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WS-07-754Permit Number: WS -4 -07 -754 Invoice Number: WS -4 -07 -28166 Applicant: PATRICK LONGMAN Company Name: Owner Address: 1499 NE 104 ST MIAMI, FL 33138 -2663 Job Address: 1499 104 Street NE Miami Shores Village, FL Date Friday, April 20, 2007 04/20/2007 Check Payment Type Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Check Number 2686 Amount $124.15 Change $0.00 Total Payment: $124.15 Page 1 of 1 Project Address 1499 NE 104 Street Miami Shores Village, FL Owner Information PATRICK LONGMAN Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number 1122320320110 Block: Lot: Permit Address 1499 NE 104 ST MIAMI FL 33138 -2663 Contractor(s) ALL STORM BUSTERS LLC Phone CeII Phone (954)867 -9000 Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.80 $0.60 $110.00 $9.00 $2.75 $124.15 Issue Date: 4/19/2007 Phone (305)677 -3046 Type of Work: HURRICANE PROTECTION No of Openings: 1 Additional Info: Classification: Residential Total I Amt Paid I Amt Due $ 0.00 $ 0.00 Payment Type: $ 0.00 CK sb 2 ® PAID Permit NO. WS -4 -07 -754 Permit Type: Windows /Shutters Work Classification: Shutters Permit Status: APPROVED Valuation: Total Sq Feet: Expiration: 10/16/2007 Applicant PATRICK LONGMAN Available Inspections: Cell $ 2,643.00 0 Shutter Attachment Shutter Final Inspection Type: 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: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated Author Signature: Owner / Applicant / Contractor / Agent Building Department Copy Thursday, April 19, 2007 April 19, 2007 Date 1 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Is Building Historically Designated YES NO Contractor's Company Name k 5 D 1. laCG1 S ! LLC- Contractor's Address lib I 'f3 ST R 26 f M Architect /Engineer's Name (if applicable) /JA. Value of Work For this Permit $ L (04 Type of Work: ['Addition Describe Work: Miami Shores Village 0419 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ['Alteration SLY /04 CEMED R k1 zua1 Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) il(k L ov∎t Phone # 1)s- l0 `V Owner's Address -� _�-� `-1 } - `04 City NW& %AttliV:J State r � � .. 1 Tenant/Lessee Name Phone # e 0 + Job Address (where the work is being done)Q City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # City ► OWi p ( NIttlt State ft Zip 1) )66 Qu lifier Name l 1\11\\ Phone # State Certificate or Registration No. Certificate of Competency No. Square / Linear Footage Of Work: l 43 Zip n'13g Phone # Permit No. WS / 1 - 1 5+ aster Permit No. Phone # Ct54_0'_9000 ❑ Repair/Replace ❑ Demolition ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *F e ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ //b CCF $ 1.8O CO /CC Notary $ Training/Education Fee $ t (ACS Technology Fee $ 2. Scanning $ G I ' Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Q, Structural Review. $ Total Fee Now Due $ 1241 IS PR 0 PAID See Reverse side — Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by , day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning NOTARY PUBLIC: My Commission Expires: BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Qualifier V.