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WS-06-2078
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 04/09/2007 Inspector: Rodriguez, Jorge Owner: MARTINEZ - ARIZALA, ALBERTO Job Address: 1238 96 Street NE Miami Shores Village, FL Project: <NONE> Block: Contractor: CHS HOME MAINTENANCE SERVICE OF BOCA RATON Permit Type: Windows/Shutters Inspection Type: Final Shutters Work Classification: Shutters Phone Number (305)751 -3853 Parcel Number 1132060143920 Lot: Phone: O - Building Department Comments HURRICANE PROTECTION ARMOR SCREEN APR 1 0 2007 �, Passed Inspector Comments CREATED AS REINSPECTION porch set in the base of the column, 2) Rear anchors that leaves an opening per the NOA the 3) Details in the opening, not on the Openings on the FOR INSP-36390. 1) Anchor in front keystone is loose, need to be installed at the concrete west side. underneath the beam at patio roof are mounted in a way between the beam and the top of the screen . As anchors should be on the outside of the beam . NOA show the anchors on the exterior of the wall inside. east side of the house. 1/4/07 CG. Failed j- ' Correction Needed d' \i lam° y9 j'% ' /- ' , , ,, Re- Inspection Fee ($7 No Additional Inspections can be scheduled re- inspection fee is paid. ,'/ :7 �,�0,, . - , �'atti / _ ,,l� , J ion �V� �® 7 yyyyyy A until Friday, April 6, 2007 oq/ 7 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Y\ \. \OCAS aka, 11 4,011%:‘,r PERMIT APPLICATION FBC 2004 Permit Type (circle): � gC�F�II7M AUG 0 8 2006 BY.«� Permit No. Master Permit No. Electrical (,, Plumbing Mechanical Roofing Owner's Name (Fee Simple Titlehglder) 4' L 3 f /V' 11 (11 Phone # 3 0 S 3-5-1 3f6-3 Own i Address l a 3 City C1 111 'i i �0 �(Q,s State 1L Tenant/Lessee Name Zip 331 3� Phone # Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES 1o_3e Na q � s- County Miami -Dade Zip NO Contractor's Company Name C n 5 14Drn L ha; vt k n C vt C f Phone # b0 Zip Phone # Contractor's Address C( 01 W14 3 3 r S Y tor QUO City e p c r � State .PL Qualifier Name I Lv,V \A C% State Certificate or Registration No. Certificate of Competency No. 561 Lao A'dl-1 5-6k 'l 1'O s r}\ ►I Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: Describe Work: Addition teration P vy kc_ 1' Phone # Square / Linear Footage Of Work: Repair/f),1 place Demolition � c V\ * * * * * * * * * ** * *, * *, * ***** * *** * * * * * * * * *** Fees******** * **** *** * *** * * ** * * * ** * * * * *** Submittal Fee $ Permit Fee $ `C/ CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ COICC Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 5 4Z, 6 S See Reverse side -, AFDC 2 PAID 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 Owner or Agent The foregoing instrument was acknowledged before me this day of ,20by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Signature Contractor The foregoing instrument was acknowledged before me this day of ,20 ,by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ** *, rya * *, *, * * ** * * *, * * *** * * * * * * * *, * *, *, * *, * * *, *,r * *** * * * * *, *, * * * * ** * *, * * * * * **** * * * *** * **** *** * * ** APPLICATION APPROVED BY: (Revised 02/08/06) g/z * * * * * * ** Plans Examiner V Engineer Zoning Miami Shores Village Building Department f0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit No. Master Permit No. Permit Type (circle): Building Electrical Plumbing ane Mechanical Roofing Owner's Name (Fee Simple Titleholder) /) 16 crf v /f/l weed t -I/lf fil # J(5 " 1'5/x"3853 Owner's Address l el 3' N• E. 96 ip City, 44/.