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WS-07-1777Inspection Number: INSP- 120521 Permit Number: WS -8 -07 -1777 Scheduled Inspection Date: July 01, 2010 Inspector: Bruhn, Norman Owner: BELIZAIRE, ROSE Job Address: 130 NW 102 Street Project: <NONE> Contractor: HOME OWNER Building Department Comments shutters Passed 41 0 7, Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. June 30, 2010 Miami Shores, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments CREATED AS REINSPECTION FOR INSP- 59397. MISSSING SCREWS ALL OPENINGS �t✓ For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Shutters Phone Number Parcel Number 1131010220110 Page 2 of 26 BUILDING PERMIT APPLICATION FBC 20 Tenant/Lessee Name Email 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 No. WS - (74 Master Permit No. Permit Type: BUILDING RO 1 ING Owner's Name (Fee Simple Titleholder) / J C . Phone # 36 A ? £- 2 E 1 9 A Owner's Address /30 ft/. /,ii/ / ?frZej ? - aqo 9 City ) 1 State 14,, Zip ,9 Phone # Job Address (where the work is being done) , f. Lo ItV,.$14: City thaftiMiami Shores Village County Miami -Dade FOLIO / PARCEL # Is Building Historically Designated YES NO JUN if nit Zip Flood Zone Contractor's Company Name L- Ofe--CZ Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Contact Phone E -mail Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footag f Work: Type of Work: OA • •'on 0Alteration DNew Repair/Replace ❑ Demolition Describe Work: M -. 9- Lj 1?›)-?-- ******** * * * * * * * * * * * * * * * * * * * * * ** * ** * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ 2`1® ,C0 CCF $ CO /CC $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ `I S See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ko 2 EMB E i:Z � ? As identification and who did take an oath. (Revised 07 /10 /07)(Revised 06/10/2009) Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this 01 The foregoing instrument was acknowledged before me this day ofd J- , 20 1, by , day of , 20 , by who is personally known to me or who has produced FL- 0D who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: stfr Sign: I \ Sign: Print: , = Oro R � r ...0s-.. Print: My Commissio r : �� 4 �'� o = My Commission Expires: APPROVED BY Plans Examiner Zoning Engineer Clerk checked OWNER BUILDER DISCLOSURE STATEMENT NAME: rot- /x, DATE: _ 1. 0010 io ioacticd ADDRESS: WsSI -�� - Please read and initial each paragraph. 5. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that 1 as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner- builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial ie 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial lei 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial /a 4. I understand that I may build or improve a one family or two- family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. /� Initial /C ° 4 Initial / • 8 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial X. . A 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner- builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial ie . /a 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial o A 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial A 10. I understand that I may obtain more information regarding my obligations as an employer from the Intemal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http: 11www. mvfloridalicense .com /dbprlpro /cilb /index.html Initial / e , 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial fr.,4 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial /4 Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractors workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and retumed to the local permitting agency responsible for issuing the permit. A copy of the property owners driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of , 20 By who was personally known to me or who has Produced there License or as identification. OWNER NOTARY Inspection Number: INSP -59397 Scheduled Inspection Date: July 28, 2009 Inspector: Bruhn, Norman Owner: BELIZAIRE, ROSE Job Address: 130 NW 102 Street Project: <NONE> Contractor: HOME OWNER Building Department Comments 1..1.. ')AAA Miami Shores, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: WS -8 -07 -1777 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Shutters Phone Number Parcel Number 1131010220110 shutters Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments / 4 :1/ O70ii`" ■ Project Address 130 NW 102 Street Miami Shores Village, FL Owner Information ROSE BELIZAIRE Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Address 130 NW 102 ST MIAMI FL 33150 -1232 Parcel Number 1131010220110 Block: Lot: Contractor(s) HOME OWNER Phone Cell Phone Type of Work: SHUTTERS No of Openings: 14 Additional Info: Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $5.40 $1.80 $240.00 $15.00 $6.00 $268.20 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Permit Issue Date: 8/22/2007 Permit NO. WS -8 -07 -1777 Permit Type: Windows /Shutters Work Classification: Window /Door Permit Status: APPROVED Expiration: 01/01/2999 Phone Total I Amt Paid I Amt Due $ 0.00 $ 0.00 $ 0.00 Payment Type: efio41 Mb 23 Applicant Valuation: Total Sq Feet: ROSE BELIZAIRE Cell $ 8,500.00 Available Inspections: 0 Inspection Type: Window Door Attachment Shutter Attachment Final Final Shutters In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated August 22, 2007 Date Wednesday, August 22, 2007 1 1 11 1111 11111 1110 11111 11111 11111 111 11 1111 111 CFN 2007R0836815 OR GY. 25876 Ps 4839; (fps) RECORDED 08f23/2007 109 :36 41 This Instrum By: HARVEY Rt1VI(ae CLERK DF COURT; C{IA 1I —DAOE COUNTYv FLORIDA Name 11''0 fte LAST F'AGE Address ( c� 4/ c f / M d . St taacs ! [�( 3 j Permit No.US(� 17 b6i /r` 1 1 -/7/y7 STATE OF `f 0 ti1.t COUNTY OF ra '� 0 r THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: (le al description of property, and street address if available) Lofa. ft of 3 kJ ) f30 4/iv f0 SF rh°40,. 5i?ct.J FL f 33i,SD 2. tu perte t ral description of improvement ( �( 0 tvs n L � h c e l'i' e E o e nee 1 t'4S 3. Owner information fl - � r` 2.) j rt. e. a. Name and address: a 1 ) a. S H b. Interest in property: c. Name and address of fee simple titleholder (rf other than owner): 4. Contractor. a. Name and address: b. Phone number. 5. Surety a. Name and address: N /� b. Amount of bond $ I O c. Phone number. Lender a. Name and address: hit . Phone number. 0 ui c t. 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: Name and address: U b. Phone number. • 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: a. Name and address: b. Phone number. fVIf3 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. oregoi g rostrum; =s acknowledged before me this 4 7' day of (year) by ' .r y name of person) as (type of in fact) for (name of party on behalf of whom Instrument was executed). Nfq,ry 41 EXPIRES: Apra 16, 2011 ,F Bonded TIvu Notary Public Underwriters NADINE GOUSSE MY COMMISSION 4 DD 646264 NOTICE OF COMMENCEMENT Nip Sir a rt.t.1 R J fs D t9wvtell.. k©Z s , EpzRE Signature of Owner or Owner's Authorized Officer/Director Partner/Manager Signatory's Title/Office Sig ature of Notryy Public — State o orida t, Type, or Stamp Commissio,- Name of Notary Public Commission Number divt Personally Known or Produced Identification ant to Section 92,525. Florida Statutes Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. Signature of Natural Person Signing Above Tax Folio No. AUG 2 12001 AY BY: City ti .. n : : Tenant/Lessee Name Notary $ Scanning $ 10 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Owner's Name (Fee Simple Titleholder) Owner's Address ! .:4 .�% NW 10 ck ..."s � L e s .. State I c r 4' d Al I A Job Address (where the work is being done) .... ( GL � �. • . � � . S City County Miami -Dade Zip FOLIO / PARCEL # :..:.: . — i:: ' .- 0 t:k 11 t Is Building Historically Designated YES NO .: Contractor's Company. Name k ... lq}. 