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275 NE 94 St (3)Issue Date: 8/21/2006 Owner's Name: THEODORE NEUWEILER Permit Type: Windows /Shutters Work Classification: Shutters Job Address: 275 94 Street NE Comments: HURRICANE PROTECTION ARMOR SCREEN Additional Information Building Department File Copy Miami Shores Village, FL 33138- Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 02/17/2007 Contractor(s) Phone Primary Contractor CHS HOME MAINTENANCE SERVIC Q Yes Type of Work: SHUTTERS No of Openings: 18 Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings. statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. A le,/ Th(e Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS - - - 2079 Lot: PB: Total Square Feet: Total Valuation: Re • uired Ins • ections Shutter Attachment Shutter Final Phone: (305)754 -0200 1132060133830 868 $ 12,200.00 Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $7.80 $2.60 $280.00 $9.00 $7.00 $306.40 Invoice Number WS - 8 - 06 - 25779 Total: Amt Due $306.40 Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. HURRICANE PROTECTION ARMOR SCREEN FEB 0 1 2007 Passed L/ I t 6 Inspector Comments CREATED AS REINSPECTION FOR INSP - 24043. Screens as installed are not as per the approved NOA. Provide more information on screens as installed or install as approved methods shown on NOA. 1/23/07 CG. Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until :1 us ..... ............................... .... ............................... ..... ............................... Inspect lanNum Inspection Date: 02/01/2007 Inspector: Grande, Claudio Owner: NEUWEILER, THEODORE Job Address: 275 94 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: CHS HOME MAINTENANCE SERVICE OF BOCA RATON Building Department Comments Wednesday, January 31, 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)754 - 0200 Parcel Number 1132060133830 Lot: Phone: () - Page 1 of 1 DATEalfflQ 4-6- %003 T0: QU FAX 6 04 - 7O0I Watme Slrcned 2/rllage gld vetia4.t«r0rt 10050 NE 2 ^d Ave Miami Shores, Fl 33138 Phone 305-795-2204; Fax 305-756-8972 www.miamishoresvillage.com FAX TRANSMITTAL COVER SHEET FROM: VIVIAN CUBILLOS FAX (305) 756 -8972 Number of pages including cover: 2 Importance: norma urgent ; please reply _; review recycle _ MESSAGE: OS� V� tenSOnf toy U aar, lY ittw inspection. 6fb c agilh • Regards, VIVIAN CUBILLOS Bldg Dept Permit Clerk Project: Owner: Phone: <NONE> THEODORE NEUWEILER (305)754 -0200 Job Address: 275 94 Street NE Scheduled Insp # Inspection Type 01/01/2999 INSP -24042 Shutter Attachment 01/23/2007 INSP -24043 Shutter Final Inspection History Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 WS -8 -06 -2079 Windows /Shutters Miami Shores Village, FL 33138- Parcel: 1132060133830 Block: Lot: Inspection Status Inspector Date Completed None Default Inspector Not Complete DENIED Claudio Grande 1/23/2007 Screens as installed are not as per the approved NOA. Provide more information on screens as installed or install as approved methods shown on NOA. 1/23/07 CG. 01/01/2999 INSP -37945 Shutter Final None Claudio Grande Not Complete CREATED AS REINSPECTION FOR INSP- 24043. Screens as installed are not as per the approved NOA. Provide more information on screens as installed or install as approved methods shown on NOA. 1/23/07 CG. Wednesday, January 24, 2007 Page 1 of 1 HURRICANE PROTECTION ARMOR SCREEN JAN 2 a no Passed Inspector Comments Screens as installed are not as per the approved NOA. Provide more information on screens as installed or install as approved methods shown on NOA. 1/23/07 CG. Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -24043 a ti � �,. �` x �: � Permit Number: WS -8 -06 -2079 Inspection Date: 01/23/2007 Inspector: Grande, Claudio Owner: NEUWEILER, THEODORE Job Address: 275 94 Street NE Miami Shores Village, FL 33138- Project: <NONE> Building Department Comments Tuesday, January 23, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Contractor: CHS HOME MAINTENANCE SERVICE OF BOCA RATON Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number (305)754 -0200 Parcel Number 1132060133830 Lot: Phone: ()_ Page 1 of 1 Permit Number: WS - - - 2079 Invoice Number: WS - - - 25779 Applicant: THEODORE NEUWEILER Company Name: Date Thursday, August 24, 