� /i/i SAae. State Fl zip i3/38 Tenant/Lessee Name Phone # Job Address (where the work is being done) I Z3, 3 4/E• • 9 -3/- City Monti Shores Village County Miami -lade Zip 33 /..?g Is Building Historically Designated YES NO Contractor's Company Name e.. Its Vveb`c�L h kW, T . Seh,v, Phone # n / 4/70- P? % / Contractor's Address / G / /VGW 3 8? , #A? ©OD City `-.?o rn pc r) o 73e4cJ state F A zip 33 of 9 Qualifier Architect/Engineer's Name (if applicable) $ Value of Work For this Permit ' Phone # Square Footage Of Work: Type of Work: ['Addition Alteration [New ❑ Repair/Replace ❑ Demolition Describe Work: fsJ / / Cane / rr 1e c/ /®ri -- A r m e r- c r' ee 0 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) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) /1/,/ 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, BEATERS, 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 lion fee will be charged Signature Owner or Agent The far Ding instrument was acknowl day of MA by AA before me thisr- Signature 767 The foregoing instrument was acknowledged before me this L' day of Peee4bev, 20 t1 ; by eiri /14 1/ who is personally known to me , who has produced who is personally known tome or who has produced - . ., icati., :,, . , 1 o did take an oath. as identification and who did take an oath X01, r 1 NOTARY PUBLIC: 1 ML f f� Sign: 1V % g2— MY. T Print: / en L( el / <r15 My Commission Exp' - My Commission Expires: ,:,Q Expires: Oct 03, 200 Y r�1r *,r,r * * *Af #+t�ir #,t *,r *eY° 8 r+r **** 1 Ai' iir************* **** * **** *** * *a,r,t**** * ** * **** "41/ 10 Atlantic Bondi 1. j 'eir� sate of Competency Holder) v/3/0 i State Certificate or Registration No. Certificate of Competency No. ' NOTARY PUBLIC: Sign: Print Commission #DD 15 MEpY A. Mien 1,02081 Mt111116 140 0100)024254; ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: chc 10/14/03 Plans Examiner Engineer Zoning Miami Shores Village Building Department 1.0050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date BUILDING CRITIQUE SHEET a‘-tAa Z2e-e5/6" (Q(Q- 2'7 Z/3 <<I/ a . ) tS''3`'101 X )1/41-#D Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 I 11 1111 1 1111 11111 11111 1 1111 11 111 11111 1111 1111 NOTICE OF COMMENCEMENT c :FN 211106R09207 17 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTIONOR 8k 24851 F's 1293i (1 r s RECORDED R UVINP4CLERY. uF cuURi PERMIT NO. TAX FOLIO NO. 11` 3206 - 00k-- %,. i1IAllI -C'ADE COUNTY v FLORIDA LAST PAGE 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: 1A-7- 'Rt% 1 s \o 2. Description of improvement: e�7,e- f, 3. Owners) name and address: kee,ei rb A,Adir e4,nej- //rfg4 / /238 tV F. 9e,* S :4 oR / fG .x3/ 28 Interest in property: Name and address of fee simple ti eholder,. A /6erro ?tr,rn'j- ,ff,`' (� 2 �✓ 4. Contctor's n = e and address: s'F N�' ` /` / >UC6%Gc�y 2 )c /2 i 77 (7' C7T- .2660 �i , - -„ S � 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 Lignor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is spec Signature of Owner Print Owner's Name I4f /'fib Y/('3 -1/./344 . Prepared by i1le() Sworn to and subscribed before me this %T day of -Per, rh 4e r , 20 DS- 1 Address: / C / Notary Public: --e9 - ,�% r 1 ` &CO c9 Print Notary's Name: My comet' w Ono SmesIDMIMM •�an.N.Ni.. o e1M . a //ri33Sr e:, 33t(or,' NT4TL OP: F`LGF IUA, COUNTY OF DADE ',;- 'r° l hEREBY CERTIFY that this is a tru opy of the . day og on net filed in tl s office on U50 ,ADsoO IN/ TRESS my hand and Olicial Seal. C'i 1.9VlN, CLE 'v of ounty Cowls ICE www.yhenglneering.com Youssef Hachem Consulting Engineering - (6019001 MAR 1 2 200 V�f SC6-2O1 87E' ins t i i,Flarida 33173 Phone: (305) 273 -YHCE Fax: (305) 270 -8206 Inspection Worksheet Reply Date: January 26, 2007 Owner: Martinez - Arizala, Alberto Jurisdiction: Miami Shores Village Address: 1238 96 Street NE Miami Shores Village, Florida Item 1: Corrected at site Item 2: The NOA does not specify where the anchors are placed. Due to each location uniqueness (at different openings at different sites), the anchors can be mounted at the bottom, inside, or outside of the top support. The details in the NOA are for illustration purposes only. Item 3: The same answer of item 2 applies. Sincerely, \. 144,01 Youssef H. Hache'', Ph.D., RE. FL. Prof Engineer 1� ARMOR SCREEN DEPLOYMENT MAP Alberto Martinez 1238 NE 96 ST Miami Shores, Fl 33138 HURRICANE PROTECTION ••• • • • • • • • • • • • • ••• • S. .• •• • ••• • • • ••• • • • • • • • • • • • • • • • •• •• ••• • • Alberto Martinez 1238 NE 96th St Miami Shores, 33138 Permit Process #: 06 -2078 Screen #1 Screen #2 Screen #3 — Screen #4 Front Door (268 "W x 116.5 "H) — Straight Screen East Patio — (62 "W x 88 "H) — Horizontal Screen (85 "W x 100 "H) — Horizontal Screen — (62 "W x 88 "H) — Horizontal Screen Screen #5 Screen #6 Screen #7 Screen #8 Back Patio — (245"W x 94"H) - — (221"W x 81"H) - - (237 "W x 81 "H) — — (187 "W x 93 "H) — Screen #9 — Straight Screen Straight Screen Straight Screen Straight Screen Slider Door (115'W x 76 "H) — Horizontal Screen Rear Garage Doors Screen #10 — (53 "W x 87.5 "H) - Angled Screen Screen #11 — (68 "W x 85.5 "H) — Angled Screen Each opening protected individually. ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7 PER SECTION 1609 OF THE 2004 FLORIDA BUILDING CODE ROOF PITCH IS GREATER THAN 2 "/12" OR >= 10 DEGREES PROJECT NAME: Alberto nez ADDRESS CITY /STATE CLADDING TYPE: iami Sho R F EN+ COMPONENTS AND CLADDING OF WALLS BASIC WIND SPEED(MPH) 146 EXPOSURE C IMPORTANCE FACTOR 1.00 MEAN ROOF HEIGHT 22 TOP OF WINDOW OR SHUTTER HEIGHT 10 WIND DIRECTIONALITY FACTOR (Kd) 0.85 Twan rote et1.on! ENCLOSED'BUILDING GCpi SF= >< =100 SF 100 F => =200 SF 200 F- 0 POSITIVE PRESSURE (ZONE 4 +5) 36.0 34.7 31.8 NEGATIVE PRESSURE (INTERIOR ZONE 4) -46.7 -45.2 -41.8 NEGATIVE PRESSURE (END ZONE 5) -53.6 -47.4 -41.8 PART Y ENCLOSED BUILDING GCp POSITIVE PRESSURE ( ZONE 4 +5) 49.4 SF F=> <=21 48.1 F; 200 SF = ><= 45.2 F NEGATIVE PRESSURE (INTERIOR ZONE 4) NEGATIVE PRESSURE (END ZONE 5) •: • • •• ••• •• . ,'69.4 • • • • .°: • • • • - • • • • • • • • • • • • • • •• • • • • •• • • • • • ••• • • . • • • • - 61.0 -57.6 - 63.2 -57.6 • • • • • • • • • • • • • • • • • • • •.• • • • • .