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WS-18-3013Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit NO.: WS-10 Issue Date: 10/09/2018 8-3013 Permit IV R Number: 100256 Permit Type: Windows/Shutters Work Ciossifretrtion: Shutters Permit'Status: Approved Expiration: 04/01/2019 Parcel Number 1201 NE 103RD ST, Miami Shores, FL 33138 1132050200060 P Contacts LORINE MCGEE 1201 NE 103 ST, MIAMI SHORES, FL 331382653 Owner ARMOR SCREEN CORPORATION JOHN FISCHER 2744 HILLSBORO RD, WEST PALM BEACH, 33405 Business: 5618418890 PERMITMIKE@HOTMAIL.COM Contractor Description: INSTALLATION OF REMOVABLE SHUTERS AND MANUAL ROLL -UPS SHUTTERS Fees Amount Application Fee - Other CCF DBPR Fee DCA Fee Education Surcharge Scanning Fee Technology Fee Windows/Shutters Fee $50.00 $7.80 $2.00 $2.00 $2.60 $9.00 $2.50 $50.00 Total: $125.90 Valuation: Total Sq Feet: $ 12,481.00 0.00 Payments Total Fees Check # 30578 Amount Due: Amt Paid $125.90 $125.90 $0.00 Inspection Requests: 49 Building Department Copy 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 wor p' be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named . or to do stated. Authorized Signature: Owner / Applicant / Contractor ent / Date October 09, 2018 Page 2 of 4 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number. INSP-001974-2018 Permit Number. WS-10-18-3013 Scheduled Inspection Date: November 30, 2018 Inspector. Naranjo, Ismael Owner. LORINE MCGEE Address: 1201 NE 103RD ST Project Permit Type: Windows/Shutters Inspection Type: Building Final Work Classification: Shutters Phone Number: Miami Shores, FL 33138 Parcel Number: 1132050200060 Contractor: ARMOR SCREEN CORPORATION Phone Number. 5618418890 JOHN C FISCHER Building Department Comments INSTALLATION OF REMOVABLE SHUTERS AND MANUAL ROLL -UPS SHUTTERS Checklist Item General Comments Pass Faiss Comments Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. November 29, 2018 For Inspections please call: 305-782-4949 Page 18 of 45 4 BUILDING PERMIT APPLICATION OBUILDING ❑ ELECTRIC Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑ ROOFING ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: 1201 NE 103 ST RECEIVED OCT 0 2 2018 c-41 ( 1 FBC 201 Master Permit No. KS to-- 3013 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: . Miami Shores County: Miami Dade Zip: Folio/Parcel#:11 3205 020 0060 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): LORINE MCGEE Address:1201 NE 103 ST Phone#: City: MIAMI SHORES State: FLORIDA Zip: 33138 Tenant/Lessee Name: Phone#: Email: yeliqVii647N,CCd'ikthlt'LaJtj CONTRACTOR: Company Name: ARMOR SCREEN CORPORATION Address: 2744 HILLSBORO RD City: WEST PALM BEACH State: FLORIDA Qualifier Name: JOHN C FISCHER Phone#: State Certification or Registration #: CGC1522990 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Phone#: 561.841.8890 Value;of Work for this Permit: $12,481.00 Type of Work: ❑ Addition ❑ Alteration Square/Linear Footage of Work: Zip: 33405 ❑■ New ❑ Repair/Replace ❑ Demolition Description of Work: INSTALLATION OF REMOVABLE SHUTTERS & MANUAL ROLL -UPS SHUTTERS Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ t ,ram TOTAL FEE NOW DUE$ i2— (Revised02/24/2014) 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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. Signatur OWNER or AGENT The foregoing instrument was acknowledged before me this itil day of 4v11Q, 20 IS , by (\/� I `lU r-1q M,� , . ic�e, who is personally known to T me or who has produce I J rl V.Q 1' [ I (\ \ ' as identification who did . e an • . h. NOTARY PU Sign: Print: Seal: ************ APPROVED BY YANADRIETO MY COMMISSION # FF 214031 EXPIRES: March 25, 2019 Bonded Thru Notary Public Underwriters Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of \icln� ,20 I ,by f `n , who is personally knownsn me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ANDREA HEERNANDEZ MY COMMISSION # FF 897963 EXPIRES: November9, 2019 Bonded Thru Notary Public Underwriters ****************************************************************i *************** cb u3jci,) Plans Examiner Zoning Structural Review Clerk (RevisedO2/24/2014) 6/27/2018 Property Search Application - Miami -Dade County IFFICE OF TE i� Summary Report Property Information Folio: 11-3205-020-0060 Property Address: 1201 NE 103 ST Miami Shores, FL 33138-2653 Owner LORINE MCGEE Mailing Address 1201 NE 103 ST MIAMI SHORES, FL 33138-2653 PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 4 / 3 / 1 Floors 1 Living Units 1 Actual Area 5,114 Sq.Ft Living Area 3,469 Sq.Ft Adjusted Area 4,184 Sq.Ft Lot Size 17,160 Sq.Ft Year Built 1960 Assessment Information Year 2018 2017 2016 Land Value $618,377 $618,377 $574,774 Building Value $335,320 $313,603 $316,031 XF Value $3,699 $3,735 $3,769 Market Value $957,396 $935,715 $894,574 Assessed Value $594,704 $582,473 $570,493 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $362,692 $353,242 $324,081 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Widow Exemption $500 $500 $500 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 5-6 53 42 .28 AC MIAMI SHORES SEC 8 REV PB 31-41 TRACT 187 A LOT SIZE IRREGULAR OR 15556-929 0692 1 Generated On : 6/27/2018 Taxable Value Information 2018 20172016 County Exemption Value $50,500 $50,500 $50,500 Taxable Value $544,204 $531,973 $519,993 School Board Exemption Value $25,500 $25,500 $25,500 Taxable Value $569,204 $556,973 $544,993 City Exemption Value $50,500 $50,500 $50,500 Taxable Value $544,204 $531,973 $519,993 Regional Exemption Value $50,500 $50,500 $50,500 Taxable Value $544,204 $531,973 $519,993 Sales Information Previous Sale Price OR Book -Page Qualification Description 06/01/1992 $275,000 15556-0929 Sales which are qualified 05/01/1988 $315,000 13695-586 Sales which are qualified 01/01/1979 $200,000 10273-1506 Sales which are qualified 05/01/1972 $115,000 00000-00000 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: DURABLE POWER OF ATTORNEY 1. I, LORINE MCGEE, of Palm Beach County, Florida, hereby appoint MARTHA I. MCGEE, my true and lawful attorney in fact for me and in my name place and stead, and for my use and benefit: a. To exercise, do, or perform any act, right, power, Iduty or obligation whatsoever, that I now have or may acquire the legal right, power, or capacity to exercise, do, or perform in connection with, arising out of, or relating to any person, item, things, transaction, real or personal property, tangible or intangible, or matter whatsoever; b. To ask, demand, sue for, recover, collect, receive, and hold and possess all such sums of money, debts, dues, bonds, notes, checks, drafts, accounts, deposits, legacies, bequests, devises, interests, dividends, stock certificates, certificates of deposit, annuities, 'pension and retirement benefits, insurance benefits and proceeds, documents of title, choices in action, personal and real property, intangible and tangible property and property rights, and demands whatsoever, liquidated or unliquidated, as. are now, or shall hereafter become due, owing, payable, owned or belonging to me or in which I have or may acquire an interest, and to have, use and take all lawful ways and means and legal and equitable remedies, procedures, and writs in my name for the collection and recovery thereof, and to compromise, settle, and agree for the same, and to make, execute, and deliver for me and in my name all endorsements, acquittances, releases, receipts, or other sufficient discharges for the same; c. To lease, purchase, exchange, and acquire, and to bargain, contract, and agree for the lease, purchase, exchange, and acquisition of, and to take, receive and possess any real or personal property whatsoever, intangible or tangible, or interest therein, on such terms and conditions, and under such covenants, as such attorney in fact,shall deem proper; d. To improve, repair, maintain, manage, insure, rent, lease, sell, release, convey, subject to liens, mortgages, and hypothecate, and in any way or manner deal with all or any part of any real or personal property, intangible or tangible, whatsoever, or any interest therein, which I now own or may hereafter acquire, for me and in my name, and under such terms, conditions, and under such covenants as such attorney shall deem proper; e. To sign, endorse, execute, acknowledge, deliver, receive, and possess such applications, contracts, agreements, options, covenants, deeds, conveyances, security agreements, bills. of sale, leases, mortgages, assignments, insurance policies, bills, bonds, debentures, checks, drafts, notes, stock certificates, proxies, warrants, commercial paper, receipts, withdrawal receipts and deposits instruments relating to accounts or deposits in, or certificates of deposit of, banks, savings and loan or other institutions or associations, proofs of loss, evidence of debts,' 1 H releases, and satisfaction of mortgages, judgments, liens, security agreements, and other debts and obligations, and such other instruments in writing of whatever kind and nature as may be necessary or proper in the exercise of the rights and powers herein granted. f. To transfer securities and other property, real or personal, to any trust established by me, whether before or after execution of this power, and to make such gifts (to my attorney and others) and such contributions for charitable, religious, educational and public purposes as my attorney may deem advisable in light of my past practice, my estate plan and my desire to minimize current and -prospective state and federal income, estate and inheritance taxes. 2. I grant to my attorney in fact full power and authority to do and perform all and every act and thing whatsoever requisite, necessary, and proper to be done in the exercise of any of the rights and powers herein granted as fully to all intents and purposes as I might or could do if personally present, hereby ratifying and confirming all that my attorney in fact shall lawfully do or cause to be done by virtue of this power of attorney and the rights acid powers herein granted. 