2006 08/24/2006 Check Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Payment Type Check Number 1689 Owner Address: 275 NE 94 ST MIAMI, FL 33138 -2829 Job Address: 275 94 Street NE Miami Shores Village, FL 33138- Amount $306.40 Change $0.00 Total Paymert: $306.40 Page 1 of 1 6\(*. Qualifier Name Submittal Fee $ Permit Type (circle FOLIO / PARCEL # I Contractor's Address City 0 p G n Type of Work: ❑Addi ipn Describe Work: 8 (a t tp — 02 'ate'` BUILDING PERMIT APPLICATION FBC 2004 Owner's Name (Fee m 1e Titleholder) Owner's Address Jv Ikea; X \\O r� City S State Tenant/Lessee Name Job Address (where the work is being done) 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 City Miami Shores Village County Miami -Dade - 3 2o6 - 013 - ' 31 3 0 Is Building Historically Designated YES NO Contractor's Company Name Value of Work For this Permit $ State Certificate or Registration No. Architect/Engineer's Name (if applicable) Miami Shores Village FOICE7n Building Department � 1p � � . S ,.nk` 0 7 `owe sr:[�uM7t�AZ Electrical Plumbing Mechanical Roofing e-OCtO Wt kt,{ Phone # 3 0S i i' OaO O L Zip 33 1 3 lams .- Notary $ Training/Education Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Review. $ tate `~ (- Permit Fee $ (igo - bL\ Permit No. N% W ^ ZC( ° I Master Permit No. Phone # ads W q� Swee.J- 1, S rn T tCU VL L n ►'t c Q Phone # VW 5 S \yett,i tom" (o 0 A- C&L, Certificate of Competency No. Phone # Zip _.?1 3e Zip .70(0q Phone # ( 1 ' ' 1 1 Square / Linear Footage Of Work: '0 CP .6ifferation ► ew ❑ Repair/Repla e ❑ Demolition v1 00012 P �rO � Cc 1� o,, — G w' ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF $ Technology Fee $ CO /CC DPBR $ Zoning $ Double Fee $ Total Fee Now Due $ - 0t9 4D See Reverse side --- Erg D t { I6 �� 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. 1 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 joh 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: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: yL 050 Plans Examiner Engineer Zoning • BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) \\,k NL\.) W \ t l.•' Phone # " - `l St-‘ - 0 ... Owner's Address 7 -- - TS . City_Vtl fckt\ State c -7- Lo N `t Tenant/Lessee Name Job Address (whe.'e the work is being done) 'LIS '.) 51 City Miami Shores Village County Miami -Dade Zip %"3 t 3 Is Building Historically Designated YES NO Contractor's Company Name C.\• \• h,■N; • SL.,`'i Phone # ( Dto\ - 1 Contractor's Address 2..% o City <2.1-I'Mt -) cN Qualifier v \AF L - State Architect/Engineer's Narne (if applicable) Phone # $ Value of Work For this Permit \ l \\A ?. Type of Work: ❑Addition Nf Alteration Describe Work: Submittal Fee $ Permit Fee $ CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 :New Permit No. Master Permit No. Zip SSi 3ti Phone # Zip ') 3 z 6-( Square Footage Of Work: 'C B ❑ Repair/Replace ❑ Demolition 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: 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. "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 a inspection fee will be charged. Signat rte chc 10/14/03 Owner or Agent The foregoing instrument was acknowledged before me this n dayof , 20 dO, by [ €1) 4e0IN et Ie&/ , As id APPLICATION APPROVED BY: who is personally known to me or who has • r.. b V ev�tifa , tion d wtt*INfl NOTARY PUBLIC: Sign: ^ Print: l — e}�l t 2�.1- 'N•-) My Commission Expires: fv,i, (o r 20 0 I Notary Public, State of Flo a My comm. expires May 16, 2009 No. DO 430192 Contractor The foregoing instrument was acknowledged befor ze day of J is� , 2006 by is - G who is personally known to me or who has produ l y NOTARY PUBLIC: Sien: Print: My Commission Expires: nette t rue .. 55216 Expire::. Oct G3, 2006 Bonded Thru - ding Co.,WI. (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. Plans Examiner Engineer Zoning ARMOR SCREEN DEPLOYMENT MAP Theodore Neuweiler 275 NE 94 St Miami, Florida 33148 HURRICANE PROTECTION AUG 0 7 2006 B • 0 0 • ••• •• • • • • •••• • • • • • •• • ••• • • • • • • • • • • • • • • • • • .