11. * Phone # Contractor's Address City State ' . : .; .. Zip Qualifier Name _.. Phone # State Certificate or. Registration No. Certificate of Competency.; No. .: Architect/Engineer's Name (if applicable) Value of Work .For : this Permit $ Type of Work: .UAddition Describe Work: LAiteration tout ip 0aLS. *:e * * * * * * * ** * * * * * ** * * * *le ** * * ** Fees ** *** * * * ** ** * * * * * *l e* le * *ode***i * * * * * * ** yy Submittal Fee $ Permit Fee $ Training/Education Fee $ Radon $ Miami Shores Village Building Department 10050.N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Electrical el Plumbing Mechanical Roofing r ,R1fdt< #. Zip .. T 1 f') Square / Linear Footage Of. Work: Phone # Permit No W_Yri f Master Permit No. Phone. # pairfRepiace 311`' CCF $ 5 40 co /-CC Technology Fee $ 6.0 DPBR $ Zoning $ . . Vj »daos c. re: j - itc Demolition Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ Z . Co 1 :44 .. See Reverse side -> C1044 bonding Company's Nae (if applicable) ': Bonding Company's Address. City'. State <_ Mortgage Lender's Name (ifappl ;cable; Mortgage Lender's; Address 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 prioi to'. the :issuance of a •peratit and that . all work will be performed . tai meet the standards Of all laws. regulating construction in thiajurisdietion. I Understand that a. separate permit must be secured for ELECTRICAL WORK,:PLITMBING, SIGNS, E L +S, FOOLS, FURilACES,sBOJLERS, HEATERS; TANKS and AIR CONDITIONERS, • OWNER'S A:I+kil)AVIT • I certify that all .the foregoing info oration is ac curate and that all work will he done. to compliance with all • applicable:laws regulating:consttuction and inning. "WARMNO.TO OWNER :' YOUR FA.H URE TO RECORD A, NOTLCE OF COMMENCEMENT 11 A'Y: RESULT: IN YOLK' •PAYI140 TWLCE FOR ;TMPRO;VEME 10 YOUR P IF : YOU INTEND To O T FINANCING, CO TSU ,T - ;WITH •'OUR LENDER!: R: A'I.° R Y B FORE RECCORDDIN( YOUR N'OT10E. (W • COM NCE1VIENT." , I �otia-e- 1ppltcrxtzt: .4s a condittan to he issuance of a building permit with- an :estimateL - value exceeding-$ 25U0, the appl leant must prnrisz e an got d faitft MMtal a;eopy,, ,af the Hance of cotnrnenccf construction Ire, lrW brochure will bee delivered to the person! whose property is'sirbjeci, to attachment Also, 4 recorded notice of,commencemertt mztst $e post af'the jolt site for first inspection which occurs seven (V of er; tjze - building permit iksuccl, Irr the absence of such` posted :notice, the istsp etton net lie tpp oved unc i eir7spec•1`ion fee will 1.)e charge` d Signature _ ! E_L Owner or Agent e foregoing: instrument was :ackruwledged before me this day of 20 A , b t y t �� , r / i ` , ::. day of , h � who ash rso ; ly known tome or Who has produced As identification and who did NOTARY PUBLI C NOTARY PUBLIC: . I! _ i +Q Si gh. .t '../ My Comrnission.Expires APPLICATION APPROVED BY: (itevased 02/08/06) • :State ' 1 e 'eai Signature Contractor The foregoing instrument was acknowledged before inc this who is personally knowu,to me or who has produced as identification and wilt did takc'art oath. Sign: Print: My Commission Expires: • / 6 e'ar ** * **•'.- *ok** *Ii 4c * ** ** ar ?r r: -,:** **,*** *** 4kW *v, n #x *Kk,:..:44'0,,,t* * * *„* * * *** * ** * ** ** ;x * ** i34k *,r**t }c€ ** *** * Plans Examiner Engineer Zoning 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. Initial 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. 7. I understand that if any person gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Was acknowledged before me this 9 day of By Produced there License or x RoZEAIBEG`ZR � OWNER who was personally known to me or who has �o • NADINE GOUSSE °A MY CO`AMISSION # DD 646264 April 16, 2011 • Banded Buy Notary Public underwriters Initial IR Initial Initial 2 0 as identification. OWNER BUILDER DISCLOSURE STATEMENT NAME: R 0 S K 6 i i t`I e DATE: C‘ l -° i o )' ADDRESS: 12 c f}k) F &t 5i /0 e4 FL 33ISo Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. VILLAGE OF MIAMI SHORES 1. I hold title to the above property and I am planning on doing this construction Initial c). 2. I understand that as an owner - builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application Initia144 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial 6\ B 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code — only if the structure meets the minimum code. Initial B pj GENERAL NOTES: 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT' APPROVAL, DDGIMENT . A. BUILDING )CHAS, BEEN VERIFIED FOR COMPLIANCE IN ACCOR V •WITH•'f 1E';z044:EL�IT�ON OF THE FLORIDA THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT VVLOCIb•HNIRRNE ICA Z )NES, DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION- 1620 OF THE ABOVE MENTIONED CODE. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D., AS TESTED, WERE NOT OVERSTRWSEQ.•A 33% INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS NOT USED IN THEIR ANAtY$IS • • • • BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR win 11% LLAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.4 OF THE ABO gERTI ED CODi~' At' PER ATL REPORTS #0214.01 -03 AND #0715.01 -03 AS PER TAS -201, TAS -202 AND TAS -203. 2. BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES. KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE # 14x2.75" AND #14x1.75" RESPECTIVELY, 410 —.HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180. ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA H.V. DACROSHIELD® COATING SYSTEM AS MANUFACTURED BY APPROVED COATINGS APPLICATORS, REGISTERED WITH. AMERICAN SHUTTER SYSTEMS. ASSOCIATIONS.PINS MUST BEAR THE H.V. MARKING ON THEIR HEAD. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063 —T6 ALLOY AND TEMPER, WITH Fy = 25.0 ksi MINIMUM (UNLESS OTHERWISE NOTED). 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. 5. BOLTS TO BE ALUMINUM ASSOCIATION 2024 —T4 ALLOY AND TEMPER, AST A -307 GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD StKENGTH. 6. SEE SHEETS 10, 11 AND 12 FOR ANCHORS SPECIFICATIONS. 7. THIS BERTHA HIGH VELOCITY ACCORDION SHUTTER SYSTEM IS PATENT PENDING.. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT ISSUED TO EASTERN METAL SUPPLY, INC. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL /CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND /RAIN INTRUSION. 9.. EACH UNIT MUST BEAR A PERMANENT LABEL A VISIBLE PLACE WITH WARNING NOTE INSTRUCTING THE TENANT OR HOME OWNER THAT THE H.V. LOCK (W OR ALTERNATE LOCK ® MUST BE PROPERLY LOCKED DURING PERIODS. OF HURRICANE WARNING, FOR EGRESS CONDITIONS, AN INSIDE HV. LOCK W (WHERE KEY MUST REMAIN IN THE LOCK), AN INSIDE ALTERNATE LOCK , OR AN EGRESS H.V: LOCK ( SHALL BE USED. 10. SHUTTER'S MANUFACTURER LABEL SHALL BE PLACED ON THE EXPOSED SURFACE OF THE CENTERMATE ©• OR " ®" ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: F & F ALUMINUM & IRON MANUFACTURER, INC. MIAMI, FLORIDA MIAMI —DADE COUNTY PRODUCT CONTROL APPROVED. MIAMI -DADE COU NTY . •I• • •••• • • • • • • • • • • • • • •• • • • • • • • • •. • • • ••• • • • • • • • • r r�� ✓�`' TILLIT TESTING & ENGINEERING COMPANY 63 55 N W. 36th. St„ Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 AUG 1 5 2005 P.E. SEAL /SIGNATURE /DATE 11. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 12. (a) THIS P.A.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE • SITE CONDITIONS DEVIATE FROM THE P.A.O. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.A.D., PROVIDED HE /SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.A.O. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.A.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.A.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 11 Phane : (305)871 -1530 . Fax : (305)871 -1531 e —mail: tilteco @aol.com E3- 0006719 WALTER A. TILUT Jr. P. E. FLORIDA Lic. 44167 & F ALUMINUM & IRON MANUFACTURER, INC. (ASSA # 159) 2290 NW 17th AVE. MIAMI, FLORIDA 33142 PH:(305)635 -3445, FAX:(305)635 -1335 F.B.C.(High Velocity Hurricane Zone) REV. No 1 2 3 4 5 A.ppreved as e mptying wilt ttit Florida ESa -• ` J C' de a c S Date • © 2003 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System DESCRIPTION DATE Drawn by J.J.V. DATE: 5/15/05 DRAWING No 05-248 SHEET 1 OF 14 X • Y t 1" 1" 0.062" 1" 2" 0.062" 2' 2" 0.062 2` 3s 0.062' 2" 4 0.062" 2' 5' 0.062" X Y t 2" 2" 0.125 3" 3 0.090 • d •• ••• • • • • • • • �. ��b• 0 g • • • ••• • , • • 2 34" o ¢ JA , • • ••• • • • ca • • UDC HV BLADE # 1 COVERED UNDER US PATENT # 5458179 • a m m a7 VARIES 1.936" .125 2' Max .093" • N u 670' u 3.529' .093' 0 J FO HD 2 (Max,) B/0 HEADER /SILL # 2 3.226" 4.897 1.500" H® HIV ADJ. ADAPTER W /LIP 0 N.Y. 2" •(Max.) DIRECT MOUNT 0 0 0 41 • •• 5 • •• • • _ • • • • • • • • • • • ••• • • •• • ••• ' • � ' HV • otIUNG HEADER # 1 .250' 3.000" TYP. 0.72" © 3" FLOOR ANGLE MIAMI -DADE COUNTY 0 0 0 cV 3.556" .679' 2.226 3.226" TYP. AUG 1 5 2005 r OHV ADJ. TRACT( N 0 0 0.72 • 0 HV CENTERMATE # 1 (SELF MATING) VARIES FROM 2.000` TO 5.000" P.E. SEAL /SIGNATURE /DATE R00. WALL ANGLE SCALE: 3/8"=1" TILLIT TESTING & ENGINEERING COMPANY 355 N.W. 36th. St, Ste. 305, VIRGINIA GARDENS, FLORIIZ4 33466 Phone : (305)671 -1530 . Fax : (305)571 -1531 e -mail: tilteco @aol. EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. ti` 44167 © HV 1 " (Max.) B/0 HEADER /SILL # 1 (D HV WALK -OVER TRACK SIDE ANGLE HV