3. This instrument is to be construed and interpreted as a durable power of attorney which shall not be affected by my 'disability except as provided by statute. The power conferred on said attorney in fact by this instrument shall be Pxercisable from the date of this incapacity on my part, unless otherwise provided by Statutes of the state of Florida. All acts done by said attorney in fact pursuant to the power conferred during any period of my disability or incompetence shall have the same effect and inure to the benefit of and bind me and my heirs, devisees, and personal representatives, as if I were competent and not disabled. This durable power of attorney shall be non -delegable and shall be valid until such time as I shall die, revoke this power, or be judged incompetent by a court of competent jurisdiction. Signed, sealed and del. ere i• esence o WITNESS WITNESS 2 STATE OF FLORIDA COUNTY OF PALM BEACH The foregoing instrument was acknowledged before me this Jy.A day''of 7/ /, 1993, by, LORINE MCGEE, who is personally known ,to me ced /i�/ ,q •- s- identif iffati:oB and who di-d (did not) take an oath. Accepted: MAR HA I. MCGEE NOTARY S TATE OF FLORIDA ,pyirt, OFFICIAL SEAL i ; . Barbara Mitts Chancey i : My Commission Expires t Jan. 19, 1997 •se4S 1,1prFi Comm. No. CC 253814 3 . , AR ,,,,..,„..,. SCRE , -4 I" , . Sales Agreement N. 2744 Hillsboro Road • West Palm Beach. FL 33405 Phone: (561) 841.8890 • Fax: (561) 841-8892 www.armorscreen.com iURF2tGAtVE �?iROTECT.1tIV Dorian Serban (561) 365-0546 License Number: CGC1522990 'PROPOSAGSUBMiTTED,TCit' :. `. Name: Martha McGee Address: 1201 NE 103 St Phone: 305.206.0293 Miami Shores F133138 Cell: Fax:{ Email: auntmar@aoLcom x;JOB.iNEORh1AT[OAI :. Job Name: McGee - Address: (Same) Screen Color: TBD Total Screens Quoted: 5 County: Miami -Dade AVI ARE:PLEASED TO'Q.UOTE.YOU AS`:FOCWWS . `. ;Date: Jane10; 2018 z- 'ro supply and install the Armor Screen necessary structural work is not included the agreed specifications involving extra costs estimate. The Armor Scrcti i System will contract is paid in full. This proposal is PaymenbSchedule: Deposit is due upon signing contract. Second before screen production. Final Payment is Job Specific Notes: Flexible Wind Abatement System. Any unexpected Sub Total: $12,451.00 on this quote. Any alteration to or deviation from Storage Bags: $30.00 will become an extra charge over and above this the Armor Screen Corp. until Remote and Crank remain property of subject to acceptance within 30 days. Taxable Sub Total: $12,481.00 Sales Tax 7.0% $178.22 Permitting Fees: $424.00 Engineering Fees: $250.00 payment due upon installation of harchsare and due upon final inspection. Old Shutter Removal: $500,00 passed Total Job Cost: $13,833.22 50% Deposit: $6,916,61 Buckle and strap for front door and kitchen L R am►- ' Oct C) window. Manual roll ups for patio. 40% Payment: $5,533.29 1� �0\2a Final Payment: $1,383.32 , ., •Final Payment to be Collected Upon Passed Final Inspection WARRANTY,:INIi ORt11AT1Q N Arnnr Sawn is warranted against defects In manufacture for 10 years prorated from purchase or acceptance tabor warranty Is one year Defects nalsl he reported Immediately Armor Screen Is not responsible for additional warranties extended by an Amur Screen dealer r subcontractor Upon delivery. the screens will perform to rest standards Armor Screen's only obirgatmn under this limited warranty shall be to replace or repair. at its option, those parts. which are deemed defective Amer Screen does not warrant the sun ivability of the structure Near and tear is not covered by this wamanta Acceptance of Proposal The above prices, specifications, and cord j% are hereby accepted. 1.5%monthly interest to be applied to late payments. Armor Screen is authorized to do the %York as specifi . %,. rScre is rized to use photographs or video of the installation for advertising purpos s Authorized Signature: / PO Date: ( 2,/ 1 /' Armor Screen Authorized Representative: Date: Copyright Armor Screen Coro 2009 Page 1 of 2 CONFIDENTIAL MATERIAL rev. 10.22.09 SCREEN, CONDITIONS CONDITIONS OF SALE AuPrai -nNc Prto ernon 1. ACCEPTANCE AND CLERICAL ERRORS. This proposal is rendered for prompt acceptance and is void unless accepted by the purchaser within 30 days from the date hereof unless extended in writing by the Seller It is subject to subsequent correction in case of clerical error 2. CREDIT: Seller reserves the right to reject acceptance of this offer because of matters of credit or other conditions not satisfactory to it 3 DELAYS. Seller shall not be liable for any damages, delays or prevention of work caused by strikes, lockouts, embargoes. riots, fires. Roods. tornadoes, other acts of God, accidents, war, govemment interference and any other causes beyond Sellers control Delays in processing this order due to causes beyond 'the Seller's control, or because of delays on the pan of the Purchaser, which results in increased labor andror material costs shall be subject to negotiations for adjustment to the contract to reflect such Increased costs Time of completion shall be extended by such amount of time as lost by these days The payer hereby agrees to extend any statutory time requirements to such date as Seller in its sole discretion deems reasonable. 4 BACKCIIARGES. No back charges of any nature will be accepted by Seller without prior authorization in writing from Seller 5 STORAGE SPACE: If erection of materials is included in this contract, Purchaser agrees to provide safe and adequate storage for such matenals both before and during installation at no expense to the Seller Purchaser agrees to be responsible for damage to the Seller's materials when damage is caused by others than those employed by the Seller during the progress of the job. O. SHOP DRAWINGS: Shop drawings prepared by the Seller and approved by the architect and the Purchaser shall be deemed to be the correct interpretation of the work to be preformed and work will commence only upon approval of such shop drawings 7 PREPARATION: The Purchaser agrees to fully prepare and make ready. in advance of installation, all job areas, surfaces and openings in order to permit continuous and uninterrupted installation work. 8 INSURANCE: Seller agrees to carry Workmen's Compensation Insurance in compliance with the Workmen's Compensation Law of the state in which the work is being performed. Seller also agrees to carry Public Liability insurance in limits of 31,000,000 00/2.000,000 00 for Bodily Injury and 5250,000.00.5500,000.00 for Property Damage. Any additional coverage that may be required will be for the account of the Purchaser 9 TAXES: This proposal does not include any Federal, State, or Municipal sales or use tax, unless so stated in this proposal. 10 WORK NOT INCLUDED: This proposal does not include furnishing or installing of any structural steel, flashing glass, scaffolding, or caulking, or any items such as shipping, masonry. changes of opening, cutting of holes for other trades, fumishing of material or labor necessary to correct the mistakes of others, physical protection, cleaning or protection of work after installation or the grouting in or pointing of material unless specifically called for in this proposal. The Seller will assume no liability for specific or pro rata charges (or items such as general cleaning, general office expense, stenographer, watchman. temporary structures, water, heat, light or use of telephone. Any work shown on plumbing, heating, ventilating. and electrical drawings or specified under their respective specification divisions are not included, unless specifically called out on the architectural drawings or in the architectural specifications ,11 OVERTIME: All work shall be performed during Seller's regular working hours, and if any overtime work is requested by the Purchaser, such work will be paid for by the Purchaser at the actual increased cost of this labor, including insurance, overhead, and profit 12 CLAIMS: Claims for errors cannot be considered,unless made promptly upon receipt of goods Purchaser shall immediately check and inspect all materials on their arrival and if found improper, short, or damaged shall immediately file claim with the carrier. If any other defect, shortage, or improper quality of material is disclosed, Purchaser shall give written notice to Seller within five days from the receipt of materials from carrier Seller shall have right to repair. modify, or otherwise correct any matters that seller deems in need of correction System is not water tight sealed. 13 BONDS If Surety or Performance Bonds are required to be furnished by the Seller, cost of such bonds shall be borne by the Purchaser 14 TOOLS, JIGS, FIXTURES: Tools, jigs. and fixtures shall remain the property of the Seller unless initially furnished by the Purchaser. 15 CANCELLATION: Cancellation of this contract in its entirety or as to any part not performed. if desired by the Purchaser and approved by the Seller will provide payment pro -rated for work done, and for material in process or fabricated. Such payment will include full selling expenses and anticipated profits Ili CONFLICT: Conflict between contract documents on which our bid is based and any State or Local Municipal Laws or ordinances shall not be the responsibility of the Seller and he shall not suffer any loss as a result of such conflict. 17 FIELD MEASUREMENTS: This proposal does not contain any field measurements All material and labor will be in accordance with the approved shop drawings of the Seller, and the Purchaser shall coordinate the work of all trades involved. 18 MATERIAL OWNERSHIP: Ownership of materials delivered shall remain With the Seller until all payments have been made and received by the Seller. The Seller reserves the right to remove any such material from the job site if any dispute over payments remains unsettled If payments are not maintained per contract, the Seller, without any penalty for delay, reserves the right to hold up further shipments and work until payments are made Any additional expenses incurred by the Seller by such action will be the responsibility of the Purchaser and shalt be paid to the Seller by the Purchaser. 19. ARBITRATION: Any disagreement between the Seller and the Purchaser as to the intent of this contract, at the request of either. shall be presented for arbitration in accordance with the requirements set forth by the American institute of Architects, or the American Arbitration Association 20 ATTORNEY'S FEE: In the event it should become necessary for either party to this contract to enforce any of its rights hereunder, the prevailing party shall be entitled to recover reasonable attomey's fees together with all costs incurred, including through final appeal 21 ACCEPTANCE: This proposal, if accepted, must be approved by an officer of the Seller before becoming binding upon the Seller. and its terms, provisions. force and effect shall be construed and determined according to the laws of the State of Florida 22. CHANGES OR EXTRA WORK: The Seller shall not be obligated to proceed with any changes or extra work without obtaining an order in writing to specify an agreement price for such work In the absence of a written order for changes or extra work, the Purchaser shall pay the Seller on or before thirty days after completion of such changes or extra work, a sum equivalent to the cost of all labor, material, overhead, and profit 23 CONTRACT DOCUMENTS: The clauses herein set forth shalt take precedence over any conflicting provisions contained in any plans specifications. or contract documents. 