%) 11A,‘- If $ Value of Work For this Permit a G ' . Miami Shores Village Building Department Total Fee Now Due $ (Continued on opposite side) 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305 795.2204 Fax: (305) 756.8972 Permit No. \\\ 1S 4 er Permit No. M4r'ti 7 CIS® ?Mas \.D Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple i older) Z' 4 \ Z. Phone # Owner's Address \ \Atli N \M S� City \•■ lah® 9 E oA-T,5 State \ Vt. \Ab Zip 33 \2 `B Tenant/Lessee Name Phone# OS - 69 ( Job Address (where the work is being done) \\ ' \`•->'■ \.4 SS City Miami Shores Village County Miami -Dade Zip '? 3 tg Is Building Historically Designat YES NO ?'( Contractor's Company Name MN- S c \-\ k LL C Phone # A S S 4 - '667 - Contractor's Address '-i °\ l'W 3 ST 2(o=2.okt City N<:›\-4 i50-)°° 's 1 M C. State Vie. Zip 33. Architect/Engineer's Name (if applicable) A/ X4 Phone # Square Footage Of Work: Type of Work: ['Addition O Alteration ENew ❑ Repair/Replace ❑ Demolition Describe Work: . `t K`2\\1Q\"Z_ S�c '2se - S \ \ 3 Nvs S \-0006;C - \A. vort∎C /NIl 4\C.Q�ez1ToN *** ** * ** * ** * * ** * * ** * * * * * * *** F ees * * *** * * * * * **** * * ** *** ** **** *** Submittal Fee $ Permit Fee $ CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs en (7) days after the building permit is issued In the absence of such posted notice, the inspection will no e approved and r inspection fee will be charged Signature Chc 10/14/03 Owner or A ent The foregoing instrument was acknowledged before me this /S day of Pkftee F , 20 by 1"7'" who is personally known to me or who has produced ieh7RI4L Pflr/CIf ttre#4C. -As identification and who did take an oath. NOTARY PUB Sign: j Print: My Commission Expires: ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: '''''''' ihdOWARY PUBLIC: LLAMARD LONGMAN Comm# DD0308254 Expires 7/17/2008 Bonded thru 800 324254 F!nrida Notary Assn., Inc maoa.cou®scueu''''' 'a•eeouee. Signature Contractor The foregoing instrument was acknowledged before me this day of •(LO *1 4 07 x44002 , by ) 1 -4a.11 who is personally known to me or who has produced as identification and who did take an oath. Sign: Print: ires: A. COLLINS 15M Embus 8/13/2008 gad tlau (800)432 -4254 * * * 'lel'Slletkit `ry n', Inc „•n fNflnn'vvvvv''''''aovova vvv u v My Commission E Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. h 2232 — CAZ STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: \ti''3 \J votk S1 lAkRMt S `N 333137 2. Description of improvement: "Armor Screen Series 2000" Flexible Wind Abatement System - Hurricane Protection 1414 N /04 1 3. Owner(s) name and address Interest in property: Res r /1, / Name and address of fee simple titleholder. � i V'VCA CAA 1_oN G-H bt-) 4. Contractor's name and address: ALL STORM BUSTERS, LLC 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this N• 1 e of Commencement: (the expiration date is 1 year from the date of recording unless a differ Jate� : s • /'fi Signature of Own Print Owner's Name 123.01 -52 PAGE 4 8/02 Prepared b Sworn to and subscribed be e me day of , 6/Uad7 , 20 0 Address: Patti etc_ 49. ,(71,94, Notary Public Print Notary's N = 4 ," My commissio expires: 7 /f /C /4/ \`∎ s \ \3` 2101 NW 33rd St #2600A I 0 ✓Yt lOc ylo u....... EDWARD LONGMAN Comm# DD0308254 Expires 7f1712008 Bonded thru (800)432-425 F1 : Rotary Assn.. Inc 1111111 11111 11111 11111 11111 11111 11111 1111 1111 CFN 2007R023 34-17 a' OR Bk 25423 F'9 4454; (1A9) RECORDED 03/07/2007 14 :32 :52 HARVEY RUV'IHr CLERK OF COURT MIAMI -DADE COUHTYv FLORIDA LAST PAGE - E3ect4 ) F1 c. 33000q �.1 �, VIMI%�7 ' 3Dto'i • ••• • • • .