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WS-19-2439Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date:10/21/2019 Location Address Parcel Number 431 NE 94TH ST, Miami Shores, FL 33138 1132060140500 Contacts Permit NO.: WS-10-19-2439 Permit Type: Windows/Shutters Work Classification: Shutters Permit Status: Approved Expiration: 04/20/2020 LUIS ARIAS Owner 1496 NE 104 ST, MIAMI SHORES, FL 33138 Other: 3057990529 ARMOR SCREEN CORPORATION Contractor JOHN FISCHER 2744 HILLSBORO RD, WEST PALM BEACH, 33405 Business: 5618418890 PERM ITMIKE@HOTMAIL.COM Description: INSTALLATION OF REMOVABLE SHUTTERS (6) Valuation: $ 10,578.00 Inspection Requests: 305-762-4949 TotalSq Feet: 0.00 ...... - ----- -- - j � Fees Amount Application Fee - Other $50.00 CCF $6.60 DBPR Fee $2.40 DCA Fee $2.00 Education Surcharge $2.20 Scanning Fee $9.00 Technology Fee $4.00 Windows/Shutters Fee $110.00 Total: $186.20 Building Department Copy Payments Date Paid Total Fees Check # 34140 10/15/2019 Check # 34146 jAmaid 10/21/2019 Amount Due: 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 respons for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLU G, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS,A FID rt at all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatirigio and n g. Futhermore, I authorize the above named contractor to do the work stated. Auth rite ignature: Owner / Applicant / Contractor / Agent Date October 21, 2019 Page 2 of 2 Miami Shores Village Cr r 20 Building Department BY: 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 F cB�C 20 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. *BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 431 NE 94th STREET City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel#: 11 -3206-014-0500 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): LUIS ARIAS Phone#: Address:431 NE 94th STREET City: MIAMI SHORES State: FLORIDA Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: ARMOR SCREEN CORPORATION Phone#: 561-841-8890 Address: 2744 HILLSBORO ROAD City: WEST PALM BEACH State: FLORIDA Zip: 33405 Qualifier Name: JOHN C FISCHER Phone#: 561-841-8890 State Certification or Registration #: CGC1522990 Certificate of Competency #: DESIGNER: Architect/Engineer: one#: Address: City: State: Zip: A' " i G Value of Work for this Permit: $ � � Square/linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑■ New ❑ Repair/Replace ❑ Demolition Description of Work: INSTALLATION OF REMOVABLE SHUTTERS Specify color of color thru tile: Submittal Fee $ 5 I Permit Fee $. V CCF $ (4P. W CO/CC $ '`' Scanning Fee $ -``oy FF11 Radon Fee $ 2-(DO DBPR $ o Notary $ 0 Technology Fee $ 4 Qy Training/Education Fee $ �• OC.d Double Fee $ IE5 Structural Reviews $ Bond $ _ TOTAL FEE NOW DUE $ I_3(0• 9 Q (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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. Signature a� VQW4R or AGENT The foregoing instrument was acknowledged before me this Zw day of SU �e( , 20 11 by Lu 1 s �-YmS who is personally known to me or who has produced F T)(yerS LiyAse as identification and who did take an oath. NOTARY PUBLIC: Signature U;K CONTRACTOR Theforegoinginstrument was S1acknowledged before me this M IO `,'� day of PL'20 I! by moo)�p,U' 1 FfsdO-r , who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: %/ &- Sign. Print: l�rrfhOny Gi�2tPa Print: Seal: Seal: + ANTHONY QUEIPO teofF * Notary Public - State of Florida Commission M GG 112057 f Comm. Expires Jun 6, 2021 APPROVED BY Plans Examiner Structural Review ANDREA HERNANDEZ My COWASSION 0 FF 897963 EXPIRES: November 9, 201!9 8W4ed TM Notary Pink Und a%* as Zoning Clerk (Revised02/24/2014) AC Ro'® CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDDIYYYY) 10/02/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Brown & Brown of Florida, Inc. AHCNNo Ext : (954) 776-2222 FAX No): (954) 776-4446 1201 W Cypress Creek Rd yp E-MAIL certs@bbftlaud.com ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC N Suite 130 Fort Lauderdale FL 33309 INSURERA: Colony Insurance Company 39993 INSURED INSURER B : Travelers Casualty Insurance Company ofAmerica 19046 Armor Screen Corporation INSURER C : The Burlington Insurance Company 23620 INSURER D : FFVA Mutual Insurance Co. 10386 2744 Hillsboro Road INSURER E : INSURER F : West