'Job Name: 6-e f Page 2 of 2 Copyright © Armor Screen Corp 2009 CONFIDENTIAL MATERIAL Initial: Date: 60/2 tibef rev 10 22 09 . . . r No.4 No.3 No.2 r — Nb. 5 • .. • • . • • . •••• . • •••• • • • • . •••• •• •••• • • • .. .. • . • • • • • • .. .. •••• • • ••• • • .. • • • RECEIVED OCT 0 2 2018 FRONT ENTRY WAY No. 1 FOR DEPLOYMENT INSTRUCTIONS AND QUESTIONS PLEASE REFER TO: WW.ARMORSCREEN.COM ALL BUCKLES MUST BE LOCKED IN ACCORDANCE WITH THE OFFICIAL ARMOR SCREEN DEPLOYMENT GUIDE PERMIT #: Miami Shcres Village APPROVED BY DATE ZONING DEPT / BLDG WEPT0 -" Y l SUBJECT TO CCMPLIFNCE WTfH ALL FEDERAL STATE ANC) CCIJN iY RUES AND REGULATIONS MCGEE RESIDENCE 1 20I NE 103 STREET MIAMI SHORES, EL 33 138 ARMOR SCREEN CORP. 2744 HILLSBORO ROAD WEST PALM BEACH. FL 33405 TEL: 56 I .84 1 .8890 FAX: 58 I .84 I .8892 wv w. armorscrcen. con, 07/ 1 8/20 18 SCALE: NO SCALE 210995 PAGE: I of I TOP OF SHUTTER (FEET): I 0 MEAN ROOF HEIGHT (PEET): 18 ROOF PITCHED? Y/N: YES BUILDING ENCLOSED? Y/N: YES WIND EXPOSURE? B/C/D: C WIND SPEED (MPH): 175 MCGEE RESIDENCE 1201 NE 103 STREET MIAMI SHORES, FL 33138 9/25/2018 210995 • • • • • • • • • • • •• • • • • ••• • • ••• • • • • • • • • • • • •• ID No ' ,,,,,,,v.v. Widths u Inches Height in 9 Inches s+ 4.. as:: Area in w Squarefeet - ......Axime.......• Allowable '" Pressure per, . FL320-R8 "`" Required ," - :. per Pressure era, ;~ASCE 7 10 , e. Span p - MaxAnchor.+ Spacing .. _ ¢ '=Type _ ... Mount „a. a,:,.. ,. _ w 2 149 77 80 40 I- 42 PSF 33.5 I -39.5 PSF 13' 6" O.C. 6" O.C. HEMCORD ROLL -UP 3/8" SS LDTs (if Concrete) 1/4" x 1" SS Tek Screw (if Aluminum) 3 ••••Sli • • •• 103 • •• 28 60 I - 63 PSF 37.3 I -47.0 PSF 4' 18' O.C. 6" O.C. HEMCORD ROLL -UP 3/8" SS LDTs (if Concrete) 1/4" x 1" SS Tek Screw (if Aluminum) 4 • • • • •18i • • • • 77 • 97 40 42 PSF 33.5 39.5 PSF 16' 6" O.C. 6" O.C. HEMCORD ROLL -UP 3/8" SS LDTs (if Concrete) 1/4" x 1" SS Tek Screw (if Aluminum) 5 ID No. • ,r, Width in, Inches' es _ M-..,_. _• Mel ht in" ' nCh s -. ,, Area in • 5 uirefeet q Allowable pressure per , NOA18-0122.05 z Required Pressure per ._. _. .-. ASCE 7-10 ., Span ^' Max Anchors h Spacing .; B9P&oii:iF?Etv1 i.,�': y Type S�u`��L`X'u�5< =..a.- . .^^ .w c �ay;` Mount =r i' • ' • 1 • • •ss- • • • tv Sea, •J �_�.A:iY • •f11)• • 41111110 88 47 I - 49.35 PSF 35.4 I -43.3 PSF 10' 24" O.0 ANGLED Buckle & Strap 3/8" Carriage Bolt w/ Dropin - TOP 1/2" Eyebolt w/ Earth or Paver Anchor - BOTTOM • • 5 • 0000 84 oily' 34 58 - 60.9 PSF 37.3 -47.0 PSF 8' 24" O.0 HORIZONTAL Buckle & Strap 3/8" Carriage Bolt w/ Dropin BOTH SIDES •••• • • • •• • • • Shutter Schedule Armor Screen Corp. 2744 Hillsboro Road. West Palm Beach, FL 33405 Page 1 of 1 Name : 'MCGEE RESIDENCE - 210995 Address : 11201 NE 103 STREET City, State, Zip : ,MIAMI SHORES FL 33138 Ultimate Design Wind Speed (V„ It) Nominal Design Wind Speed (Vasd) Enclosure Type Roof Slope : posur,Cap• Wind Direciionelity Factor (Kd) Mean Rc 4j Bight J-I;ight otTeptlf Widow or Shutter •• J�pin. BldgAjpignsion (L) 'Elhd Zone ja)• • = 175 mph _ 136 mph = Enclosed = Hip = C = 0.85 = 18 ft 10 ft 90 ft =i 7.2 ft a = 10% of LHD o00.4h, whichever is smaller but not less than 49' of LHD or 3 ft. •••• •••••• • • •••• • •• • Hurricane Protection Cladding Type 1 :IArmor Screen Series 2000 Approval 1 : 'NOA 18-0122.05 Cladding Type 2 :'Hemcord Roll -Up System Approval 2 :,FL320-R8 6 All wind Toads are derived in accordance with ASCE 7-10 per section 1609 of the Florida building Code sixth Edition (2017) Design Pressures for Components & Cladding • • • • • Screen Area 50ft2>P5100ft2 100ft2>P5200ft2 200ft2>P5500ft2 UIt psf ASD psf UIt psf ASD psf UIt psf ASD psf Results Zone 4 & 5 Positive Pressure = Zone 4 Negative Pressure = Zone 5 Negative Pressure = 45.7 35.4 43.3 33.5 40.1 31.0 -50.2 -38.9 -47.8 -37.0 -44.6 -34.6 -55.9 -43.3 -51 -39.5 -44.6 -34.6 \0011111/1r,/��/ � 6097 S • ry %,\ th orginaat ,,'4L EN\ iG\\```\• Name : MCGEE RESIDENCE - 210995 Address : 1201 NE 103 STREET City, State, Zip : MIAMI SHORES FL 33138 3 O. •L • 3 to .s• s To' V •• .• .. • Ultimate Design Wind Speed (V„ It) Nominal Design Wind Speed (Vasa) Enclosure Type Roof Slope I• ,F.Xiposurg Cat, ,' nd Directiormlity Factor (Kd) • • • Mean RooCHstht Hight of1'op'of Widow or Shutter •• •Min. BId .DiE»ension (L) Lnd Zone1af • = i 175 mph = 136 mph = .Enclosed = Hip C = 0.85 18 ft 10 ft 90 ft 7.2 ft • • a 10% of LIip oI Q.4 whichever is smaller but not less than 4% of LHD or 3 ft. • • .•.. • .. • •• • Hurricane Protection Cladding Type 1 :?Armor Screen Series 2000 Approval 1 :' NOA 18-0122.05 Cladding Type 2 : Hemcord Roll -Up System Approval 2 : FL320-R8 All wind loads are derived in accordance with ASCE 7-10 per section 1609 of the Florida building Code sixth Edition (2017) Design Pressures for Components & Cladding • • Screen Area 510ft2 10ft2>P<_20ft2 20ft2>P550ft2 Ult psf ASD psf UIt psf ASD psf Ult psf ASD psf Results Zone 4 & 5 Positive Pressure = Zone 4 Negative Pressure = Zone 5 Negative Pressure = 53.7 ' 41.6 51.3 39.7 48.1 37.3 -58.3 -45.1 -55.9 -43.3 -52.7 -40.8 -71.9 -55.7 -67.1 -52.0 , -60.7 -47.0 FICR:CA CIPAPIWENT CIF Business,& Professional. Regulation dr ► OFFICE OF THE °e SEGREETARY BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map Links I Search I Product Approval USER: Public User Product Aooroval Menu > Product or Aooliation Search > Aoolication List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer FL320-R8 Revision 2017 Approved Armor Screen Corp. Address/Phone/Email 2744 Hillsboro Road West Palm Beach, FL 33405 (561) 841-8890 dougt@armorscreen.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Douglas Turner dougt@armorscreen.com Impact Protective Systems Operable Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Theodore Berman, P.E. the Evaluation Report Florida License PE-09814 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Simon Segal, P.E. © Validation Checklist - Hardcopy Received Certificate of Independence FL320 R8 COI Certification of Indeoendence.SS.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code •• S••• •d• • • • •• • TAS €03 •• • TAfia'0]•• • • ••• • • • • TA&10!•• • • • •• • • • • • • • • • • • • • • • •• • • •• • • • ••• • • • •; •• •.• • • • • • • •• •• •• • • • • • • • • • • • • Year 1994 1994 1994 • MBee• Residence 2•.0995 • ••• • • Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 12/18/2017 12/19/2017 01/02/2018 02/13/2018 Summary of Products FL * Model, Number or Name Description 320.1 Hemcord Roll -up System Flexible Wind Abatement / Impact.Hurricane Protection Limits of Use Installation Instructions FL320 R8 II FL320 Installation Instructions-Hemcord RoII-uo ?lpprovedfor use in,HVHZ: Ye Approved for use outside HVHZ: es Svstem.odf ImpactResistant: Ye4 is required for installations within Hurricane Zone and on Essential envelope criterion is met since the -porous' outside of the High Velocity intact under impact and air is to enclose the protected Verified By: Theodore Berman, P.E. 09814 Created by Independent Third Party: No Evaluation Reports FL320 R8 AE FL320 Evaluation Reoort.odf Design Pressure: +110/-110 Other: Glass separation Wind Zone 4, High Velocity Facilities. The un-breached system is considered 'non Hurricane Zone and remains pressure loading. The system opening all around. Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an ANEEO employer. Coovriaht 2007-2013 State of Florida.:: privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick Lem. Product Approval Accepts: MINNEIMI Credit Card Safe security AIET TICS' •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• ••• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Ted Berman and Associates, LLC Certificate of Authorization # 27502 December 12,.2017 Engineering Evaluation Report Report No.: TBA 15-0428 01 Prepared by: Theodore Berman, P.E. Flonda.Professional Engineer. License No.09814 Manufacturer: Armor Screen Corporation 2744Hillsboro Road. West Palm Beach; FL 33405 Product Line: Armor Screen'HVHZ Hemcord Roll -up System Product Description: • A flexible wind abatement and Impact Protective System. Code Compliance: The above mentioned product'has been evaluated for compliance with the requirements of the • s ,FloridaBuilding Code 6t' Edition'(2017)5and as, Per Rule:61G20-3. Supporting Documents:. a) Fenestration Testing Laboratory, Inc.,-File,No.: 07-482, LabNo_i, 5174, Report No :01 Fenestration Testing Laboratory, Inc:, File No 07-482, Lab, No.: 5180,°Report,No.:02 Fenestration Testing Laboratory, Inc,.• File_No.: 07-482, Lab No.: 52. 79, Report No.:03 ASTM .E330 ASTM E1886, ASTM E1996 '1. b) Fenestration Testing Laboratory, Inc.; File No.: 07-482, Lab No.:5446, Report No.:04 Fenestration Testing Laboratory, Inc.-, File No.: 08-482, Lab No.: 5533, Report No 01' ASTM E330,•ASTM:E1886, ASTM E1996, TA$.2Qj,,TI�S 202 TAS 203.. .•.••.4. • .. . • • a •••` a • . • • • • • . 7970 Biscayne Point Cir., Miami Beach, FL 33141. • •••• ••• ••• .•. • atones: (305) 868=4707 •• • • •• •• •' • • Fax (786) 206-6017 •• • • • • • • .. •.• •• •.• •.• • WwQtflproductapprovalcom • • ••• • • • •- ••. • 1 • • • •• •• •• • • • •• •• ••.• •• •} • • •• • • • • • .,.• •.•.•• • •••. . •••.• • . •• • I • Ted Berman and Associates, LLC Certificate of Authorization # 27502 it °i c) Installation Instructions, Armor,Screen HVHZ Hemcord Roll -up System,Revision Date 04/28/2015, Verified by Theodore Berman, P.E. Limitations and Conditions of use: • Maximum allowable design pressure: +110/-110 psf • Maximum. Span::Hemcord 192" • All supporting 'host structures shall support thesuperimposed loads` indicated on Installation` Instructions. • This product; is for use within and outside of the High Velocity Hu' ricane Zones (HVHZ). The separation. from glass is required,' only when -system is installed within Wind Zone 4, High Velocity Hurricane Zone and Essential Facilities. Mullion `shall not be used within Wind Zone 4„High Velocity Hurricane Zone and Essential Facilities._ • For outside of the High Velocity; Hurricane Zones the system is considered non -porous. • Product Data shall be in' accordance . with. Installation Instructions Armor Screen HVHZ Hemcord Roll -up System, Revision Date 12/12/2017. Product shall be installed into substrates shown on -Installation Instructions not to exceed the • spacing indicated. Anchor embedment shall be- beyond wall dressing or stucco. Anchor design on concrete in'accordance to ACI 318, Appendix D uncracked section; • Site; conditions that deviate from the details on the Installation Instructions will require further analysis froma licensed Professional Engineer: • All components that are permanently installed shall 'be protected from contamination and corrosion. 