•• • • • • • • • • • • • • • ••• • • • • • • • • • • • •• • •• • 00 00 • • DESIGN LOADS PER ASCE 7 USE ONLY FOR 50 TO 500 SF BASIC WIND SPEED EXPOSURE B or C IMPORTANCE FACTOR 1.0 or 1.15 MEAN ROOF HEIGHT 22 HEIGHT OF TOP OF WINDOW OR SHUTTER WIND DIRECTIONALITY FACTOR 0.8 LII II 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 36.0 -46.7 -53.6 PARTIALLY ENCLOSED 49.4 -62.5 -69.4 BUILDING TYPE AREA 100SF =>< =200SF POSITIVE PRESSURE END & INTERIOR ZONES 4,5 NEGATIVE PRESSURE INTERIOR ZONE 4 NEGATIVE PRESSURE END ZONE 5 ENCLOSED 34.7 -45.2 -47.4 PARTIALLY ENCLOSED 48.1 -61.0 -63.2 BUILDING TYPE AREA 200SF =0.0.500SF POSITIVE PRESSURE END & INTERIOR ZONES 4,5 NEGATIVE PRESSURE INTERIOR ZONE 4 NEGATIVE PRESSURE END ZONE 5 ENCLOSED 31.8 -41.8 -41.8 PARTIALLY ENCLOSED 45.2 -57.6 -57.6 BUILDING TYPE AREA 50 SF>,==< 100 SF TJ POSITIVE PRESSURE END & INTERIOR ZONES 4,5 NEGATIVE PRESSURE INTERIOR ZONE 4 ITCH}" NEGATIVE PRESSURE END ZONE 5 ENCLOSED 33.0 -42.9 -49.0 PARTIALLY ENCLOSED 46.4 -58.6 -64.8 BUILDING TYPE AREA 100SF =x=200SF POSITIVE PRESSURE END & INTERIOR ZONES 4,5 NEGATIVE PRESSURE INTERIOR ZONE 4 NEGATIVE PRESSURE END ZONE 5 ENCLOSED 31.9 -41.5 -43.4 PARTIALLY ENCLOSED 45.3 -57.3 -59.2 BUILDING TYPE AREA 200SFw< =S00SF POSITIVE PRESSURE END & INTERIOR ZONES 4,5 NEGATIVE PRESSURE INTERIOR ZONE 4 NEGATIVE PRESSURE END ZONE 5 ENCLOSED 29.3 -38.4 -38.4 PARTIALLY ENCLOSED 42.7 -54.2 -54.2 ROOF PITCH >= 2112 ANGLE >. 10 DEGREES MRH= MEAN ROOF HEIGHT ROOF PITCH <= 2112 ANGLE < -10 DEGREES •• ••• • • • • • •• • • • • • • • • • • • •• • • • • • • • • • • ••• • • • • • • • • • • • •• • • • • • • • • • • • • • • • ••• • •5 • • • • • • • • • • • • • • • • • • • • • • • • •• • ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • ••• 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. ••• • • • • ••• • • • • • • • • • •• •• • • If twrica ctiof1 Licensed by Robinsnest Software, sole owner of this software product 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: Albert nE ADDRESS 1238 NE 96 ST CITY /STATE CLADDING TYPE: ARMOR SCREEN' COMPONENTS AND CLADDING OF WALLS BASIC WIND SPEED(MPH) 146 EXPOSURE C IMPORTANCE FACTOR 1.00 MEAN ROOF HEIGHT 22 TOP OF WINDOW OR SHUTTER HEIGHT 10 WIND DIRECTIONALITY FACTOR (Kd) 0.85 ote tin! ENCLOSED BUILDING GCpi 0 SF SF = >< 20 SE 20 SF = >< 50 SF POSITIVE PRESSURE (ZONE 4 +5) 42.7 40.3 37.7 NEGATIVE PRESSURE (INTERIOR ZONE 4) -54.6 -52.5 -48.2 NEGATIVE PRESSURE (END ZONE 5) -67.4 -61.7 -55.5 PART INCLOSED BUILDING GCpI= POSITIVE PRESSURE ( ZONE 4 +5) 56.0 53.7 51.1 NEGATIVE PRESSURE (INTERIOR ZONE 4) •• ••• NEGATIVE PRESSURE (END ZONE 5) : .; -70.4 - • • ••• •. ••• •• • =83.2 • •. -- • . • •• -68.3 -64.0 -77.5 -71.3 • • • • • • • •.•• ... •••• • • • • • • • • • • • • • • • • • • •• • • •• • ••• • • • • • • • • • • • • • •• •• • • ••• • • • •• • • • • • • • • • ••• • • • • • • • • • •• •• • • 8/2/2006 DESIGN LOADS PER ASCE 7 USE ONLY FOR 0 TO 50 SF BASIC WIND SPEED 146 EXPOSURE B or C IMPORTANCE FACTOR 1.0 or 1.15 MEAN ROOF HEIGHT HEIGHT OF TOP OF WINDOW OR SHUTTER WIND DIRECTIONALITY FACTOR (Kd) .8i Ll BUILDING TYPE AREA <=10SF POSITIVE PRESSURE END & INTERIOR ZONES 4,5 NEGATIVE PRESSURE INTERIOR ZONE 4 NEGATIVE PRESSURE END ZONE 5 ENCLOSED 42.7 -54.6 -67.4 PARTIALLY ENCLOSED 56.0 -70.4 -83.2 BUILDING TYPE AREAIOSF = > < =20SF POSITIVE PRESSURE END & INTERIOR ZONES 4,5 NEGATIVE PRESSURE INTERIOR ZONE 4 NEGATIVE PRESSURE END ZONE 5 ENCLOSED 40.3 -52.5 -61.7 PARTIALLY ENCLOSED 53.7 -68.3 -77.5 BUILDING TYPE AREA 20SF=><=50SF POSITIVE PRESSURE END & INTERIOR ZONES 4,5 NEGATIVE PRESSURE INTERIOR ZONE 4 NEGATIVE PRESSURE END ZONE 5 ENCLOSED 37.7 -48.2 -55.5 PARTIALLY ENCLOSED 51.1 -64.0 -71.3 MOOSUIelk BUILDING