Palm Beach FL 33405 COVERAGES CERTIFICATE NUMBER: 19-20 CERTIFICATE REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM DDIYYYY MMIDD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE � OCCUR PREMISES Ea occurrence $ 100,000 X MED EXP (Any one person) $ 5,000 Per Project - $5,000,000 PERSONAL &ADV INJURY $ 1,000,000 A Y Y 103GLOO2542501 08/27/2019 08/27/2020 GEN'LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY D ECT LOC PRODUCTS - COMP/OPAGG 2,000,000 $ Employee Benefits $ 1,000,000 OTHER: AUTOMOBILE LIABILITY • COMBINED SINGLE LIMIT Ea accident $ 1,000,000 BODILY INJURY (Per person) $ X ANYAUTO B OWNED SCHEDULED AUTOS ONLY AUTOS 000P12736A 08/27/2019 08/27/2020 BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ HIRED NON -OWNED AUTOS ONLY AUTOS ONLY Medical payments $ 5,000 X UMBRELLA LIAB OCCUR EACH OCCURRENCE $ 1,000,000 C EXCESS LIAB HCLAIMS-MADE HFF0010299 08/27/2019 08/27/2020 AGGREGATE $ 1,000,000 DED RETENTION $ $ D WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) N /A WC84000343682019A 08/27/2019 OB/27/2020 PER OTH- STATUTE ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT 1,000,000 $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) License number- CGC1522990 Miami Shores Village is Additional Insured with respect to General Liability if required by written contract. Waiver of Subrogation Applies to Certificate Holder. Coverage is Primary and Non Contributory CFRTIFICATF b40i OFR CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Ave AUTHORIZED REPRESENTATIVE Miami Shores FL 33138 ,r- ©1988-2016 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD AR Sales Agreement SCRE Noe 2744 Hillsboro Road • West Pal (Bejch, FL 33405 Phone: 561 841-8890 0 Fax: 561 841-8892 PROTECTIONHURRICANE www.annorscreen.com Larry Thomas (561) 822-7470 License Number: CGC1522990 PROPOSAL SUBMITTED TO: Name: Luis Arias Address: 431. NE 94th St Phone: Miami Shores Florida 33138 C-1,11) Cell: 305-799-0529 Fax: Email: dr.luis.ariasOcImail.com JOB INFORMATION: Job Name: Arias Address: Same as Above Screen Color: Black Total Screens Quoted: 6 County: Miami -Dade WE ARE PLEASED TO QUOTE YOU AS FOLLOWS: Date: Tuesday, August 27, 2019 To supply and install the Armor Screen Flexible Wind Abatement System. Any unexpected necessary structural work is not included on this quote. Any alteration Sub Total: $9,088.00 to or deviation from the agreed specifications involving extra costs will become an Storage bags: $90.00 extra charge over and above this estimate. The Armor Screen System will remain the property of Armor Screen Corp. until contract is paid in full. This proposal is subject to acceptance within 30 days. Taxable Sub Total: $9,178.00 Sales Tax 7.0% $600.68 Permitting Fees: $800.00 Total Job Cost: $10,578.68 Job Specific Notes: 50% Deposit: $5,289.34 6 Buckle and Strap ARMOR SCREEN panels with deflection. 40% Payment: $4,231.48 Final Payment: $1,057.86 -Final Payment to be Collected Upon Completion of Screens WARRANTY INFORMATION Armor Screen is warranted against defects in manufacture for 10 years prorated from purchase or acceptance. Labor warranty is one year. Defects most be reported immediately. Armor Screen is not responsible for additional warranties extended by an Armor Screen dealer / subcontractor. Upon delivery, the screens will perform to test standards. Armor Screen's only obligation under this limited warranty shall be to replace or repair, at its option, those parts, which are deemed defective. Armor Screen does not warrant the survivability of the structure. Wear and tear is not covered by this warranty. Acceptance of Proposal The above prices, specifications, and conditions are hereby accepted. 1.5% monthly interest to be applied to late payments. Armor Screen is authorized to do the work as specified. Armor Screen is authorized to use photographs or video of the installation for advertising purposes. Authorized Signature: Date: 08/27/2019 Armor Screen Authorized Representative: Date: Page 1 of 2 Copyright 0 Armor Screen Corp 2009 CONFIDENTIAL MATERIAL rev. 10.22.09 SCRE`�"M CONDITIONS OF SALE 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, floods, tornadoes, other acts of God, accidents, war, government 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 part of the Purchaser, which results in increased labor and/or 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 4. BACKCHARGES: 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 materials 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. 