FLOATING CENTERMATE # 44) X F & F ALUMINUM & IRON MANUFACTURER, NEC. (ASSA # 159) 2290 NW 17th AVE. MIAMI, FLORIDA 33142 PH :(305)635 -3445, FAX:(305)635 -1335 0 n as 0 093" ©HD CEILING HEADER /SILL # 2 0 HY 90 Mr STARTER ® HV CORNER CENTERMATE # 3 *CORNER POST F.B.C. (High Velocity Hurricane Zone) © 2003 EASTERN METAL SUPPLY, INC. REV. Na 1 2 3 4 5 1.936" 570" c <� 3.529" DESCRIPTION .093" 0 ca 0 Approved se extuzgying with So Merida ha Date 1 2 - o i 'Z Miami lade Prod cf Central BY �i BERTHA HI's Accordion Shutter System DATE Drawn by: J.J.V. DATE: a/15/05 DRAWING No 05 -248 SHEET OF 14 . ••• • -- • • 0 t.. 1/4 "- 20x1/2 ". FLAT HEAD • S.S.M.S. (2 TYP.) .318" .875° PLASTIC HEAD MOLDED TO SCREW .250" 0.D. VARIES, 12" MIN. Q LOCKING ROD (SEE NOTES ON SHEET 4) .875" or 14 -20 imp REAOED 1/4'0-20 x 3/4" S.S. THUMBSCREW DIE CAST HOUSING ENAMEL BAKED PAINTED. BRASS CYUNDER & KEYS (CHROME PLATED) VC� H.V. LOCK/ EGRESS H.V. LOCK (SEE NOTES ON SHEET 4) • • • • • • • • • • • •••. • • • .375 °0 •• • • • . . •• • •• 3/8 "0 -16 • ACI ; :•,1' 4" —20 S.S. THUMBSCREW • ' ' tFrU BSCREWS 18" —I I -.380° BEFORE RIVET1NG ALTERNATE LOCK (TO HV LOCK W) ) (SEE NOTES ON SHEET 4) GENERAL SCALE: 3/8 =1 • • •• •• • • 1.1'•301 • • • • • • • • • ••• • • 1/4" -20 THREADED DIE CAST HOUSING ENAMEL BAKED PAINTED Elf = — 1 /4 ° 0-20 RIVNUT* AFTER RIVETING MIAMI -DADE COUNTY • • . • e • • • • • • ••• GRESS TU KNOB. BRASS CYLINDER (CHROME PLATED) 18 ±1/2" l 1/4 "0 * : SERIES 9444 ALUMINUM (2024 -T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART # 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL AUG 1 5 2005 P.E. SEAL /SIGNATURE /DATE WHEEL ASSEMBLY AT EVERY OTHER KNUCKLE #2 SHORT RECESSED NYLON BUSHING. HV ACCORDION PIN HV ACCORDION PIN #3 NYLON AT WASHER 0 BLADE BLADE #1 LONG RECESSED NYLON BUSHING. 00.324" 4 1 / TILLIT TESTING & ENGINEERING COMPANY N.W. 36th. St„ Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)871 -1531 e -mail: tilteco®aol.com E9- 000671E WALTER A. TILLff Jr. P. E. FLORIDA Uc. # 44157 J TYPICAL SHUTTER ASSEMBLY SCALE: 3/8 = 1" WHEEL CARRIAGE DETAIL b N.T.S. HV ACCORDION PIN o a In 0.188 "0 A1SI 302 SERIES S.S. RIVETS HV ACCORDION PIN AISI 302 SERIES S.S. WHEEL CARRIAGE o 3/8 ° 0 # LONG RECESSED NYLON BUSHING. #14x2 3/4 H.V. --\ ACCORDION PIN \ W/ #8 HEAD N 4 #14x2 3/4" H.V. ACCORDION PIN W/ #8 HEAD Appreve4 as complying with do Florida Bum' log Cod Date Miami D Product 11 O .315 "0 111111 5" 476 "0 c°o r 1115 F & F ALUMINUM & IRON MANUFACTURER, INC. (ASSA # 159) 2290 NW 17th AVE. MIAMI, FLORIDA 33142 PH:(305)635 -3445, FAX: (305)635 -1335 REV. N 2 3 4 5 #14x2 r3/4" H.V. ACCORDION PIN W/ #8 HEAD #3 NYLON HAT WASHER 0.870 "x3/16 THICK NYLON WHEEL #2 SHORT RECESSED NYLON BUSHING 0 BLADE BLADE #1 LONG RECESSED NYLON BUSHING # 14x2 3/4 H.V. ACCORDION PIN W/ #8 HEAD DESCRIPTION SIM 11 ASSEMBLY LAYOUT Pol 4 7 1 5°0 c #1 LONG RECESSED 'NYLON BUSHING { N.T.S. F.B.C.(High Velocity Hurricane Zone) l 2003 EASTERN METAL SUPPLY, INC. BERTHA HVr Accordion Shutter System DATE Drown by 4.1.V. DATE: 5/15/05 DRAWING No 05 -248 SHEET 3 14 SEE SCHEDULE) 0 0 o 5N001 AH (Z) /M SNOLLNT1VISNI 2IO4 NddS WAJ1f1HS AO £/L li i ' I ll ! I- 1/2 OF SHUTTER SPAN FOR INSTALLATIONS= • ••• • • • •• • ••• • • • • ••• • .• • • NOTES ON LOCKING RODS V LOCK (cii AND ALTERNATE• (� LOCK:. •• ••• • � . : . • : : .. • • • • • • • • • • •• •.• ••• 1. MANDATORY CONDRIC I : ONE HV LOCK ® SHALL BE USED FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 8 MAY BE USED AS AN INSIDE OR OUTSIDE 1.QCK,., HED TO (g) OR WI CENTERMATES W /(2) 1/4' x 1 LONG FLAT H645 • . CMS: IttATION. OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHEER SE:A E74LL.'E DETERMINED AS PER SCHEDULES #1 & #2 ( BEET 9. • •• • • 2. LIMITED MANDATORY CON DMON #2 ALTERNATE TO MANDATORY CONDITION #1 (VALID ONLY FOR )OR /CEILING INSTALLATIONS); TWO HV LOCKS ® OR ONE HV LOCK W/ TWO LOCKING RODS 0 AT TOP dt BOTTOM SHALL BE USED FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION. HV LOCK ® SHALL BE ATTACHED TO © OR CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION. #1. LOCATION OF LOCK /LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 9. 3. QPTIONAL CONDITION #1 (VALID ONLY WHEN MANDATORY CONDITION #1 IS USED); IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES (D OR ® SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 4. •JI•i: *L•11*. I► •r i• . c:i:,►R,:if Zit •►RH•h. •'e ihl* •:4 CONDITION #2 IS USED W,/TVIWO H.V. LOCKS); LOCKING RODS 0 ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS © OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 5. MANDATORY CONDMON #2; ONE HV LOCK ® SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK ® SHALL BE. USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO X® CORNER CENTERMATE W /(2) 1/4"0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS © AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 9. 6. :. III z ., 1 • ; •h • :1 C► • 11 • ■ &. . D • k •; Id,, . , MK AI : ;.,, 1a► ' ONE ALTERNATE LOCK 61 MAY BE USED IN LIEU OF HV LOCK ® FOR ANY SPAN AND. INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4 "0 - 20x3/4" S.S. THUMBSCREW TO co OR @ CENTERMATES SHALL BE MADE W/. 1/4"0-20x3/4" ALUM. RIVNUT AS SHOWN ON ALTERNATE SECTION 12, SHEET 7. MIAMI —DADE COUNTY AUG 1 5 2005 P.E. SEAL /SIGNATURE /DATE / TWEIN. \ TILLIT TESTING & ENGINEERING COMPANY 5�5 N.W. 38th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33188 Phone (305)871 -1530 . Fox : (305)571 -1531 e —mail: tilteco®aol.com 9- 0006719 WALTER A. TILUT Jr. P. E. FLORIDA Li°. 44167 4cD OR UNLIMITED WIDTH ©OR ©DR©OR FO TYPICAL SHUTTER ELEVATION Oc*O + O OR +O°R ® +® N.T.S. F & F ALUMINUM & IRON MANUFACTURER, INC. (ASSA # 159) 2290 NW 17th AVE. MIAMI, FLORIDA 33142 PH:(305)635 -3445, FAX:(305)635 -1335 REV. No 1 2 3 4 5 ®OR ©°RO r— OR OOR ©.I. it3 I DESCRIPTION Approved apt oing with t Florida ., :: • C Date I i Zo °S NOA# Miami Dade Product Control Divisi B OF CORNER CENTERMATE F.B.C.(High Velocity Hurricane Zone) © 2003 EASTERN METAL SUPPLY, INC. BERTHA Kir Accordion Shutter System DATE Drawn by: J.J.V. DATE: 8/15/05 DRAWING No 05 -248 SHEET OF 14 POURED CONCRETE REOUIRED u] POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED redit EXISTING GLASS-1 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) 1( WALL MOUNTING INSTALLATION EXISTING GLASS t MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 10) WALL MOUNTING INSTALLATION MIAMI —DADE COUNTY • • • .•. • • ••• • . • • • • • • • • • • • • •• • • • • • • • • • • • • •• • • • • • • • CONCRETE ANCTiORS • • • i (SEE SCHEDUI N. SHEET 1e) • • • • .•• • • ORO >K •• • • • o : • • • • i 1 I_ � • • • 1 R • • • •• ••• • • • • • • • • • • • ••. • •. • • • •• ••• •• • • • • • • •• • • •• • • • • • . . .•. •• INSTALLATION DETAILS SCALE: 3/8 AUG 15 2005 P.E. SEAL /SIGNATURE /DATE POURED CONCRETE REQUIRED POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED. EXISTING GLASS -- EXISTING GLASS I I� O CONCRETE ANCHORS (SEE ET SCHEDULE ON 1/4 "0- 2Ox3/4" S.S. MACHIN E SCREWS USING 1/4 " -20 NUTS 0 12 0.C. MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) TILLIT TESTING & ENGINEERING COMPANY 55 N.W. 36th. St, Sta. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)871 -1531 e —mail: tiltecoflaoLcom. EB- 0006719 WALTER A TILUT Jr. P. E. FLORIDA Lie. # 44167 EQ NCRETE ANCHORS (SEE SCHEDULE ON SHEET 10) 1" Min. Q ® WALL MOUNTING INSTALLATION 1/4 "0- 20x3/4 S.S. PHILLIPS TRUSS HEAD MACHINE SCREWS USING 1/4 " - NUTS 0 12 0.C. ® WALL MOUNTING INSTALLATION F & F ALUMINUM & IRON MANUFACTURER, INC. (ASSA # 159) 2290 NW 17th AVE. MIAMI, FLORIDA 33142 PH:(305)635 -3445, FAX:(305)635 -1335 NOTE FOR COMBINATION OF SECTIONS: 1— SEE SHEET 3 FOR TYPICAL SHUT I ER ASSEMBLY 2— MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. * E. D. - EDGE DISTANCE (SEE NOTES & SCHEDULE ON SHEET 11) REV. No 2 3 4 5 Approved Florida Bu t > `� Date R'OA# o Wand ,.,. Dk duet Central DESCRIPTION F.B.C.(High Velocity Hurricane Zone) 2003 EASTERN METAL SUPPLY, INC. BERTHA HIP Accordion Shutter System DATE Drawn by J.J.V. DATE: 8/15/05 DRAWING No 05 -248 SHEET 5 OF 14 • ••• • • • • • • • • • ••• • CONCRETE ANCHb • •" • • (SEE SCHEDULE ON SHEET 11) EXISTING GLASS EDGE OF SLAB IF APPLICABLE POURED CONCRETE REQUIRED POURED CONCRETE REQUIRED MIN. SEPARATION 1 TO GLASS 1 (SEE SCHEDULE ON SHEET 9) • • • • ••• • • • • • • • • • • ED �' OF • • • • S IF• • ' •APPU:•ABLE • • • •• ••• • • • • • •t • ® CEILING MOUNTING INSTALLATION ,..„ MIN. MIN. �N{1 n I i 3/8* 3/8" Pi EXISTING GLASS-- 1 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) ALTERNATE ANCHOR LOCATION #10x3/4 HEX WASHER HEAD TEK SCREWS ® 12 0.C. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) E. D.* FLOOR MOUNTING INSTALLATION t MIAMI —DADE COUNTY ••• • •• • •• ••• •• • • • • • • •• ' • • • • EDGE OF SLAB IF APPLICABLE INSTALLATION DETAILS TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINW GARDENS, FLORIDA 33166 Phone (305)671 -1530 . Fax : (305)671 -1531 e — mail: tiltecoCaol.com EB- 0006719 WALTER A. TILLIT Jr. P. E. P.E. SEAL /SIGNATURE /DATE FLORIDA Uc. i# 44167 AUG 1 5 2005 1 WU. THIS INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT OR ENTRANCE SCALE: 3/8" 1° #14x3/4 HEX HEAD TEK SCREWS © 9° 0.C. OR. 1/4 ° 0 -20 S.S. M.S. W/ NUT ® 9" O.C. EXISTING GLASS --a IL ECO7N�. MIN. SEPARATION — I (SEE GLASS (SEE SCHEDULE ON SHEET 9) POURED CONCRETE REQUIRED D.* FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) EDGE OF SLAB IF APPLICABLE WALK -AVER MOUNTING INSTALLATION 1 MIN. SEPARATION TO GLASS r (SEE SCHEDULE — ON SHEET 9) CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) POURED CONCRETE REQUIRED E. D.* FLOOR MOUNTING INSTALLATION t F & F ALUMINUM & IRON MANUFACTURER, INC. (ASSA # 159) 2290 NW 17th AVE. MIAMI, FLORIDA 33142 PH:(305)635. -3445, FAX:(305)635 -1335 EDGE OF SLAB IF APPLICABLE NOTE FOR COMBINATION OF SECTIONS: 1— SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2— MOUNTING SECTIONS CAN BE COMBINED IN . ANY WAY TO SUIT ANY INSTALLATION. * E. D. = EDGE DISTANCE (SEE NOTES & SCHEDULE ON SHEET 11) Approved as complying with the Florida Be ' * _ Cod Date 2005— NOM o o nd Control Miami Dille 1! F.B.C.(High Velocity Hurricane Zone REV. No 2 3 4 5 © 2003 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System DESCRIPTION DATE Drawn by: .1..1.V. DATE: 6/15/ 05 DRAWING No a5 -248 SHEET 6 OF 14 'SEE END WALL CONNECTEQN MIAMI —DADE COUNTY OPPOSING CENTERMATES W/ LOCK co * O * AUG 1 5 2005 P.E. SEAL /SIGNATURE /DATE T TESTING & ENGINEERING COMPANY 6 N.W. 36th. St., Ste, 30.5, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530. Fax': (305)871-15.31 e —mail: tilteco®o EB- 0006719 WALTER A. TILUT Jr. P. E. FLORIDA Llc. ti 44167 2290 NW 17th AVE. MIAMI, FLORIDA 33142 PH: (305)635-3445, FAX :(305)635-1335 DESCRIPTION 2 "x2 "x1 /8 "x0` -2 (6063 -Te ALLOY) ALUM. ANGLE W /(2) 1/4 "0 TAPCON ANCHORS TO CONCRETE (TOP /BOTTOM) & (4)10x1/2" S.M.S. TO TUBE AT EACH ANGLE. (TYP) OUT EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) L 1/2 IN 90' OOO DETAILS ON SHEETS P•jili '� :: ' . • `• • • • • • ••• : i •l= 'EXISTING GLASS OPTIONAL (INTERIOR) OUT IN EXISTING J GLASS • ••• • • • •• ..• • • •: • • • • ts " O• ' • . • •' • • • • • • • qf. :•• ••• • •• ••• •• • -- • .•- •— •• • • • • • •• • • • •• • • •• • : ••• •• 3 1/4" OUT (EXTERIOR) 0 SECTION 12 AT CORNER CENTERMATE #3 SCALE: 3/8 " =1" a RSC) SECTION 12 es) r 1111■■111V 1•11111111111NIMM1111111111V tiY 0 OR ®0R® t �I 0 OR ` /ANCHORS r� / 16" 0.C. SYMMETRICAL CENTERMATES oP'noNAL W/ LOCK W )* (INTERIOR) ALTERNATE SECTION 12 * SEE NOTES ON LOCKING RODS C), HV LOCKS (i) AND ALTERNATE LOCK ®, ON SHEET 4. IN R O EXISTING GLASS • 8 1/2" OUT OUT EXISTING GLASS OR MIN. SEPARATION �--� TO GLASS I } (SEE SCHEDULE �� JJ ON SHEET 9) 7" SEE END WALL CONNECTION pETAILS ON SHEETS 8 & 14 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) - POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 6 1/2" MAX. SLACK SECTION 12 AT SLACK DETAIL (IF APPLICABLE) F.B.C.(High velocity Hurricane Zone © 2003 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System CONCRETE ANCHOR ® 16" O.C. (LOCATE AT EITH SIDE OF K ) . 1/2 MIN. #10x1/2 S.M.S. CO 16 O.0 17 • EQ. i 1 EQ 11 I I 2" MIN.)� END CONNECTION DETAIL • • •• •• • • • • • • • POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED • • • • • EXISTING GLASS ; - -t -1 - - --y MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) 4 .OR© OR ®OR® oR 3® TOR© END CONNECTION DETAIL 01 • • • • • • • POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED - EXISTING GLASS — MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) • • • • •• • •• • • •, • • •• • •. • •• • 1/16 x31 M/ :( 6 i9) CONS .•InS PLATE. ItOCA AT SIDE OF N®) 1 / 2 " MIN MIAMI —DADE COUNTY •• • • • • • ••• • • • • • • ••• #10 S.M • 16 O.0 SEE DETAIL X FOR SIDE CONNECTION TO TRACKS • • #10x1/2" S.M.S. ID 12" O.0 CONCRETE / ANCHOR C POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED MIN. SEPARATION TO GLASS (SEE SCHEDULE 1/2' MIN. ON SHEET 9) oR ©oR ®oR ® END CONNECTION DETAIL ORS +OOR® AUG 1 5 2005 P.E. SEAL /SIGNATURE /DATE POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRE D EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE EET 9) O U SEE DETAIL X FO SIDE CONNECTION TO TRACKS EXISTING GLASS 1 OR©OR©OR® �OR©OR ® OR ® +00RO oRS +QoRQ END CONNECTION DETAIL 0 END CONNECTION DETAIL, OR OR ®OR® ORS +OOR@ /1 itrO INC. G - --� TILLIT TESTING & ENGINEERING COMPANY .W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 331 Phone : (305)871 -1530 . Fax : (305)871 -1531 e- mail: tiltecoaaoi.com E8- 0006719 WALTER A. 11L11T Jr. P. E. FLORIDA Lic. # 44167 (2) #14x1 3/4" HV PIN. SCALE: 3/8 = 1 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS -5 MIN. SEPARATION TO GLASS (SEE SCHEDULE. ON SHEET 9) OR ©OR ©OR® ORS +O0R PLAN SEE DETAIL X FOR SIDE CONNECTION TO TRACKS F & F ALUMINUM & IRON MANUFACTURER, INC. (ASSA # 159) 66 2290 NW 17th AVE. MIAMI, FLORIDA 33142 PH:(305)635 -3445, FAX:(305)835 -1335 r 2 MIN. 1 hisilla1111111 1/2' ♦ USE 1' OR 2' MAX. (AS APPLICABLE)x2 8 x1/8 ° x0' -2 ALUMINUM CUP ANGLE (6063 -T6 ALLOY) AT MIDHEIGHT W /(1) #10x1 /2 S.M.S. TO ®& (2)1 /4 TAPCONS ANCHORS TO WALL AT 1 0.C. (LOCATE AT EITHER SIDE OF ® ) 1 OR OR ®OR® ORS +Q0R® END CONNECTION DETAIL ♦ REQUIRED ONLY • FOR SPANS GREATER THAN 12' -O I lu (2) #14x1 3/4 HV PIN. VIEW Y BY OURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS OR MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) 0 ORB +C>OR Approved os cnmpIyieg with the Florida 6aa Cod Dote ?) 7 / 20OS NOM o o G♦ e� , o S' Mud Ewe 1 Coutgrat DETAIL X F.B.C.(High Velocity Hurricane Zone) 2003 EASTERN METAL SUPPLY, INC. EY. N 1 2 3 4 5 BERTHA HVTM Accordion Shutter System DESCRIPTION DATE Drawn by: J.J.V. DATE: 8/15/05 DRAWING No 05 -243 SHEET 8 OF 14 MAXIMUM INSTALLATIONS ONE • • • • - • ••• MAXIMUM SHUTTER SPAN . "L +" OR "L—" (ft.)* NISTAIsLATIOth W ® PPOSTNG: CE +" OR "L —" (ft.) CENTERMATES, SHUI I LR W/ HV LOCK (SEE SPAN "L SYMMETRICAL & NO LOCKING RODS 4 NOTE t) MAXIMUM DESIGN LOAD (p.s.f.) (+ DR -) CONCRETE & WOOD INSTALLATIONS WALL MOUNTING FLOOR /CEIUNG MOUNTING L + (ft) L - (ft) L + (ft) L - (ft) 30 13' -2" 16' -0" 13' -2 • 16' -0 35 12' -8" 14' -10 12' -5 14' -1.0" 40 12' -3 • 13' -10" 12' -3 13' -10 45 11' -11" 13' -1" 11' -11` 13' -1" 50 11' -7 "4 12' -5" 11' -7" 12' -5" 55 11' -4 I 11' -10 11' -4" 11' -10" 60 11'-1 ° 11' -4 11' -0" 11' -4 65 10' -10 10' -10" 10' -7" 10' -10" 70 10' -6" 10' -6" 10' -2" 10 75 . 10' -1" 10' -1 9' -10 10' -1" 80 9' -1O" 9' -9" 9' -7 9' -10° 85 9' -6° 9' -6 9' -3" 9' -6" 90 9' -3" 9' -3" 9' -0" , 9' -3" 95 9' -0" 8' -9" •8' -9' 9' -0 100 8' -9 8' -4" B' -6" 8' -9• 105 8' -7 7' -11 " 8' -4" 8' -4 110 8' -4" 7' -7." 8' -2" 7' -11" 115 8' -2" 7' -3" 8' -0' 7' -7" 120 8' -0" V-11 7' -10 7' -4 125 7' -10 6' -8 7' -8 7' -0" 130 7' -8" . 6' -5 7' -6 6' -9 135 7' -7" 6' -2" 7' -4' 6' -6 140 7' -5" 5' -11" 7' -3' 6' -3" 145 7' -3" 5' -9" 7' -1' 6' -0' 150 7' -2 5' -7" 7' -0' 5' -10" 155 7' -0 5' -5" 6' -10" 5' -8 160 6' -11 5' -2 6' -9" 5' -6" 165 6' -10" 5' -1" 6' -8" 5' -4" 170 6' -9 4' -11 ° 6' -7" 5' -2" 175 6' -7" 4' -9" 6' -5" 5' -0" 160 6' -6 4' -8" 6' -4" 4' -10" 185 6' -5 4' -6" 6' -3" 4' -9" 190 6' -4' 4' -5" 6' -2" 4' -7 195 6' -3 4' -3" 6' -1 ° 4' -6" 200 6' -2" 4' -2" 6' -0" 4' -5" 205 6' -0" 4' -1 6' -0" 4' -3" • • • • • • • • • - • ••• MAXIMUM SHUTTER SPAN . "L +" OR "L—" (ft.)* NISTAIsLATIOth W ® PPOSTNG: CE O .Hi4•LOCK• &'NQ LOCKING RODS + £SE. NOTE I)• 0 000 0 . • • • :•: ; `• • • • ' tiAXR4UU • DESIGN LOAD ( + OR �) • : 60NFRETE &;WOOD • • �i�1SCRIIA11CNS A • WALL MOUNTINGS FLOOR /CEIUNG MOUNTINGS L+ (ft) L -(ft) 35 30 12' -3 14' -9" 12' -2" 35 11' -9" 13' -8" 14' -3 40 ' 11' -4 12' -9" 55 45 11' -1" 12' -0 11' -0" 50 10' -9 11' -5" . 11' -11" 55 10' -6" 10' -11" 75 60 10' -3" 10' -5" 10' -0 65 10' -0" 10' -0" 10' -5" 70 9' -8" 9' -8" 95 75 9' -4" 9' -4" . 