TYPE AREA <= 10 SF iS r= 60' TAIL AND ROOy, I ANGL , 0.0g, I POSITIVE PRESSURE NEGATIVE PRESSURE END & INTERIOR ZONES 4,5 INTERIOR ZONE 4 {'2JTGH): NEGATIVE PRESSURE END ZONE 5 ENCLOSED 39.0 -49.9 -61.5 PARTIALLY ENCLOSED 52.4 -65.7 -77.3 BUILDING TYPE AREA 10SF = ><=20SF POSITIVE PRESSURE END & INTERIOR ZONES 4,5 NEGATIVE PRESSURE INTERIOR ZONE 4 NEGATIVE PRESSURE END ZONE 5 ENCLOSED 37.0 -48.0 -56.3 PARTIALLY ENCLOSED 50.3 -63.8 -72.1 BUILDING TYPE AREA 20SF=>< =50SF POSITIVE PRESSURE END & INTERIOR ZONES 4,5 NEGATIVE PRESSURE INTERIOR ZONE 4 NEGATIVE PRESSURE END ZONE 5 ENCLOSED 34.6 -44.2 -50.7 PARTIALLY ENCLOSED 48.0 -60.0 -66.5 •• ••• • • • • • • • • • • • • •• • • • • • • • • • ROOF PITCH >= 2112 ANGLE >=, 10 DEGREES MRH= MEAN ROOF HEIGHT ROOF PITCH w 2112 ANGLE w 10 DEGREES • • • •• ••• •• • • • • • ••• • • • • • ••• • • • • • • • • • •• •• • ••• • • • • ••• • • • • • • • • • •• •• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • MRH 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 a/ \a Licensed by Robinsnest Software, sole owner of this software product MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCC° PRODUCT CONTikOL DIVISION NOTICE OF ACCEPTANCE 0 ) Armor Screen Corporation 2001-A North Congress Ave. Riviera Beach, FL 33404 S coPE: This NOA is being issued under the applicable The documentation submitted has been review by the Board of Rules and Appeals (BORA) to I the Authority Having jurisdiction (AHJ). This NOA shall not be valid after the expire. on date stated Division (In Miami Dade County) and/or the 1-13 (in are-as have this product or material tested, for quality assurance purp the accepted manner, the manufacturer will iricxr the expen revoke., modify, or suspend the use of such product or material to revoke this acceptance, if it is determined by iami-Dade C material fails to meet the requirements of the ap licahle bulletin This product is approved as described herein, a13 has been clesi Zone of the Florida Building Code. DESCRIPTION: "Armor Screen Series 20 W Up- zing MTLAIVEL-DADR COUNTY, FLORIDA FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 as and regula ons governing the use of construction materials. by Miami-Da e County Product Control Division and accepted c used in Mia Dade County and other areas where allowed by APPROVAL DOCIJNEENT: Drawing No. AS Impact Protection System", sheets 1 through 8 a revision dated November 25, 2003, bearing the Notice. of Acceptance number and expiration dal MISSILE IMPACT RATING; Large and S LA.BELING: Bach screen shall bear a permane.t label with di anufacturer's name or logo, city, state and the following statement: "Miami-Dade County Prod et Control Ap °lied", unless otherwise noted herein. RENEWAL of this NOA shall be considered a:1.cl a renewal a lication has been filed and there has been no change in the applicable building code negativel affecting the. rformance of this product. TERMINATION of this NOA will occur after le expiration d re or if there has been a revision or change the materials, use, andlor manufacture of the produc or process. Mi use of this NOA as an endorsement of any product, for sales, advertising or any other purpo es shall autom iically terminate this NOA. Failure to comply with any section of this NOA shall be cause for airmination and emoval of NOA. ADVERTISEMENT: The NOA number preceded by the wo. Miami-Dade County, Florida, and followed by thc expiration date may be displayed in advertising literature. 