6. 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 fiilly 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 tarty Public Liability Insurance in limits of $1,000,000.00/$2,000,000.00 for Bodily Injury and $250,000.00/$500,000.00 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, famishing 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 It. 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 watertight sealed. 13. BONDS: If Surety or Performance Bonds are required to be furnished by the Seller, cost of such bonds shall be home 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 16. 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 shall be paid to the Seller by the 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 attorney'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 shall take precedence over any conflicting provisions contained in any plans, specifications, or contract documents. Job Name: Arias Initial: LA Date: 08/27/2019 Page 2 of 2 Copyright 0 Armor Screen Corp 2009 CONFIDENTIAL MATERIAL rev. 10.22.09 No.3 FOR DEPLOYMENT INSTRUCTIONS AND QUESTIONS PLEASE REFER TO: WWW.ARMORSCREEN.COM ALL BUCKLES MUST BE LOCKED IN ACCORDANCE WITH THE OFFICIAL ARMOR SCREEN DEPLOYMENT GUIDE T 5219 AN BY: No.6 'c.o�,EO BY DATE B-CG DEPT Sub.,LCT O CCtitPUFMCE WI fH ALL FEDERAL S 4 S � ATF ANJ Cc IjN ,'f r?UL-S A"o REuUL •• ••• • • • • • •• . ......... . .. ... .. . . . .. .. ... . ... . ... • . . . . .. . • • . • .. ... . . . . ••• . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10 PER SECTION 1609 OF THE 2017 FLORIDA BUILDING CODE ROOF PITCH IS GREATER THAN 2712" OR >= 10 DEGREES PROJECT NAME: ARIAS RESIDENCE NOA or FL# ADDRESS 431 NE 94TH STREET NOA or FL# CITY/STATE MIAMI SHORES, FL 33138 NOA or FL# CLADDING TYPE: ARMOR SCREEN SERIES 2000 NOA or FL# FL812-R8 COMPONENTS AND CLADDING OF WALLS ULTIMATE DESIGN WIND SPEED (Vult) 170 NOMINAL DESIGN WIND SPEED (Vasd) 132 EXPOSURE B MEAN ROOF HEIGHT 15 TOP OF WINDOW OR SHUTTER HEIGHT 10 WIND DIRECTIONALITY FACTOR 0.85 SCREEN AREA ENCLOSED BUILDING GCpi= ±0.18 <=10SF 10SF><=20SF 20SF><=50SF POSITIVE PRESSURE (ZONE 4+5) 38.0 22.8 36.3 21.8 34.0 20.4 NEGATIVE PRESSURE (INTERIOR ZONE 4) -46.3 -27.8 -44.3 -26.6 -41.8 -25.1 NEGATIVE PRESSURE (END ZONE 5) -57.1 -34.3 -53.3 -32.0 -48.2 -28.9 PARTIALLY ENCLOSED BUILDING GCpi= ±0.55 <=10SF 10SF><=20SF 20SF><=50SF POSITIVE PRESSURE ( ZONE 4+5) go 49 9 '48.2 28.9 45.9 27.6 NEGATIVE PRESSURE (INTERIOR ZONE 4) •• -59:$ =3ki:..'57.7 -34.6 -55.2 -33.1 [NEGATIVE PRESSURE (END ZONE 5) -70.5 -42.3 -66.6 -40.0 -61.5 -36.9 . . : -0 -;- LIGHT GREY AREAS ARE ALLOWABLE S TRUSS LIES1GiV PRC$SU/ 4 io • • ... . ... . . . . ... . . • 10/7/2019 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10 PER SECTION 1609 OF THE 2017 FLORIDA BUILDING CODE ROOF PITCH IS GREATER THAN 2712" OR >= 10 DEGREES PROJECT NAME: ARIAS RESIDENCE NOA or FL# ADDRESS 431 NE 94th STREET NOA or FL# CITY/STATE MIAMI SHORES, FL 33138 NOA or FL# CLADDING TYPE: ARMOR SCREEN SERIES 2000 NOA or FL# FL812-R8 COMPONENTS AND CLADDING OF WALLS ULTIMATE DESIGN WIND SPEED (Vu/t) 170 NOMINAL DESIGN WIND SPEED (Vasd) 132 EXPOSURE C MEAN ROOF HEIGHT 15 TOP OF WINDOW OR SHUTTER HEIGHT 10 WIND DIRECTIONALITY FACTOR 0.85 �i 0 SCREEN AREA ENCLOSED BUILDING GCpi= +0.18 50SF><=100SF 100SF><=200SF 200SF><=500SF+ POSITIVE PRESSURE (ZONE 4+5) 49.2 29.5 46.6 27.9 43.1 25.9 NEGATIVE PRESSURE (INTERIOR ZONE 4) -58.9 -35.3 -56.1 -33.6 -52.3 -31.4 NEGATIVE PRESSURE (END ZONE 5) 1 -65.5 1 -39.3 -59.8 -35.9 -52.3 -31.4 PARTIALLY ENCLOSED BUILDING GCpi= ±0.55 50SF><=100SF 100SF><=200SF 200SF><=500SF+ POSITIVE PRESSURE ( ZONE 4+5) • *67:3 ::.40.4 ; ,•fi4.7 38.8 61.3 36.8 NEGATIVE PRESSURE (INTERIOR ZONE 4) .75.8 -45.5 -72.1 -43.2 NEGATIVE PRESSURE (END ZONE 5) -85.3 -51.2 -79.5 -47.7 -72.1 -43.2 ... . ... LIGHT GREY AREAS ARE ALLOWABLE STI MESS 6ESIGIN PRcSSJJVEV ... . . . . ... . . ARIAS RESIDENCE 431 NE 94TH ST. MIAMI SHORES, FL 33138 10/7/2019 217476 WL1� 1 94 110 72 65.0 68.25 PSF 40.4 -47.2 PSF 10, 24" O.0 ANGLED 3/8" 316 SS Carriage Bolt w/ Dropin - TOP Buckle & Strap 1/2" 316 SS Eyebolt w/ Dropin - BOTTOM 2 50 92 32 65.0 68.25 PSF 27.6 -33.1 PSF 6' 24" O.0 HORIZONTAL 3/8" 316 SS Carriage Bolt w/ Dropin Buckle & Strap BOTH SIDES 3 100 130 91 65.0 68.25 PSF 40.4 -47.2 PSF 10, 24" O.0 HORIZONTAL 3/8" 316 SS Carriage Bolt w/ Dropin Buckle & Strap BOTH SIDES 4 50 92 32 65.0 68.25 PSF 27.6 -33.1 PSF 6' 24" O.0 HORIZONTAL 3/8" 316 SS Carriage Bolt w/ Dropin Buckle & Strap BOTH SIDES 5 50 92 32 65.0 68.25 PSF 27.6 -33.1 PSF 6' 24" O.0 HORIZONTAL 3/8" 316 SS Carriage Bolt w/ DropinBuckle & Strap BOTH SIDES 6 82 100 57 65.0 68.25 PSF 40.4 -47.2 PSF 10, 24" O.0 ANGLED 3/8" 316 SS Carriage Bolt w/ Dropin - TOP Buckle & Strap 1/2" 316 SS Eyebolt w/ Dropin - BOTTOM Shutter Schedule • • • • • • • • • • • • • •• • • • • ••• • •• ••• •• • • • •• •• ••• • ••• • ••• • • • • • • • • • • • Armo•Sc4m.po�.: • • • • • 2744 r glsb:fb Rbld • • • • • • • West Palm Beach, FL 3340% • • • • • Page 1 of 1 1/2/2019 Florida Building Code Online BCIS Home Log In I User Registratlon Hot Topics Submit Surcharge Stats & Facts I Publications Contact Us BCIS Site Map Links Search Florida Y Product Approval I �y USER: Publk User v Product Agoroval Menu > Product or ARolicatlon Search > Apnllcation List > Application Detail FL # DApprovedd Application Type Code Version Application Status Comments Archived Product Manufacturer rmor ScreDCorp.Address/Phone/Email 2744 HillsbWest Palm (561) 841-• • • •••••• dougt@arm• • • • + • • s • 000* Authorized Signature Douglas Turner 0 0 • • • • • • • dougt@armorscreen.com • • • • • • • • • •' • •••• • ••••• Technical Representative •••••• • • • ••• • • • • • • • • Address/Phone/Email •• •• • • • • • • • • • • • Quality Assurance Representative • ; • • • • • : • Address/Phone/Email : • •. ' • • Category Impact Protective Systems 0 • • 0 Subcategory Removable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1 1 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Theodore Berman, P.E. PE-09814 National Accreditation and Management Institute 12/31/2019 Simon Segal, P.E. I ' Validation Checklist - Hardcopy Received FL812 R8 COI Certification of Independence. SS. p�df Referenced Standard and Year (of Standard) Standard ASTM E 1996 ASTM E 1886 ASTM E 330 TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Sections from the Code Year 2005 2005 2002 1994 1994 1994 https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtpLMWt941 Rx8J%2fK5Q2CMu17zUUcfLOZsO%3d 1/2 t 1 /2/2019 Florida Building Code Online ✓i I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes, No i , N/A Product Approval Method Method 1 Option D Date Submitted 12/05/2017 Date Validated 12/05/2017 Date Pending FBC Approval Date Approved 12/10j_Z0].7- FL # Model, Number or Name Description 2.1 Armor Screen Series 2000 Flexible Wind Abatement / Impact Protection System Limits of Use Installation Instructions Approved for use in HVHZ: No 2000.�f •Impact Approved for use outside HVHZ: Yes Resistant: Yes Verified By: Theodore Berman, F"E•. No? 09814Design Pressure: +130/-130 Created by I(dependent Third partiOther: This system Is not for use in the high velocity hurricane Evaluation Reports •••••• zone (H.V.H.Z.). Glass separation Is required for Installations FL812 R8 AE Evaluation Re . T n... within wind zone 4 and on essential facilities. The un-breached Created by Independent ThirdPar y: s envelope criterion is met since the system is considered 'non- •••• orous'and remains Intact under impact and air pressure • • • • • • I ding. The system is to enclose the protected opening all • • •aro d. • • • • • • • • • • • • • • Back Next • •••••• • • Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Qlayllght 2007-2013 State of Florida.:: Privacy Statement :: Accesslbllity 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 mall to this entity. Instead, contact the office by phone or by traditional mall. 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 click here_, Product Approval Accepts: ® ® ® kheck Credit Card Safe https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQvADgtpLMWt941Rx8J%2fK5Q2CMul7zUUcfLOZsO%3d 2/2 Ted Berman and Associates, LLC Certificate of Authorization # 27502 April 23, 2015 Engineering Evaluation Report Report No.: TBA 15-0423.02 Prepared by: Theodore Berman, P.E. Florida Professional Engineer License No. 09814 Manufacturer: Armor Screen Corporation 0 2744 Hillsboro Road • • ...... • • • . ..