• Theodore Neuweiler 275 NE 94 ST Miami Shores, 33148 Permit Process #: 06 -2079 Front Door Screen #1 - (81 "W x 88 "H) — Angled Screen Front Right Window Screen #2 — (113 "W x 62 "H) — Straight Screen Right Window Screen #3 — (47 "W x 68 "H) — Horizontal Screen Right Window Screen #4 — (47 "W x 56 "H) — Horizontal Screen Right Window Screen #5 — (47 "W x 67 "H) - Horizontal Screen Back Window Straight Screen #6 — (128 "W x 35 "H) — Straight Screen Triangle Window Screen #7 — (205 "W x 102 "H) — Straight Screen Quad Front Door Screen #8 — (191"W x 90 "H) — Angled Screen Double Door Screen #9 — (105'W x 89 "H) — Angled Screen BBQ Window Screen #10 — (54 "W x 50 "H) — Straight Screen Garage Window Screen #11 — (55 "W x 36 "H) — Straight Screen Garage Screen #12 — (98 "W x 85 "H) — Straight Screen Theodore Neuweiler 275 NE 94 ST Miami Shores, 33148 Permit Process #: 06 -2079 A/C Window Screen #13 — (36 "W x 35 "H) — Straight Screen Power Pole Window Screen #14 — (51 "W x 60 "H) — Straight Screen Alley Window Screen #15 — (47 "W x 55 "H) - Horizontal Screen Alley Window (last near front) Screen #16 — (47 "W x 67 "H) — Horizontal Screen Left Front Window Screen #17 — (113 "W x 62 "H) — Straight Screen Big Center Window Screen #18 — (253 "W x 74 "H) — Straight Screen Each opening protected individually. Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL- SINGLE FAMILY • • Beds /Baths: 3/2 • • • • Floors: 1 Living Units: 1 Adj Sq Footage: 2,245 • • • • _ Lot Size: 9,675 SQ FT -•••• Year Built: 1951 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 22 & WM1/2 COT 23 BLK 28 LOT SIZE SITE VALUE OR 9302 799 _ Year: 2005 2004 Land Value: $210,123 $135,539 Building Value: $151,671 $139,229 Market Value: $361,794 $274,768 Assessed Value: $119,136 $115,666 Homestead Exemption: $25,000 $25,000 Total Exemptions: $25,000 $25,000 Taxable Value: $94,136 $90,666 Folio No.: 11 -3206- 013 -3830 Property: 275 NE 94 ST Mailing Address: THEODORE C NEUWEILER &W DONNA 275 NE 94 ST MIAMI FL 33138 -2829 Sale O /R: 000000000 • • • • Sale Date: 4/1976 Sale Amount: $65,000 Miami-Dade My Home -Text Page 1 of 2 My Home o , o Show Me: Property Information -Text Search By: Select Item Address Search 'Enter the address and click "LOCATE ". Use the Tab key to switch between fields or click using the mouse. House Number: Direction: Street Name: 94 Street Type: Unit (opt): Zip Code (opt): 275 NE ST 'Go to property map I ijProperty Appraiser Tax Estimator Print friendly version Summary Details: Property Information: Sale Information: • Assessment Information: We appreciate your feedback, please take a minute to complete our survey. My Home 1 Property Information 1 Property Taxes My Neighborhood I Property Appraiser Horne I Using Our Site 1 About I Phone Directory 1 Privacy 1 Disclaimer as:'Aliac11, Ss, r. If you experience technical difficulties with the Property Information application, please click here to let us know. E -mail your comments, questions and suggestions to Webrnaster Prop •••• Inforrr '•... •• • • • • •• • Prof' • Inforr' • ••••J-lome •••• •••• • •••• •••• •••• •••• Ques• an Comn webm ct rniamic Prop Apprais( Pal • • • •• • http: / /gisims2.miamidade.gov /myhome /proptext.asp 8/1/2006 • s • • • .• • • • • • • PARTIALLY ENCLOSED BUILDING GCpi= ±0.55 50 SF = >< =100 SF 50 SF = >< =100 SF 100 SF = >< =200 SF 200 SF = >< =500 SF POSITIVE PRESSURE ( ZONE 4 +5) 33.1 30.4 47.1 -41.1 -39.8 45.9 43.1 NEGATIVE PRESSURE (INTERIOR ZONE 4) -41.7 - _ 55.0 • • -53.7 -50.7 NEGATIVE PRESSURE (END ZONE 5) • :• -• .; • 1:1 : :._ ••, .• -55.6 -50.7 ENCLOSED BUILDING GCpi= ±0.18 50 SF = >< =100 SF 100 SF = >< =200 SF 200 SF = >< =500 SF POSITIVE PRESSURE (ZONE 4 +5) 34.3 33.1 30.4 NEGATIVE PRESSURE (INTERIOR ZONE 4) -41.1 -39.8 -36.8 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 ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7 PER SECTION 1609 OF THE 2004 FLORIDA. BUILDING CODE ROOF PITCH IS GREATER THAN 2 "112" OR >= 10 DEGREES PROJECT NAME: ADDRESS CITY /STATE CLADDING TYPE: Ted Neuweiler 275 NE 94th St Miami Shores, Fl ARMOR SCREEN COMPONENTS AND CLADDING OF WALLS • - - .. •.. •• • • • • • • •••• • • • • • .• •.