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WS-11-1593Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 165665 Permit Number: WS -8 -11 -1593 Scheduled Inspection Date: November 03, 2011 Inspector: Rodriguez, Jorge Owner: RAUP, SUSANNE Job Address: 824 NE 100 Street Miami Shores, FL Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060340050 Phone: (954)792 -4415 Building Department Comments REPLACE 3 IMPACT WINDOWS Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 163898. HOME OWNER IS HOME FOR THE INSPECTION. CONTRACTOR WILL BE THERE BETWEEN 12 -2 Provide photos for the mullian attachment. November 02, 2011 For Inspections please call: (305)762 -4949 Page 8 of 23 Miami Shores Village �°e` Building Department / 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 RECEIVE.; SEP 2 o 2111 0 Permit No. l v6 - 2-11 Master Permit No. E°I 3 Permit Type (circle Building Roofing gyiu p Owner's Name (Fee Simple Titleholder) 60 SOS\ n 6.1..).A k&b`l Phone # -3 O5 - -159 - 38b-7 Owner's Address g2.� ® City (i \ ck (Yi l State "tL- Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) (&,Li 0-6 l Oc City Miami Shores Village County Miami -Dade ,, Zip �� t c�( o ) FOLIO / PARCEL # ➢ - 62. 0(0- - 00S6 \ V l U I(�'l l �`�1V `l7 \-e..5 sec �1 8 k Is Building Historically Designated YES NO, —6 k ICo9 Contractor's Company Name - NcDo-Ne ,0-1 (GJp° ow) I Phone # Y-i -1C17--Lt L I S Y d L 3 Contractor's Address /0) SLID jO Gt, ,2_ City \ k LL oo C State `1"\- Zip 5-?D''3 \-2_, Q u a l i f i e r Name Lo U Os `fl Q °--V D d'ii 0, S -b u ��? 1 Phone # State Certificate or Registration No. (0 LO 1. c'1 ' Certificate of Competency No. Architect/Engineer's Name (if applicable)`7Okr L. `!k _ ` )3. Del' Q Phone # ij(4' I 1 S2 �J`-14' 0 Value of Work For this Permit $ Type of Work: ❑Addition Describe Work: DAlteration Square / Linear Footage Of Work: ['New epair/Replace ❑ Demolition ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *Fees * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Scanning $ Radon $ DPBR $ CCF $ * * * * * * * * * * * * * * * * ** CO /CC Technology Fee $ Zoning $ Bond $ Code Enforcement $ Double Fee $ A J nw Structural Review. $ Total Fee Now Due $ • r r ) •, 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 A} FI)AVIT: 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 two awn/44s f? Owner or Agent The foregoing instrument was acknowledged before me this i day of z, ,20 ,by 3c o(, who is personally known to me or who has produced As identificatio; nd who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Contractor The foregoing instrument was acknowledged before me this 1,9 day of D-2 J , 201 , by coi,2_ 3.)) n , who is personally known to me or who has produced as identification an ho did take an oath. APPLICATION APPROVED BY: (Revised 07/10/07) ss NOTARY PUBLIC: Sign: Print: My Commission * * * * * * * * ** Plans Examiner Engineer Zoning 429- LA 1140- Permit No: 11 -1593 Job Name: September 21, 2011 Miami Shores Viiiage Building Department Building Critique Sheet Revision 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) The plan is designed under the wrong wind speed. Dade County is 146 mph Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 — 954 - 831 -4000 VALID OCTOBER 1, 2011 THROUGH SEPTEMBER 30, 2012 DBA: Business Name: FLORIDA HOME IMPROVEMENT ASSOCIATES INC Owner Name: WAYNE T BURNETT Business