1 any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be. provided to he user by the manufacturer or its distributors and shall be available for inspection at the job site at the request f the Building Official. This.NOA revises NOA # 03-0108,04 and consists of this page , evidence submitted page(s) as well as approval document mentioned above. The submitted documentation was reviewed by I elm' A. Mak. , ' Fieldbie Win 001, titled " 8, prepared, s' iv:RA-Dade Co by the Miami iali Missile low, The Miami-Dade County Product Control er than Miami Dade County) reserve the right to ses. If this product or material fails hi titftrin in of such testing and tlio• AHJ may irfclbtliately • within their jurisdiction. WAreser-0e are,,right .: . linty Product Control DiviPinstbat thisl31oMuct or •••° code. •••••• • • •••••• • •••• •••• • • • pad to comply with the. legibsVeTocity litlfitane •••• • • • •• •• Abatement System • •••••• • • • • or Screen Series 2000 Plekibre 1/ind 41sar.t.frunit/ ad and sealed by Thoma*M.. Y.Vaher, r!C • last • nty Product Control Revisiting staImp w iN tile Dade County Product Control Division. • • • set • • a 3' NOA No 03-1204.01 Expiration Date: 01/07/2008 Approval Dace: 12r2.5/2003 Page. 3 • • • • • GENERAL NOTES: This wind abatement/impact protection system is designed and tested to comply with the high velocity hurricane zone of the 2001 Florida Buiidxg Code. Armor Screen is a flexible wind abatement and impact protection system utilizing a woven monofiiament geotexti1e that futtills the 2301 Florida Building Code requirement for opening protection. Geosynthetic hurricane screen: The hurricane screen shall be produced from a polypropylene, woven monofrlement 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 monofilement geotextile fabric shall have the following minimum average roil values: Grab Tensile Strength (ASTM 04632) 425 x 325 LBS Puncture Strength (ASTM D4833) 130 LBS Mullen Burst (ASTM ©3766) 675 PSI Trapezoidal Tear (ASTM 04533) 150 x 125 LBS Wei° V idth Tensile Strength (ASTM D4595) 225 x 205 LBSI1N Nide Width Elongation (ASTM D4595) 2Zx 21 % Apparent Opening Size 30 LIS 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 . doest_pratacted_opten ±n,� e4 a 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" ALL GEQSYNTHErIC 1-1LIRMANE SCREEN ASSE1,1$LY INSTALLATION DETAILS DEPICTED 'WITHIN THESE DRAVING.S ARE TYPICAL FOR THE INSTtLLATIDN OF THIS WIND ABATEMENT AND IMPACT PROTECTION SYSTEM UNLY, ALL OTHER BUIU]INu COli1PONENTS SHOWN HEREIN ARE DEPICT P GLrNSTRUCTET BY THE SCREEN COMPANY, • • • • • • 3 6 © p c 2108 S.E. 14th ierrer _ u!d lh, FL 3 �...) 3 .;J PRODUCT: ARMOR Sena-1352E9 MO t511014):-Me F (561)4- -i 2 . _ n • a •• • • • • • • ••. • Mk§octftwitoti • • • • Pf Examples o N picot installations S T RATGHT BALCD STORM BAR ANGLED INVERTED 'WINDOW RFHTIFIVC Ti i SCALY 8s4*c4sR•,4r�;.. • mss. • T FIC .A. , ; • � • • • • a • ::l.°. •. .,.e • a • It ROOi3L i' REVISED camphyin wilt the rests *at din Cade Acceptance Nu Lx.piratiou Ds bivIsiun 4 In C Table 1 _clean in feel( 6' 6' Anchor Spacing Anchor Choic4 i5ert•ction in *riches deli 1' 0/C 2' 0/C n Premiu m," 85 5.5" 67" 6,7" I A' 8,6" '" Li' 1 8.5- 1_.._a_ _1 $.5" _'10' i 16„ :10' M 16" 10' 16" 1 n. ?1' • 12' 21" 14' ! 