•••• West Palm Beach, FL 33405 •• • •••• .• .... ...... Product Line: •••••• • •••• • • ..•••• .... . Armor Screen Series 2000 •••••• . .... • . . . :0: . .0000 .. .. 000 • • •••••• Product Description: • ...... A flexible wind abatement and impact protective system. • • •••• : •••••• . .. . • ..00 Code Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Building Code 51h Edition (2014) and as Per Rule 61G20-3. Supporting Documents: a) Fenestration Testing Laboratory, Inc., File No.: 03-346, Lab No.: 3783, Report No.:01 TAS 201, TAS 202, TAS 203 b) Hurricane Test Laboratory, Inc., File No.: 0139-0528-01 ASTM E330, TAS 202 925 41" St., Suite 104, Miami Beach, FL 33140 Phones: (305) 868-4707 Fax: (786) 206-6017 www.fIprod uctapproval.corn Ted Berman and Associates, LLC Certificate of Authorization # 27502 c) Hurricane Test Laboratory, Inc., File No.: 0139-0305-98 TAS 201 d) American Test Lab of South Florida, File No.: 0301.01-03 TAS 201 e) Installation Instructions, Armor Screen Series 2000, Verified by Theodore Berman, P.E. Limitations and Conditions of use: • Maximum allowable design pressure: +130/-130 psf • All supporting host structures shall support the superimposed loads indicated on Installattqrl.;. Instructions. ; • • * 0 0 0 : 0 0 . • • This product is for use outside of the High Velocity Hurricane ' • Zones (HVHZ). .... • The separation from glass is required only when system is installed within Wir i;p*le 4 ...... and . Essential Facilities. •... •••••. • This system is considered non -porous. "' • • • Product Data shall be in accordance with Installation Instructions, Armor Scrgef►�ies 20Q . • Product shall be installed into substrates shown on Installation Instructions the ���,�• nottoexceed spacing indicated. Anchor embedment shall be beyond wall dressing or stucco. ...�; Site conditions that deviate from the details on the Installation Instructions v✓ill inquire fdrther� • • .. . . .. analysis from a licensed Professional Engineer. ...... • All components that are permanently installed shall be protected from contamination and • corrosion. Quality Assurance: The manufacturer has demonstrated compliance of products in 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 (FBC Organization ID# QUA1789) Each product shall be labeled in accordance with the requirements of the quality assurance entity and shall indicate marking as indicated on Installation Instructions. 925 415' St., Suite 104, Miami Beach, FL 33140 Phones: (305) 868-4707 Fax: (786) 206-6017 www.flproductapproval. corn Ted Berman and Associates, LLC Certificate of Authorization # 27502 Certification of Independence: Please note that Theodore Berman, P.E., does not have nor will acquire a financial interest in any company manufacturing or distributing the 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 product(s). Respectfully, ®eeeua�o�rU ORE & C E IV `SeC`'9`�,,i�i • No 09814do ••� Ted Berman and Associates, LLC Certificate of Authorization No. 27502 3 . . .. . .... • ...... .... .. .... .... • ...... .... . ..... ...... . ... • . . . .. .. .. . ...... ...... , . • ...... ...... .. 0 • . .... 925 41" St., Suite 104, Miami Beach, FL 33140 Phones: (305) 868-4707 Fax: (786) 206-6017 www.flproductapproval.com ARMOR SCREEN INSTALLATION INSTRUCTIONS: Armor Screen Is a flexible wind abatement and Impact protection system utilizing a woven monofilament geotextile that fulfills the Florida Building Code 5th Edition (2014) requirement for opening protection. This system is for use outside the high velocity hurricane zone (HVHZ - Mlami-Dade & Broward Counties). For information on use of this system within the HVHZ, refer to Armor Screen's Miami -Dade Notice of Acceptance (NOA) available on the Miami -Dade Product Control website. Separation from glass is required only when system is installed within wind zone 4 and on essential facilities. Geosynthetic hurricane screen: The hurricane screen shall be produced from a polypropylene, woven monofilament geotextile fabric with individual filaments woven into a basket weave network and calendered such that the filaments retain dimensional stability relative to each other. The woven monofilament geotextile fabric shall have the following minimum average roll values: Grab Tensile Strength (ASTM D4632) 425 x 325 LBS Puncture Strength (ASTM D4833) 130 LBS Mullen Burst (ASTM D3786) 675 PSI Trapezoidal Tear (ASTM D4533) 150 x 125 LBS Wide Width Tensile Strength (ASTM D4595) 225 x 205 LBS/IN Wide Width Elongation (ASTM D4595) 22 x 21% Apparent Opening Size 30 US STD SIEVE. �eeo,a�5>is;tirtsaa��,8®� 'OORE Bic "�� G E N sF9�',�� ;' • No 09814 •�? -0 e Ap' STATE OF .'