•.. •••• • • • • • . . • • • • •• • • . . • •••• • • • • ••• • • • • • • • • • • • Hurricane Protection! • . . . • • • • • 0 • • •• • FOR BUILDINGS <= 60' TALL AND ROOF ANGLE < =1Q DEGREES`( < = 2/12 PITCH) BUILDING TYPE AREA 50 SF > = =< 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 0.85 BUILDING TYPE AREA 100SF= > < =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 -61.1 BUILDING TYPE AREA 200SF= > < =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 USE ONLY FOR 50 TO 500 SF BASIC WIND SPEED 146 EXPOSUREB 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 4 FOR BUILDINGS < 60' TALL AND ROOF ANGLE > =10 DEGREES ( >= 2/12 PITCH) BUILDING TYPE AREA 50 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 47.1 -55.0 -61.1 BUILDING TYPE AREA 100SF= > < =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= >< =500SF 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 DESIGN LOADS PER ASCE 7 • • • • • • • • • • • • • • •• • IF ANY TYPE BUILDING EXCEEDS 60' IN HEIGHT, ALL VALUES ARE THE SAME ROOF PITCH >= 2/12 ANGLE >=10 DEGREES MRH= MEAN ROOF HEIGHT ROOF PITCH <= 2/12 ANGLE <= 10 DEGREES • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • REGARDLESS OF ROOF ANGLE OR PITCH • • • • • • • • • • • • • • • • • • /ate \a MRH a= 10 PERCENT OF LEAST HORIZONTAL DIMENSION OR 0.4H,WHICHEVER 15 SMALLER. BUT NOT LESS THAN EITHER 4% OF LEAST HORIZONTAL DIMENSION OR 3 FEET. MRH N Hurricane Protection!- Licensed by Robinsnest Software. sole owner of this software product PARTIALLY ENCLOSED BUILDING GCpi= +0.55 < =10 SF < =10 SF 10 SF = > < =20 SF 20 SF = > < =50 SF POSITIVE PRESSURE ( ZONE 4 +5) 38.5 53.5 NEGATIVE PRESSURE (INTERIOR ZONE 4) 51.2 48.8 NEGATIVE PRESSURE (INTERIOR ZONE 4) _ - -, ,- f,�2.Q • . .. -60.1 -56.4 NEGATIVE PRESSURE (END ZONE 5) • •. ...•... .• .Z3:3: :•: • • -68.2 -62.7 ENCLOSED BUILDING GCpi= ±0.18 < =10 SF 10 SF = > < =20 SF 20 SF = > < =50 SF 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 PROJECT NAME: Ted Neuweiler ADDRESS 275 NE 94th St CITY /STATE Miami Shores, Fl CLADDING TYPE: ARMOR SCREEN 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 ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7 PER SECTION 1609 OF THE 2004 FLORIDA BUILDING CODE ROOF PITCH IS GREATER THAN 2'712" OR >= 10 DEGREES COMPONENTS AND CLADDING OF WALLS .. ••• •• • • •••• •..• • ••• .. • . • • •• .•••• ••• • • • • • • • • • • • • • • • • • 0 .. . • • • • • • • • ••• • • • • •• . • • • . • •• • • • AR SCRE N® Hurricane Protection! • • •••• •••• . • • •••• • • 8/1/2006 FOR BUILDINGS <= 60'-TALL AND ROOF ANGLE < =10 DEGREES (< =2112 PITCH) BUILDING TYPE AREA <= 10 SF POSITIVE PRESSURE END & INTERIOR ZONES 4,5 NEGATIVE PRESSURE INTERIOR ZONE 4 NEGATIVE PRESSURE END ZONE 5 ENCLOSED 37.3 -44.0 -54.1 PARTIALLY ENCLOSED 50.0 -57.9 -68.0 0.85 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 -62.0 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 USE ONLY FOR 0 TO 50 SF BASIC WIND SPEED 146 EXPOSURE BorC 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) 0.85 FOR BUILDINGS <= 60' TALL AND,ROOF ANGLE >=10 DEGREES ( > =, 2/12 PITCH) BUILDING TYPE AREA <= 10 SF POSITIVE PRESSURE END & INTERIOR ZONES 4,5 NEGATIVE PRESSURE INTERIOR ZONE 4 NEGATIVE PRESSURE END ZONE 5 ENCLOSED 40.7 -48.1 -59.4 PARTIALLY ENCLOSED 53.5 -62.0 -73.3 BUILDING TYPE AREA 10SF= > < =20SF POSITIVE 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 DESIGN LOADS PER ASCE 7 ROOF PITCH 5= 2/12 ANGLE= 10 DEGREES MRH= MEAN ROOF HEIGHT ROOF PITCH <= 2/12 ANGLE <= 10 DEGREES •• ••• • • • • • •• • • • • • • • •• • •• •• • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • •• •• • • IF ANY TYPE BUILDING EXCEEDS 60' IN HEIGHT, ALL VALUES ARE THE SAME • • • • • • • • • • • • • • • • • • • ••• • • • • • o • • • • • • • •• •• ••• • • REGARDLESS OF ROOF ANGLE OR PITCH a/ \ a= 10 PERCENT OF LEAST HORIZONTAL DIMENSION OR 0.4H.WHICHEVER IS SMALLER, BUT NOT LESS THAN EITHER 4% OF LEAST HORIZONTAL DIMENSION OR 3 FEET. MRH AR SCRE urricane Protection! Licensed by Robinsnest Software, sole owner of this software product 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 monofitament geotextile that fulfills the 2001 Florida Building Code requirement for opening protection. Geosynthetic hurricane screen: The hurricane screen shall be produced from a polypropylene, woven monofrlament geotextile fabric with individual filaments woven into a basket weave network and catendered such that the filaments retain dimensional stability relative to each other. The woven monofitament 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 VAdth Tensile Strength (ASTM D4595) 225 x 