3a" 14' 30" w 14' 30" 14' 1 36" 16' 39" 16' 16' .20' 24' 36" 39" 33" 38" 41" 4.6.00 130 130 92.76 *136 85 36 90 130 65 115 58 60.75 34 130 90 130 85 94.75 47 130 90 130 85 120 60 01.75 35 130 t3 n , 130 65 120 60 64,7 32 130 75 1 3t) 66 110 56 sn 3.1,20 6a.t30 29.00 24.00. 3144 itoon ay" X 4" ye- bolt 1R" 0 n , •" 1/2" Don )t X X X X l EVISIONS 0CToa5 22, 2138( A44%27,2003 -- . 0 A •••• • • • • • • • •• • • • •• 000000 • 1111 • • o ttl ;tJ//rf•••• • !.• • • • • ^ .• • •• ��.•• ••• • c. ONCr';ETE. " Table is intend6Cd for cirrlp "in and LOT anchors in WOOD: Lac'1 anchoring (incl. LOT) into v./nod as follows Column 1': 3/8" thread, 1.75" penetration into SYP (0.55 s{1) Column 2'' 3/8" thread, 3.1" penetration into SYP Column ti> 1/2" weal, 3,0" penetration into SY? Column 47 1/2" thread, 3.7" penetration into SYP EARTH. 5pccifier3 earth anchor may be used with any of table c( r:rtes. HOLLOW 6t,O0K: Column 1 ", approved epoxy encnorrng system r 3/0"8, 1/2" thre.a NOTE: "" 063100 pressure'. may be incre-aaedJay 5% for negative lc tl<ts TRACK SYSTEM: Table appth;s to tract< syste,,m, anchored with tw Mil" fasteners porr-leet,as follows; • into 00110W bock, min. 1 1/4" embed can be installed as in cot rtrtn 1' info concrete, min. 1 3 /4" embed can be installed) as in colut11rl f13° into concrete, min. 2" embe0 can he installed as In column 4' - into wood (SYP. so. 0 55), min. 1" embed can be installed as i Info aaood (,SYP. S,3. 0.55), min. 2" embed installed as In onto n 3' NOTES: ,tom her 'o7rcttlai-. varies rnversety with pressure and is 3uI eCt 10 rat. i'nitl nnalysi s_ Ll1aa;.1s measured anchor to anchor. ggfjiwhari, is minimum glass separation measured at rnid »span of sd s'r1. ANCHOR SPCCiFICAT)ON, Part numbers. 3i8" Lag Anchor (AS66038S) 1/2" Lag Anchor (AS9012S) T3p000 5/16 ", 3/8", and 1/2" LOT can anchor' i ibur-h wood d cnr�iereta Or oo••if1 Anchor 3;fI' Steel Drop -in ancnor if1 3000 PSI (min.) c r crots, 1 5.18 "'4tiIY1. embsdrt}anl (1- 13038g: } 1r2" Steel Drop -•in Anchor in 5000 Pal (min.) c r mie'2" min embedment lH30125) Earth Anchor Proprietary System: S18biil2ec1 1/2" x 30" stlafl) v'l1l1 1" fP.lir Wonting toad 3150 L. (E7912P) Soil Class 3 (rneoiram dense coarse sand) c.�., car tD I5400 ficaca umbrefle insens arm crxF'f: mt"I.. ,rr', /'-? Drnrm b{: 70,1e-22-01 Serkt.g C Sc,L 7r- • • • .•.••• ••1••• • • • •••••• • • • • REVISIONS VA A R SUPPIIIMAS d AONN� nes tRISSS 6LMICET PLA OCTOBER 22, 2001 AltguSt 27, 2003 a- cr 1)7 SEE TABLE i 1111111Y. vier /f ALTERNATE ANCHORING LAG, TURNED EYE OR PLAIN LOT TRACK REMOVEASLELAG (A830128. M 03SS) INSTALLED VERTICAL. ONLY INTO THE TR J58 MEMBER WITH 314" MIX. EDGE DISTANCE. • • • •• • ••• • • • •••• • •• • • • • •• • • • • •••• • •••• • • • • » •••• ••••• • • ••• • • FIWTE •• • S S • • • • • 3/8' or 1 /2 EYE or 601,T and OROP IN ANCHORS SEE TABLE 1 jOR TRACK] caNctc nanIkt ALTER N INSTA AT EXT SCREEN CORPORATION ?SI AS -0031 SET M3QFE STORM BAR 'REVISIONS SPAN 4' 5' 6' 8' 8. 9" MAX. PSF 135 86 60 135 SO E FL>*CT1ON 5,5" e.1" 5J' ' 8.5' 16" SYP 2 "x6" X It X ALUM. TUBE X 2"'x€03(1/8" SYP 4"x8" x - DEFLECTION; ACHIEVED BY ONE OR MORE STORM BARS AND MAY BE INCREASED WITH BLOCKING • - ALUM. TUBE TO BE TYPE 6061 -T13 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 OGra:0122, 2001 AupuetV,2003 25, 2003 ,1%, 10,1080.01 1.I'Y+1M':f?4 ALTERNATE AdtGHOr� POINTS • • • • • . • •• • •• • •• • •••• •• • • • • •• • • •••• • •••• •••• • • • di • • • • • •••• dt•• )••'.71 .. hAb .)