80 9' -0" 9' -0 9' -4° 85 8' -9" 8' -9" 115 90 8' -6" 8' -6" 8' -2" 95 ' 8' -3" 8' -3" 8' -5" 100 8' -1" 8' -1" 135 105 7' -110 7' -11° 7' -7" 110 7' -8° 7' -7° 7' -3 115 7' -6" 7' -3" 155 120 7' -4" 6' -11" 7' -1" 125 7' -3" 6' -8" 6' -4 130 7' -1 " 6' -5 175 135 6' -11" 6' -2' • 140 6' -10" 5 5' -8 145 6' -8" 5' -9 195 150 3' -7" 5' -7" 6' -4 155 6' -6" 5' -5" 5' -1" 160 6' -5 5' -2" 165 6' -3" 5 170 6' -2" 4'-11" 175 6' -1" 4' -9" 180 6' -0" 4' -8° 185 5' -1 1 4' -6" 190 5' -10" 4' -5" 195 5' -9" 4' -3" 200 5' -9" 4' -2" 205 5' -8" 4' -1" MAXIMUM SHUTTER SPAN "L +" OR " L —" (ft.) INSTALLATIONS W/ SYMMETRICAL CENTERMATES. TWO HV LOCKS OR TWO LOCKING RODS TOP /BOTTOM W/ ONE HV LOCK 4 (SEE NOTE t) MAXIMUM DESIGN LOAD (p.e.t.) (+ OR —) CONCRETE & WOOD INSTALLATIONS A FLOOR /CEIUNG MOUNTING L + (ft) L — (ft) 30 13' -1 16' -0" 35 12' -7" 16' -0" 40 12' -2" 15' -2" 45 11' -9 14' -3 50 11' -6 13' -7" 55 11' -3" 12' -11" 60 11' -0" 12' -4" 65 10' -9" 11' -11" 70 10' -7 11' -5" 75 10' -4" 11' -1" BD 10' -0 10' -9" 85 9' -9" 10' -5" 90 9' -5" 10' -1 95 9' -2" 9' -10" 100 9' -0" 9' -7" 105 8' -9' 9' -4° 110 8' -7" 9' -2" 115 8' -4" 8'-11 120 8' -2" 8' -9" 125 B' -0" 8' -5" 130 7' -10° 8' -1 ° 135 7' -9" 7' -9" 140 7' -7" 7' -6 145 7' -5° 7' -3 150 7' -4" 7' -0 155 7' -2" 6' -9 160 7' -1" 6' -7" 165 7' -0" 6' -4 170 6' -11" 6' -2" 175 6' -9" 6' -0" 180 6' - 8" 5' -10" 155 6' -7" 5' -8 190 6' -6" 5' -6" 195 6' -5 5' -5 200 6' -4 5' -3" 205 6' -3" 5' -1" • SEPARATION TO GLASS REQUIREMENTS (1) SEE MINIMUM SEPARATION TO GLASS SCHEDULE FOR SHUTTERS INSTAI I FD WITHIN THE FIRST 30' -0" ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER. (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED ABOVE 30' -0" ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER IS 3 ". MINIMUM SEPARATION TO GLASS SCHEDULE; SHUTTER W/ ONE LOCK SHUTTER SPAN INSTALLATION W/ SnariEEIKCAL CENTERMATES INSTALLATION W/ OPPOSING CENTERMATES 105" OR LESS 3 5/16" 4" >105 TO MAX. ALLOWED 3 7/8" 4" {MINIMUM SEPARATION TO GLASS SCHEDULE; SHUTTER W/ ONE LOCK & TWO LOCKING RODS OR WITH ONLY TWO LOCKS SHUTTER SPAN INSTALLATION W/ gnittanca CENTERMATES INSTALLATION W/ OPPOSING CENTERMATES 105" OR LESS 2 3/4" 3 3/16 >105" TO MAX. ALLOWED 3 1/4" 3 1/4" INSTALLATION LEGEND CONCRETE & MANSORY (SHEETS 5 & 6) WOOD (SHEETS 13 & 14) WALL MOUNTING # 1, 2, 3 & 4 # 1W, 2W, 3W, 4W, 5W & 6W FLOOR /CEILING MOUNTING # 5, 6, 7 & 8 # 8W, 9W & 1OW SCHEDULE #1 • •• • •• •• • • • • • • • • • • • • MIAMI —DADE COUNTY • ••• • W 2 • AUG 1 P.E. SEAL /SIGNATURE /DATE $CHEDULE #3 /1 TrwzNC. \ ILLIT TESTING & ENGINEERING COMPANY N.W. 36th. St., Ste, 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)571 -1530 . Fax : (305)871 -1531 e -mail: tiltecocool.com EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Uc. # 44167 * NOTES: (1) L +: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE DESIGN LOAD. L -: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE DESIGN LOAD. (2) PROCEDURE TO DE. IhH.MINE MAXIMUM SPAN FOR WALL MOUNTINGS OR FLOOR /CEIUNG: GIVEN A POSITIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN "L +" FROM SCHEDULE. GIVEN A NEGATIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN 'L - FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN "L +" AND "L - ". (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL W/ FLOOR /CEIUNG MOUNTINGS: FOR A GIVEN POSITIVE DESIGN LOAD: DETERM1NE: Lt += MAX. SPAN FOR WALL MOUNTING. INSTALLATIONS. Lz += MAX. SPAN FOR FLOOR /CEIUNG MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD: DETERMINE: Lt -= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2 -= MAX. SPAN FOR FLOOR /CEIUNG MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN I5 EQUAL TO THE MINIMUM BETWEEN "Lt + °, "L2 + ", "Lt -" AND "L2 -" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. - A MAXIMUM SHUTTER SPAN "L +" OR "L -" FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 psf. DESIGN LOAD. t CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE #5, SHEET 4 OF 14. F & F ALUMINUM & IRON MANUFACTURER, INC. - (ASSA # 159) 2290 NW 17th AVE. MIAMI, FLORIDA 33142 PH:(305)635 -3445, FAX:(305)835 -1335 REV. No 3 4 5 Approved as corn *leg with the Florida ire' 'I;._ CIS Date 'L ' "7-0 65 NOM 0 -0 "Z o MIamE Dade Product Cesltrv9 DESCRIPTION F. B , C. (High Velocity Hurricane Zone © 2003 EASTERN METAL SUPPLY, INC. BERTHA HVT" Accordion Shutter System DATE Drawn by DATE: 6/15/05 DRAWING No 05 -248 SHEET 9 OF 14 9 4.5 9 5.5 9 8 WALL MOUNTING 2 WALL MOUNTING 3 W O .HV WALL MOUNTING 3 W 1 HV 1" (Max.)B /0 HEADER/ SILL #1 2" (Max.)B /O HEADER/ SILL #2 NEGATNE DESIGN LOAD (psf) NEGATVE DESIGN LOAD (pef) WALL MOUNTING 4 NEGATIVE DESIGN LOAD (pef) 8 5 -, 14 12 10 9 8 3.5 - - 14 12 10 9 8 4.5 - - 14 12 10 9 8 7 - - 14 12 10 9 8 14 12 10 9 4 - - - 14 12 10 9 8 3.5 - 14.11.5 7 3 - - - - 14 11.5 7 6 3.5 - - 14 12 10 7 4 - - - 14 12 10 9 8 3 - 14 12 10 5 3 - - - 14 12 10 9 7 - - 14 12 10 9 8 6.5 - - 13.5 10 4 13.5 10 6.5 5 - - 14 12 10 9 8 7.5 - - 14 12 10 5 - 14 12 10 9 5.5 - 14 12 7.5 3.5 - 12 12 12 12 12 10 9 10 9 10 9 10 9 10 9 - 12 9 .3 - 14 12 7 3.5 - - 14 12 5 - 11 8.5 - 14 12 5 3.5 12 14 14 11 14 6 3 10 8 10 5.5 5.5 10 ' 5 - 14 12 3.5 14 12 10 3.5 - 10 7.5 .3.5 - 14 12 9.5 7 14 12 6.5 - 14 12 4.5 - 8.5 3.5 14 72 10 - 14 12 - T0 - - 14 9 - 14 6.5 14 12 6 74 12 3.5 14 12 10 9 8 6.5 4 - 13.5 10 7 5.5 4 - 14 12 10 9 8 5.5 - 12 9 6 4.5 3 14 12 10 9 7.5 14 12 10 8 5.5 11 8.5 5.5 3.5 - 14 12 10 9 - 14 12 10 6.5 - 14 12 9 5.5 - 14 12 10 14 12 7.5 8.5 6.5 3.5 14 12 9 14 12 6.5 MAXIMUM SPAN (ft) 14 12 10 9 8 5 3 - .14 6' -0" 14 12 10 9 8 5.5 - - 14 TAPCON AU. POINTS SOLID -SET WEDGE -BOLT • • ••• • • • IptAgD C lCRCTE • _• • WALL MOUNTING 1 W/ Q HV WAL �V%'(E) HV 1" (Max.)B /0 HEADER/ SILL #112" (Max.)B /0 HEADER/ SILL #2 . NEGATIVE DESIGN LOAD (pet) MEGA • • • 30 40 60 75 90 120 160 205 30 40 • CyP '16b 205 0 14 12 14 12 14 12 14 12 14 12 14 12 14 12 14 12 14 12 14 12 14 12 14 12 14 12 14 12 14 12 14 12 14 12 14 12 14 14 10.5 14 12 14 12 14 8.5 14 9.5 14 12 14 14 10 9 8 8 6 6 14 10 9 8 8 6 6 14 10 9 8 8 6 3.5 14 10 9 10 9 10 9 10 9 10 9 10 9 10 5.5 10 6.5 4 4.5 7.5 .3.5 4 8 8 6 4 14 8 8 6 6 14 8 8 4 3 14 8 8 5.5 - 14 8 8 6 4.5 14 5 5.5 8 3.5 4 7 3 .3.5 11 Il A .i ii ► i ► i i. � ► • • • • 0 01. # 20 14 - .14 - 14 14 14 14 14 14 14 14 14 14 - 14 12 7 12 10 12 10 12 10 12 10 12 10 12 10 12 10 12 10 12 10 12 10 12 70 12 10 12 10 12 10 12 10 12 10 12 10 12 10 12 10 12 10 12 5.5 12 6.5 DEIGN WAD (pgF) 144 8 3.5 - 8 4.5 - 14 12. 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 74 12 10 9 8 8 6 6 74 12 10 9 8 8 6 4 AUG 15 2005 MIAMI -DADE COUNTY P.E. SEAL /SIGNATURE /DATE 160 205 12 10 12 10 72 10 75 90 120 9 8 8 160 205 6 3 6 6 6 4.5 TILT.IT ENG1NEERING - _CCSMPfiN4 - N.W. 36th. 5t., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)571 -1530 . Fax : (305)871 -1531 . e -mail: tilteco©aol.com EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. # 44167 P URED CONCRETE /CONCRETE BLOCK * SEE ANCHOR SPECIFICATIONS ON SHEET 11 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 14 12 10 9 8 8 6 3 .14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 7.5 5.5 - 14 12 10 9 8 7.5 5.5 3.5 14 12 10 9 8 8 6 5 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 3.5 14 12 10 9 8 8 6 6 14 12 10 9 8 6 - - 14 12 10 9 8 6 4 - 14 12 10 9 .. 8 8 6 - 14 12 10 9 8 8 6 6 - 14 12 10 9 8 8 4 - 14 12 10 9 8 8 - 14 12 10 8 6.5 .3.5 - - 14 12 10 8 .7 5 14 12 10 9 8 8 - 14 12 10 9 8 8 8 7 - - 14 12 10 9 8 8 5.5 - - - 14 12 9 7 6 3.5 - - - 14 12 10 9 8 8 5 .3.5 14 12 10 9 8 6.5 3.5 - 14 71.5 7.5 6 5 - - 2290 NW 17th AVE. MIAMI, FLORIDA 33142 PH:(305)635 -3445, FAX:(305)635 -1335 F & F ALUMINUM & IRON MANUFACTURER, INC. (ASSA # 159) REV. Na 1 DESCRIPTION DATE Drawn by: J DATE: B/15/05 DRAWING No 05 -248 SHEET 10 CIF 14 EDGE DISTANCE VERSUS SPACING FOR ANCHORS ANCHUELleedThalSOM MAXIMUM ANCHOR SPACINGS ARE VAUD FOR 3 1/2" EDGE DISTANCE FOR 1/4 "0 TAPCON AND SOLID SET AND WEDGE -BOLT FOR E. D. LESS THAN THE ABOVE MENTIONED, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR ALL POINT SOUD SET ANCHORS IS 3"). REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 1, . l; „ a- i. . :. • : :L_ .: • • SPACING (in.) SCHEDULE FOR GIVE .) AND CORRESPONDING MAXIMUM ANCHOR* TAPCON MAX, SHUTTER SPAN. DESIGN NEGATIVE LOAD ALL POI NTS SOLID -SET , AND A CORRESPONDING MOUNTING 'HYPE FOR CONCRETE INSTALLATIONS MIN. SPACING = 3' WEDGE -BOLT • (SE6 MOdNTING •',.7, & 8 ON SHEET 6) • • • _ • • • • .• • • - • • MAXIMUM SPAN (ft) 0 OURtD CORE CEILING MOUNTING 5 FLOOR MOUNTING 6 FLOOR MOUNTING 7 FLOOR MOUNTING S NEGATIVE DESIGN LOAD (pef) NEGATIVE DESITI *TV. : *• : _ •• NEGATIVE DESIGN LOAD (pat) NEGATIVE DESIGN LOAD (p f) 30 40 60 75 90 120 160 205 30 40 60 75 • 90 • of ?�0 : � L9g $0 40 ; 60 75 90 120 160 205 30 40 60 75 90 120 160 205 3' -0" OR LESS , 14 12 10 9 8 8 6 6 14 12 10 9 •8 , :, S '6 • 1' 1 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 8 . 