•. • •• • • '•'• • • • • • • • • ••• • • • • • • .•. • • ••• • • • • ••• • • .. • • • • • • • • • • • • • • • ••• • • • • • • • • • .. 0•• •• , STATE AND COUNTY RULES AND REGULATIONS 0 3 o3 c.) MUST ';.E iN T TIME OF E T1 PARTIALLY ENCLOSED BUILDING GCpi= +0.55 < =10 SF 10 SF = > < =20 SF 20 SF = > < =50 SF POSITIVE PRESSURE ( ZONE 4 +5) 53.5 51.2 48.8 NEGATIVE PRESSURE (INTERIOR ZONE 4) -62.0 -60.1 -56.4 NEGATIVE PRESSURE (END ZONE 5) -73.3 -68.2 -62.7 ENCLOSED BUILDING GCpi= ±0.18 < =10 SF 10 SF = > < =20 SF 20 SF = > < =50 0F. POSITIVE PRESSURE (ZONE 4 +5) 40.7 38.5 . 36.0 •• • NEGATIVE PRESSURE (INTERIOR ZONE 4) - 48.1 - 46.2 -42.5 • • NEGATIVE PRESSURE (END ZONE 5) -59.4 -54.3 -48.8 • •..• BASIC WIND SPEED(MPH) 146 EXPOSURE C IMPORTANCE FACTOR 1.00 MEAN ROOF HEIGHT 12 TOP OF WINDOW OR SHUTTER HEIGHT 8 WIND DIRECTIONALITY FACTOR (Kd) 0.85 a ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7 PER SECTION 1609 OF THE 2004 FLORIDA BUILDING CODE ROOF PITCH IS GREATER THAN 2712" OR >= 10 DEGREES PROJECT NAME: ADDRESS CITY /STATE CLADDING TYPE: Patrick Longman 1499 NE 104 Street Miami Shores, Fl 33138 ARMOR SCREEN COMPONENTS AND CLADDING OF WALLS AR SCRE N � Hur ricane Protection! • • • • • •• • • ••. • • 1• ••. • • • •••• •••• • •.. • • •. • •• . • •. •• • • .••• • • • •••• • • ••• • • • •. PARTIALLY ENCLOSED BUILDING GCp1= +0.55 50 SF = >< SF 100 SF < =200 SF 200 SF = >< =500 SF =100 POSITIVE PRESSURE ( ZONE 4 +5) 47.1 45.9 43.1 NEGATIVE PRESSURE (INTERIOR ZONE 4) -55.0 -53.7 -50.7 NEGATIVE PRESSURE (END ZONE 5) -61.1 -55.6 -50.7 ENCLOSED BUILDING GCpi= +0.18 50 SF = >< =100 SF 100 SF=>< =200 SF 200 SF= > <= 500 POSITIVE PRESSURE (ZONE 4 +5) 34.3 33.1 .••- 30.4 •• • NEGATIVE PRESSURE (INTERIOR ZONE 4) -41.1 -39.8 •••• -36.8 : • NEGATIVE NEGATIVE PRESSURE (END ZONE 5) - 47.2 -41.7 . -36.8 BASIC WIND SPEED(MPH) 146 EXPOSURE C IMPORTANCE FACTOR 1.00 MEAN ROOF HEIGHT 12 TOP OF WINDOW OR SHUTTER HEIGHT 8 WIND DIRECTIONALITY FACTOR (Kd) 0.85 1 ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7 PER SECTION 1609 OF THE 2004 FLORIDA BUILDING CODE ROOF PITCH IS GREATER THAN 2912" OR >= 10 DEGREES PROJECT NAME: ADDRESS CITY /STATE CLADDING TYPE: Patrick Longman 1499 NE 104 Street Miami Shores, Fl 33138 ARMOR SCREEN COMPONENTS AND CLADDING OF WALLS AR SCRE Prot ion: ...• • • • • •• • • 1• •• '. • • ••• • • • •. • • • • •• • • • • • • .•• • • • • • • • • • • • • • • • • • • • • • • USE ONLY FOR 0 TO 50 SF BASIC WIND SPEED 146 EXPOSURE B or C C IMPORTANCE FACTOR 1.0 or 1.15 1.00 MEAN ROOF HEIGHT 12 HEIGHT OF TOP OF WINDOW OR SHUTTER 8 WIND DIRECTIONALITY FACTOR (Kd) 0.86 €3U {LDINv < = 60 ' J4) R It F_A LE =10 DEG S ( BUILDING TYPE AREA <= 10 SF POSITIVE PRESSURE END & INTERIOR ZONES 4,5 NEGATIVE PRESSURE INTERIOR ZONE 4 NEGATIVE END ZONE PRESSURE 5 ENCLOSED 40.7 - 48.1 -59.4 PARTIALLY ENCLOSED 53.5 -62.0 -73.3 BUILDING TYPE AREA 10SF =>< =20SF POSmVE PRESSURE END & INTERIOR ZONES 4,5 NEGATIVE PRESSURE INTERIOR ZONE 4 NEGATIVE PRESSURE END ZONE 5 ENCLOSED 38.5 -46.2 -54.3 PARTIALLY ENCLOSED 51.2 - 60.1 -68.2 BUILDING TYPE AREA 20SF= ><=50SF POSITIVE PRESSURE END & INTERIOR ZONES 4,5 NEGATIVE PRESSURE INTERIOR ZONE 4 NEGATIVE PRESSURE END ZONE 5 ENCLOSED 36.0 -42.5 -48.8 PARTIALLY ENCLOSED 48.8 -56.4 -62.7 ) E31 13 1iLOI tAi 1 = ANTE RC3p)?A)i '° I= =1(t I)E R EES.