� #flip -till%% THEODORE BERMAN,P.E. NO.09914 04/23115 Percentage of Open Area 5% , • The pores in Armor Screen are small enough that the surface tension of water causes the barrier screen to become solid in th2 • • 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. • • • • • • Barrier can be mounted with opposing primary anchored perimeters in vertical, horizontal or any alignment appropriate to the, • • • • • structure being protected. • • • • Design loads calculated to ASCE 7-10 as required by the prevailing building code. ' • • • • • Product marking - a label shall be affixed to the barrier with the following statement: • • • • • • "Armor Screen Corporation, Florida Building Code Approved" • • • • • • ALL GEOSYNTHETIC HURRICANE SCREEN ASSEMBLY INSTALLATION DETAILS DEPICTED WITHIN THESE DRAWINGS ARE TYPICAL FOR THE INSTALLATION OF THIS WIND ABATEMENT AND IMPACT PROTECTION SYSTEM ONLY, ALL OTHER BUILDING COMPONENTS SHOWN HEREIN ARE DEPICTED AS EXISTING, AND NOT CONSTRUCTED BY THE SCREEN COMPANY. EXAMPLES OF TYPICAL INSTALLATIONS �HEDIRIZDNTAL Z W w� Co U)i ZaN W Z W (ix j W H �� O X•~p 4 <LLa4 F- 1b �* 0-• • W cn • U J J LO o vi r,- r E �N OO O (t7k U UlnMr` Co O •2co O > p O W N F LJ V a T 1 a Q O N L 00 (0 -p-w UCD U c Q o of 0 )i G— -o @ (9 m 0 C O 3 M � EmL D3 (D Q m N N -p U O H C m a�i 3 c d c a>i W X DAT�3S. SCALE: N.T.S.—{I SHEET: 1 of 9 Table 1 Anchor Spacing—-—, Anch Choices " Span 1' O/C 2' OI 1 * 2 * 3 * 4 In feet Design Pressure'* 918" open eye 3/8' bo 1/2" open eye 1/2" bolt 4' 130 6 X X X X 6' 130 65 46 X X X X ' X 6' 92.75 X X 8' 130 90 X 8' 130 65 X X 8' 115 58 X X X 8' 68.75 34 X X X X 10, 130 90 X 10' 130 65 X X 10, 94.75 47 X X X X 12' 130 90 X 12' 130 65 X X 12' 120 60 X X X 12' 69.75 35 X X X X 14' 130 80 X 14' 130 65 X X 14' 120 60 X X X 14' 64.75 32 X X X X 16' 130 75 X 16' 130 65 X X 16' 110 55 X X X 16' 60 34.25 X X X X 20' 58 29 X X 24' 48 24 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*: 3/8" thread, 1.75" penetration into SYP (0.55 sg) Column 2*: 3/8" thread, 3.1" penetration into SYP Column 3*: 1/2" thread, 3.0" penetration into SYP Column 4*: 1/2" thread, 3.7" penetration into SYP EARTH: * Specified earth anchor may be used with any of table choices. HOLLOW BLOCK: Column 1*, approved epoxy anchoring system for 3/8" & 1/2" thread. NOTE: ** Design pressure may be increased by 5% for negative loads TRACK SYSTEM: Table applies to track system, anchored with two 5/16" fasteners per cleat, as follows: into hollow block, min. 1 1/4" embed can be installed as in column 1* into concrete, min. 1 3/4" 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. ANCHOR SPECIFICATION: Part numbers: 3/8" Lag Anchor (AS9038S) 1/2" Lag Anchor (AS9012S) Drop -in Anchor: 3/8" Steel Drop -in anchor in 3000 PSI (min.) concrete, 1 5/8" min. embedment (H3038S) 1/2" Steel Drop -in Anchor in 3000 PSI (min.) concrete, 2" min. Earth Anchor: Propnetary System: Stabilized 1/2" x 30" shaft with 4" helix Working load 3150 LBS. (E7912P) Soil Class: 5 (medium dense coarse sand) Epoxy Anchor: Equal to Red Head umbrella inserts and screens with C7 adhesive. • tfi • •' �� �. No 09814 X s 10 m © STATE OF ; <u O THEODORE BERMAN,P.E. NO, D9914 DI/23115 5 c 111 E Q U) N IZON ow� c LL D: J € • ••• t..1 W V �•I •• • �b �••i�/U1��m •••••• 07006•=Ed•01 •••i•• �Zid• Qgo amc�y Q •••• • • F' A �• (D •e • 3 S 0009 • • • • • • • • N • •• •• • • w • • • • • •••••• • • • 000 • • •969 • • • •000 •••• U J J Np of ti E -.- o 0 U C U) M h Co > O •2 co 0 viNU_ a Q CL o CD.c m -0 t U CD U (>3 Q 0 Im Q CU0 S EC') L f0 �< 0) `� Q m N a)_0 U °) O H G >. 'yC m N 3 C N c .> wOf DATE: 04/23/15 SCALE: N.T.S. SHEET: 2 of 9 0 O 0 CONCRETE FOOTING TRUSS GUSSET PLATE w ir cc m Z U if W ►J m LL1 w ui co TYPICAL ONE STORY INSTALLATION CONCRETE FOOTING- z �a 3/8" or 1/2" SEE: TABLE 1 1� ALTERNATE ANCHORING LAG, TURNED EYE OR PLAIN LDT TRACK REMOVEABLE LAG (AS3012S,AS9038S) INSTALLED VERTICAL ONLY INTO THE TRUSS MEMBER WITH 3/4" MIN. EDGE DISTANCE. 