4` -0 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 5 14 12 10 9 8 7.5 5.5 4.5 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 5.5 14 12 10 9 8 8 6 5 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 5' -0" 14 12 10 9 8 8 6 5 14 12 10 9 8 8 6 6 14 12 10 9 8 7 5 4 14 12 70 9 8 6 4.5 3.5 14 12 10 9 8 8 6 5.5 14 12 10 9 8 8 6 6 14 12 10 9 8 8 8 4.5 14 12 10 9 8 7 5 4 14 12 10 9 8 8 6 6 14 r 12 10 9 8 8 6 6 H4 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 6' -0" '14 12 10 9 8 7.5 5.5 4 14 12 10 9 8 8 6 6 14 12 10 9 7.5 5.5 4 3 14 12 10 8 7 5 3.5 3 14 12 • 10 9 8 8 6 • 5 14 12 10 9 8 8 . 6 6 14 12 10 9 8 6.5 5 3.5 14 12 10 9 8 6 4.5 3.5 14 12 10 9 8 8 6 6 14 12 . 10 ' 9 8 8 6 6 14 12 10 9 8' 8 6 5.5 14 12 10 9 8 8 6 5 7' -0 • 14 12 10 9 8 6 4.5 3.5 14 12 10 9 8 8 6 6 14 12 10 8 6.5 5 3.5 - 14 12 9 7 6 4.5 3 - 14 12 10 9 8 7 5 4 14 12 10 9 8 8 6 6 14 12 10 9 7.5 5.5 4 3 14 12 10 8 6.5 5 3.5 3 14 12 10 9 5 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 4.5 14 12 10 9 8 7.5 .5.5 4 8'--0' 14 12 ' 10 9 7.5 5.5 4 - 14 12 10 9 8 8 6 - 14 12 8.5 7 5.5 4 3 - 14 11.5 7.5 6 5 4 3 - 14 12 10 9 8 6 4.5 - 14 12 10 9 8 8 6 - 14 12 10 8 6.5 5 3.5 - 14 12 9 7 6 4.5 3 - 14 12 10 9 8 8 6 . - ' 14 12 10 9 8 8 6 - 14 • 12 10 9 8 7 5 - r 14 12 10 9 8 6.5 5 - 9' -0 14 12 10 8 6.5 5 - - 14 12 10 9 8 B - - 14 11.5 7.5 6 5 3.5 - - 14 10.5 .7 5.54.5 3.5 - - 14 12 10 9 7.5 5.5 - - 14 12 10 9 8 8 - - 14 12 8.5 7 5.5 4 - - 14 12 8 6 5 4 - - 14 12 10 9 8 8 - - ! 14 12 10 9 8 8 - - 14 12 10 9 8 6 - - 14 12 10 9 7.5 5.5 - - 10' -0" '14 14 12 9 7 6 4.5 - - 14 12 10 9 8 8 - - 14 10.5 7 5.5 4.5 - - 72.5 9.5 6 5 4 3 - - 14 12 10 8 6.5 5 - - 14 12 10 9 8 8 - - 14 12 8 6 5 4 - - 14 10.5 7 5.5 4.5 .3.5 - - 14 12 10 9 8 7 - - 14 72 10 9 8 8 - - 14 12 10 9 7.5 5.5 - - , •14 12 10 8.5 7 5 - - 17' -0" 12 8 6.5 5 4 - - 14 12 10 9 8 8 - - 12.5 9.5 6 5 4 3 - - 11.5 8.5 5.5 4.5 3.5 2.5 - - 14 12 9 7 6 4.5 - - 14 12 10 9 8 8 - - 14 10.5 7 5.5 4.5 3.5 - - 13 9.5 6.5 5 4 3 - - 14 12 10 9 8 6.5 - - 14 12 10 9 8 8 - - 14 12 10 8 7 5 - - 14 12 9.5 7.5 6 4.5 - - 12' 14 11 7.5 6 5 - . - - 14 12 10 9 8 - - - 11.5 8.5 5.5 4.5 3.5 - - - 10.5 7.5 5 4 3.5 - - - -0" 14 12 8 6.5 5.5 - - - 14 12 10 9 8 - - - 13 10 6.5 5 4 - - - 12 9 6 4.5 4 - - - 14 12 10 9 8 - - - 14 12 10 9 8 - - - 14 12 9.5 7.5 6 - - - 14 12 8.5 7 5.5 - - - 13' 13.5 10 6.5 5.5 4.5 - - - 14 12 10 9 8 - - - )0.5 8 5 4 3.5 - - - 4 9.5 7 4.5 3.5 3 - - - -0" 14 11.5 7.5 6 5 - - - 14 12 10 9 8 - - - 12 9 6 4.5 4 - - - 11 8 5.5 4 .3.5 - - - 14 12 10 8.5 7 - . - - 14 12 10 9 8 - - - 14 72 8.5 7 6 - - - 14 12 8 6.5 5 - - - 14'-0" 12.5 9.5 6 5 - - - - 14 12 10 9 - - - - 10 7.5 5 4 - - - - 9 6.5 4.5 3.5 - - - - 14 10.5 7 5.5 - - - - 14 12 10 9 - - - - 11 8.5 5.5 4.5 - - - - 10 7.5 5 4 - - - - 14 12 10 8 - - - - 14 12 10 9 - - - - 14 12 8 6.5 - - - - 14 11 7.5 6 . - - - - 15' -0" f2 9 6 14 72 10 9 7 - 4.5 8 6 4 - - - - - 1.3.5 10 6.5 14 12 10 10.5 8 5 9.5 7 4.5 - - - - - - 14 12 9.5 14 12 10 14 11.5 7.5 14 10.5 7 - - - - - 16' -0 11 8 5.5 ' 1 4 12 10 8.5 6.5 4 7.5 5 . 5 . 4 - - - - - 12.5 9.5 6 - - - - - 14 12 1 0 10 7.5 5 - - - - - 9 6.5 4.5 - - - - - 14 12 9 , 74 12 10 14 10.5 7 13 9.5 6.5 - - - - - EDGE DISTANCE VERSUS SPACING FOR ANCHORS MAXIMUM ANCHOR SPACINGS ARE VAUD FOR 3 1/2" EDGE DISTANCE FOR 1/4 "0 TAPCON AND SOLID SET AND WEDGE -BOLT FOR E. D. LESS THAN THE ABOVE MENTIONED, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR ALL POINT SOUD SET ANCHORS IS 3"). REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. ACTUAL E. D. FACTOR WEDGE -BOLT 1/4 ° 0 TAPCON SOUD SET , MIN. SPACING = 3' MIN. SPACING = 3" MIN. SPACING = 3.5' 3" 0.83 0.83 0.78 2 1/2" 0.66 0.66 - • 2" 0.50 0.50 - Approve, a cerop -5 Florida C e Date • L • NOM ., ,p Miami Did '.: i 1 Ll;t MIAMI -DADE COUNTY • AUG 1 5 2005 P.E. SEAL /SIGNATURE /DATE /1 itTINC. \ TILLIT TESTING & ENGINEERING COMPANY 5,5 N.W. 36th. 5t, Ste. 305, VIRGINIA GARDENS. FLORIDA 33166 Phone : (305)571 - 1530 . Fax : (305)871 -1531 e -mail: tilteco( aol.com EB- 0006719 WALTER A. TII.UT Jr. P. E. FLORIDA Uc. # 44157 *NOTES ON ANCHOR REQUIREMENTS: POURED CONCRETE OR CONCRLIt BLOCK SUBSTRATES 1. ANCHORS TO WALL SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE: (Min. f'c = 3 kst) - 1/4 "0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. RAMSET/ RED HEAD. - 1/4 "0 x 3/4" ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. - 1/4 "0 WEDGE -BOLT ANCHORS AS MANUFACTURED BY POWERS FASTENING, INC. NOTES: A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 3/4 ", AND 2" FOR WEDGE -BOLT ANCHORS. A.2) MINIMUM EMBEDMENT OF 1/4 "0 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8" INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0 -20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1) & A.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. (8) TO EXISTING CONCRETE BLOCK WALL: - 1/4 "0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. RAMSET/ RED HEAD. - 1/4'0 x 3/4" ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. - 1/4'0 WEDGE -BOLT W/ 1/4 BLOCK -PLUG ANCHORS AS MANUFACTURED BY POWERS FASTENING, INC. NOTES: 8.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON & WEDGE -BOLT ANCHORS, I5 1 1/4 ". 9.2) MINIMUM EMBEDMENT OF 1/4 "0 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0 -20 S.S. MACHINE SCREW USED SHALL BE 1 1/2° LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES E3.1) & B.2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS Of THE ANCHOR'S MANUFACTURER. (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. F & F ALUMINUM & IRON MANUFACTURER, INC. (ASSA # 159) 2290 NW 17th AVE. MIAMI, FLORIDA 33142 PH:(305)635 -3445, FAX:(305)635 -1335 F.B.C.(High Velocity Hurricane Zone) @ 2003 EASTERN METAL SUPPLY, INC. REV. No 1 2 4 5 BERTHA HVTM Accordion Shutter System DESCRIPTION DATE Drawn by J.J.V. DATE: 8/15/05 DRAWING No 05 -248 SHEET 11 OF 14 • • + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES, 1. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4"0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX W/ MINIMUM EMBEDMENT AS INDICATED AT EACH SECTION ON SHEETS 13 & 14. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLDW CEILING SHALL BE AS PER MOUNTING TYPE 7W, SHEET 14 AND SHALL CONSIST OF LAG SCREWS AS PER NDS 1997 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: - SOUTHERN PINE No. 2 W/ G =0.55 (N.D.S) - DOUGLAS FIR W/ G =0.50 (N.D.S.) - SPRUCE PINE FIR NORTH W/ G =0.43 (N.D.S,) - SPRUCE PINE FIR SOUTH W/ G =0.36 (N.D.S.) -MIN. 1/2" CDX PLYWOOD (1986 APA) 4. ANCHORS SHALL BE INSTAI I FD FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. MIAMI -DADE COUNTY AUG 1 5 2005 P.E. SEAL /SIGNATURE /DATE 1 TILLIT TESTING & ENGINEERING COMPANY N.W. 35th. St. Ste. 305, VIRGINIA GARDENS, FLORIDA 33156 Phone : (305)871 -1530 . Fox : (305)871 - 1531 e - moil: tilteco ©ool.com EB- 0006719 WALTER A. 11LLIT Jr. P. E. FLORIDA Uc. # 44167 F & F ALUMINUM & IRON MANUFACTURER, INC. (ASSA # 159) 2290 NW 17th AVE. MIAMI, FLORIDA 33142 PH:(305)635 -3445, FAX:(305)635 -1335 F.B.C. (High Velocity Hurricane Zone) REV. No 3 5 Approved as essapi utth tise Merida B kf Cad Date to 0 NOA# 05 - 09Z . 115" Miami Dde Product Control By © 2003 EASTERN I'4ETAL SUPPLY, INC. BERTHA HIP Accordion Shutter System DESCRIPTION DATE Drawn by: J.J.Y. DATE: 8/15/05 DRAWING No 05 -248 SHEET 12 OF 14 AXIMUM DESIGN PR SSU - _ `.' ? NG ) .s.f. AN COR - ES • ON' MAXI UM NCHOR SPACI G . SC EDULE FO 1. GI N ,,. . HUTT R S'AN N_GATN D SIGN 0. AND A CORES° *ND! G •UN NG TYPE . • ••. e*: (SEE MOUNTINGS ON SHEETS 13 & 14). MAXIMUM SPAN (ft) : • • :...:( E__J FR :h.. 1' F===: I-- . SOUTHERN PINE No. 2' W/ • MIN. • G =0. 5 DOUGLAS FIR W/ MIN. a .m ;•• �•• ••• SPRUCE PINE FIR NORTH .• •: W/ MIN. G =0.43 SPRUCE PINE FIR SOUTH W/ MIN. G =0.36 1/2" MIN. CDX PLYWOOD WALL MOUNTINGS 1W, 2W,. 3W & 6W CEILING' Iv1 T 23W FLOOR MOUNTINGS 9W & 10W . WALL MOUNTINGS 1W, 2W, 3W & 6W CEILING MOUNT 8W FLOOR MOUNTINGS 9W & 1OW WALL MOUNTINGS 1 W, 2W, 3W & 6W CEILING MOUNT 8W FLOOR MOUNTINGS 9W & 10W WALL MOUNTINGS 4W & 5W NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) . NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) 30 40 60 75 90 105 30 40 60 75 90 105 30 .40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 3 3' -0" OR LESS 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 4' -0" 12 10 10 9 B 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 5'_0" 12 10 10 9 8 8 6 6 6 6 6 5.5 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 6' -0" 12 1 0 1 0 9 8 6.5 6 6 6 6 5.5 4.5 1 2 1 0 10 9 8 5 6 6 6 5.5 5 4.5 1 2 10 1 0 9 6 3.5 6 6 6 6 5 4.5 6 5 4 4 3.5 - 7' -0" 12 1 0 1 0 9 6.5 4 6 6 6 5.5 4.5 4 12 1 0 1 0 9 5 3 6 6 6 5 4 3.5 12 10 1 0 7 3.5 - 6 6 6 5 4 3.5 6 5 4 4 - - 8'-0" 12 1 0 1 0 7.5 4.5 3 6 6 6 5 4 3.5 12 1 0 10 6 3.5 - 6 6 5 4.5 3.5 3 1 2 1 0 1 0 4 - - 6 6 5 4.5 3.5 3 6 5 4 - - - 9' -0" 12 1 0 1 0 5 3.5 - 6 6 5.5 4.5 3.5 3 12 1 0 9 4 - - 6 6 4.5 4 3 3 1 2 1 0 4 3 - - 6 6 4.5 4 3 3 6 5 3.5 -- - - 10' -0" 12 1 0 7.5 4 - - 6 6 5 4 3 - ' 1 2 1 0 6 ' 3 - - 6 6 4 3.5 3 - 1 2 10 3 - - - 6 6 4 3.5 3 - 6 5 - - - - 1 1' -0" 12 1 0 5.5 . - - - 6 6 4.5 - - - 12 1 0 4.5 - - - 6 5.5 3.5 - - - 1 2 10 - - - - 6 5.5 4 - - - 6 5 - - - - 12' -0" 12 1 0 4.5 - - - 6 6 4 - - - 12 1 0 3.5 - - - 6 5 3.5 - - - 1 2 1 0 - - - - 6 5 3.5 - - - 6 5 - - - - 13' -0" . 