Location: 4060 SW 30 AVE FT LAUDERDALE Business Phone: 954-792-4415 Rooms Seats Employees 2 Receipt #:180 -7204 Business Type:G��' CONTRACTOR (G CONTRACTOR (HOME IMPRV)) Business Opened:ol /o1/2006 State /County /Cert/Reg:CGC0 618 9 0 Exemption Code :NONEXEMPT Machines Professionals Number of Machines: For Vending Business Only Tax Amount Transfer Fee NSF Fee Penalty Prior Years + r Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT WHEN VALIDATED Mailing Address: WAYNE T BURNETT 4060 -4070 SW 30 AVE HOLLYWOOD, FL 33312 This tax is levied for the privilege of doing business within Broward County and is non - regulatory in nature. You must meet all County and/or Municipality planning and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. 2011 - 2012 Receipt #13B -10- 00005803 Paid 07/19/2011 27.00 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 — lA 1 — U INSPECTION'S PHONE NUMBE R (305) 762.4949 2.4949 Tel: (305) 795.2204 Fax: (305) 756.8972 l l B DING Permit No. Y11\ S E I f 03t PE I APPLICATION Master Permit No. 01M7Eirl AUG 3 0 2011 Y: •r..•...•••••••••••••• FBC 20 Permit Type: UILDING) ROOFING OWNER: Name (Fee Simple Titleholder): 5 0 S0° C\ �y m . 6i° P Phone#: Address: 62:-t PE. 1 U o City: OV1 Ct PrI 1 State: :1- 1-- Zip: 3313 Tenant/Lessee Name: Phone#: Email. JOB ADDRESS: b2-1/4"k e 0c7 City: Miami Shores County: Miami Dade Zip: 3-515'6 Folio/Parcel#: Q d- 37-0(p • 03't • ()OS 0 in i Gi cr y y SI(b0( e G e L `) L DT 1 aK. l (mss Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR Company Name: FLORIDA HOME IMPROVEMENT - Phone#: 954.792.4415 a'`1.5 Address: 4070 SW 30TH AVE City: HOLLYWOOD State: FLORIDA zip: 33312 Qualifier Name: WAYNE THOMAS BURNETT Phone#: 954.792.4415 State Certification or Registration #: CGC061890 Certificate of Competency #: Contact Phone#: 954.792.4415 X243 Email Address: Imartinez @fhaproducts.com DESIGNER: Architect /Engineer. (Qa1 rciuC� phone*: CI, 351 0(.0 to Value of Work for this Permit: $ 5 6.—L-/ Square/Linear Footage of Work: Type of Work: °Addition °Alteration °New l air/RePlace °Demolition Description of Work: P P fACa LE -3 1f G *0 &'c* 3 ******** ***** * * ***** * * *** **** *** *** * * ** Fees * *** * * *4r* * * * * * #***** * ***** ***raw * *a**** o•) Submittal Fee $ Permit Fee $ /So . CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 1 tag' ' 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 FT.F,CTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AbtWAVIT: 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. Owner or Agent The foregoing instrument was acknowledged before me this 2— °a. day of 4L)\ , 20 L 9 , by S u t-u- c who is personally known to me or who has produced As identification rand who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Contractor The foregoing instrument was acknowledged before me this2-t) day of ,20%L ,by 4,oC L Q • )0(�% who is personally known to me or who has produced as identificaio and who did take an oath. NOTARY PUBLIC: ign: Print: My Commission Expires: *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY CrY40-- !� Plans Examiner Structural Review (Revised 07 /10/07)(Revised 06 /10/2009)(Revised 3/15/09) ®NAG ooaQ�" �2 e 'k =_' *via tea'` * * * * * * * ** ,lA 8A c7 Zoning Clerk Miami -Dade My Home My Home fan daade. o Show Me: Property information Search By: Select Item Text only tp Property Appraiser Tax Estimator ig Property At oraiserTax Comparison Portability S.O.H. Calculator Summary Detalis• olio No.: �"�": r 142.E ;: 4 NE 100 ST.