( .2112 PIT ..... ; - BUILDING TYPE AREA < =10 SF POSITIVE PRESSURE END & INTERIOR ZONES 4,5 NEGATIVE PRESSURE NEGATIVE PRESSURE INTERIOR ZONE 4 END ZONE 5 ENCLOSED 37.3 -44.0 -54.1 PARTIALLY ENCLOSED 50.0 - 57.9 -68.0 BUILDING TYPE AREA 10SF = > < =20SF POSITIVE PRESSURE END & INTERIOR ZONES 4,5 NEGATIVE PRESSURE INTERIOR ZONE 4 NEGATIVE PRESSURE END ZONE 5 ENCLOSED 35.3 - 42.3 -49.6 PARTIALLY ENCLOSED 48.0 -56.2 -63.5 BUILDING TYPE AREA 20SF= >< =50SF POSITIVE PRESSURE END & INTERIOR ZONES 4,5 NEGATIVE PRESSURE INTERIOR ZONE 4 NEGATIVE PRESSURE END ZONE 5 ENCLOSED 33.0 -38.9 -44.6 PARTIALLY ENCLOSED 45.8 -52.8 -58.5 DESIGN LOADS PER ASCE 7 IF ANY TYPE BUILDING EXCEEDS 60' IN HEIGHT, ALL VALUES ARE THE SAME REGARDLESS OF ROOF ANGLE OR PITCH ROOF PITCH >= 2112 ANGLE >= 10 DEGREES MRH = MEAN ROOF HEIGHT ROOF PITCH <= 2112 ANGLE < =10 DEGREES a/ \a a= 10 PERCENT OFT HORIZONTAL DJfENSION OR 0.4H,V011el IS SMAtLLR 11 i • BF' p f Lh THAN EITIiEi2a % OF LEAST • • HORIZONTAL DIMENSMit 3 FEET. • • • • • • • ••• • • •• lo TI • • • •� • • •••• ."AR • SCRE ••• • �• MRH • • • •• • ••• • • ••• • • • • • Jiu rica.ue Protectiou! Licensed by Robinsnest Software, sole owner of this software product • • • • •• • USE La FOR 50 TO 500 SF SPEED 1 C EXPOS RE or C IMPORTANCE FACTOR 1.0 or 1.15 1.00 MEAN ROOF HEIGHT 12 HEIGHT OF TOP OF WINDOW OR SHUTTER 8 WIND DIRECTIONALITY FACTOR 0.85 BUILDING *c ', 11LLAt+ ROOF ANG E > 10 DEGR 5 {. 12 PI CH) BUILDING TYPE AREA SO SF>=<100 SF POSITIVE PRESSURE END & INTERIOR ZONES 4,5 NEGATIVE PRESSURE INTERIOR ZONE 4 NEGATIVE PRESSURE END ZONE 5 ENCLOSED 34.3 - 41.1 -47.2 PARTIALLY ENCLOSED 47. -55.0 -61.1 BUILDING TYPE AREA 100SF=x =200SF POSITIVE PRESSURE END & INTERIOR ZONES 4,5 NEGATIVE PRESSURE INTERIOR ZONE 4 NEGATIVE PRESSURE END ZONE 5 ENCLOSED 33.1 -39.8 -41.7 PARTIALLY ENCLOSED 45.9 -53.7 -55.6 BUILDING TYPE AREA 200SF SGOSF POSITIVE PRESSURE END & INTERIOR ZONES 4,5 NEGATIVE PRESSURE INTERIOR ZONE 4 NEGATIVE PRESSURE END ZONE 5 ENCLOSED 30.4 -36.8 -36.8 PARTIALLY ENCLOSED 43.1 -50.7 -50.7 E'OR. BU1LDING « i #NE?ROOF PCICii BUILDING TYPE AREA SO SFs=<100 SF POSITIVE PRESSURE END & INTERIOR ZONES 4,5 NEGATIVE PRESSURE INTERIOR ZONE 4 NEGATIVE PRESSURE END ZONE 5 ENCLOSED 31.5 -37.7 -43.1 PARTIALLY ENCLOSED 44.3 -51.6 -57.0 BUILDING TYPE AREA 100SFw<=200SF POSITIVE PRESSURE END & INTERIOR ZONES 4,5 NEGATIVE PRESSURE INTERIOR ZONE 4 NEGATIVE PRESSURE END ZONE 5 ENCLOSED 30.4 - 36.5 -38.2 PARTIALLY ENCLOSED 43.2 -50.4 -52.1 BUILDING TYPE AREA 200SF =x=500SF POSITIVE PRESSURE END & INTERIOR ZONES 4,5 NEGATIVE PRESSURE INTERIOR ZONE 4 NEGATIVE PRESSURE END ZONE 5 ENCLOSED 27.9 -33.8 -33.8 PARTIALLY ENCLOSED 40.7 -47.7 47.7 DESIGN LOADS PER ASCE 7 IF ANY TYPE BUILDING EXCEEDS 69' IN HEIGHT, ALL VALUES ARE THE SAME ROOF PITCH wa 2112 ANGLE >s 10 DEGREES MRH= MEAN ROOF HEIGHT ROOF PITCH c= 2/12 ANGLE <= 10 DEGREES REGARDLESS OF ROOF ANGLE OR PITCH MRH a= 10 PERCENT OF LEAST HORIZONTAL DIMENSION OR 0.4H,WHICHEVER ISR, BUT NOT LESS THAN EITHER 4% OF LEAST • HORIZONTAL}DIMENS1bj OR 3 FEET • • • • •••• • •••• •• • • • • • - r•••• • • • • MRH•••• • • • • ••• • • • • • •• • • Hurricane Protection'. Licensed by Robtnsnest Software, sate owner of this software product • •• • • • • • • • M I A M I'DADE • • • • • • • • • BUILDING CODE COMPLIANCE 'FICE [• O1 npc0) PRODUCT CONTROL DIVISION Riviera beach, FL 33404 • •• • • • ••• • • •• • • • •• •• • • • • • • • • • ••• • • • • • • • • • • .