...•-• • • `•••• •••• ,,, • • AR RATION AI�ON - tit F�fr�lEIliiwN PORCH INSTALLATION REMQVABLE f YE PAVLi WITH R INSTALL STABH.12ER IT} t •ABILt"/FR 80 SQ. IN "' Ir'r1 "11N n =n -tl r R. R 11=-1=11- a.. SL-,41-41 • tlItt�Iuffiy it1111 111" TNT) EARTH EARTH ANCHOR, $" DIM. HELIX HORIZONTALLY STABILZED 1e^ n r 41 •TAm, r 1 2003(C71iRM17R AC:RFFWexam-a411nm 1 Drew by: TL3. I 04!m SCALE' IQ SCALE nvr am Ae —(1111 REVISION :: OCTOI3ER 22t200 Augaset 27, 2003 Nmramber 25, TA WINCE tNZAMAT MID CAP' HAN BALC! ANCH R INSTALLATION • • • • FAIN AT LEAST MN. • • DISTANCE AND FULL • Ty SPACING FRCtt ••.•• Ali-. AHCIIEIRS NY SCREEN •••• ••• gg'I ••••.• \‘` `Y, • •.•• • • •••• III •••r,•• • P • • • • • • • •• • • ••••• • - — •.•Ate..• ••••• •`,t01•41111 fill • • a e'••• r;t : z d • • • f f'rrtRliit " •• S •••• • • • -U 3000 PSI CONC STRUCTURAL MEMBER • ••• C0NI' R Tt O+ti•1•M91 i HiN TABLE AfuGE eN CIF SRASU1 AT t7IA—SfiA C AN WIN SCD ON SIDES ANTI Llhl ORED AT LOWER" CORN 1 S DOW SCREE\ 2003 ARMOR SCREEN CORPOfXAT1ON > • iI Ci if uI •( L,, u+ I. -; It 43 ul tr m I t U,I 94. (h awn by: T G , 40.22 - 0 i SCALE, pin S1rAd_E » ra AS -001 sir rtfl5 OF 2 REVISIONS ?ciobe" , 2001 August V, Mil In MOO W TOP STRAP iETAIL •• •• • • •• •••• ti .. ° • " "" .ref, ••• 0 t •sue c - '. 0 • • • ai $ =' i''.. l/1., ik T t 1V VIP O.. al •4w• is • • •••• • • •••• • • • ••.• • EARTH ANCHOR, 9EE ANCHOR SPECIFICATIONS ON SHEET 2 OF 7, SOIL SHAD. BE MIN. CLASS 5 (MEDIUM DENSE COURSE SANG)). iTT FIBER CSTRAP Tii7ia r:11� F1�ER BAWL BUCKLE W/ STRAP AND TRIGLIDE SEE SECTION 'JIB OF T BOTTOM TRAP DE AIL .. CAT EART ANCHD ) • • • CRS EXTERIOR SL pnnw CT Pin BUCKLE WIIRtGL SEE SECTION "Ss SEE Mont �WEL fa us.R STRAP Wy eR I,aTt d- BOTTOM STRAP DETAIL 6°F) CAT ANCHORAGE INTO C ❑NCRETE WPM CONTOURED AT Nokrut • •• Drawn by: TG,10 -,t? )1 SCALD U SC DWG 1. A:3- U k SHEET 1416 AV 8 200 Q ARMOR REEN CORPORATION • REVISIONS OCTOPER 2 10i i*TV:,; :,1}Si August 27, n , 2453 .M {. ALTERNATE CORNER DETAI 7 KT.2 ? 'rt�f{ if 7�(ftf1111�1 t�f�1IJi iII iltPiL M■M/II !11111 x STRA DETAIL AT NT SCREENS • • • •• • • •••••• • tie • • • • 000000 • PRAM' MIT aut IWT NOTE: SCREENS MAY BE GR©MMETED. TRACK DETAIL • • • •••Nit •• err • ..z..., .4.... • V .3 '•C3 ,O •••� 4 yj.•A•••• "c -- • • •6t o:.'� fo: • 3J2 •,0 �, . INSIDE MOUNT CEILING h!1 WALL MOUNT INSIT3 FLOOR MOUNT CORPORATION Diem by: T G, 10 -22- :1 SCALE) ND SC•r F TING NU- AS-001 sir Nu 7 OF 8 10S0 TW • VON 14triribr In, ZOO:: a -r MICR (PART* AS-1006) ALUARKIM PLLOY 6036-16 • • • • • 0 • •••••• a • •• • •• • *-"ir•• •• • : •••• •••404:: • •, A1 04 •1 •: •0.•M• I i,wt•f i. ,l.1l. .. . , :-„' i.i:• : . • :• • 1 O 0 . ; , • a Nr. IS • ••••• •• ej 1...•••• ots- �" ;I.:. • iZ C's • • I 64 0141 41. ._. 6..: :■ -_- (s. .6•• • .,;x• C ! ‘.! •?1.7 z .. ' .. . . ... " i;k44..!... "Vitilit■‘. c, 0-RING CARRIERS (AS-5214) SPRING CLIPS (11-5100) 318" KEYHOLE CUPS (A59138) 1/2" KEYHOLE CLIPS (A89112) 5/16" TAPCONS (FT1556) 3/8" TAPCONS (FT1538) 112" TAPCONS (FT1512) 3/8" LAG ANCHOR (ASG038S). 3/8" BOLT (B15385) 112" LAG ANCHOR (AS9112S) 1 i2" BOLT (13151025) • IMAGES ARE REPRESENTATIVE ACC NOT TO SOME .V524 TV re 10,"lt"")..:%.:''r`r":7;?"1.• ) orawnily: re.10-2241 scit.D PEI SCALE W6 W. AS—)111 OF I!