205 LBS /IN Wide Width Elongation (ASTM D4595) 22 x 2_1 % Apparent Opening Size 30 US STD SIEVE. Percentage of Open Area 5 Barrier can be mounted with opposing primary anchored perimeters in vertical, horizontal or any alignment appropriate to the structure being protected. Screen unable to return_ should_ ex_t:end past- protected opening- by- di- stance -equal to-minimum - - - required deflection. Design loads calculated to ASCE 7 -98 as required by the prevailing building code, Product marking - a label shall be affixed to the barrier with the following statement: "Armor Screen Corporation, Riviera Beach, Florida Miami -Dade County Product Control Approved" STRAIGHT T ALL GEOSYNTHETIC HURRICANE SCREEN ASSEMBLY INSTALLATION DETAILS DEPICTED WITHIN TI-ESE DRAWINGS ARE TYPICAL FOR THE INSTALLATION OF THIS WIND ABATEMENT AND IMPArT FROTECTIDN SYSTEM ONLY, ALL OTHER 3UILIJ NC CDt1PGNEN T S S-iu /N HEREIN ARE DEPICTED AS EXISTING . • • ••• OF CONSTRUCTED BY THE SCREEN COMPANY. • i • °'°°°°°°°°°°°°° • F tGLED \ 2�Q9 k A tF/C iR�JJGo T lRt° • • • : ••° • C 2flanJrn }t, tpp � } d � F* y i; �•'GG�tiFlCg • • i • • • • • r c, -:.2.";S.,) 954-360-GET — .• ▪ 7 • il 'j O • o r.-- = PP.JCU T ARUOR SCREEN SFPJES MO STATE OF ? V.; Rs; <I81F'M NC AB? 7ElAEN ' /:IAPgf.T�ftOfECT;CNSYS�E41 0.P R� a �: ° if of 200; K c xa Arc, Rr ivv Bcoc , Fl. 1:444 "'//<C . * 0 R I D • . • . < v : F Fit (Sdt)n4I -t`d9C Fax (se1;e +;- -�f141 trdeM, a•..:.r ��s f o r N �' Et \\ • • • o— • • • • tIIlI1 • •• ° • ••• • • • Examples of typical Instailatlons 1 BALCONY STORM BAR RODUCT REVISED e com plylog with the Florida niding Cale 3 ce ptmnce No O cpiration Netco l ASIF • Lt .r 4ierni Daa, •rudoct Coaftut Iivuinn z p p INVERTED RFNUFRING NOT Hl srAl F WINDOtr/ MIAMI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DP/TSION NOTICE OF ACCEPTANCE (NON) Armor Screen Corporation 2001 - North Congress Ave. Riviera Beach, FL 33404 SCOPE: This NOA is being issued under the applicable rules and regula The documentation submitted has been reviewel by Miami -Da by the Board of Rules and Appeals (BORA) to be used in Mini the Authority Having Jurisdiction (A-IJ). M[A,MT_DA_E COUNTY, FLORIDA METRO -DADE FLAGLER 13UiLD[NG 140 WEST FLAGLER STREET, SUITE 16nz MIAMI, FLORIDA 33130 -1503 (305) 375 -2901 FAX (305) 375 - 2908 ions governing the use of construction materials e County Product Control Division and accepted i Dade County and other areas where allowed by This NOA shall not be. valid after the expiration date stated elow. The Miami Dade Count� Prodtfi? ontrol Division (In Miami Dade County) and/or the A1-1.1 (in areas other than Miami Dade Cour.ty) reserve.tf!' J14lit to • have this product or material tested for quality assurance purpt�ses. If this product or maiar>!al•iails to i !rf'1rrn in the accepted manner, the manufacturer will incur the expensL of such testing and the• g f\ftiotna} inlntdiatel} revoke, modify, or suspend the use of such product o.r material.within their jurisdiction. BE}RA.reserve'trtright to revoke this acceptance, if it is determined by Miami Dade C material tails to meet the requirements of the applicable buildin This product is approved as described herein, and has been desi. ned to comply with the IirhNelt)city Hurricane Zone of the Florida Building Code. • •••• ESCRiPTiON: "Armor Screen Series 2000' Flexible Win. AbaternentSystem • • • ••• . • ... •.. •••• APPROVAL DOCUMENT: Drawing No. AS -001, titled " or Screen Series 2000 Flexible Wind Ah't1en1 nti Impact Protection System ", sheets 1 through 8 of 8, prepared, si ed and sealed by Thomas M. Relabel-, P. , last revision dated November 25. 2003, bearing the Miami -Dade CoVinty Product. Control Revision stamp with the Notice of Acceptance number and expiration datti by the MiamitDade County Product Control Division. 1MISSILE IMPACT RATING: Large and Srnall Missile inL ct i LABELING: Each screen shall bear a permanent label with th unanufacturer's name or logo, city, state and the following statement: "Miami -Dade County Prod{ict Control Ap ,roved ", unless otherwise-. noted herein. RENEWAL of this NOA shall be considered after a renewal a plication has been filed and there has been no r ig change in the applicable building code negatively affecting the 6 � I ,rformance of this product. TERi'I1NA'T'TON of this NOA will occur after the expiration Ate or if there has been a revision or change in I[1C materials, use, and /or manufacture of the produce or process. Mi of this NOA as an endorsement of any product, for sates, advertising or any other purpo 'ses shall autoirtilltically terminate this NOA.. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. I ADVERTISEMENT: The NOA number preceded by die worlds Miami -Dade County, Florida, and followed his the expiration date may be displayed in advertising literature. I any portion of the NOA. is displayed, then it shall be done In its entirety. j INSPECTION: A copy of this entire NOA shall be provided to he user by the manufacturer or its distributor and shall be available for inspection at the job sit at the request of We Building Official. This NOA revises NOA # 03 - 0108.04 and consists of this page 4, evidence submitted pahe(s) as well as approval document mentioned above. The submitted documentation was reviewed by il A. Makak, P.G. unty Product Control Divisli tt that this procluc t or code. • • • •••• NOA No 03.1204.01 Expiration Date: 01/07/2008 Appnnal Date: /2/2512003 t'fl L'r I • • • • to • i I : I 11 , 1 11 ! i i 1 __________R17-:\./"-1 T----1 c I — Ch 2'2 2 no 1 ! ; - -- ---- - --- - - Ar_icit_or _Sp a cip g_ _____ /VIchor Chorce:s 11 - ; Ayfiuttl 27,200'j 1 SFn - ! Deri ,2 cuon - T - i' O/C. 1 2' 0/C.: 1 1 tt [ 1 1 2 - - -- , 1.4,-,,,,Trir-_, n1 tt I inirl.:15as I D•rtssic22 PrresRure.'" ;wit" 6poi, 0,.,',, 1-13';9--.1-;t51; - - I - ----7 ---- ----- ---- 7 • _,_____:._ _____ _ - _ _,_____ . ____ _ _3;.____71:`7'11T___I _ 1_ 1 __ __ - 13n ' I; 7 •' I 130 i 1 --I 65 1 ),.•• Y ,,. - I - 1 . ' g \ A; 1 17•F ; !-- .,____i• .x. 1 5" l'in Q0 ! . _L it : a• '7 ,3 7... 1 92.76 I - 4 - 9 --: --- —1 -i N: I 2 -, 1 1 ' , ,._ t.‘ 1 X ad ,, 4.- Fl • '.,..,_, r - 01 .- "':■-:- I ,.. (.4.4 , ,...- ..---, . ! X • 1 f • - ' -9'7 ,!,- 's! .1C :3.5" i !3375 i 1 34 X ; Ltt I X , I i., - i., ••-, -----, , ., : ' 10 • . ;6" ; ; 3t) ! 5 i i 10' ; 16" ! 1 30 _____ I 5 90 ; ---l- ' ,t (.4 m ! ! o t , !!!!; l --I x i _ _. ____I _ ___,____!: ______! L , i E 4 L X ,' 7 ! i '21" 33o 9 --1 i _, ,) _ _________)(1__ x.—.7_i • oc•s___,,, • • • • 44 • • • c ' • • • iti • • • -.......,/, • • • -I • , 2 " , 6o -- 1 ..,/ i .,.‹ .:: 1-t' - 30" '30 I I -t .i ... . 210 I 1 4. ! 30" ! 1 3f3 1 1 1 I.. 1 ...j.._.__ x _ i I I X 1 1.4' in'' I '170 60 i •X X --- i 0" . 1 I - x' - , 1 ' __.i. —r T; , , 16' L 16' ; 39" 1 - 16 4 76 I 139 I 55 ! i t! i f_ I !- .• t 11 ) X 1 ; !------- ----I 19' i 39 L 110 ' I 55 - i ,., 1t3' ( 39" r-91 ! 34,25 , 'ti K X --- . r--- --- _ 1 ".. 35" 1 58.119 1 29.00 i ',- i - •4't - 1 4E1. _1 24.150 ii 1, I ' . 1 I 24' 00 !I X CL RE yE. '' 1 ,:ti imi5r6;.144:0 OF crop-in and LOT 31 In cliani:rtat3. %./V0i:313 i.r-fit anorlering Om:LLD into wood as foliews 11 feiarrin 1'. 3/8" ihread, - I 75'' penetration info SYP (0.55 sp) il t 2 3/8' frinait, 3 i"periTarien info SYS-3 il Cciiumn 3' 112 ftio-2a0, 3 0" penetration into SC Octimn -1 1/2" thread, 3 7" penetration into 517 FARTI ' :30e.ctitt'iu edrifi anchor ins he used with any of table HOL.L.OVV 45 3001t: Column 'I', approvocl 000.3 ailfriOlifIg syatc•m r: r 3:13 Z!., 1 /2" f hrcari Nal E1. -- Design pi rri..:Iy tie increasedjpy .5% fnr negative ir.' TR. -- .:"1 - '`,1 -1 1 1 F. fl..1: Sabo a,i,istho to 9 sy$Ce anc0ored with Iwo .5./113" iasteiners or_trideE4r,atit followL-;: • ttl:0 :3090 til030 Min. I 1/85 embed can he installed as in col i 1111 1 - Int, E'er:cre1m3 rn;ri. i 3/4" 0m1)e,8 can be. installer: as in coliff 3 _ ipio eencyrle, min ::" t:91 i.'n be insialled 20 in column '3 - into 'weei0 (5332 ari 0 561 min. I - embed can be installed a!3 i p i 1: inm '1 _ i n(c ,,3,.53 ( Si.... 0.55), min. 2" .241'ibc:c1 instak-cf as in oniiin'irl 3' NOTES: (AriciapLapqc,-,fni,1,.. vanea in ,,irn pressure ancl 15 541_1bi33( i 0 3300 ml analysis ! ;•: : :;_pata . i .. is inEtnatired anchor to ani:nor OF,OF.,,clion irE minimum glass scparalien roe?..sprea at mid-span of s6 ANCHOR SF "an numt:;ers 4;3"1_119 Ar'ehor (Asfici3e,S) 3.'