•. • • ••• • • • • ••• •• • • • • • • • ••• • NOTICE OF ACCEPTANCE (NcA}•; ;•::•: Armor Screen Corporation - • ••• • • • • • • • • • • • • • • • 140 WEST IFLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • •• • • • 2001 -A North Congress Ave. ••• • : •• • • ••• •• • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAOLER BUILDING SCOPE: This NOA is being issued under t1Y a applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeal;; (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction ;AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County; and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use: of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is d,terrnined by Miami -Dade County Product Control Division that this product or material fails to meet the requirere nts of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Armor Screed Series 2000" ]Flexible W ° d Abatement System .APPROVAL DOCUMENT: Dra wing No. AS -001, titled "Armor Screen Series 2000 Flexible Wind Abatement/ Impact Protection System ", sheets L through 8 of 8, prepared, signed and sealed by Thomas M. Kelaher, P.E., last revision dated November 25, 2003, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: ]Large and Small Missile Impact LABELING: Each screen shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be - onsidered after a renewal application has been filed and there has been no change in the applicable building cc>de 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. Ml 31Se of this NOA as an endorsement of any product, for sales, advertising or an,' other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall . )e cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the wo '. Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this enti re NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 03- 0108.04 and consists of this page 1, evidence submitted page(s) as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. NOA No 03- 1204.01 Expiration Date: 01/07/2008 12./ 1-5/o 7 Approval Date: 12/25/2003 Page 1 GENERAL NOTES: This wind abatement/impact protection system is designed and tested to comply with the high velocity hurricane zone of the 2001 Florida Building Code. Armor Screen is a flexible wind abatement and impact protection system utilizing a woven monollament geotextile that fulfils the 2001 Florida Building Code requirement for opening protection. 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 monoffiament geotextile fabric shall have the following minimum average roll values: Grab Tensile Strength Puncture Strength Mullen Burst Trapezoidal Tear Wide Width Tensile Strength Wide Width Elongation Apparent Opening Size Percentage of Open Area Barrier can be mounted with opposing primary anchored perimeters in vertical, horizontal or any alignment appropriate to the structure being protected. (ASTM D4632) (ASTM 11119.'3•) (ASTM 03786) (ASTAA D4533) (ASTM D4595) (ASTM D4595) msa 425 x 325 LBS 43n :w 675 PSI 150 x 125 LBS 225 x 205 LBS/IN 22x21 % 30 US STD SIEVE. 