1. Quality Assurance: The manufacturerhas demonstrated compliance of products iri accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited`by, an approved quality assurance entity: National Accreditation and: Management Institute (FBCOrganization:ID#.QUA1789) Each productshall be labeled in°accordance with the requirements of the quality assurance entity and shall indicate marking as indicated on Installation Instructions. •: ••• •. • • •. • 1 •• • •••••••,. •. • • • • • ••1• •• •••••-• • ••• ••• •• . • {•• ►. 7970 Biscayne Point Cir. Miami .Beach', FL 33141 • •• • • • • • ••• +Rlnones:• (305) 868-4707 •• • • • ••• •• , • •• ••• • : : Fax: (786) -206-6017 •• •• • •• • •• • •• ' `•• • +s'.:•,..luctapproval com ••• • • • • ••• • [ • •- • • • • • • • • • • ••• • • , • • • • • • • • • L• • • •• •• • • • •• •• ••• • • • ••• • • Certification of Independence: Ted Berman and Associates, LLC Certificate of Authorization # 27502 1 Please note that Theodore Berman, P.E., does not have nor willacquire a financial interestin any company manufacturing or distributingthe product(s) for which this report is being issued. Also, Theodore. Berman, P.E.does,not have nor will acquire a financial interest in any other entity involved in the approval process of the listed_ products) 12/12/2017 Ted Berman and Associates, LLC Certificate of Authorization'No.-27502 i j • • • • • • • • • • • • • • • •, •• •••• •• j• • • •• 7970 Biscayne Point,Cir, Miami Beach, FL 33141 • • • • • • • Pho, es..(305) 868-4707 j • • • • • :Fix: 206-6017 • • • • • • • • • : • • • • •Yww .42rodllatapproval.com •.• • • • •- • • • • • • ••• • ••• • • • • • • ••• • • • •••- • • • •1• •• • •• • • • • •• •••• •• GENERAL NOTES: ell taitImabl—WiltkkbetementLtmpact Hrote Sys en a this ve oc luirrfcane zone (V12 ape filfATENTI p n zone gh'tielocitg u can • he • esign oa • s are ca culat = • in actorante wit the onda = ui ding • • e • h • Mon (2017) and ASCE 7-10. Pressures obtained under ASCE 7-10 may be multiplied by0.6. • Testing meets Florida Building Code 5th Edition (2014); TAS 201;,TAS 202; TAS 203; ASTM E 330-02; ASTM E 1996-05 Level E; and ASTM E.1886-05 per Sections 1620 and 1626 and fulfills its requirement for opening protection. ;Testing performed by Fenestration Testing Laboratory, Inc. Medley, FL: Test Reports: Date:401/28/07 File #07-482 Lab #5174 Report #01 Date: 01/28/07 File #07-482 Lab #5180 Report #02 Date: 08/25/07 File #07:482 Lab #5279 Report #03 Date: 12/07/07 File #07-482 Lab #5446 Report #04 Date: 02/08/08 File #08-482 Lab #5533 - Report #01 • Has been tested for resistance to buming, smoke, ignition; temperature and weathering: ASTM C158, ASTM D 635-C1, ASTM D 638, ASTM D 1929 and ASTM G 155. • The pores in Armor Screen are small enough that the surface tension of water causes the barrier screen to become solid in the presence of rain, and prevents damaging voluminous water intrusion, even from torrential rains. In dry conditions, the pores remain open,•and based on testing, allow approximately 3% of the wind to pass through. •,The unbreached envelope criterion is met since the system is considered "non -porous" and remains intact under impact and air pressure loading: This envelope criterion is met when the system encloses the protected opening all around. • • Product Markirig; •/Z permapent lapel shall be fixed to the screen barrier with the following • • %fa ement: "Armor ScreenCorporation, West Palm Beach, FL, Testing Standards; Current 13p Number, deb Mame andScreen Opening/Number Patented and Patents Pending, US • Patent No. 617605k. • • • • P•' y . : RODUCT • •••••• Greosyn he;rc Rm{rrir ane scraarf`•Th hurricane screen shall be produced from a • • Ijpropylerfb, w8ftn eotbetlterfebric with filaments woven such that the filaments retain : 9 • 4ltdlensional stetoili y relative(o each other. • • • The woven poierc(ile fabrieshJ LiAve the following minimum average roll values: • drab Textile Strength • • • •(MTM D4632) 425 x 325 LBS • facture Strmth •' ASTM D4833), 130 LBS • Mullen Bursts •• •,• ASTM D3786) 675 PSI • Trapezoidal ItAr• • • • ('PySTM D4533) 150 x 125 LBS "''WRie Widta Jgras,111 Strength' ( TM D4595) 225 x 205 LBS/IN Thickness • • (ASTM D5199) 20 MIL. Wide Width Elongation (ASTM.D4595) 22 x 21% Apparent Opening Size 30 US STD Sieve Percentage of Open Area, 5% LIMITATIONS OF USE: Maximum Span 192 Inches Hemcord Maximum Design Pressure +110 / -110 PSF • The design pressure may be increased 5% for negative loads. • Span equals'the distance between the primary tows of fasteners • ORD ROLL -UP SYSTEM INSTALLATION NOTES:. • Deflection is the minimum glass separation measure_ d at mid span of the screen and subject to rational analysis and may be achieved by using Storm Bars. • All specifications to be equivalent or greater in product. • All Aluminum Extrusions to be minimum 6063-T6 or as indicated. • The thickness of typical facing materials i.e. stucco, siding, stone, brick, pavers, etc. are not to be considered part of the anchor embedment. Longer fasteners may be used to allow for facing. materials. • Anchor embedment shall be in face shell, not mortar joints. • The screens may be installed at any height on the structure as long as the design pressure rating for the screens is not exceeded. • All fasteners shall be`corrosion resistant as specified in the IRC, IBC and FBC. • In instances where a screen is made up of two pieces of fabric or for repair purposes, a flat felt seam or triple layer hem with minimum of two rows of double lock stitch thread is acceptable.The fabric comes in standard_ lengths such as 12' wide, therefore for screens that are larger, two pieces are seamed together as noted above. • Roll -up must be installed plumb and levet for proper functionality. Alt Geosynthetic Hurricane Screen assembly details depicted within these drawings are typical for the installation of this wind / rain abatement and impact system only. All other building components shown herein are depicted as existing or samples and not constructed by the screen company. z w w re U to tY 0 2 0 O �w 0N Doi U w %%%suuuiiq ^��•��ppE 6lc�i��� No 09814. Vy STATE' OF ,�4 -I�Oh 'ti %s THEODORE BERMMI, PE H0.0981• 17/1YM17 DATE: 01/03/11 REV. DATE: 12/12/2017 DWG #: 201-2010 SCALE: N.T.S. SHEET: 1 of 12 2)i' *n-3.-=-4 GASKET (Optional) 151e ROLL -UP. BOTTOM RAIL 6063-T6 Aluminum ROLL -UP SCREEN ELEVATION MULTI UNIT ROLL -UP SCREE N ELEVATION D Approved Anchor Side Rail,' Typ. ROLL -UP SIDE RAIL 6063-T6 Aluminum ,_SWcura Deflection ..... Deflection 4• to 14' Cast Side Plate Optional Storm Bar I Span Total Span i De lon Deflection Span Aluminum hood Back Roll Fonn .040• Aluminum Steel or Aluminum Tube [1• Standard or J A Ad)ustable Pivot Bearing Plata. •Adler Ill Support Akminum Pap Rivets (Typ) Gear Plate or Motor, Bracket Ox3' Aluminum inxn Hood Front _ Rol Form .040• Aluminum Armor Screen -----BMtom Rat Rail End Cep AluminumStructurat Mallon 7.--oD r Tube (Note: For Mullion etails,See page 6 of 12). ROLL -UP ASSEMBLY Mounting Bracket./ - .- (TYP) NOTES: 1. Refer to the appropriate product approval for stone bar data. 2. The storm bar splits the anchor (screen span into multiple spans, each of which is used 10 determine the minimum deflection. 3. Multiple storm bars may be used within the allowable span. 4..All aluminum extrusions to be 6063-T6 minimum. 5. For Mullion details; see sheet 6. END CAP MOUNTING BRACKET SECTION D - D Build -Out or Trapped HEMCORD ROLL -UP e ' Entry ,Guide Side Rail 0 0 Et 0 0 , o co 0 0O • . E c ct J o g tyf. n •- E Ali CV N O U p• cncr)F ici Q O.: g ao m co c-o o. co co .o N aC�mc 0 0 c d >,E �c L 2• �a2 N w y N .D U 0) N V` \\~.'fib .%000RE BF9.,�� ,��` �4,.�bcRE'NSF.'jj: ti . .�,ti9' �,� �,•`No 098f4 %It Q STATE OF ;Il.��,i 91iti R 10, P 0, s THEODORE BERMAN, PE. N0.0e014 iaianoir DATE: 01/03/11 REV. 12/12/2017 DATE: DWG #: 201-2010 -SCALE: N.T.S. SHEET: 2 of 12 Protected Opening ntry Guide DelIOagp • • • • •• `S de Rail • Approved Anchor. Outside Mtge Option 1 .• Sell Tapping SMS ------ScreenRousing • •• • • • • • • • • • • oll-Upscrwn •• • •• •• • • • • • • •• Xridat,num Angle Sill / Stop • • • • • odlma't. • • • • • • • • •••• • • • WALL Wm, • WALL MOUNT SECTION A - A • • • • • • • • • • roe o) Access Hole (Typ ofEUp Screen. Ida Rall Vortical Trepps0 Tube / Mtge TRAPPED TRAPPED SECTION A - A Flan • Sell -Tapping SMS *----Saasn Housing Glen Protected Openlp -3•:3•xX- Aluminum Y.' SIIRTapplrg SMS (Typ) )(s' Tapcon 12' olo (Typ) (Typ) Build -Out Hesdr or Mills (Optional) - r o r ox Angle (Optional) Yi SeR-Teppatp SMS otWp Sawn Ids Rail Vertical Budd -Out J Rat SNRTepplg SMS 12' olc (Typ) Build -Out SU> end Angle (Optional) Build -Out BUILD -OUT SECTION A - A HEMCORD ROLL -UP a ZD W -j Ul re CD o c W 0 y 0OU)i ¢_ U - J - CNI og ar•`� CD N « CO t 9v c co O - m co 16 • N -J C O y t C O / N • C9 m_ fC m c E L CO CO tr- ia m a) (NI :D U cn a) E 8 > O E d cCO o CO CO O t- v 0-z5z S THEODORE BERMAN, P.E. NO. 0ee14 12/1212017 DATE: 01/03/11 REV: 12/12/2017 DATE: DWG #: 201-2010 SCALE: N.T:S. SHEET: 3 of 12 Existing Structure (Typ) crate. FYled CMU, Metal Hollow CMU or Timber Approved Anchor. _ Access Hole SECTION B - B TYPE 1 WALL MOUNT INSTALLATION • • • • • Finish > w•• • Approvg•Anchor.. 4 j ti hor: • • • • Access • • • • • • • • • NOTES: 1. Refer to the appropriate product approval for storm bar data. 2. The storm bar splits the anchor / screen span into multiple spans, each of which is used to determine the minimum deflection. 3. Multiple storm bars may be used within the allowable span. 4. All aluminum extrusions to be 6063-T6 minimum. 5. , Mount all build out tubes with widest side against the structure • • Edp. • Drn • •d. .:.. • • •4 • / of i/iiii•o/ • •.