? • Lag Am:nor (AS90125) 1 '''.' ..:_icepon - ‘.,it;: 16 13iy.:on 5/12", 332', and 112" LOT 0)01 ancnnr in 3013;; ('44111,:! lrt!FL 3:5' Sii,e; Di ancrinr in 0000 Ptil (min j i c;l:1 1 G 1 0 . ri embe:imem iH3 • 1 , -"2" `S prop • in 3000 P3I (r.flud) (7,3 MO emnerirneni (H30123) 59113 . Prooriei2r .3,i50e.1n- Siao4i2eci 1/2" ;': 0" snarl" wiii1 1" nnir.f iono ioao (3170 L.3:3. (12793 251 .3, .13iFts 'D irnertitim dense (0101 514 sand) "0)2'' ..:1 r)rr "--,-1..,, ,t Pc.: H.,0 , ,1 15005 (Inc tr.,, t.,,,...,:i,... •11•■•••••\, • (1 Fc\ I • • • • s • 11"-) 444544.•• • • • • \,...• _ . . -. • ''..., • 111,11 • • :\ \ ' , j•)• • 0 : •-••-• • •• ••\----- si ---- iil \ .,__. • • • \s•\ •••• •••••• • • • 1 • • • •••• ,, • a iif, • I. \\'''' --fc • .• ''\ ?:',..,- 0' 0 11-2 r, 3' ft.f.' 01_. '', ' -• '.i. -- ,, r J . 6 1 ,•• ' '-c,' !t'' '."-■ , . ° 2 c p.i. ai ..,,- ..ti , 1 W •••' --' r -•,. - , ,, z.:,7:4 t ,ro . ,-, , -7:: 1- . ...... --.?;f(.1:1,'. , x:2' I? ..1 1 I.J . (;? 1: 4) 1 [is,: 43, 33 10 11.L01E; 53,3.13 ; lin A ..fl • • • • • • • • • `- 'IOWA PAPA" PM IR = 11.►► =1 • — 1 11 =1111 -- e • •: VI .• 0 J z r W )'C KD2 LU LEE TABLE Na i SWF( 1 OF 7 z oc_na,�D AT w I F SCREEN) Us/ - U O CONCRETE • __ n �" 4 js— Ji N ` I TYPICAL ONE STORY ASSE 1 q� NSTALLATION EKTSTING VD ROOF TRUSSES AT 24' ac- CAPABLE OF SUPPOR - anti ?POO.011 VERTICAL DOV NLOAD- TIdJTi cussu AT ALTff2NATE ANCHORING LAG, TURNEL EYE OR PLAIN LOT TRACK REMOVEABL _ LAG (AS30123, INSTALLED •E:RTICAL ONLY INTO THE TRUSS MEMBER WITH 3/4' 14 1 EDGE DISTANCE. 3/B( or 112' DROP -IN ANCH 1I�RS 0EE StiEEf I ANCHOR SPECS. 3:R• or 112 EVE or BOLT and DROP -IN ANCHORS SE TABLE I (OFT TRACK) CONCRETESL4R (4'j IMIN THICKNESS) (30 PSI Min 318" d 12' SEE TIABLF 1 ALTERNATE ASSEMBLY INSTALLATION AT EXTERIOR SLAB • • • • • •• • • •••• • • •••• • •• •• REVISIOIti1S OCTOBER 22, 2001 August 27. 2003 •• • • •• • • • •• • • •••• • •••• ••. • • • • • • `\ • • `�111bt.�rr/�;i /� • • o •` '- i•••& • ^> l�Qs, . • .Y _\'/•••••• ••�' P�• ' • •••• J if • •0, • ` • • • i ,, o: — * LL, Q 0. 2 L - _N• - d o • • . `3 z - p . • ', 1 \\ I 11 l l 1 r \ Drawn by: I G , I 0 .- 2 01 SCALE NO SCALE mar, NrL AS -001 2003 Q A.RMOR SCREEN CORPDRAT1ON SHEET stO T E --- -•o,••• •� lu • •9 . •e•• • • • I 1 • SPAN 4' 5' 6' 8' 9' 9" MAX. PSF 135 86 60 135 60 DEFLECTION 5.5" 6.1" 6.T' 8.5" 16" SYP 2 "x6" X X X ALUM. TUBE 2 "x6 "x 118" X SYP 4 "x8" - DEFLECTION; ACHIEVED 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 MIN. OR WITH ALUM MTD BRACKET AND 2- 1/4 "x1 -1/2" TAPCON - SUBJECT TO RATIONAL ANALYSIS KIN CLEARANCE SEE TABLE 1 Nl I SPEET 1 IT 7 I GWASURED TO I� SRW CIJNCAETE FLSITTNC INT EARTH STORM BA OA PA PA PA OM � I 1 yrs oa 1a� STORM BAR DROP -IN ANCHORS CONFIGURATION SEE TABLE 1 6OF 7 PORCI- REMOVABLE EYE PA PAVLiR INSTALL WITH STABILIZER w rm iT.ABlL1ZER 80 SO. IN ALTERNATE ANCHOR POINTS INSTALLATION EARTH ANCHOR, b' DIAM. HELIX HORIZ ONTAI-LY STAIBII-ILEL) n r` CEr• Tngi c 20031 l; )Ihijl,lnf ;(`RFI"N (:IIRPIIR A TICUNI • • • • • •• • • •••• •• •• •• • • • •• • REVISIONS OCTOEIER 22, 200 I August 27, 2003 ••• • • • •••• • • • • • •• • • •••• •••• • • • • •••• •••• • •••• • • • • • •••• • • • • • nu■, IT TG, ID-21111 SCALD W SFAI.E nut: in A`, _ rin1 • • g u d tr u " c3 A n. u ••••• • • 7v• • • • • • • • • • • ra+ - ••• • • 3000 PSI GONG CONCRETE F OOT TN L O S c 0 C5 CP- O c5 U a STRUCTURAL MEMBER E' E](LSTWG VD ROCIF TRUSSES AT 24' MG T%1SS GtSSET PLATE MIN CLEARANCE SF_E TABLE 1 (MEASURED AT MID - SPAN cr SCREEN) ALTERNATE ASSE\q3LY D INSTALLATION OF 7 MIN CLEARANCE SEE TABLE 1 (MEASURED AT MID -SPAN 6E SCREEN) • • •• ••• FOR ANCHOR INSTALLA 1 JUN • • • MAINTAIN AT LEAST K N. • • EDGE DISTANCE AND FULL •. CAPACITY SPACING ERN • HANDRAIL ANCHORS .• BALCr1NY SCRE_N ••• CLOSED ON SIDES AND BOTTOM ANCHORED AT LOWER CORNERS WI ND SCREEN 2003 © ARMOR SCREEN CORPCR.. • • • •• •• • • LJ •••• • • • • • • • • • • • •• • • •••• • ••.• • •I • • •••• •o•�• • •• ..