3/8" or 1/2" DROP -IN ANCHORS SEE SHEET 1 ANCHOR SPECS. FTV'16'�11V01U aeeo�tiyns�I'saaF�,,9s O00 ' • No 08894 .•9Z • s p. O F STATE <v A 44'#filleleet%% THEODORE BERMAN,P.E. NO.09814 04/23115 p z w E H W $ m U) y � zLLJ Q c l� ••/ • • • • • U) Wt w uwl 2.6 -, g U H d 4 •••••• LU 0 m ••• QjL a� N �•• •••••• VI4, 0• • • • • • • ~ *00 •••••• w - • • • 0. • • • • •••• U —J J N0 clLOo E (D (V 0 O cu It ' U Uc MI,- ns 0•2 m 0 >O 3/8:DROPIN D vj x L n EY J .N Q o m = Do CO •0 and y w � 5wAN- cu Q C� miyaSE c o •— M a(OR co a> t m C U Q CO N �U rn N F— I IIq CONCRETE SLAB X— (4" MIN. THICKNESS) (3000 PSI Min.) ALTERNATE ASSEMBLY INSTALLATION AT EXTERIOR SLAB m a: w a_ I DATE: 04/23/15 1 SCALE: N.T.S. SHEET: 3 of 9 STORM BAR S AN 4' 5' 6' 8' 9' 9" AX. PSF 135 86 60 135 60 EFLECTION 5.5" 6.1" 6.7" 8.5" 16" SYP2"X6" X X X ALUM.TUBE 2" x 6" x 1 /8" X SYP4"X8" X - DEFLECTION: ACHEIVED BY ONE OR MORE STORM BARS AND MAY BE INCREASED WITH BLOCKING - ALUM. TUBE TO BE TYPE 6061-T6 - ANCHOR ENDS WITH 5/16" X 1-1/2" TAPCON �Tm"BJECT N. OR WITH ALUM. MTD BRACKET AND O 1/4" X ONE 1/2" TAPCON TO RATIONAL ANALYSIS O 0 0 CONCRETE FOOTING— 1 I 3/8.OR 1/2" ' STORM BAR DROP -IN ANCHORSCONFIGURATION )0 SEE TABLE 1 l i INTD EARTH ALTERNATE ASSEMBLY INSTALLATID / REMOVABLE EYE e CC NLu w Of m W z U Of w J m X w J LL z Lu W w U U) Qf 0 2 a o`e0,t1,5iSc5l3Q3F f�®� �oo E N e�9��0qv " 0. No 09814 • 4 STATE OF :4U Z P THEODORE BERMAN.P.E. NO. 09814 04/23/15 I• ALTERNATE • • • ANCHOR •••••• POINTS • •••••• •••• • • •••• •••••• • • •• •• ••••.• • • • • •. • PORCH INSTALLATION O PAVER C C /ERINSTALL fH STABILIZER WITH STABILIZER 180 SO. IN EARTH ANCHOR, 4" DIAM. HELIX N HORIZONTALLY STABILIZED 24' O.C. SEE: TABLE 1 P_ z w E IL W $ ca W a � o y c m tz O w ' 1=•••••• w°L`° • U��yy g. �$� V1 • • "a � m •• •• u O v R • a : yf • • (qys •.• V'. • • • •00 • •• w• • U) . • •000 ••. • .• 00 ••• • •• • • • U J �o _ E N MIt 5 � v UL_CO l'_ m O •�M O O O V)NLL-' a T I d Q O N L DO CO -0 L � U O U C Q O N ^ -=O (>3 w Ur m O O c o E Cl E NL D7 Ear a0 `_- LO m N N _0U rn Q) F- �m c d c a>i W K DATE: 04/23/15 SCALE: N.T.S. SHEET: 4 of 9 eeo��,yafs+isua,F�g®s OR EXISTING WD ROOF TRUSSES 1 (�� . 9 �j AT 24' O.C. �� v •" �(i E A/ Si A b TRUSS GUSSET PLATE No 09814 ,2 s• i m .' :• cc d •,��'t"� u''7 S oiaolaaee��o W THEODORE BERMAN,P.E. NO. M14 04/23/15 � LV d W W 4 w w E W V Go Q } N d) cc ZZW Z O N c `c.') Cj C � � U•{ • W ° � 10 m • • �lil, U m cl u = W J L1J 0 oc �i'D N k' ab' 2 z¢ ••••• LL•• Q tug •••• •o Q FOR ANCHOR INSTAL ION '.••.' ;�'�' �.• " Q MAINTAIN AT LEAST, W • EDGE DISTANCE AND FULL • 000, Q CAPACITY SPACING FROM HANDRAIL ANCHORS • BALCONY SCREEN • • . . • ... ALTERNATE •""• ASSEMBLY 3000 PSI CONCRETE INSTALLATION J o STRUCTURAL MEMBER � � o N (6 J O X (n N LL 't a Q •C T 1 d N L R 0 U TO 2 0 co U cu Q (D CO c, O O C O 3 E �C N Lo � m�N -p U F— (D 1 CONCRETE j - v i FOOTING y*i.K ` - gym t a r c w a ' W w • X�X� CLOSED ON SIDES AND III 1 :• 1-III—b BOTTOM DATE: 04/23/15 IIB —II o � =III —.II n Ii—u TI=1i%I. ANCHORED AT LOWER CORNERS =L—L�-f i•=�— I —Ti=l I —I =R�i_fR=IIIPIN SCALE: N.T.S. WINDOW SCREEN SHEET:5 of 9 oz A SIDE VIEW 0 n. U \SEAM Z U " ,QUAD FLAT FELLED w a Pq TTFF GEO SYNTHETIC POLYPRO o THREAD # 138 (7) PLACES AT TOP AND BOTTOM OF ��a } FABRIC SHEET WF J 2oO 1- (L >- q U WEAVE NOT SHOWN FOR z 3 � CLAIRITY OF STRAP o, = CONFIGURATION ~ N Z W _ Y Z 2 vl J-O J rl W W I L3 3f WEBBING LOOP FOR EVE ATTACHMENT,WELLINGTON SYNTHETIC FIBER STRAP (PRODUCT NO, M-170H).TO BE SEWN INTO GEOSYNTHETIC FIBER MATERIALIMay incorporate snap hook or D-ring; Part No.s AS-5214, M H5100, AS9138, ? AS9112.1 TOP W AVE IN GEOSYNTHETIC _ ? MATERIAL TOP STRAP DETAIL FINISH GR EARTH ANCHOR, SEE ANCHOR SPECIFICATIONS ON SHEET 2 OF 9, SOIL SHALL BE MIN. CLASS 5 (MEDIUM DENSE COURSE SAND). oea0,l5if5i6pS��,B®' ,OORE a NO 09814STATE OF 111111f0'Al THEODORE BERMAN,P.E. NO.ON14 04123115 ••••e• • WEAVE NOT SHOWN FIM •••e CLARITY OF STRAP sees CONFIGURATION • • sees ••s••• WELLINGTON SYNTHETIC FIBER STRAP •• •• PRODUCT NO. M-170H (OR APPROVED EQUAL) TO BE SEWN �••�•� INTO GEOSYNTHETIC FIBER MATERIAL • • BUCKLE W/ STRAP AND TRIGLIDE • • • SEE SECTION "J/6 OF 7" • • • BOTTOM STRAP DETAIL CAT EARTH ANCHOR) 9 VWQ'' -WEAVE NOT SHOWN FOR CLARITY AND STRAP ?