•••• Deflection •S•pan • SECTION B = B TYPE 2 TRAPPED TUBE INSTALLATION 2"x4"x(X"ory") 2"x3"x(Ye orYZ") 3"x3"x(Y"orye) 3"x4"x(Y1e"orYa) 21"x2P"xi" Storm Bar Bracket • • • SECTIONB -B TYPE4• • BUILD-OLI={pl$j/SLLATION • 2"x4•x(Ye &Ye) 4"x4"x(Ye"orYa ) 3"x4"x(}"ork) Approved Anchor. Storm Bar used when ragweed. See page 5 for details. roved Anchor. SECTION B'- B TYPE 3 TRAPPED ANGLE INSTALLATION • 2"X2'Xa' 2"X3'Xar Approved Anchor. SECTION B - B TYPE 5 BUILD -OUT INSTALLATION 1"x3"x(Ye"orYa') 2"x3"x(Ye'orY4") 3"x3"x(ye orYa"") 4"x3"x(Ye"orY4'') viol/iiiiiiviiiiiiiiii viiiiiiiiiiiiiii V. SECTION C - C TYPE 1 STRUCTURAL POST FOR MULLION 1"x4"xd"orY4") 2"x4"x(Ye"orYa") 3"x4"x(318"orY4") 4" x 4" x (Ye" or Y4") HEMCORD ROLL -UP SIDE RAIL DETAILS 0 ZLU LU CeO2 aaIw-- 0 co 0 co aw 0 -J -J (NI CI)N CO * c 0 ((1) N v N Q cCCI • !. co N N p U °) a) a y} No 09814 STATE OF ."� P4. ttttttttttttttttt THEODORE BERMAN, P.E. NO. 09814 0R9 201T DATE: 01/03/11 REV. 12/12/2017 DATE: DWG #: 201-2010 SCALE: N.T.S. SHEET: 4 of 12 STORM BAR ;TABLE Storm Bar Span./ Length 3', 144'• 1 5'' j . 6'1 8`,'.f :10'.1`12' ] 14' • ' Max: PSF •,: Per Deflection Table _ Deflection Per Deflection .Table 1; - Reserved 2 Reserved 9 Alum. Tube 1" x 2* x Y8" 606346 x ,- __ 4 Alum: Tube , 2" X 2"xYe" 6063-T6 x E x • 5 Alum. Tube 2"x4;XYe,6061-T6 X. x xr 6 Alum: Tube ' 2" x 4" x WI 6061-T6 x -X x x 7 Alum: Tube 2" x 6",xYe". 6063-T6 i X x -; x. x* x 8 Alum: Tube 2" x 6" i )/46061-T6 1 ._ 9 ' - _ Alum Tube 2' x 87 xYe 6061-T6 x x x X X X x. X' STORM BAR NOTE%: • • 1. The storm bar sysiem issdesigned to achieve deflection: and may utilize one I mare storm •bars. f he offset may bgincreased with blocking at the support. • • •• 2. Siariri da'rs may bb positioned Iiorjionthl, vertical or as required. 3. Thettorm bar bracket may be permanent or removable and attached to the sirtiEttifif using tw0'(i) ipproveg ftinel anchors. Refer to pages 8 - 1 4. ee"D ection" spansand posh wind pressure to determine the minimum separatios.between scroappond glazing. 5. Use "anchor" sp'a9 negativl'Ajgc1pressure to determin= •stenersize_ an8MAng• 6: $tpgra pars #3, #g #5+ and #6,screen width suppo. • by storm bars shall be'equal to span or A' rwaximum: Por screens =r thanmaximumwidth • • •ba • •• use multiple storm rs.•• • • • 7. Net Ile D-1.1 pg a$et 7 of 12. • '• • Wal Glass Glazing Removable Pins or )12. Bat & Nut Attachment with 4 - #12 x 11 Screws Support Point of Storm Bar,(typ.) Off 2" x (Optiona WaH— Offset Permanent Screw •. __8upport Padt of Stomp Oar (typ.) ALTERNATE BRACKETS 2" x 2" x 1Y"xYe" ALUMINUM ANGLE s closed with a vinyl cap uminum Tube STORM BAR & BRACKE uminum "H" Bracket 3" Cle Pin Zinc Cotter Pin Zinc O, BRACKET 6063-T6 0 THEODORE BERMAN. P.E. NO.0DB1I 12/12/2017 DATE: 01/03/11 REV. 12/12/2017 DATE: DWG #: 201-2010 SCALE: N.T.S. SHEET: 5 of 12 MULLION Type Size. A 4x4-1/4", B 4x6-1/4" C 4x8-1/4" MAX. SCREEN WIDTH PSF 65 75 90 110 WIDTH 16' 15' 13' 12' MULLION SELECTION CHART PSF HT 35 r i 45 55 65- _ 75 90 110 .12' B C C C C —' - 11' B. 'B C C C C,z— 10' B 'B B` B .B C C; .9'. , B ..B B B_ B 'B_ _Ce_ 8' A 'A B B- B B`iB ii 7' A s "A' , A A A- _ B .B 6' AA A A A A A 5' .A ' A A` A_. A. A A 4' . A ; A' A A A' A : A TABLE.A ( 3,000.PSI Concre Mullion Type Anchor Detail Min. b.. Fast r Detail A * 4 x 4 - 3/16" 6063-T6 Alum. Clip Angle (4) 1/4"`Tapcon 1 " 4) a"-14.Teks B * •41'8%3/16" 6063-T6 Alum. Clip Angle (8) 1/4" Tapcon ' 12' °(6) 4 4Teks • •C": 4'x 8 - 3(,16" 6063.f6`Alum. Clip Angle (8) 3/8'' LDT Anchor 3 2" " (6)1"-28 "Al g 1" x Depth of Mullion 416" 6Q63-T6 Alum. Clip Angle. **9?8" x Depth of Mullion x '�86t; --T6 Alum. Clip Angle 1" from •e of: steel and 6" O.C. •• • • • • -__•• •u••ye--Mullion • • • • • • • • Mullion Mounted to top & bottom or into Grout Filled CMU. See Table A Anchor Detail. or Alum. Clip Angle see Table A. See Table A Fastener Detail. MULLION CONNECTION DETAIL WIDTH — ROLL -UP./ Housing Mullion. See Mullion Connection Detail. � - 3000 PSI Concrete MULLION EL TION WIDTH ROLL-Uy �INULLION MULLION DIAGRAM NOTES: 1. All mullions to be Aluminum 6061-T6. 2. Mullion shall not be used within Wind Zone 4, High Velocity Hurricane Zone and Essential Facilities. 3. All Screws & Fasteners shall be corrosion resistant. 4. Larger dimension of Mullion shall be perpe : cular to Screen. 5. Mullion shall be used with Screen . . .th sides, not isolated or comer. 3000 PSI Concrete (-) or Grout Filled J CMU. J CNI r)) O See Mullion Connection Detail. Cr/ N w O Eo t9 U '9 Nr q 13- 'p`NMt� ro • -a F.), O ((1) N O u a Q Ci 0 0_ 92 • 2 0 co 0 to o 0 C 0 • (13 a>>EE CO a)Q, m a, N. •D. U rn 1- 4%4 NBF......�t No 08814 :9 , • Jeri • OF .4�C o•ls•� R Vist���, ap+muptt THEODORE BERMAN. P.E. NO. 09814 12112/2017 DATE: 01/03/11 REV. 12/12/2017 DATE: WG #: 201-2010 SCALE: N.T.S. SHEET: 6 of 12 LOADS ON EXISTING STRUCTURE FROM SCREEN SYSTEM Rh = PERPENDICULAR LOADS (PLF) Span In feet RESSURE (PSF) U:SCIS • 5 psi. 3g6i53 • 98 4 . 48in:' 70 110 88 61, 35 psf 90 113 130 163 75 psf 2113' 150 188 90 psf 135 180 ' 225 110 psf 165. 220 275- 6 ft. 72 in. 105 135 165 195 •225 270 330 7 ft. • 84 in: 123 158 193 228 2263 315 385 8 ft. 96 in. 140 180 '220 260 300 360 • 440 9 ft. 108 in. 158 , 203 248 293' 338 "405 -495 10 ft. 120 in. 175 225 275 3257, 375 r 450 550, 11 ft _ 17(1 132 in. 1931, 210 228 245 -248 303, 330 58 385 358 390 423 • 455 413 -450 488 525 495 540- 585 630. 605 660 715' -770 263 '413 488 563 675 825 280 440 520 600- 720 880 • • • • • TABLE D-1.1 LOADS ON EXISTING STRUCTURE FROM SCREEN SYSTEM Rv = PARALLEL LOADS (PLF) Span in feet Span In inches (PSF) 35 ps CESSURE 45 psf 55 psf )5 psf 75 psf 90 pst 110 psf ' 154 ... .1. 205 221 , 238 256" 4 ft. - 48 in. f206 223 jp= 273 295 317. 1342 257 278- 1 341 369 396 427 6 ft. - 72 in: 309 334 372 410 443. 475k 512 7 ft. 84 in. 360 390 434 478 517 555, 598 _ 8 ft. 96 in. 412 446 495 546 591 634' 683 - 9 ft. 108 in. 463 501 557 614, 664 •713 4769 10 ft. 120 in. 515 557 619 683 738 792 854 11 ft. 132 in. 566 613 681 751 812 871 , 939 ..„..........• • •• 618 :: 743 • 819 886 951 1025 13 ft. UM _. 669 ;wog 805 888 960' 1030 1110 • . • • . 721 ;I 867', .956 '1033 1109 1196 - • *0 '• 772 : 929 1024 1107 1188 1281 16 ft. 192 in. 824 I. 891 991 1092 1181 1268 1366 • w • 00 : • T-fkricord Deflection Table .. „ -.. - • al" ' Irlfeei 9P"'! 1 In Inches . - • . •? ' . Deflection in inches 30 psi' L 4apsf ., 50 psf l ,60 psf' 70 psf 90 psf , 110 psf, • 2 ft. , 24 i .0*."',/.1 2.3 - 2.5 /2.6 4 3,0 ' ' 3.4 - 711f7' -.31r. lob. A 3.0.6*.n• 13.2 ' ^3.4- P -3.8,..- - 4.04 v- 4.6 -5 1 - 46 • -- 3.9,••• *44.3 , 4.5 4 - 5.0 5.3 - 6.1-- , -6.8 ' 0464100 . 60••• • 4.9 'D.,. 5.3 e'' 5.7 ,-- 6.3 . , 8.6 -,' 7.6 8.5.. .6 ft. 4 le. ..74).`•• 6 6.26.4 ..15.8--o, 7.1 8.0 - 8.4 l' •.9.7 " 10.8, ?fl,445. ' - , 88 ' -- 7.2"--- ---s 7.8.0-- ---8.3.-.4 ---- 9.2 - -9.7 ' • - .11.2 - 12.5 8 ft:41n. t100i1 8.f .:'.13.9 . - 9.4- .., ,10.5- !e. 11.0 : . - 12.7,- l'6117471.- 02".„ A.?"..• 'to.° - 10.5 11.8 , 12.3 .14.2z, t15.9 -, 110eft. 4 in, :: - 1,4** '102 ' •• 11.0 " 11.7, - 13.0 --‘ -. '13.7 ,-- - 15.7 - 17.6'; •1014#ft 414n. v--.138 --• - 11., ..",, .42.1- -,12.8,-. ----- 14.3,v, ..-- 15.0,,, - .17.3 •-, 0.-.--19.3, 12 ft. 4 in. '' 4.1741,".: - 12.1; ' 13.2 13.7- _' 15.5 ... - 16.3 -- . --48.8, . - -21.0 - 13 ft. ' 156 12.8 .. ' 13.9 - - 14.7- 16.4 . 17.2 `i -19.8 - 22.2 - 14 ft. 168E 3 :13.8' ..:"-150 -15.8, ,. 17.6. 18.5, E .. 21.3 - - 23.9 A 15 ft. -: 180 14.8:0- -.16.0 - 16.9- " -18.9 ,, • -19.8,- -22.9. -,- 25.6 ' '16 ft. ' 192. - 15.7, -- 17.1 „ 18.0 - , .. 20.2" c21.2 1 : 24.4 . 27.3 NOTE: Deflection is the minimum glass separation measured el mid span of tire sc reen and Subjectlorationel analysis. Rv=1/kr(LA2)/(DEFLECTION), -TENSION=(fthgl RVA2)"0.5' Rv Span • .1 Rv Rh Rh Patio Perimeter Pressure PSF -a. D W LE2 d90 ow CL -1-- 0:90 0 0 co o ce 2 0 ci • E ▪ c.1 z El = w 0 w 2 0? • o u o ,92tEIg - co ce • - L- 0 CNI < r... .- E cD.cvsla 0 CO * '5 `c7 - Q. ▪ 0 CO Is. 0 • CO 0 P. = -0 ro 2 oc 1:1-! 14 LI "5 •rt.e 6 C. 0 --c 4= c.) CO t cuc c E CD co Ea). Olin -0 0 ° Qkt DATE: 01/03/11 REV. DATE: 12/12/2017 DWG #: 201-2010 SCALE: N.T.S. SHEET: 7 of 12 Span In Inches TABLE 1 ANCHOR SPACING CONCRETE; 3000 PSI - Y4" ANCHORS 3000 Pall CONCRETE - Y4" ANCHORS Anchor Min. Embed.., .- Min. ... c .D. Pressure ,' (psf) Span to 413* to 76" to 100 to 124' to 148' re DIA. X 1 X' SS 7APCON 1 2 " 30 (psf) , 6" 6 6» _ 6" ' 6" 40 (psf) 6" 6" -6" 6" 6" 60 (psi) ' 6" 6" , , 6" ' 6" , 4" 6" 6" 4" 4" _ 4" 110 6', 6"- '4" 4" , 4" 4" X" MA. x 2 Y4" PANELMATE (INSTALL PER PANELMATE „ INSTRUCTIONS) 1, 3/4“ 2 X" ' 30 (psf) " 6' i 6" , 6" 6" - 40 (psf) " 6' 6" 6" • 6" 60 (Psf) 6' 6 , 6" 6" ' 4" 90 (psf)'- 110 Y." ELCO CRETE FLEX 410 SS (INSTALL PER MIAMI-DADE NOA NO. 12.0126.09) 2" 2 X" 12° _ ' 12" 212' ''. -12" 40 (psf) 12" 12" 12" , 6' 1 6" 60(psf , ' 12" 12" ' -6' _ 6" 6" , 90 (psf) ,12" - 6" 6" , —` • — 110 (psf) 12" 6" 6" .. ' )."DIA POWERS WEDGE BOLT 410 SS 3/. " 1 '4 ' 3• 30 (psf) • 6" 6" 6' 6' ' 6' " 40 (psf) 6" 6". , ; 67 6" = 60 (psf) 6' , 6" , 6" ,6"-,,,-- _ . " 90 (psf) ' , 7 - 6-___ ' _,4 r 110 (psf) - 6".?:' 6" r " 4" -4* CONCRETE NOTES: Provide longer fasteners, thickness of finishes such as stucco, plaster • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - • f • • • • • • • • • • • • • ,• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • quired, to allow for ding, etc. TABLE.2 ANCHOR SPACING 3000 PSI CONCRETE Y4" & 5i6" ANCHORS Anchor Min. Embed. Min. E.D. Pressure.. (psf) Span to 124..10,4 12" to 48" to 76" to 1001 Yu," ITW BUILDEX XL SERIES TAPCON ' 2r . 2 a" 30 (psf) 12" '12" ;12" 40 (psf) 12" 12' • 1 " 12" 12" ,60 (psf) _ 12" ' 12" 6" ' 6" 6" 90 (psf) - 12" ' 6' 6- ' — 110 (psf) ' '-, ' 6" 6" TABLE 3 ANCHO ACING 3000 PSI CONC\ET/- 3/8" ANCHORS Anchor ;• Min. ...... _, Embe... min. E.D. Pr: - ure (psf) el Span - to 48" to 76" to 100" to 124" to 146" to 168' 10102" 3/3" DIA. 410 SS POWERS BOL " 4" , 30 (pst) 12" 12' 12- 12" -12* 12" 12" 40 (psf) 12" 12" 17. , 12" ' 12" 12" " 12" , 60 (psf) _12 12" . 12" '12" 12", 12' 12" 90 (psf)" 12" 12" 12" 12" 4 12" 12" ' :12" .110 (psf) 12' 12' 12" , 12"_ 12" 12" 12" LD7 I 3 i. . 5. „-112" _12"__ .6"_ , ", 40 (psf) 12" --,, 12' 6" .. 6" 6" - 6" 6' -. 60 (psf) - "12. , 12": 6" ,6* 6' 6 6"-. 90 (psf) --12- - 12' ' 6"- 6" 6"- '6" 1 . .SO: '12" -; 12" Er 6" 6" — . — a. z'D W W -J re 0 2 0 ct 01 0 0 1,7, rx 0 o 2 o ca w _J C‘I „;• E a r,. c%, .43 g • 0 cv, (0 cr • N 0. I 0. 