•• •• fi.. • •`\`y�1. . • • • , '! `� .... • '• • l V q r: C� •• • 0 , 1 * 6•'v3 •� O O CI V +C CC • Q O ,- o: z = co • • . , .4K pck ()ram hy: 1 , 10 2: SCALE NO SCALE maG Nil AS-001 awET f5 Fir I= 9 •41 • • • •J I • Al • • • ••• • or_ VFW WEAVE NUT SNJVN FIR CL.AIRIT Y OF STRAP CINFIRRA EARTH ANCHOR, - --___ SEE ANCHOR SPECIFICATIONS ON SHEET 2 OF 7. SOIL 3hALL BE MIN. CLASS 5 (MEDIUM DENSE COURSE SAND). CDNC EXTERIOR SLAB — IR' ER ](B' tom_ IQLP'-Di NCH3M SEE NC'U SPfS'S IN DIET 2 •- VEL�?1GT@ISYNT}iEri6 FI0 STYAP CPRr1DUCr NO. M- 170f-D TU BE SEWN INTO GECt$iNTHETTC FOIE R MATERIAL. IMny Incorporate sra3 hock or D - ringl Port Nos IBS -5214• 451M. /54138, AS9112 S TOP STRAP ETAIL WEAVE NOT SIi]V C ARMY STRAP R& I Vfl L7lt[5 "T'U?1 SYNTHIi I IC FIBER STRAP P RGD[J CT HG M-170H CIIR APPROV E➢ ECLJ ) TU HE SEWN INTO GEDSYNTHETIC FIBER MATERIAL BUCKLE W/ STRAP AND TRIGLIDE SEE SECTION "JJS OF T BOTTOM STRAP DE 1f AIL CAT EARTH ANCHOR) VF� q A �V T E y MJT NNQQ SHOWN CNF16IJAATIUN WELLINGTON SYNTH C FIBER STRAP PRCIDUCT NO. M - 170H (OR APPROVED EO ) TO RE SEWN LNTLI GEDSYNTHE1TC ER MATERIAL BUCKLE W /TRIGLIDE. SEE SECTION '.1/6 OF 7" G B❑ i TOM STRAP DETAIL of 7 CAT ANCHORAGE INTO CONCRETE SUPER CONTOURED MODEL BUCKLE BY NEXUS 2003 iEOSYMTkr Yic MATERIAL FOR ARMOR SCREEN CORPORATION :• • • • • • • • • •••• • • 1 • • • • • ••• REVISIONS October ?_2, 2001 August 27, 2003 November 2003 • •••• •••• •• • • • •• • Drawn by: TG,10 -22 - 01 SCALE' NMJ SCALE DWG Na AS'—(101. SHEEP CE) •l• •• • .4", • • sL • •••••• • • STEEL LAG THREAD 'FUR 1 3 /4' MIN EMBED. ..6 Is 1 •ti rolfirw11.S•I.POoogr,..Lisir4r August 27, 2003 November 25, 2 ALTERNATE CORNER DETAIL \ 7 DF 7J KTs NOTE: SCREENS MAY BE GROMME 1 ED. TRACK DETAIL WALL MOUNT ALTERNATE 3/8' MAN ) ® SYNTHETIC HURRICADI SCREE4 ALTERNATE TOP STRAP DETAIL FOR OPENING ID rtit OR LESS - r. ,.•�1rF 1�1� ••• • • r • SCREEN THREAD NIT SHOWN aTn 0(D 0015 FOR CLARITY BUCKLE V/ STRAP ANI1 TRIGLRE SEEISECTION 'J /6 OF VELLINGTLRI SYNT)IETI FIBER STRAP PRODUCT NCI F4--170(-1 CDR APPROVED ECaJAL) j BC SEWN TNTO GEOSYNTHL[IL ntoz MATERIAL U Archdir. Overlap) EYE BLTLT A/•ct-ER STRAP ] DETAIL AT ADJALT SCREENS INSIDE IMDUNT CEILING INSID� MOUNT FLULJR 2003 ARMOR SCREEN CORPORATION REVISIONS OCTOBER 22. 2001 © W > O 0 L•9$ E a2 o O r p ; m < w £ • • • •• • J• •••• • 1 •••- \ ��1111 11/.i r/ • • ` t 2Q' . •. •,•..'. • •••. •. . • �� V ' •••. • r • • O • ▪ • -- O O. J J 7.: M .. * FU--, Q. Q-4 . J 2 cn G i 0 • / / /' / *illl► `\\ 1u w - ^ B O ° 2 N f LO 1 W Q W • - S W & W LL W O ti � a _ W u Drawn by: TG, 10 -22 -01 SEALE] NP SCAL E D NIA AS -001 s r , E E T NIl 7 0 F 8 • • • L -- Latin —� --� 0.175 - r TRACK (PART 0 AS1000) ALUMINUM ALLOY 5006 T5 A-47 R D-RING CARRIERS (AS -5214) SPPJNG CLIPS (H -5100) 3/8" KEYHOLE CUPS (AS9138) 112" KEYHOLE CLIPS (A59112) 5116" TAPCONS (F1 318" TAPCONS (FT1538) 1/2" TAPCONS (F1 3/8" LAG ANCHOR (AS9038S) 3/8" BOLT (915385) 11;2" LAG ANCHOR 'AS91125) 1,3' BOLL (81.51025) 375 DIA rer MAGES ARE REFRESENTATNE AND NOT TO SCALE N 1 � — `C 1750 BRACKET (PARTS AST -1100) AL utiit4 Au.ar aaa a7"50 • • • •• • 003 ( ARMOR SCREEN CORPC;ATICHd I • • •• • •• •• REVISIONS Novcrilaer n. - ? . 0113 O r tb i' • • •• • o • • • • • • •• •• •• •. • ••• • • • • •• • • • • • ... � •. . • .rte � tL "Li � y � o Q o: �I`� '1 " " .14 , 1 /i1)10 \\ ' vv` 0 Clan 7v. .0 -22 -" SCALE, n :TALE VG Kt. AS -Gm SKEET ,NU. 5 5 0 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE C FN 2006R0916076 POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION OR Bk 24 47 Ps 3557; (1 p s RECORDED 08/23/2006 11 :28:30 . -, ,, HARVEY RUVINr CLERK. OF COURT TAX FOLIO NO. - `>�`�6 ��� - �� y i1IANI -DACE CDUHTYr FLORIDA LAST PATE cement. and street/address: h \ l>\ NI ` CIA -,--\-(;:,' \ -(,S �,t._ M t- C \ A Pit- lo -- 1.-:.> „� Z' w , -i v 04. 2 � - PERMIT NO. 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 Ch apter 713, Florida Statutes, the following information is provided in this Notice of Commen 1. Legal description of property 2. Description of improvement: AUK 2 3 ZCCL 3. Owner(s) name and address: Interest in property: ' tk 7 N CL- •? 1 �.t Name and address of fee simple titleholder. 4. Contractor's name and address: C.til� �:�!'a�c M4�>✓ - 2.10\ Nu 1 �Ta LT 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 Notice of Commencement: (the ex ate is spec. Signature of Ow Print Owner's Name t z2 c' 1 qF Sworn to and subscribed before me this 23 day of H 6n-G ft Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 8/12 r s ' Sp,vl ✓ l (p I Z009 HAMID RAMZAN e of Flerida My comm. expires May 16. 2009 No. OD 430192 20 OF-,. Prepared by 1 1 111111111111 11111 recording unless a ss: l �` � ( ,i ? ? ^ E � 4/7-J ] J i ( dicta. z R.VIL (' /1 o r� 1,