5% required deflection. Design loads calculated to ASCE 7 -98 as required by the prevailing buliding code. Product marking - a Zabel shall be affixed to the barrier with the following statement "Armor Screen Corporation, Riviera Beach, Florida Miami -Dade County Product Control Approved" ALL GEUSYNTNETIC HURRICANE SCREEN ASSEMBLY INSTALLATION DETAILS DEPICTED WITHIN THESE imus ARE TYPICAL FUR THE INSTALLATION OF THIS WIND ABATEMENT AND IMPACT PROTECTION SYSTEM ONLY. ALL OTHER BUILDING COMPONENTS SHOWN HEREIN ARE DEPICTED AS MISTING, AND NOT CONSTRUCTED BY THE SCREEN COMPANY. YAW/ CORPORATION Low p ' 1C 9��,a��l► :i Abe No. 40159 � 15— u A t� STATE OF �e I, v Pin weni% STRAIGHT ANGLED I t / r °! /I P? Examples of typical installations 1 BALCONY • • . • • •• • OOOOOO • • .d. Y • • • • •••• • • • • • • • • •• • INVERTED WINDOW _Ri7 Knits NErr m steLF__ PRODUCT REVISED �s sompiyiug with thst Rodin Reidiug Code Acceptance No 05 0 < .0 Ezp ration Th Z7 .:e4 s : rProdact Qintret vim .•• • ••• •••• • ••• •.••• e ttf M M1 • . • . • • • • •• ••• • ••. • • ••• • OOO • ••• ... • • Thames IL 11919b9r, P,7z. 1 008 SE.1 re ec, 4 . ; ., i''s!d Beach, FL 3 1 G) 4. ..zne) 9 60 - N2J , PRODUCT: ARMOR SCREEN SERIES 21/00 13 FLEXIBLE WIND ABATEMENT / IMPACT PROTECTION SYSTEM a . IL xaana 1 1 151011 Fox l )4t V • • • • •. • ti.. •• • ••. • Ancho • • .O• • • • • • • ••• • • • • • • • • ••• •• • • • • • • •.• CONCRETE: * Table is intended for drop -in and LDT anchors in concr te. WOOD: Lag anchoring (incl. LDT) in :o 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" pene:ration into SYP Column 4 ": 1/2" thread, 3.7" penetration into SYP EARTH: * Specified earth anchor m be used with any of table ohoices, HOLLOW BLOCK: Column 1 ", approv 3d epoxy anchoring system for 3/8" & 1/2" thread. NOTE: "" Design pressure may be in•:reased by 5% for negative loads TRACK SYSTEM: Table applies to tank system, anchored with two 511." fasteners per cleat,as follows: - into hollow block, min. 1 1/4" em mid 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 oar zmn 1" - into wood (SYP. Sg. 0.55), min. <"' embed installed as in column 3* NOTES: Anchor Spacing: varies inversely with )ressure and is subject to rational analysis, Span: is measured anchor to anchor, Deflection: is minimum glass separation measured at mid -span of screen ANCHOR SPECIFICATION: Part numbers: 3/8" Lag Anchor (AS9038S) 1/2" Lag Anchor (AS9012S) Tapcon 5/16 ", 3/3 ", and 1/2" LDT can anchor in bo h wood and concrete Drop -in Anchor. 3/8" Steel Drop-it anchor in 3000 PSI (min.) concr r te, 1 5/8" min. te, 2" min. 4" helix embedment (H:iO38S) 1/2" Steel Drop-it Anchor in 3000 PSI (min.) cone embedment (H :X012S) Earth Anchor. Proprietary Syste m: Stabilized 1/2" x 30" shaft wit Working load 31:10 LBS. (E7912P) Soil Class: 5 (medium dense coarse sand) Epoxy Anchor Equal to Red Head umbrella inserts and screens vith C7 adhesive. t3 f oT • C. it *SA ptB �Q �J9 0 grz Drawn by: 70,10 - 22 01 SCALD NB SCALE 31WG NIL AS -001 SHEET tat 2OF8 • : i * • a° ... . 2k * V IY+....esei.• : :3 Span Deflection 1' O/C I 2' O /C * • 4" in feet 4' in inches 6.5" Design 130 Preasure" 3 /4 eye 34' bo t 7 1/2 :opin eye 1/2" bolt 65 • • X • • • • X X X 6' 6.7" 130 65 X X X 6' 6.7" 92.75 46 • •• • :•• • • • • • •• • • • • • • •• • • X X 8' 8.5" 130 90 8' 8.5" 130 65 • • • • �i' • • ! X 8' 8.5" 115 68 X X X 8' 8.5" 68.75 34 X X X X 10' 16" 130 90 X 10' 16" 130 65 X X 10' 16" 94.75 47 X X X 12' 21" 130 90 X 12' 21" 130 65 X X 12' 21" 120 60 • X X 12' 21" 69.75 35 X X X 14' 30" 130 80 . X 14' 30" 130 65 X 14' 30" 120 60 X X 14' 30" 64,76 32 X X 16' 39" 130 75 16' 39" 130 66 X :f 16' 39" 110 55 X 1 X X 16' 39" 60 :14.25 20' 36" 58.00 ::9,00 X 24' 41" 48.00 :4.00 X Ancho • • .O• • • • • • • ••• • • • • • • • • ••• •• • • • • • • •.