0 .2„) •c- co n CD -5 -a co CO 7 < 0 CD CO (33 2 F2 c • c, 0. (0 cs 2 F, cEN Fr w oal -o a) THEODORE BF-ROOl. P.E. NO. 09514 .12/12/2017 DATE: 01/03/11 REV' DATE. 12/12/2017 DWG #: 201-2010 SCALE: N.T.S. SHEET: of 12 TABLE 4 ANCHOR SPACING ,CONCRETE BLOCK (CMU)-'1/4" CONCRETE BLOCK (CMU) CMU F'm a 1800 psi (note typical F'm a 1500 psi) Anchor -° Min. :1, Embed. Min. ° E.D. Pressure (psf) Span to 48'1 to 76' to 100' to 124" to 148" A. DIA. X 1 1': 410SS TAPCON (INSTALL PER MAAI-DADE NOA NO.o3a114.03) shalll, in faces not 1 mortar, ` joints _ ? 1 2 Yi :- , 30 (psf) 6" . 6"-. 6" 6" 6" 40 (psf), 6" , 6" 6" 6" 6" ' 80 (psf) - - 6"_ l .. - 6" .. 6" ,, _ - 6" 4" ' 90 (psf) 6" I K 6" 4" " 4" - .4" (Psf) 6" ` . `4" 4" 4" 4" Y." DIA. X 2 Y� PANELMATE (INSTALL PER ' ' MANUFACTURERS INSTRUCTIONS) 1 Y4" ,, shall be in face shell, ' not •< mortar ; joints I , • 3" i 30 (p 6" , 6" 6" 6" 6"' 40 (psf)' " ' 6" 6" - "' 6" 6" 1, . 60. (psf) 6":.... 6" , 6" , 4", '." 90 (psf) � "8 1 6">- 4" ...,,4"'' 4".. 110 (psf) '6" : 4" '4" 4"- .:4• CONCRETE BLOCK (CMU) NOTES: • Provide longer fasteners, if required, to allow for thickness of finishes such as stucco, plaster, siding, etc. • •• • • • • • • •• • •• • • • • " • • • • • • • • • • • • •• • • • •• • •• •• • • • • • • •• ••.•••• • • • • • • • • • • • • • • • • • • • • • • ,.• • • • • • • • • • • • • • • • • • • •-. • • • TABLE 5 ANCHOR SPACING CMU AND TERRA COTTA BLOCK WITH STUCCO - Y4 " AND %" ' TERRACOTTA BLOCK AND STUCCO k Anchor t Min. Embed. Min. E.D. Pressure (psf) ° Span ' to 48" to 76" to 100" to 124" to 148" ELCO Yi X 2 Y" CRETEFLEX MASONRY FASTENERS (INSTALL PER MANUFACTURER'S INSTRUCTIONS) ' t Yi 2 Yz" 30 (psf) ' 12" 12" 6" 6" 6" 40 sf) " = 6" 6" �; 6" — 6Q(P(Psf) : 1212` 6" 6" — 90 (psf) 6" . 6" — — — 110 (psf),- 6" 6" — 'I — —,_ CUSTOM COUPLER IN EPDXY .: , 1 3 )4 4" 30 (psf) 12" - 12" 12" - 2" 12" 40 (psf) ' _ 12" ""12" - ' 12" . - 6" 60 (psf) 12" 1 12" 6' 6" _ '90 (psf) -' -.12" 12"`. - 6" - --6•__ 6" 110 (psf) 2"- i 2" 6"„ , 6• • 6"- - Notes: 1. Custom fastener _ %" x 2 X" threaded 55) w/ )5* x 1 Yl coupler (31656) fulty inserted , ) i" dia. 3 Yi screen tube fully fife Sikadur Anchorlx-4 Injection Gel n JX� - - 2. 14` x 1" carnage bolt, eye bolt, chine screw ' • Allowable values Terra Cotta Block with Stucco per HTL Test report 365-0416-/ : dated 05-31-06. _ M) 0 -c 8 WLi. CO (I) w Rtn,.00 co E Ov 61 mu, ¢ cal- THEODORE BERMAN, P.E. NO. 09814 12/12/2017 DATE: 01/03/11 Rom' 12/12/2017 DATE: DWG #: 201-2010 SCALE: N.T.S. SHEET: 9 of 12 SOLID GROUTED (CMU) - /4" AND %" SOUD GROUTED (CMU) i Anchor I Min. Embed. Min.: E.D. Pressure (psf) Span ; ' to 48" to 76" to 100" to 124" to 148" Y.' ma. x 13;' 410 SS TAPCON (INSTALL PER MANUFACTURER'S INSTRUCTIONS) 2 •Y4" Shall be In face, not mortar joints 2 Yz 30 (psf) 12" _ 12• 12' - 12' 6 , 40 (psf) 12" 12' ,12" I 6" 8• '1 ' 60 (Psf) 12• ' 12" s' j) 6' 6' 90 (psf) 12" 6" 110 (psf) 12' 6• 6• ('. — — , X' DIA. 410 SS POWERS WEDGE BOLT (INSTALL PER MANUFACTURERS INSTRUCTIONS) 1 3/4" shall be in face, not mortar joints 3 3/4 30 (psf) 12' , 12" 6" / 6, - 6.• 40 (psf) 12` ` - 12• 6" d - i 6" 6" 60 (psf) ' 12• - 8• 6• ( i — — 90 (psf) - 6• _ 6' ,,-, I - - — 1 110 (psf) .,e. 6" — ; — Y• ELCO CRETE-FLEX 410 SS 2" shall be in face, not "mortar Joints 2 Y2 - 30 (psf) 12" 12" .6' 6" s'.. 40 (psf) 12• : 6" g, - 6" — 60: (psf) 12" 6•'. 6', - , - 90 (psf) e ., 6" _110 (psf) ,N6" 6" — -. —_ SOLID GROUTED CMU NOTES: • Provide longer fasteners, if required, to allow for thickness of finishes such as stucceplaster, siding, etc. • ▪ • •• • •• • • • • . . • • • • • • • • • • • • • •• • • • • •• •• •• •• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • •• • • • • • TABLE 6 ANCHOR SPACING ROUTED (CMU) " I Anchor Mtn. Embed. Min. E.D. Pressure (pSf} - Span to 48". to 76' to 100" to 124' to 148". to 168" to 192" 3t• ASTM 304 316 SS THREADED ROD IN EPDXY. W/ SS COUPLER AND EYEBOLT ,INSTALL PER MANUFACTURERS NSTRUCTIONS) 3 Y2 SheN in face shell, not mortar '• fonts 12" 30 (Psf) 12" _ 12• , _ 12" 12• • _ 12• 12" 12" 40 (psf) 12• , 12"12"12" 12" 12" 12" - 60 (psf) 12" 12" 12" 12" 12• '12" 12" 90 (psf) ... 12" 12" 12" , . 12" 12" 6" 6" 110 (psf) 12" 12• 12" 12" '6" _ 6" 6" ' /i"DIA. POWERS WEDGEBOLT (LDT) 410 SS (ate ParwINoa deed 12-i•07) - 2X" all be n face shell - not nodal r oints 4• 30 (psf)' 18• 19• 18" 18" 18" 1s• 18" 40 (Es -'.18 18y" 18' 18" 18' 18' . ` 60 (psf) 18' w 18" 18" ��18" 18" 18' .- 18"- 91T(pS�)_ '18" ,18• 18" 18•- 18" 12" 2 110 (psf). '18` 18' 18" : 18• 12" 12" 12• SOLID GROUTED CMU NOTES: • Spacing,for fasteners used in testing are shown at spacing used in to s • Spacing for all other fasteners calculated with SF=3 min. Opening No. 4 D- ZD eoM 0LLI U) I C1ce co 00co Q * THEODORE BERMAN. PE. NO.09814 12/12/2017 DATE: 01/03/11 REV. 12/12/2017 DATE:. DWG #: 201-2010 SCALE: N.T.S. SHEET: 10 of 12 WOOD -SYP #2 - Y4" and 546" TABLE 7 ANCHOR SPACING WOOD SYP #2 -1" and 2" • • • WOOD'SYP#2 Anchor - mu. Embed: mm. E.D. 1-10DAUIC (Psf) - vNu"" , `' Da OA. PANELMATE (INSTALL PER MANUFACTURER'S INSTRUCTIONS) (VALUES PER NDS FOR WOOD CONSTRUCTION), 1 3�/4 13/4 .30 (p3f) , - .. .12- _. 12" _ 12" 1 0' •- 0" 40 (paf) 12" 12". , _ 0' _ 0' :'0'-. 60 (p3f) - 12 6 r 6 30 110 0' 0" — — — ` 0" 0" — d — , — 0'-, Y.-DIA.x 1.7.-SS TAPCON (INSTALL PER MANUFACTURER'S INSTRUCTIONS) (VALUES PER NDS FOR WOOD CONSTRUCTION) 1 /4" 3. '' 30 (poi) 12" 12". 0' 40 (8+1) 12_ 2 ff , , of - - of , 60 (p3f) •- 60 12 0 ° ? 00 (p3f) 0 0"O _ .- 11 (pof) 0' 0 Y," DIA. SS LAG SCREWS. 2" 1' Into stud or lintel 30 (1,4) 12 [2 ,. 12 0 40 (1:sf) I t I L e � -• -00 (N.f) Il 11 - ,) o — 90 (r.Q 6 t uO ()..,s0 6 Vie" DIA. SS LAG SCREWS •••i 2" { • • • • • • • •• 1 Ya" into stud or lintel � 30 (pot) , 11 - _ TL. ... . -11 1 s b -� b 40 (re) 11 11 11 b-.. ' b.-.y. GO (1.,-.1), 12 r2 a 5 , — 90(i f) b" -. 0"-.. - 6' -_ .._— — ••1110(paO - 6- --o . — • • • • • • • • • •••••• •_ • • •• • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• •• • • .• • • • • Anchor Min. Embed. Min. E.D. Plesauie (psf) ib" DIA. SS LAG SCREWS ib"DIA. SS LAG SCREW 14 -. SS LAG- S - W ' 2" •3" *3" - f Y" into stud or lintel ' 1 Yi Into stud or lintel 2'i"• ide grain ,30 (), f) _ 3N411 w'96' cu 70" W 101 ' iu 114 w IRS to 166 tu 1a1 .40 (Faf) GO (),,1 f) ,90 (),f) 110 (pet) 30 (1,0f) 12", 12" 1Z"- 12" b- b" .N 40 (Nsf) GO (Nsf).. 90:(pd) 110 (Nsf) 40 (Nsf) GO (Nsf). 90 (rsf)_ 110 (Naf) 11 11" b 12" 11" 11" 12 11 12" 11 12' 12" b • e 11 1' b b 14 12" b" 11 b" b 11- b" b l2" T2 12"- b" b b b" - 1" 12- b 14 b 11- 12-- b- b" b b" b b" 11' 14- ,;„ 12 b WOOD SYP #2 NOTES: • Provide longer fasteners, if required to a . , for thickness of finishes such as stucco,' plaster, siding, etc. • Design as per NDS 2015. • *Lag Anchor to be fully embedded. • Douglas Fir - Larch alternate, acceptable wood type. • Note to Installer: 1" Lag Screw does not have available hole plug - side rail. b b 12" b b b DATE: 01 /03/11 REV. 12/12/2017 DATE: DWG #: 201-2010 SCALE: N.T.S. SHEET: 11 of 12 METAL -1%' TABLE 8 ANCHOR SPACING Anchor Min. Embed. Min. - E.D. Pressure ' Span (psf) to 48": to 76" to 100" to 12 : to 148" • 168 to 192" 20 GAGE METAL STUDS Ye-14 TEKS ; SELF -TAPPING SCREWS 30 (psf) 6" 3" 3» 3" — — — 40 (psf) 6" -; 3"— 60 (psf) — — — — — — — 90 (psf) — - — - - -. — —, 110 (psf) ' - - - — - - _ — 18 GAGE METAL STUDS Y4"-14 TEKS ' SELF -TAPPING SCREWS (spacing per test p01 dated 2-8-08) 30 (psf) ' 6" ' .6" 6" ..- 6" 6" 6" - 6" 40 (psf) 6" 6" 7 6" 6"-. - 6" .. . 8"_ ' .,„;6" 60 (psf) 6".. ` _ 6" ` . 6" 6". 6" : 6" '6" _ 90 (psf) 6" 6" _ B" 6' 6' 6" , 6" 110 (psf) ' 6" 6" 6" 6" 6" ' 6" " 6" ' s STEEL Ya" 14 TEKS SELF -TAPPING SCREWS 30 (psf) _ 12" 12" - 12" 12" ' 12" , 12" 12" 40 (psf) ,12" . i 12" 12" 12" ' 12" : 12" 12" 60 (psf): 12" " 12". ., '12' ;12" 12" 12" 12' 90 (psf) 12- i. 12" 12" 12' 12" 6' 6" 110 (psf) 12" 12' - 12" 12" 6" ` 6" 6" W NYa"-14 N — >e TEKS W SELF -TAPPING SCREWS 30 (psf) 12' ' 12" 12" 12" 12" 12" 6"` 40 (psf) 12"" " 12"—' •. 12, • 12" ' -•12• ., ••. 6" ' 6".•-� 60 (psf) " 12' , '12" , 12' 6" 6" ' ; 6' 6" . 90 (psf) ' 12" 12' 6" 6" 6" " • ,, 6" 3" 110 (psf) 12" .12" _ 6" „ . 6» 6» r 3" 3, ~ ISELF + • • �••• Ya-14•TEKSSS -TAPPING ttII ays • • . • •• • • • • • • • •••tf0(psf) • • •• • • 30 (psf) 12" . 6" ,6" 3" 3" 3" 3". 60 (psf) 6 6" . ,3" 3" 3" : — — • ..IJ0 (psf) 6" 3" 3" g" — — — `'�10 (psf) 6" 3" 3» — — — — D• Z 12 3 A a T• • • i••• Y4"-14 TEKS S SELP•TAPPIN 'itt gws i••• . ••• • • • • ••• • • • • • 0 •s " 6" 6" 6" 6" r 6" • 6" • .40 •s 6" -- 6" 6" ' 6' • • • • • 0 (psf) 6" 6" - 6" 3" • • • •••:••f10(psf) . • ; t (ps 6" 6» 6» 6" . 3" 3» 3" '6" 6"' ..6" '3" • - 3" 3" 3" • •••••• • • • • •• • • • • • METAL NOTES: • Minimum 3 pitch shall extend past metal substrate. 0 z W J ce in re w oco re Q W 0 _o_J 43 ' w O U U .13 i=m ,€ E co co O—rn a N,y 1- THEOOORE BERMAN, P.E NO.09814 12/12/2017 DATE:. 01/03/11 REV. 12/12/2017 DATE: DWG #: 201-2010 SCALE: N.T.S. SHEET: 12 of 12 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Armor Screen Corporation 2744 Hillsboro Road West Palm Beach, FL 33405 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 Zone of the Florida Building Code. IDESCRIETION: `_`Armor. Screen Series 2000 leaibTe Wmd Aba e�" m - ys em APPROVAL DOCUMENT: Drawing No. AS-001, titled "Armor Screen Series 2000 Flexible Wind Abatement/ Impact Protection System", sheets 1 through 9 of 9, prepared by Armor Screen Corporation, last revision dated January 11, 2018, signed and sealed by Theodore Berman, P.E., on January 11, 2018, 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 screen 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. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.Eov/economy •• ••• • • • • .• .. • • • INSPECTION: A copy of this entire NOA shall be provided to the userlay the•i1at16:adueerMitS distributors and shall be available for inspection at the job site at the request of the Bei'iding;3 414a1. • • • • This NOA revises NOA #15-0518.04 and consists of this page 1, evidence E-1, E-2.E-3, & E-4 as well as approval document mentioned above. • •• •• • • ••The submitted documentation was reviewed by Hemy A. Makar, P.T ; M.S. MIAMI-DADE COUNTY APPROVED 03 /0 8,2018: • • .• ... • . McGee Residence - SO# 210995 . . . • • • •• E�70A go.18-012242 Czpira-Bon Dfie:. 7077201' g prori tg 4 • ••• • • • Page 1 • . •. • •. • • • • •. . . • • •.• •• Armor Screen Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 99-0526.01 A. DRAWINGS 1. Drawing No. AS-001, titled "Armor Screen Series 2000 Wind Abatement System", prepared by Thomas J. Rogers, P.E., dated June 28, 1998, sheets 1 through 6 of 6, signed and sealed by Thomas J. Rogers, P.E. B. TESTS 1. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test ofArmor Screen Series 2000 Wind Abatement System, prepared by Hurricane Test Laboratory, Inc., Report No. 0139-0305-98, dated July 23, 1998, signed and sealed by Timothy S. Marshall, P.E. 2. Test report on Static Wind Pressure Test of Armor Screen Series 2000 Wind Abatement System, prepared by Hurricane Test Laboratory, Inc., Report No. 0139- 0604-98, dated July 23, 1998,.signed and sealed by Timothy S. Marshall, P.E. 3. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of Armor Screen Series 2000 Wind Abatement System, prepared by Hurricane Test Laboratory, Inc., dated November 24, 1998, signed by Vinu J. Abraham. C. CALCULATIONS 1. Anchor calculations, dated July 14, 1998, pages 1 through 10 of 10, prepared by Thomas J. Rogers, P.E., signed and sealed by Thomas' Rogers, P.E. 2. Anchor calculations, dated October 4, 1999, pages 1 through 6 of 6, prepared by Thomas J. Rogers, P.E., signed and sealed by Thomas J. Rogers, P.E. D. MATERIAL CERTIFICATIONS 1. Mill certified Inspection Report with chemical composition and physical properties of Woven Monofilament Geotextile. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-1204.01 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. E-1 . .. .•. . . . . . .. . . . ▪ • .. ... •. . .. •. • • • • .. • • • . . • •• �Imy A. Makar,l?�E., M.S. • Product Control Section Supervisor NOA No. 18-0122.05 • • • • ,JE xapitatjoI D?te: 01/07/2019 • ovpil DIte: Op/08/2018 • • • . • . . • • • • • •• .. • • • •• •• ••. • • • ••• • • Armor Screen Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #07-0424.04 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. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-1008.03 A. DRAWINGS 1. None. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test, and Static Wind Pressure Test of Armor Screen Series 2000 Wind Abatement System, prepared by Fenestration Testing Laboratory, Inc., Report No. 5651-02, dated June 21, 2008, signed and sealed by Carlos S. Rionda, P.E., and Michael Wenzel. P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E-2 • • • 100, • • • • • IDS • • • • • • • • •• ••• •• • • • •• • •T • .•• • • . e�i. M , P ., M.S. • • Pr .. • •. •Product Controol Sectisn Supervisor NOA No. 18-0122.05 • • • • Expi ation Date: 01/07/2019 • • • A�•plroval Dste: 0B/08/2018 •• • • • • • •• •• • • • ••••• ••• • • • ••• • • Armor Screen Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0223.12 A. DRAWINGS 1. Drawing No. AS-001, titled "Armor Screen Series 2000 Flexible Wind Abatement/Impact Protection System ", sheets 1 through 8 of 8, prepared, signed and sealed by Gary D. Foreman, P.E., last revision dated May 17, 2012. B. TESTS 1. Test report on Self -Ignition Temperature, Rate of Burning, and Smoke Density test of Composite Material (Armor Screen Series 2000 Wind Abatement System), prepared by Hurricane Engineering & Testing, Inc., Report No. HETI-12-F105, dated April 11, 2012, signed and sealed by Rafael E. Droz-Seda, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. Letters from David M. Jones of Tencate, dated April 02 & 14, 2012, certifying the Weathering Test Per G154 (5100 hours at 92% tensile retention) performed is harsher than G155 (4500 hours) required. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0710.01 A. DRAWINGS 1. Drawing No. AS-001, titled "Armor Screen Series 2000 Flexible Wind Abatement/ Impact Protection System", sheets 1 through 9 of 9, prepared by Armor Screen Corporation, last revision dated June 06, 2013, signed & sealed by Eugenio M. Santiago, P.E., on June 19,2013. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulator.; ana.Eeoxomie l4efoxrces. E. MATERIAL CERTIFICATIONS 1. None. • • • •• ..• •• • • • •• • • • • • • • •• • •aim7 . Maial, PX., M.S. • Product Eontroi Sectisn Supervisor NOA No. 18-0122.05 • • • jxpi .ation Date: 0J /07/2019 • A p oveDate: O /08/2018 • . E-3 • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • Armor Screen Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 15-0518.04 A. DRAWINGS 1. Drawing No. AS-001, titled `Armor Screen Series 2000 Flexible Wind Abatement/ Impact Protection System", sheets 1 through 9 of 9, prepared by Armor Screen Corporation, last revision dated June 06, 2013, signed & sealed by Eugenio M. Santiago, P.E., on May 12, 2015. ' B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. 8. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. AS-001, titled `Armor Screen Series 2000 Flexible Wind Abatement/ Impact Protection System", sheets 1 through 9 of 9, prepared by Armor Screen Corporation, last revision dated January 11, 2018, signed and sealed by Theodore Berman, P.E., on January 11, 2018. B. TESTS 1. None. . CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. .• •.• • • • • • •• • • • • • • • • • •• ••• •. • • • •• • •. E-4 • •' ` `. c el ••,'' 11. Malcaa, Pad., M.S. • FrAducteonfteol Section Supervisor NOA No. 18-0122.05 • • • • Eari ration Date: 01/07/2019 • • • • . • • • Anjiroval Dte: 0/08/2018 • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • • •• • • • • • • •• • • • • • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • GENERAL NOTES: • This Wind Abatement / Impact Hurricane Protection System is designed and tested to comply with the High Velocity Hurricane Zone (I-lVHZ) of the 2017 Florida Building Code Edition. • For use with 2010 FBC, the design pressures as determined from Section 1620 and ASCE 7-10 must be multiplied by 0.6. • Testing meets the current Florida Building Code; TAS 201; TAS 202; TAS 203 and fulfills its requirement for opening protection. • The unbreached envelope criterion Is met when this approved wall component encloses the protected opening all around. • The open areas in the Armor Screen Fabric are smaU enough that the surface tension of water causes the barrier screen to became solid in the presence of rain, and in actual hurricane condition has been shown to prevent damaging voluminous water intrusion, even from torrential rains. • Has satisfied checHlst #0445 for resistance to burning, snake, Ignition, temperature, and weathering and qualifies as a permanently installed building component; ASTM G155, ASTM D638, ASTM C158, ASTM D635 - Cl, ASTM D1929 ASTM D2843. • Product Marking: A permanent label shall be affixed to the screen barrier with the following statement: 'Amer Screen Corporation, Current Address, Mlami-Dade County Product Control Approved, Patented and Patents Pending, US Patent No. 6176050•. INSTALLATION NOTES: • Deflection is the minimum glass separation measured at mid span of the screen and subject to interpolation between listed spans. Separation offset may be achieved alone or by any combination thereof, Natural Deflection, Angled Style Screens, Storm Bars and Pneumatic Devices. • Screen may be mounted with opposing primary anchored perimeters (span) in vertical, horizontal, or any alignment appropriate to the structure being protected. • The screens may be Installed at any height on the structure as long as the design pressure rating for the screens is not exceeded. • Anchors on the non -primary perimeter side (span side) of the screen are optional (e.g. to limit potential sag in the screen or reduce movement on the free side or other site specific reasons). . The thickness of typical facing materials Le. stucco, siding, stone, brick, pavers, etc ere not to be considered part of the anchor embedment. Longer fasteners should be used to allow for facing materials. • Anchor embedment Into masonry shall be into the face shell, not mortar joints. • All fully embedded anchors may be flush with the finished fadng provided They have the coned embedment into the structure behind the finish material. • Anchor installations should follow the manufacturer's recommended methods. • A caulk or sealant should be used with all wood penetrating anchors. • All fasteners shall be corrosion resistant as specified in the IRC and IBC or stainless steel. PRODUCT DATA: The woven geotextile fabric shall have the following minimum average roU values: Grab Tensile Strength (ASTM D4632) PunctuM Stred9lr (ASTM D4833) Mullen &u((ss? : (ASTM D3786) Trapezoidal Tear (ASTM D4533) Wide Width Tensile Strength (ASTM D4595) Wide Wktht nn�ndtion (ASTM D4595) Appareftt e�lol%tlze Percentage&f Qpelr Area 425 x 325 LBS 130 LBS 675 PSI 150 x 125 LBS 225 x 205 LBS/IN 22 x 21% 30 US STD SIEVE. 5% SaeenemablOto retum should extend past protected opening by distance equal to minimum requireddblkt!U8rf! . ASTM G155 • ASTM D638 • ASTM C158 • ASTM D635 - C1 • ASTM D1929 • ASTM D2843 ALL 41AYVTligliC HURRICANE SCREEN ASSEMBLY INSTALLATION DETAILS DEPICTED WITHIN THESE DRAWINGS ARE TYPICAL FOR THE INSTALLATION OF THIS WIND ABATEMENT AND IMPACT PROTECTION SYSTEM SHIM FALL OTHER BUILDING COMPONENTS SHOWN HEREIN ARE DEPICTED AS EXISTING, AND NOT CONSTRUCTED BY THE SCREEN COMPANY. • •• � D co • • E N, TED BERMAN AND ASSOCIATES LLC, C OF A # 27502 THEODORE BERMAN, P.E., FLORIDA LICENSE NO. 09814 7970 BISCAYNE POINT CIR. MIAMI BEACH, FL 33141 (305)8884707 PRODUCT: ARMOR SCREEN SERIES 2000 FLEXIBLE WIND ABATEMENT! IMPACT PROTECTION SYSTEM 2744 HILLSBORO RD, WEST PALM BEACH, FL 33405 PH: (561)841.8890 FAX (561)841-8892 SALESOARMORSCREEN.COM ,'QQ>ID��� EEN CORPORATION ,; �DOq•ENg�-rA.. •#i No 0981♦*tic S :IA STATE OF :�� Examples of typical Installations PRODUCT REVISED es cun1piym11 .Vikn.hc Fl:vut Buildir3 Catc- acn. tillp7LJZ os ay Ni 1 1 SNOISIA3321 Opening No. 5 Opening No. 1 Table 1 Opening No. 1 Anchor Anchor Choices * Opening No. 5 Span Deflection 1' DIC 7 O/C 1" 2" 3• 4*in feet in inches Design pressure •" • open eye %" bolt X" open - ) " bolt 4' 5.5" 130 65 X X X 6' 6.7' 130 65 X X 6' 6.7" 92.75 46 X - X X 8' 8.5' 130 90 X 8' 8.5' 130 65 X X 1 8' 8.5• I 115 p T x X X 8' 8.5' 68.75 34 X X X • X 10' 16" 130 90 X 10' 16" 130 65 X X X 10' 16" 1 94.75 141 X X X X 12• 21' '130 90 X 12' 21' 130 65 X X 12' 21' 120 60 X X X 12 21• 69.75 35 X X X X 14' 30' 130 80 X 14' 30' 130 65 X X 14' 30" 120 ' 60 X X X 14' 30' 64.75 32 X X X X 16' 39' 130 75 X 16' 39• 130 65 X X 16' 39' 110 55 X X X 18' 39' 60 34.25 X X X X 20' 40' 58.00 29.00 X X 24' 41" 48.00 24.00 X X CONCRETE: 'Table is intended for drop -in and LDT anchors in concrete. WOOD: Lag anchoring (incl. LDT) into wood as follows Column 1": %" thread, 1.75" penetration into SYP (0.55sg) Column 2": %" thread, 3.1" penetration into SYP Column 3": Y2" thread, 3.0" penetration into SYP Column 4": Yz" thread, 3.7" penetration into SYP EARTH: " Specified earth anchor may be used with any of table choices. NOTE: HOLLOW **Design pressure may be increaseumn 1*, approved d by 5%or negative loads. system for " " read. r4... ttP O; 4 TRACK SYSTEM: Table applies to track system, anchored with two Vie" fasteners per cleat, as follows: - into hollow block, min. 1 Y4" embed can be installed as in column 1* - into concrete, min. 1 %" embed can be installed as in column 3" - into concrete, min. 2" embed can be installed as in column 4* - into wood (SYP. sg. 0.55), min. 1" embed can be installed as in column 1" - into wood (SYP. sg. 0.55), min. 2" embed installed as in column 3* NOTES: Anchor Spacing: varies inversely with pressure and is subject to rational analysis. Span: is measured anchor to anchor and is subject to rational analysis. Deflection: is minimum glass separation measured at mid -span of screen and is subject to rational analysis. ANCHOR SPECIFICATION: Lag Anchors:• %" Lag Anchor Yz" Lag Anchor Tapcon a", 3X", or X" LDT can anchor in both wood and concrete Drop -in Anchor. %" Steel Drop -in anchor in 3000 PSI (min.) concrete, 1 %" min. embedment_ 3 3/.