� CONFIGUWION CONC EXTERIOR SLAB WELLINGTON SYNTHETIC FIBER STRAP PRODUCT NO. M-170H (OR APPROVED EQUAL) TO BE SEWN INTO GEOSYNTHETIC FIBER MATERIAL 1/2' OR 3/8' RAVL DROP -IN ANCHORS SEE ANCHOR SPECS. ON SHEET 2 �• ' �- BUCKLE W/ TRIGLIDE, SEE SECTION "J/6 OF 7" BOTTOM STRAP DETAIL CAT ANCHORAGE INT❑ CONCRETE) --w—_SUPER CONTOURED MODEL BUCKLE BY NEXUS P: Z w E Fw WDO $ Cn W 0 co c wZZ Z�oLL o 3°. W2Leq ��• • o Of cow �' CO CO • of61. a= _ 0-1 mga`0m• N Q LL Q > > • • •w_ •3• • • K *eD 09:0 • ow • • • • • • sees• sees•• sees U J _I p vi o E N O O c0 �t •� ct U O•� CO CO O > cu cn N J d LL T 0 O Q O a) t 00 (0 -0 -.E V 00 c0QUr mj p Com:3EM E U a),-_ Q m N N N G >. -m wv wx DATE: 04/23/15 SCALE: N.T.S. SHEET: 6 of 9 Z(n a 3/8' STEEL LAG LAG THREAD TURNE� ;loe�9�sil505��,� ;�� Q0RE B 'i�j xu aJ �F rn �Nw EYE BOLT 1 3/4' MIN EMBED. `,��'!`�.•`•f�ENS�9��i� •►��� �, .• ,9 �., �• ,ao - - — e` •,•2 0 No 09814 a' p 17ALTERNATE gap U_ ::v• :.. L (raw HO W= 3/8' DIAM d r •i ©.• STATE OF .•CC/ IZI �!/`� F ¢ H } DR❑P-IN ANCHOR GE❑ SYNTHETIC HURRICAN • .C` P .•� dSi •: 1�,.•'��� NMoM Zo SCREEN R •eeee°``',� W WHQ 1a9V ALTERNATE ''sea "'" z' J L7 TOP STRAP DETAIL W K 3 a FOR OPENING 10 FEET OR LESS THEODORE BERMAN.P.E. NO.09814 04a3/15 ALTERNATE CORNER DETAIL N.T.S. ADJACENT SCREENS T 3' _T SCREEN THREAD NOT SHOWN I- (NTS) ( FOR CLARITY Nrs) (NTS) STRAP DETAIL BUCKLE W/ STRAP AND TRIGLIDE SEE SECTION 'J/6 OF 7' NOTE: SCREENS MAYBE GROMMETED. (NTHETIC FIBER STRAP -170H EQUAL) TO BE SEWN IETIC FIBER MATERIAL (1 Anchor Overlap) TRACK DETAIL INSIDE MOUNT I I • I I I I I I I I WALL MOUNT INSIDE MOUNT FLOOR TYPICAL ADIACNT SCREENS ARE• • • • OVERLAPPED " ANCHOR SPAGIW •••• •••••• •• •• •••••• • • CEILING • F Z w E Q C d c W p WZ ��U wwuE W.2 N - In c 2 (� • Q LL m9a--0 c C N J Q I- ODA • • (n � � • aU s-• •:•• • N • �j1+7� •••• • • •••• •••••• •• •••• U J JO O r- `- E (0�•jd' U Uo(/)cil� O.2 C) O U) N J a LL Q O Cl) 00 CO L w U (D U C O N OD O co N E M a L 16 (O w E U 2 N 4= Q m N N _0U0) 0) F- C �. 'C m wX DATE: 04/23/15 SCALE: N.T.S. SHEET: 7 of 9 .062 R TYP 400 0125 I f-- --\ 4 5• ,375 DIA TYP 2 1,530 �f 0.350 FULL R TYP 2 1,030 — 3.750 BRACKET (PART # AST-1100) ALUMINUM ALLOY 6005-T5 �- 0,750 —e f— 1,500 i D-RING CARRIERS (AS-5214) n SPRING CLIPS (H-5100) 3/8" KEYHOLE CLIPS (AS9138) 1/2" KEYHOLE CLIPS (AS9112y 5/16" TAPCONS (FT1556) 3/8" TAPCONS (FT1538) 1/2" TAPCONS (FT1512) CARRIAGE BOLT 1/2" LAG ANCHOR (AS9112S) 1/2" CARRIAGE BOLT m �i�wuuuun .250 R TYP 2 1.110 '125 R TYP 2 0.750 3.750 4��,2�.•��G E N SF99 ��d y No 08814 ? .a. STATE OF ;'fie •. �� O R I D P .; `L`• THEODORE BERMAN,P.E. NO. 09814 04/23/15 1,000 —1 0.375 1,444 0.250 01 -'l 280 FULL 0.7504 TYP 2 �-- 1.000 —4 .� .047 R -T-YAP 4(m) I 0.571 0.094 "I" TRACK (PART # AS-1000) ALUMINUM ALLOY 6005-T5 z w E Fw- w Do cn $ �m WON w30 w�u �mw OWW gym •• N= a=E 27 •0mrn a QNa•• LL Q F �• �• b Q •41 �i • • cFcqq •(n _ 1L• • w if 04 •w • • • ••• A• • • • ••• • U J J04 o r- 0 (n _N N E (p tt •3 CD U Ucfn(j� m 6.2 M O > (n N J LL ca. Qo ms°o m U U DO CZ Q o af)) G •o C o 5 E COCL E L)N L 07 Q N= < Co a) N O I— F -m CD W� DATE: 04/23/15 SCALE: N.T.S. SHEET: 8 of 9 eoet9�sstsuaF�d® ,DOB g J# O a No 09814 a -a :ccz S TA T E OF � Ile ���aer�seeeoeeeo THEODORE BERMAN,P.E. NO. ON14 04/23115 z w w 2 E D10 � z>< C,(0 C -aM • Z. LL W Me • W o J wc� USm• • • �• W ui m • .�.' ��. •� 9 �. • •o • .•••.• .. .. .... U J J o ��� N Q; O O (B � d U Uc(nM� > O •c 2 O Lo N J d' O_ a0 `tom ZJ = 9 U � U C Q O d ^ '0 C O m M d M � 16 U_ L) W= a m N N -a U rn H Notes: 1. Span is measured anchor to anchor. o'C m w 3 C N C N W X DATE: 04/23/15 SCALE: N.T.S. SHEET: 9 of 9 SCREEN LOADING ON STRUCTURE (PER LINEAR FOOT) DESIGN LOAD (PSF) 30 40 50 60 70 90 110 130 4 180 217 246 276 284 332 358 401 5 224 275 312 342 35 416 447 500 6 268 327 372 408 426 500 536 9"99' 7 311 380 480 503 579 625 7"04:8 355 438 E437 546 574 663 715 SQ..9 399 491 617 644 747 804 01•• 0 447 543 625 683 15 832 893 1 11 491 602 683 749 86 910 982 1�0�• 12 535 654 743 821 857 994 1072 1 03 13 579 712 808 887 928 1079 1155 130,E cn 14 622 760 868 959 999 1165 1244 1401 ,z 15 666 818 928 1025 1070 1241 1333 1506 � 16 715 870 994 1091 1141 1325 1423 1604 � 17 75$ 923 1054 1162 1212 1410 1512 1703 18 802 981 1114 1228 1283 1494 1601 1802 19 846 1034 11$0 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