• CONCRETE: * Table is intended for drop -in and LDT anchors in concr te. WOOD: Lag anchoring (incl. LDT) in :o 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" pene:ration into SYP Column 4 ": 1/2" thread, 3.7" penetration into SYP EARTH: * Specified earth anchor m be used with any of table ohoices, HOLLOW BLOCK: Column 1 ", approv 3d epoxy anchoring system for 3/8" & 1/2" thread. NOTE: "" Design pressure may be in•:reased by 5% for negative loads TRACK SYSTEM: Table applies to tank system, anchored with two 511." fasteners per cleat,as follows: - into hollow block, min. 1 1/4" em mid 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 oar zmn 1" - into wood (SYP. Sg. 0.55), min. <"' embed installed as in column 3* NOTES: Anchor Spacing: varies inversely with )ressure and is subject to rational analysis, Span: is measured anchor to anchor, Deflection: is minimum glass separation measured at mid -span of screen ANCHOR SPECIFICATION: Part numbers: 3/8" Lag Anchor (AS9038S) 1/2" Lag Anchor (AS9012S) Tapcon 5/16 ", 3/3 ", and 1/2" LDT can anchor in bo h wood and concrete Drop -in Anchor. 3/8" Steel Drop-it anchor in 3000 PSI (min.) concr r te, 1 5/8" min. te, 2" min. 4" helix embedment (H:iO38S) 1/2" Steel Drop-it Anchor in 3000 PSI (min.) cone embedment (H :X012S) Earth Anchor. Proprietary Syste m: Stabilized 1/2" x 30" shaft wit Working load 31:10 LBS. (E7912P) Soil Class: 5 (medium dense coarse sand) Epoxy Anchor Equal to Red Head umbrella inserts and screens vith C7 adhesive. t3 f oT • C. it *SA ptB �Q �J9 0 grz Drawn by: 70,10 - 22 01 SCALD NB SCALE 31WG NIL AS -001 SHEET tat 2OF8 Iil'=11 11 y li lti l hr 7 II i 1.u � i x11 -i 11=11= I 0 �►, ° , � H 1 1= 11 l i r1 1! -'�!i ! . I! fl ih{I !I I —u 111 11 -1 • • •• • •• . ,.: • • • • • •• • • • •i • . ,_,z - , • : i : • • LA G, Tp NN LOT TRACK REAMOVEABLELAC (AS3012S,AS9038$) INSTALLED ONLY INTO THE UN MEMBER WITH 314" M EDGE DISTANCE. 3Pa° or 117 DROP -IN ANCHORS SEE SHEET 1 ANCHOR SECS. 3iror112' EYE or BOLT and DROP -IN ANCHORS SEE: TABLE 1 [OR TRACK] ALTERNATE ASSEMBLY INSTALLATION AT EXTERIOR SLAB 2003 Q ARMOR SCREEN CORPORATION REVISIONS OCTOBER22,2001 SPAN MAX. PSF DEFLECTION SYP 2"x6" ALUM. TUBE 2 "x6 "x118" SYP 4"x8" 1E1 EARTH ALTERNATE ASS STORM BAR - DEFLECTION; ACHIEVED BY ONE OR MORE STORM BARS AND MAY BE INCREASED WITH BLOCKING - ALUM. TUBE TO BE TYPE 6061 -T8 - ANCHOR ENDS WITH 5/16" x 1 -1/2" TAPCON MIN. OR WITH ALUM MID BRACKET MID 2- 1/4 "x1 -1/2" TAPCON - SUBJECT TO RATIONAL ANALYSIS ® e .4 r. —Il =11=11=11 0 II lf • . • =- ▪ . 11=11=11- 5 • q (14 17- 11 -I =11 it i =11 rl II 0 =11=i1=11=0, Y INSTALLA 3/8* OR 1 W STORM BAR ORORINANCI IORS CONFIGURATION SEE TABLE I 101 PliticIPAIP .. PAVER INSTALL WITH STABILIZER REMOVABLE EARTH ANCHOR, 4' MAR HELIX HORIZONTALLY STABILIZED 24" Q.G. SEE TABLE 1 2003 180 SQ.IN WITH STABILIZER I1 1i 1 1i II a • o K Mfl � • • 9 111 i ii 11 i1= 11 ii t! I( =11 I! it 11 II 11 1 1 PORC• INSTALLATION ARMOR SCREENCARPORAT10N REVISIONS OCTOBER 22, 2001 Auguat27,2003 • ••• • • • ••• •• . • • • • • • • • 111 . • • • •;• • • ; . ••• • • • • • • •• • • • ' • • • • ••• • • • • ••• •• • • • • • • • • ••• • • • • • . . • • • • • • • • •• • • • • • ••• •• • • . • • • • • • • • • • • • Own by: TG, 1042-01 SCALE, ATI SCALE arm Na. AS -001 siEzr P. 4DFB 1 6 I { HP Hi& � � klll, 1'... 