• min. edge distance (Pcwers or enuaO IX" Steel Drop -in anchor in 3000 PSI (min.) concrete, 2" min. embedment, 5" min. edge distance (Powers or equal) Earth Anchor. Proprietary System: Stabilized Y2" x 30" Shaft wits• half • • • • • • • Crean by. TG,10.22-01 Working Load of Earth Anchor is 3150 LBS. e • SCALP: NO SCALE Soil Class: 5 (medium dense coarse sand) • • Epoxy Anchor. Equal to Red Head umbrella inserts and screensiwitt CJ hesom REVISIONS OCTOBER 22, 2001 August 27, 2003 November 25, 2003 February 17, 2012 June 6, 2013 January 11, 2018 • m i N ."'-2 j i <6$A N Mig n. 0QO1§ Irg-- oxdanga • • • • • • • • DWG NO. AS-001 SI£ETNO. 2 OF 9 • ••• ••• • • ••• • • • e e e • • • • • • • • • • • • • • • • ••• ••• • • • • ••• •• • • • • • • • • • • • • • ••• • • • • • •• • • • • • • • •• • • • . • • • • • • • • •• •• 1 CONCRETE FOOTING 3lr or NZ' SEE: TABLE 1 ALTERNATE ANCHORING LAG, TURNED EYE OR PLAIN LOT TRACK REMOVEABLE LAG INSTALLED VERTICAL ONLY INTO THE TRUSS MEMBER WITH 3141 MIN. EDGE DISTANCE. xr or 112• DROP -IN ANCHORS SEE TABLE 1 ANCHOR SPECS. TYPICAL ONE STORY ASSEMBLY INSTALLATION CONCRETE SLAB (4• MIN. THICKNESS) (3000 PSI Min.) ALTERNATE ASSEMBLY' INSTALLATION. • • REVISIONS OCTOBER 22, 2001 August 2/,2003 November 25, 2003 February 11, 2012 June 6, 2013 January 11, 2018 • • • • • • AT EXTERIOR SLAB' •.. • • 2003 O ARMOR SCREEN CORPORATION • ▪ Braawnby: TG, 10-22-01 •• SGILE: NO SCALE • • BA NO. AS-001 piano. 3 OF 9 • ••• ••• • • ••• • • • • • • • • • • • • • • • • • • • • • . • • •• • • • • • • • • • • •• • • 000 • • • • 000 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • ••• • • MAX SPIN 4' Y B 4 cc 1? 14' MAX PSF 130 88 80 130 60 130 130 SYP 25ce' x X x ALUM. TUBE rafrx& Bow -re x SYP ear X ALUM. TUBE TATA" 00131-Te X ALUM. TUBE rara& e061-Te X Opening No. 5 -STORM BAR SPAN IS MEASURED BRACKET TO BRACKET. - DEFLECTION; ACHIEVED BY ONE OR MORE STORM BARS AND MAY BE INCREASED WITH BLOCKING - MAX. DEFLECTION TO BE PER NOA AS RELATES TO SPAN. SPAN PROPORTIONATELY REDUCED BY INTERMEDIATE RESTS, SUCH AS STORM BARS OR MULLIONS, AND MEASURED FROM ANCHOR TO PROXIMATE STORM BAR OR BETWEEN PROXIMATE STORM BARS - THE STORM BAR SPURS THE ANCHOR / SCREEN SPAN INTO MULTIPLE SPANS. EACH OF WHICH IS USED TO DETERMINE THE MINIMUM DEFLECTION. -ANCHOR ENDS WITH MINIMUM& HARDWARE • STORM BAR MAY BE ATTACHED WITH PERMANENT OR REMOVABLE STORM BAR BRACKET, OR BY ATTACHING THE STORM BAR DIRECTLY TO THE WALL. -ALTERNATE: CUSTOM BRACKET COMPRISED OF 2' X 2' X I y,' X J{' ALUMINUM ANGLES ON EACH SIDE OF STORM BAR. - SUBJECT TO RATIONAL ANALYSIS ',Anchor Span --I I --Anchor Spar --I PAtlAtte:121!._ . SINGE STORM BAR MULTIPLE STORM BAR STORM BAR HORIZONTAL SCREEN HORIZONTAL SCREEN ELEVATION ELEVATION CONFIGURATION LR OR VT DROP-N ANCHORS SEE TABLE 1 MIN CLEARANCE SEE TABLE 1 �FA911®,1T emo INTO EARTH ALTERNATE ASSEM3LY INSTALLATION Opening No. 1 PAVER 1 PAVER INSTALL PAVER ACTS AS STABR125R EARTH ANCHOR 4' DWA HEM HORZONTAI-Y STABUTED 24' 0.0 SEE: TABLET REVISIONS OCTOBER 22, 2001 August 27,2003 November 25, 2003 Febluay 17, 2012 June 6, 2013 January 11, 2018 • • ipown by TG,10.22-01 SCALE NO SCALE •• • •9ft NO• AS-001 SHEET NO. 4 OF 9 • •'M ••c • • ••• • • • • • • • • • • • • • • • • • • • - - • • • •• • • .• • • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 004 • • Typical of wall anchors 3000 PSI CON STRUCTURAL MEMBER CONCRETE FOOTING EJOSTING WD ROOF TRUSSES AT 24'O.C. TRUSS GUSSET PUTS MIN CLEARANCE SEE TABLE 1 (ME MID -SPAN MIDPAN X OF S m F 0 FOR ANCHOR INSTALLATION MAINTAIN AT LEAST MIN. EDGE DISTANCE AND FULL CAPACITY SPACING FROM HANDRAIL ANCHORS BALCONY SCREEN ALTERNATE ASSEMBLY INSTALLATION MIN CLEARANCE SEE TABLE 1 (MEASURED AT MID -SPAN OF SCREEN) CLOSED ON SIDES AND BOTTOM ANCHORED AT LOWER CORNERS IA N• [5OVA §tRhEA • • • • • •• ••• •• • • •' REVISIONS OCTOBER 22, 2001 August 27, 2003 November 25, 2003 February 17, 2012 June 6,2013 January 11, 2018 2003 © ARMOR SCREEN CORPORATION • • Drawn by. T G , 10.22.01 • jCALE: NO SCALE • it& NO. AS-001 SHEET NO. 5OF 9 • ••• ••• • • ••• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • •• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • , { SIDENEW QUAD FLAT FELLED SEAM GEO SYNTHETIC POLYPRO THREAD s 138 (e) PLACES AT TOP AND BOTTOM OF FABRIC SHEET WEAVE NOT SHOWN FOR CWR(TY OF STRAP CONFIGURATION EARTH ANCHOR. —� SEE ANCHOR SPECIFICATIONS ON SHEET 2 OF 9. SOIL SHALL BE MIN. CLASS 5 (MEDIUM DENSE COURSE SAND). CONC EXTERIOR SLAB VT OR M RAM. OROPN N,ORS SEE ANCHOR SPECS. ON SHEET 2 WEBBING LOOP FOR EVE ATTACHMENT WELLINGTON SYNTHETIC FIBER STRAP (PRODUCT NO. M-170H) TO BE SEWN INTO GEOSYNTHETIC FIBER MATERIAL (Say immoral. spring cap, O*Yq, • keyhole c4R GEOSYNTHETIC MATERIAL TOP STRAP DETAIL WEAVE NOT SHOWN FOR CLARITY OF STRAP CONFIGURATION WEWNGTON SYNTHETIC FIBER STRAP PRODUCT NO. M•170H (OR APPROVED EQUAL) TO BE SEWN INTO GEOSYNTHETIC FIBER MATERIAL BUCKLE W/ STRAP SEE SECTION 'J/6 OF 9' BOTTOM STRAP DETAIL (AT EARTH ANCHOR) WEAVE NOT SHOWN FOR CLARITY. AND STRAP CONFIGURATION WELLINGTON SYNTHETIC FIBER STRAP PRODUCT NO. M.170H (OR APPROVED EQUAL) TO BE SEWN INTO GEOSYNTHETIC FIBER MATERIAL BUCKLE , SEE SECTION'J76 OF 9' \ BOTTOM STRAP DETAIL OF J (AT ANCHORAGE INTO CONCRETE) REVISIONS October 22, 2001 August 27, 2003 November 25, 2003 February 17, 2012 June 8,2013 Jemmy 11, 2018 •• ••• • • • • • •, • SUPER CONTOURED MODEL BYCIa.E • BY NEXUS OR EQUAL • • • • • • • • • • • • 2003 © ARMOR CCked1 CPOR15O0,AOOt1 •' Drawn by: TG,10-22-01 SCALE: NO SCALE DWG NO. AS-001 SHEET NO. 6 OF 9 • ••• • • • • • • • • ••• • • ••• • • • • • • • • • • • • . • - - - • • •• • • • • • • • •• ••• • ,• • • ••• • • •• • • • • • • • • • • ••. • • • • • • • • • • • • • • ID* 420 • • • 410 • • 000 • • • 000 • • •.. 318• STEEL LAG THREAD TURNED EVE BOLT 1 3/4' MIN EMBED. ALTERNATE 31C DNA DROP -IN ANCHOR GEO SYNTHETIC HURRICAN SCREEN ALTERNATE TOP STRAP DETAIL SCREEN THREAD NOT SHOWN FOR CLARRV STRAP DETAIL AT Iralsl 1451 KLE W1 STRAP D TRIGLIDE E SECTION 'Le 0 (Opeonel) WEWNGTON SVNTHEI1 BER STRAP PRODUCT NO.M-170H (OR APPROVED EQUAL) TO . SEWN INTO GEOSYNTHET1C FIBER TERIAL (1 Anchor Ove NOTE: SCREENS MAY =' GROMMETED. TRACK DE IL WALL MOUNT REVISIONS OCTOBER 22, 2001 August27,2003 November 25, 2003 February 17, 2012 Ju _ :,2013 11, 2018 4 w W Vl t N INSIDE MOUNT CEILING 51 U n < W H LL U < W a a Uatm- S LU W Wi—g W LL d gT �� §§g / �J`1 W SJ..., IJ . mtu7wAI • • • • • • • • • • 1. e ir•• • Drawn by TG, 10-22-01 � INSIDE MOrVIT • • • SCALE: M SCALE FLOOR • • •• • • • • • • • • • DWG NO. AS-001 2003 ©ARMOR SCREEN CORPORATION • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . - •- •. • • •• • • . • • • • SHEET NO. 7 OF 9 • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • •• • • • • • • • • • • •• •• L i4•, ,Y. ,r 1.0000 0.3750 T TRACK (PART # AS-1000) ALUMINUM ALLOY 6005-T5 D-RING SNAKE HOOKS 3/8" KEYHOLE CLIPS 1/2" KEYHOLE CLIPS 5/16" TAPCONS 3/8" TAPCONS 1/2" TAPCONS 3/8" LAG ANCHOR 3/8" CARRIAGE BOLT 3/8" EYEBOLT 1/2" LAG ANCHOR 1/2" CARRIAGE BOLT 1/2" EYEBOLT .062 R 14.44 FULLR Mf .375 DIA 1192 aumuumuut 1.5300 0.3500 1.0300 — 3.7500 .250R MS BRACKET (PART # AST-1100) ALUMINUM ALLOY 6005-T5 +-- 0.750 —4 unnnllun� 1111111111 1.5000 •• • • • • • • • •• • • • 0.750 1 f 3" Clevis Pin Zinc Cotter Pin Zinc STORM BAR BRACKET Type 6063-T6 3.7500 H 0 .a. O • • • • • • • • REVISIONS November 25, 2003 February 17, 2012 June 6, 2013 January 11, 2018 42. o' • • Drawn by. TG,1O-22-01 • • • • • • • SCALE NO SCALE DwG No. AS-001 IMAGES ARE REPRESENTATIVE AND NOT TO SCALE • . • • . . 2003 Q'AISMOgxREEN COrOR•ATIONI • SHEET NO. 8 OF 9 • • • • • . • . • • • • • • • •• • • • • • • •• • •• • •• • • • • • • • • • • • • ••• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • • • • • tA Opening No. 1 Opening No. 5 SCR N LOADING ON STRUCTURE (P LINEAR FOOT) ><DESIGN LO (PSF) 30 40 50 60 70 90 110 130 SCREEN SPAN (FT.) 4 180 217• 246 27 284 332 358 401 5 224 75 312 2 355 416 447 500 6 268 7 372 08 426 500 536 599 7— 311 38 437 480 503 579 625 704 8 355 438 497 546 574 663' 715 802 9 399 491. 557 617 644 747 804 901 10 447 543 625 1683 715 832 893 1013 11 491 602 683 749 786 910 982 1105 12 535 654 743 821 857 994 1072 1203 13 579 712 808 887 928 1079 1155 1302 14 622 760 868 959 999 1165 1244 1401 15 666 818 928 1025 1070 1241 1333 1506 16 715 870 994 1091 1141 1325 1423 1604 17 758 923 1054 1162 1212 1410 1512 1703 18 802 981 1114 1228 1283 1494 1601 1802 19 846 1034 1180 1300 1359 1572 1690 1907 20 890 1086 1240 1366 1430 1657 1780 2005 21 933 1144 1305 1432 1501 1741 1869 2104 22 977 1197 1365 1504 1572 1825 1958 2203 23 1026 1250 1425 1570 1643 1903' 2047 2308 24 1069 1308 1491 1642 _ 1714 1988 2137 2406 Notes: 1. Span is measured anchor to anchor and may be reduced by intermediate storm bars, rigid or pneumatic, or mullions. 2. Max. deflection to be per NOA as relates to span. Span proportionately reduced by intermediate rests such as storm bars or mullions and measured from anchor to proximate storm bar or between proximate storm bars. 3. Max. PSF to be the absolute value of the greatest pressure. 4. Calculations are applicable to any Armor Screen System. • • • • REVISIONS June 8, 2013 January 11, 2018 z • • • • Drawn by. TG, 10-22-01 • •• ••• •• • • • •• SCALE: NO SCALE • • • • • • • • J • • • • •• • • • • • • •• • • • • • • DWG NO. AS-001 • • • • 2013 %ARMOR SCREEN CORRORATlift • SHEET NO. 9 OF 9 • • • . • • • • • • ••• • • • • ••• • • • • • • • • • s • • • ••• • • • • • • • • •. • • • • • •• •• • • • •• •• ••• • • • ••• • •