12 1 0 - - - - 6 6 - - - - 1 1 0 - - - - .6 .4.5 - -. - - 1 2 7.5 - - - - 6 4.5 - - - - 6 4.5 - - - - 14' -0" 12 1 0 - - - - 6 5.5 - - - _ 12 7 - - - - 5.5 4.5 - - - - 1 2 7 - - - - 5.5 4.5 - - - . - 6 3 - - - - 15' -0" 1 2 - - - - - 6 - - - - - 12 - - - - - 5 - - - - - 1 2 - - - 16' -0" 12 - - - - - 6 - - - - - 12 - - - - . - 5 - - - - - 1 1,5 - - - - - 5 - - - - - 6 - - - - - • • + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES, 1. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4"0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX W/ MINIMUM EMBEDMENT AS INDICATED AT EACH SECTION ON SHEETS 13 & 14. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLDW CEILING SHALL BE AS PER MOUNTING TYPE 7W, SHEET 14 AND SHALL CONSIST OF LAG SCREWS AS PER NDS 1997 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: - SOUTHERN PINE No. 2 W/ G =0.55 (N.D.S) - DOUGLAS FIR W/ G =0.50 (N.D.S.) - SPRUCE PINE FIR NORTH W/ G =0.43 (N.D.S,) - SPRUCE PINE FIR SOUTH W/ G =0.36 (N.D.S.) -MIN. 1/2" CDX PLYWOOD (1986 APA) 4. ANCHORS SHALL BE INSTAI I FD FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. MIAMI -DADE COUNTY AUG 1 5 2005 P.E. SEAL /SIGNATURE /DATE 1 TILLIT TESTING & ENGINEERING COMPANY N.W. 35th. St. Ste. 305, VIRGINIA GARDENS, FLORIDA 33156 Phone : (305)871 -1530 . Fox : (305)871 - 1531 e - moil: tilteco ©ool.com EB- 0006719 WALTER A. 11LLIT Jr. P. E. FLORIDA Uc. # 44167 F & F ALUMINUM & IRON MANUFACTURER, INC. (ASSA # 159) 2290 NW 17th AVE. MIAMI, FLORIDA 33142 PH:(305)635 -3445, FAX:(305)635 -1335 F.B.C. (High Velocity Hurricane Zone) REV. No 3 5 Approved as essapi utth tise Merida B kf Cad Date to 0 NOA# 05 - 09Z . 115" Miami Dde Product Control By © 2003 EASTERN I'4ETAL SUPPLY, INC. BERTHA HIP Accordion Shutter System DESCRIPTION DATE Drawn by: J.J.Y. DATE: 8/15/05 DRAWING No 05 -248 SHEET 12 OF 14 EXISTING 4 EXISTING GLASS--- 2 "x4" CONT. WOOD PLATE REVD. EXISTING MIN. 2 "x4" WOOD HEADER REQUIRED MIN. SEPARATION TO GLASS (SEE SCHEDULE U ON SHEET 9) MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) WALL FINISH 1/4 "0 TAPCON W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. • • (SEE SCHEDULE ON SHEET 171 • ••• • • • • • • • • • • • • • WALL CONNECTION AT TOP <Faleeet•eu WALL FINISH 2 "x4" CONT. WOOD PLATE R ® REVD. 1/4 "0 TAPCON W/ 1/2" Min. PENETRATION OF THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 12) 1/2" MIN. CDX PLYWOOD REQ'D. EXISTING MIN. 2 "x4 STUDS ® 16" O.C. MAX. REQ'D. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.B.C. WALL CONNECTION AT BOTTOM c •• • • • • • • •. • • • •Nh' • • • ■•• • • MIAMI —DADE COUNTY ' DETAILS ON EXISTING WOOD BUILDINGS a I 7E7 • 11 EXISTING GLASS —g. tl EXISTING GLASS; .. • ••• • 1 1/2" MIN. CDX PLYWOOD REVD. WALL FINISH WALL FINISH EXISTING MIN. 2 "x4" WOOD HEADER REQUIRED MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) AUG 1 5 2005 P.E. SEAL /SIGNATURE /DATE 1/4 "0 TAPCON W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 12) 1/4"O-20x3/4" S.S. MACHINE SCREWS W/ 1/4 " -20 NUTS ® 12" O.C. —EQ 1 Minn 2* WALL CONNECTION AT TOP WALL CONNECTION AT BOTTOM • it 0 1 11 0 1/4 "0 TAPCON .W/ 1/2" Min. PENETRATION OF THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 12) " Min. 1/4 "0- 20x3/4" S.S. MACHINE SCREWS W/ 1/4 " - 20 NUTS ® 12 O.C. SCALE: 3/8"=1" / 1iEEINC. \ TILLIT TESTING & ENGINEERING COMPANY N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 hone : (305)871 -1530 . Fax : (305)871 -1531 e —mail: tilteco©aol.com EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. # 44167 EXISTING GLASS -II 11 MIN. SEPARATION II TO GLASS (SO SCHETUE ON N 9 SHEET 9) II II MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) WALL FINISH 2 "x4" CONT. SILL PLATE REVD. WALL CONNECTION AT BOTTOM 2 "x4" CONT. SILL PLATE REQ • • 0 1" Min- 1/4 "0- 20x3/4" S.S. MACHINE SCREWS USING 1/4 " -20 NUTS 12" 0.C. 1/4 TAPCON W/ 1 1/2" Min. PENETRATION OF THREADED AREA © MIDWIDTH OF W000 PLATE. (SEE SCHEDULE ON SHEET 12) WALL CONNECTION AT BOTTOM F.B.C.(High Velocity Hurricane F & F ALUMINUM & IRON MANUFACTURER, INC. (ASSA # 159) 2290 NW 17th AVE. MIAMI, FLORIDA 33142 PH:(305)635 -3445, FAX:(305)635 -1335 DR() 1/4 "0 TAPCON W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO. EXISTING WOOD PLATE . (SEE SCHEDULE ON SHEET 12) REV. No 1 2 3 4 5 11 x 0 NOTE: 1 —SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2— MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. Approved sot eomp with Ito Florida Baling Cod NOM o — C eft-4 Miami D,<& Pro iast Control © 2003 EASTERN METAL SUPPLY, INC. Zone) BERTHA HIP Accordion Shutter System DESCRIPTION DATE Drawn by J.J.Y. DATE: 8/ 15/05 DRAWING No 05 -24B SHEET 13 OF 14 #14x3/4" S.M.S. 0 6" 0.C. I. OPEN HOLE AT EACH STUD TO ACCEPT 5/16 "0 LAG SCREW AT CENTER OF TUBE. MIN. SEPARATION I TO GLASS (SEE SCHEDULE ON SHEET 9) EXISTING GLA O © HOLLOW CEILING MOUNTING INSTALLATION EXISTING GLASS-- EQ MIN. SEPARATION TO GLASS - I (SEE SCHEDULE ON SHEET 9) 1/4"� TAPCON W/1 1/2" Min. PENETRA ON OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 12) EQ 2" MIN. -4 C FLOOR CONNECTION 2" MIN. © • • • • • • ••• • • • • • • • ••• • • f6GE' (II` APPLICABLE) • •• ••• ••• i E=fLSA Ni ;0. • • _ ,(4,. xP oK.: • • • • • • ; • ••• •• •1 "R1, " eONT. ALUM. TUBE (6063 -T6 ALLOY) W/ (3)5/16 "0 LAG SCREWS TO EACH RAFTER OR TRUSS. LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD MEMBER, (2" Min. NOMINAL. WIDTH) W/ 2" Min. PENETRATION OF THREADED AREA. VALID FOR INSTALLATIONS WITH 72psi MAX. DESIGN LOAD AND 9' -0" MAX. SPAN. THIS INSTALLATION IS ONLY VALID FOR WOOD W/ MIN. SPECIFIC GRAVITY OF 0.50 AS DOUGLAS FIR OR SOUTHERN PINE No. 2. OR EQUAL. 2 "x6" MIN. WOOD DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK IF APPLICABLE Approved ss complying Florida m ing C ,w o S� Aa1e NOA# Miami, pride Frady Costroi NOTES: 1 -SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. MIAMI -DADE COUNTY • • ••• • ERIS1'�N! WOOD • • •• • TRUSSES•OR • . . • RitiF fili t4" • • O.C. REQUIRED P.E. SEAL /SIGNATURE /DATE 4 "x8" (Min.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. 1/4 "0 TAPCON W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD BEAM. (SEE SCHEDULE ON SHEET 12) EXISTING GLASS -- 4i* SOFFIT MOUNTING INSTALLATION — !MIN. SEPARATION TO GLASS EXISTING (SEE SCHEDULE GLASS\ ON SHEET 9) 2 "x6" MIN. WOOD DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK IF APPLICABLE MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) ALTERNATE ANCHOR LOCATION 1/4 "0 TAPCON. W/1 1/2" Min. PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 12) SCALE: 3 /13" = 1" / TWINC. \ TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 3fith. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 53166 AUG 1 5 2005 Phone : (305)871 -1530 . Fox : (305)871 -1531 e - mail: tilteco ®aol.com EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA U. # 44167 UE DR© #1 0x3/4" IEX WASHER HEAD TEK SCREWS f ® 12" O.C. FLOOR CONNECTION EDGE OF DECK IF APPLICABLE 2 "x4" MIN. WOOD STUDS. (AS APPLICABLE) WALL FINISH EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) ®OR ©OR ©OR OR ©OROI -I-® F & F ALUMINUM & IRON MANUFACTURER, INC. (ASSA # 159) 2290 NW 17th AVE. MIAMI, FLORIDA 33142 PH :(305)635 -3445, FAX:(305)635 -1335 EN Q CONNECTION DETAIL 2 " x4" MIN W000 STUDS REQ'D. EXISTING}FGLASS — MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) OF OR ®OR CO OR OOR0•{-9 END CONNECTION DETAIL REV. No 1 2 3 4 5 DESCRIPTION /2" MIN. WALL FINISH 1/4 "0 TAPCON ANCHOR ® 6" 0.C. W/ 1 1/2" MIN. PENETRATION INTO STUDS OR W/ MIN. 1/2 " PENETRATION TO 1/2" CDX PLYWOOD IF NO STUDS EXIST. 1/2 MIN. CDX PLYWOOD. 10x1/2" S.M.S. 16" 0.0 1/4 TAPCON ANCHORS W/ 1 1/2" MIN. PENETRATION ® 12" O.C. F.B.C.