11 11 II 11 1 111 I {( fl --1 '41.=11=11=i1=11=11=11= 3000 PSI CON STRUCTURAL ME irt8ER u+11r • , 4il!♦�. ., OCTOBER 22, 2001 AT 24 f7a • • ••• • TROD ease. piA1E • ••• • • • !7F S • • • • • • • 1 • • • • • • • C�.EARIyNCE �� ^ ^� AT 1QD -SPAN E E SCJU RAT NIB-SPAN • ••• • ••• •• • • • ■ • • • ••• • • • • • •• • • • • • • ••• • ••• • • • • • • • • • • • • •• •• • • • ••• • • • •; • • • • • • • • • •, .• • • • • • • ,••• •• • • BALC ALTERNATE ASSEMBLY D INSTALLATID OF r ANCHOR INSTALLATION AIN AT LEAST MIN. DISTANCE AND FULL CAP ,;TY SPACING FROM RAIL ANCHORS 20 NY SCREEN CL C TL'R9 ON SIDES AND BO AN :HARED AT LOWER CORNERS WINDOW SCREEN © ARMOR SCREEN CORPORATION REVISIONS August 27, 2003 al 4 o, Denby: TG, 10 -22 -01 SCALD 111 SCALE BK : ,1- AS -001 swEET NU5 OF 8 � t ff o' 1 M41 j 4p! 0.t 1=11=11=11= _ EARTH ANCHOR, SEE ANCHOR SPECIF110 S ON SHEET 2 OF 7. SOIL SHALL BE MIN. CLASS 5 (MEDIUM DENSE COURSE SAND). WELLING SYNTHETIC FIBER STRAP 11 PRIM CT M- 7om CER Al in BE SEWN INTO I EOSIN MEN MATERIAL BLII:KLE 11111TRIGUDE. SE SECTION "46 OFT G BOTTOM STRAP DETAIL 6 EF 7 (AT ANCHORAGE INTO CONCRETE) If till 14-1,7tH FIBER 21W DITU e lMEIML:DEQUAL) TO BE SEWN FUER MUM. B JCKLE W/ STRAP AND TRIGUDE SECTION '',1/8 OF r BOTTOM STRAP DETAIL CAT EARTH ANCHOR) • ••• REVISIONS = A et mcom6 LI/ e Drawnby: TG,10-22-01 SCALD KEI SCALE A - SHEET 1416 CIF 8 'A mt - 7 11 " ALTERNATE CORNER DETAIL TRACK DETAIL WALL MOUNT • • • • • • • • • . • • • • , • tIA • • &ream '40 • --- =KINETIC NURRICAN ALTERNea : .'• STR'AP:li1S41t FO? OPENOtn FEL:T en LISS STRA NOTE: SCREENS MAY BE GF ;OMMETED. INSIDE MOUNT FLOOR 2003 ()ARMOR ADJA SCREEN THREA 3 NOT SHOWN FOR CLARITY ORD SUCICLE W STRAP SEE SECTIM "..IMS OF liEU/NSTON PRODUCLNO 4-17011 CCIR APPMM ESLIAL> /NM =SYNTHETIC a • • • * • • • eAll ? imam FIBER MAP TO SE SEWN MATERIAL Overlap) OUNT CEILING CORPORATION Drawn by. T 10 SCALD Mil SCALE DWG a AS-001 arm NG, 7 OF 8 • ••• FULL ms -M 130 - 1 'r TRACK (PART #AS -1000) ALLISON ALLOY 600645 .047 R TIP ado D -RING CARRIERS (AS-5214) SPRING CLIPS (H -5100) 3/8" KEYHOLE CLIPS (AS9138) 1/2" KEYHOLE CLIPS (AS9112) 5/16" TAPCONS (FT1556) 3/8" TAPCONS (FT1538) 1/2" TAPCONS (FT1512) 318" LAG ANCHOR (AS9038S) 3/8" BOLT (91538S) 1/2 LAG ANCHOR (AS9112S) 1/2" BOLT (8151025) ,375 QM rn o Mil kV IMAGES ARE REPRESENTATIVE ANC NOT TO SCALE • • • • • • • • t•III5-e• 456 J. Cry 1∎ 01,1X1 \T'1,L ,4X�1.1,:: • • • • • •• • • • • ••• •• • • ••. to •••' • 8 T5 • ••• • ••• • • • • 250 R TIT • FULL . . • • • • • i� • • • LtI� •f • • • SRACKET #AST 1100) ALUM ! ALLOY ti 423 R M m Q ARMOR SCREEN cORPORAT1ON November 25, 2013 fi 111' Mt ° 1 : QPawn by: TO, 10 72-01 S NC SSE 3WG N AS -001 stETnk.8OF8 • • •••. �•. :• ••••• • • • • • • •• • • • ARMOR SCREEN SERIES 2000 FEXIBLE WIND ABATEMENT SYSTEM HURRICANE PROTECTION iuN 0 1 2007 Passed r:; :4111111C �� / Inspector Comments '� � �,/0 19 4 (2.1 At) At, a (' 1 / 0 C laeeit cam a=w- Yom i S 60 / , , Failed °W Correcti • n Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 05/31/2007 Inspector: Grande, Claudio Owner: LONGMAN, PATRICK Job Address: 1499 104 Street NE Project: <NONE> Miami Shores Village, FL Contractor: ALL STORM BUSTERS LLC Building Department Comments Wednesday, May 30, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number (305)677 -3046 Parcel Number 1122320320110 Lot: Phone: (954)867 -9000 Page 1 of 2