(High Velocity Hurricane Zone) © 2003 EASTERN METAL SUPPLY, INC. _ BERTHA A HV' Accordion Shutter System DATE Drawn by: J.J.V. DATE: B/ 15/05 DRAWING No 05 -248 SHEET 14 OF 14 h'i.t1 r-Y(;141.P.1-t;1,7,:0-14: . \ / /. N. / %: /S \ / . /E• EQ I I/"' LL 1 / ° ' 1111 ' szer #14x3/4" S.M.S. 0 6" 0.C. I. OPEN HOLE AT EACH STUD TO ACCEPT 5/16 "0 LAG SCREW AT CENTER OF TUBE. MIN. SEPARATION I TO GLASS (SEE SCHEDULE ON SHEET 9) EXISTING GLA O © HOLLOW CEILING MOUNTING INSTALLATION EXISTING GLASS-- EQ MIN. SEPARATION TO GLASS - I (SEE SCHEDULE ON SHEET 9) 1/4"� TAPCON W/1 1/2" Min. PENETRA ON OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 12) EQ 2" MIN. -4 C FLOOR CONNECTION 2" MIN. © • • • • • • ••• • • • • • • • ••• • • f6GE' (II` APPLICABLE) • •• ••• ••• i E=fLSA Ni ;0. • • _ ,(4,. xP oK.: • • • • • • ; • ••• •• •1 "R1, " eONT. ALUM. TUBE (6063 -T6 ALLOY) W/ (3)5/16 "0 LAG SCREWS TO EACH RAFTER OR TRUSS. LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD MEMBER, (2" Min. NOMINAL. WIDTH) W/ 2" Min. PENETRATION OF THREADED AREA. VALID FOR INSTALLATIONS WITH 72psi MAX. DESIGN LOAD AND 9' -0" MAX. SPAN. THIS INSTALLATION IS ONLY VALID FOR WOOD W/ MIN. SPECIFIC GRAVITY OF 0.50 AS DOUGLAS FIR OR SOUTHERN PINE No. 2. OR EQUAL. 2 "x6" MIN. WOOD DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK IF APPLICABLE Approved ss complying Florida m ing C ,w o S� Aa1e NOA# Miami, pride Frady Costroi NOTES: 1 -SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. MIAMI -DADE COUNTY • • ••• • ERIS1'�N! WOOD • • •• • TRUSSES•OR • . . • RitiF fili t4" • • O.C. REQUIRED P.E. SEAL /SIGNATURE /DATE 4 "x8" (Min.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. 1/4 "0 TAPCON W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD BEAM. (SEE SCHEDULE ON SHEET 12) EXISTING GLASS -- 4i* SOFFIT MOUNTING INSTALLATION — !MIN. SEPARATION TO GLASS EXISTING (SEE SCHEDULE GLASS\ ON SHEET 9) 2 "x6" MIN. WOOD DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK IF APPLICABLE MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) ALTERNATE ANCHOR LOCATION 1/4 "0 TAPCON. W/1 1/2" Min. PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 12) SCALE: 3 /13" = 1" / TWINC. \ TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 3fith. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 53166 AUG 1 5 2005 Phone : (305)871 -1530 . Fox : (305)871 -1531 e - mail: tilteco ®aol.com EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA U. # 44167 UE DR© #1 0x3/4" IEX WASHER HEAD TEK SCREWS f ® 12" O.C. FLOOR CONNECTION EDGE OF DECK IF APPLICABLE 2 "x4" MIN. WOOD STUDS. (AS APPLICABLE) WALL FINISH EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) ®OR ©OR ©OR OR ©OROI -I-® F & F ALUMINUM & IRON MANUFACTURER, INC. (ASSA # 159) 2290 NW 17th AVE. MIAMI, FLORIDA 33142 PH :(305)635 -3445, FAX:(305)635 -1335 EN Q CONNECTION DETAIL 2 " x4" MIN W000 STUDS REQ'D. EXISTING}FGLASS — MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) OF OR ®OR CO OR OOR0•{-9 END CONNECTION DETAIL REV. No 1 2 3 4 5 DESCRIPTION /2" MIN. WALL FINISH 1/4 "0 TAPCON ANCHOR ® 6" 0.C. W/ 1 1/2" MIN. PENETRATION INTO STUDS OR W/ MIN. 1/2 " PENETRATION TO 1/2" CDX PLYWOOD IF NO STUDS EXIST. 1/2 MIN. CDX PLYWOOD. 10x1/2" S.M.S. 16" 0.0 1/4 TAPCON ANCHORS W/ 1 1/2" MIN. PENETRATION ® 12" O.C. F.B.C.(High Velocity Hurricane Zone) © 2003 EASTERN METAL SUPPLY, INC. _ BERTHA A HV' Accordion Shutter System DATE Drawn by: J.J.V. DATE: B/ 15/05 DRAWING No 05 -248 SHEET 14 OF 14 Cfri 01._ n11 C3P1 5 I+v •.. • • • • ••• •• • • • ••• •• • • • • ••• • • ••• .• • • • • • • • • • • • .•. • • • • •:.•.'• • • • • • • • • • • ..• ..: • •• • • • .•• ••• •• • • • • •• •• ••. • • ' • ' • • ' •• GARAGE 1 14 13 FAMILY ROOM AM. 9 130 NW 102 St MIAMI SHORES, FL 33150 10 BATH ,2 MCIERTal At 2 1 2101 B BEDROOM 3 MULLION opening [Description of WindoWroduct or Doors or Mullior Acceptanceroduct Number Approv &ping Design Pressua ( +) (-) Design Pressure ( +) (-) Rough Opening Size Shutter Requiret'ullion Yes / No Require Impact Yes / No Yes / No 1 Windows 03- 0910.04 53.7 53.7 2 - 37 "x63" Yes Yes NO Mullion 06- 0905.11 3 x 5 2 Window 03- 0910.04 60 66.9 37 "x50 "5 /8 Yes No No 3 Window Egress 03- 0910.04 60 66.9 37 °x50 "5 /8 Yes No No 4 Window Egress 03- 0910.04 60 66.9 37 "x50 °5 /8 Yes No No 5 Window 03- 0910.04 60 66.9 37°x50 "5 /8 Yes No No 6 Window Tempered 03- 0910.04 60 152.9 19 "1/8 x 38 °3/8 Yes No No 7 Window 03- 0910.04 60 78.4 19 °1/8 x 38 °3/8 Yes No No 8 Window 03- 0910.04 60 66.9 375(50 °5 /8 Yes No No 9 Window 03- 0910.04 60.7 78.4 19°1/8 x50 "5 /8 Yes No No 10 Window tempered 03- 0910.04 60.7 78.4 19 °1/8 x 38 "3/8 Yes No No 11 Window 02- 1107.02 47.4 47.4 74" x 50 °5/8 Yes No No 12 Window 03- 0910.04 60 66.9 3 - 37 °x50 °5 /8 Yes Yes No Mullion 06- 0905.11 3 x 4 Mullion 06- 0905.11 3 x 4 13 Window 03- 0910.04 60 66.9 2 - 37 "x50 "5 /8 Yes Yes No Mullion 06- 0905.11 3 x 4 14 Window 03- 0910.04 60.7 61.5 37 °x38°3/8 Yes No No 4 5441111 4%5 0,012417015_4 6 64.c_opotiat ta mits_ Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: 130 NW 102 St Permit No. F &"' . . • : • ' ' •' • • • :•:. uminum and Iron Mfg:, 2290 NW 17th Avenue - 4 en:Ii,.FL 33142.. • • • Tel (305) 635 -3445 - FAX (3051.635 -Met ' • Dear wilding Official • • ••. • • • • •• • • • •• • . • • • . • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • ••• •• Shutter Product Approval Authorization Form e are Miami -Dade County Notice of Acceptance (NOA) holders for the " , - rtha HV" Aluminum, Accordion Shutter System. 's letter authorizes4S6" 4. se/24/ /Z P to utilize our accor on shutter system under NOA No 05 -0926 at the following 3 ad `° s: �3� (,41 d.7 7 5 -ems! / w�.a �'"" "fir' Jf Since Fern Presicf n form must accompany the application for the building permit shall become part of the permit documents. authorized signature must bear the raised corporate seal of the mpany holding the Miami Dade County Notice of Acceptance. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • NOTICE OF ACCEPTANCE (NOA) F & F Aluminum and Iron Manufacturer, Inc. 2290 N.W. 17 Avenue Miami, Florida 33142 • • ••• . •• • • • • • • • • • • • • •• • • • •.• • • •• • • • •4• . • • • • • • •.. • MIAMI -DADE COUNTY, FLORIDA MBTR ®!I1ADE FLAGLER BUILDING • • • • .. • • ' • • • • • • 144 WEST' 1$L,�GLER STREET, SUITE 1603 • • • • • • • • . MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 .. ••• • wA'w.buildin2codeonline.com •• • • • • . • • ' • • • • • • .. ' :: • . •o • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: " Bertha HV " Aluminum Accordion Shutter System APPROVAL DOCUMENT: Drawing No. 05 -248, titled " Bertha HV Accordion Shutter System ", sheets 1 through 14 of 14, prepared by Tilteco, Inc., dated August 15, 2005, signed and sealed by Walter A. Tillit Jr., P.E. bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1, evidence submitted page E -1 as well as approval document mentioned above. The submitted documentation was reviewed by HeImy A. Makar, P.E. 1/2-4/ NOA No 05- 0926.05 Expiration Date: 11/24/2010 Approval Date: 11/24/2005 Page 1 F & F Aluminum and Iron Manufacturer, Inc. A. DRAWINGS ' - 1. Drawing No. 05 -248, titled " Bertha HV A'ci di c:ion i'l jztteP. System ", sheets 1 through 14 of 14, prepared by Tilteco, Ino.t'datetz'A`ugusF 1 S: 2005, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. See Association's generic approval under 05 -0227. C. CALCULATIONS 1. See Association's generic approval under 05 -0227. D. QUALITY ASSURANCE 1. By Miami -Dade Building ,Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 05 -0227. F. • • • • 0 • • : • • • • ' • • • • •• • • • • • • • • • • • • •• • • • • • • • • • • • •• • • • •• • • • • ••• • • •• NOTICE OF ACCEPTANCE: X�1�3 STATEMENTS 1. Release letter issued by the American Shutter Systems Association, Inc., dated September 9, 2005, certifying this product to meet the criteria of product tested and approved, and allowing F & F Aluminum and Iron Manufacturer, Inc. to use the test results approved under Dade County Approval No: 05 -0227, signed by Legny Santana. 2. Acknowledgment letter by F & F Aluminum and Iron Manufacturer, Inc., dated September 19, 2005, signed by Mr. Fernando S. Ruiz. 3. Letter by Tilteco Inc., dated August 25, 2005, _certifying that the drawing (No. 05- 248) prepared for F & F Aluminum and Iron Manufacturer, Inc., signed and sealed by Mr. Walter A. Tillit, Jr., P.E., is engineering wise identical to ASSA 's generic drawing (No. 05 -072). E -1 tiCj Helmy A. Makar, P. E. Product Control Examiner NOA No 05- 0926.05 Expiration Date: 11/24/2010 Approval Date: 11/24/2005 Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: WS -8 -07 -1777 Invoice Number: WS -8 -07 -29555 Applicant: ROSE BELIZAIRE Company Name: Owner Address: 130 NW 102 ST MIAMI, FL 33150 -1232 Job Address: 130 102 Street NW Miami Shores Village, FL Date Payment Type Thursday, August 23, 2007 08/23/2007 Check Check Number 1041 Amount $268.20 Change $0.00 Total Payment: $268.20 Page 1 of 1