__. . W RAUP &W SUSANNE 212 4 NE 100 ST MIAMI FL 1 138-2512 Pro perty Information: perry 1100 SINGLE FAMILY RESIDENCE CLUC: 0001 RESrENTIAL- SINGLE FAMILY Beds/Oaths: 212 Floors: 1 Living Units: 1 Atli Sq Footage: 2,393 Lot Size: 8,850 SQ FT Year Built: 1953 5106,718 MIAMI SHORES SEC 8 40991 Description: PS 14-33 LOT8& W112 LOT 7 BLK 169 LOT SIZE 75.000 X 118 OR $50,0001 00000 - 0000 0872 00 Assessment Information: ��i��T�.�{� 'S'.'iL'�L'll1�t .k.. %: 2010 till , Value: x'71 , Canal 183 828 Taxable Value Int Sale Information: 000 Page 1 of 2 gt Et 64 (4fli ES Aerial Photography -2009 0 112 ft My Homq 1 Property Information 1 Property Taxes I My Neiohlmrhood I Property A hmm011&a2m1MCIN2muqmdmyltkmulmsdaimer , __— tW�.'•E4ai*8.u� -�„ �.. =i iii�i5�ai;�"�ulF.r �X;4."� =-} __ . If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmsster. Web Site ® 2002 Mtaml -Dade County. All rights reserved. http:// gisims2. mi .amidade.gov /myhome/propmap.asp Legend o- Bounce Selected Property Street "VP Highway! Miami -Dade County Water 8/2/2011 2010 2009 Applied AppMd axing Authority: E34..emPftni Taxes tt Value: Value: $50,000/ 550,000/ 5106,718 6102 598 550,000/ $50,0001 5108,718 5102 598 CM550,000/ 5108,718 550,000/ 5102,598 525,000/ 525,000/ 5131.718 5127 598 Sale Information: 000 Page 1 of 2 gt Et 64 (4fli ES Aerial Photography -2009 0 112 ft My Homq 1 Property Information 1 Property Taxes I My Neiohlmrhood I Property A hmm011&a2m1MCIN2muqmdmyltkmulmsdaimer , __— tW�.'•E4ai*8.u� -�„ �.. =i iii�i5�ai;�"�ulF.r �X;4."� =-} __ . If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmsster. Web Site ® 2002 Mtaml -Dade County. All rights reserved. http:// gisims2. mi .amidade.gov /myhome/propmap.asp Legend o- Bounce Selected Property Street "VP Highway! Miami -Dade County Water 8/2/2011 NOTICE O�EE�T A.RECORDED Y POSTED ON THE JOB AT OF INSPECTION PERMIT NO. gw 1 1- \?"%3 TAX FOUO NO.I % • 3204o -03-I - OoSO . STAIR 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 111111 1 1111 1011 11111 11111 11111 1111111111111 CFN 201 1 80582953 OR Bk 27809 Ps 4200i tips) RECORDED 08/31/2011 10:25:37 HARVEY RUVIN, CLERK. OF COURT MIAMI -DADE COUNTY.? FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of property and street/address l • art I ate S sec. $ t &% - l P\ k 1(9 9 2. Description of improvementpdt) V' 3. Owner(s) name and address: Interest in property: *..t fl Name and address of fee simple titleholder. 4. Contractor's name, address and phone number: Firm?!:? Horne-ImprovernentAss= 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. HoU•wood. FL 33312 Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other d may be served as provided by Section 713.13(1)(x)7., Florida Statutes, Name, address and phone number. 4070 SW 30th Ave 8. In addition to himself, Owners designates the following person(s) to receive a copy of th enor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement / (tie expirdlon date Is 1 year from the date of recording unless a different date is spedfled) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT iN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owner(s)or Owner(s)' Authorized Officer/Director/Partner/Manager \.Prepared By aerr.g s e. Oc c—' Prepared By ..alk 014410e-Z-, Print Name 50.1, c nn . rt�o„) a Print Name Rolida Nome4mprovement Assoc. Title/Office - Title/Office 4070 SW 30th Ave STATE OF FLORIDA Maywood, FL33312 COUNTY OF MIAMI -DADE The foregoing instrument acknowledged before me this a(10 day of By . SJ SAY1 r1C ' 1ho. ❑ ndividually, or ❑ as for Personally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION URSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner/Manager who s -.."'B'' '`'`'°a'".s'`'`" Alt Ot- FLORIDA, COUNTY OF DADE 123.0' 3 9/10 l HEkEBY CERTIFY that this Is a true copy of the original filed rip o�cero day of u 20 WITNESS my hand and Official Seal. 2007 LORIDA BUILDING C'.!_ E & ASCE 7 -05 DE LOADS FOR CO Ord ►vS AND CLADDING INTERIOR ZONE 4 PRESSURES.' ZONE 5 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) - L6tle -4 • 10 15 20 Tributary Area (Sq Ft) 40 45 45 25 30 35 0 -15 -50.4 9.2 -48.3 -47.6 -47.1 - 48.6 - 482 -45.9 -53.1 -52.5 +48.5 .2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.8 16 ft -49.8 -49.0 -48.3 -47.7 -47.3 -46.8 -48.5 4821 -54.8 +47.1 +45.9 +45.0 +44,3 +43.7 +43.3 +42.9 +42.5 +42.2 18 ft -52.4 -51.1 -50.2 -49.5 -48.9 -48.4 -48.0 -47.7 -47.3 -57.8 +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.5 +432 20 ft -53.5 -52.2 -51.3 -50.8 -50.0 -49.5 49.1 - 48.7 48.4 51.6 +49.4 +48.1 +47.1 +48.4 +45.8 +45.3 +44.9 +44.5 +44.2 22 ft - 54.6 - 53.3 +50.4 +49.0 -52.4 +48.1 -51.8 +47.4 -51.0 +48.8 -50.5 +46.3 -50.1 +45.8 -49.7 +45.4 -49.4 +45.1 24 ft -55.6 -54.3 -53.3 -52.6 -52.0 -51.5 -51.0 -50.6 -50.3 +51.3 +49.9 +49.0 +48.2 +47.6 +47.1 +48,7 +48.3 +45.9 26 ft - 58.6 -55.2 -54.2 -53.5 - 52.9 -52.3 -51.9 -51.5 -51.1 - 58.7 +522 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +48.7 28 ft -57.5 - 56.1 - 55.1 -54.3 - 53.7 - 53.2 - 52.7 - 52.3 -51.9 - 61.4 +53.0 +51.8 +50.6 +49.8 +49.2 +48.7 +48.2 +47.8 +47.4 30 ft -58.3 -56.9 +53.8 +52.3 -55.9 +51.3 -55.1 +50.6 - 54.5 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 32 ft -59.1 -57.7 +54.5 +53.1 - 56.7 +52.0 -55.9 +51.3 -55.2 +50.6 -54.7 +50.1 -54.2 +49.6 - 53.8 +49.2 -53.4 +48.8 34 ft -59.9 -58.4 +55.2 +53.7 -57.4 +52.7 -58.8 +51.9 - 55.9 +51.3 -55.4 +50.7 -54.9 +50.2 - 54.5 +49.8 -54.1 +49.4 36 ft -60.8 -59.1 +55.9 +54.4 -58.1 +53.3 -57.3 +52.5 -56.8 +51.9 -56.1 +51.3 - 55.8 +50.8 -55.1 +50.4 -54.8 +50.0 38 ft 51.3 -59.8 +55.5 +55.0 -58.7 +54.0 -57.9 +53.1 -57.3 +52.5 -56.7 +51.9 -582 +51.4 -55.8 +51.0 -55.4 +50.6 40 ft -62.0 -60.5 +57.1 +55.6 - 59.4 +54.5 58.6 +53.7 -57.9 +53.0 -57.3 +52.5 -56.8 +52.0 -58.4 +51.5 -58.0 +51.1 42 ft -62.8 -61.1 -60.0 -59.2 -58.5 -57.9 -57.4 -57.0 -56.6 +49.2 +57.7 +56.2 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 44 ft -63.2 - 61.7 +58.3 +56.7 50.8 +55.7 -59.7 +54.8 - 59.1 +54.1 -58.5 +53.5 -58.0 +53.0 -57.5 +52.5 -57.1 +52.2 46 ft 53.8 -82.3 51.2 -80.3 59.8 -59.0 -58.5 -58.1 -57.7 56.8 +51.9 +58.8 +57.3 +582 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 48 ft 54'4 52.8 51.7 - 80.8 50.1 -59.8 -59.0 - 58.6 -58.2 -71.3 +59.4 +57.8 +58.7 +55.8 +55.1 +54.5 +54.0 +53.8 +53.1 50 ft - 84.9 -63.4 +59.9 +58.3 -62.2 +57.2 -61.4 +56.3 -60.7 +55.6 -80.1 +55.0 -59.5 +54.5 -59.1 +54.0 -58.7 +53.8 52 ft -85.5 -63.9 -62.8 -61.9 -61.2 -60.8 -80.0 -59.6 -59.2 44 ft +50.4 +58.8 +57.8 +56.8 +58.1 +55.4 +54.9 +54.5 +54.0 54 ft 55.0 -54.4 +60.8 +59.2 53.3 +58.1 -62.4 +572 51.7 +56.5 51.0 +55.9 -80.5 +55.4 -80.1 +54.9 -59.6 +54.5 58 ft 56.5 -64.9 +51.3 +59.7 53.7 +58.5 -82.9 +57.7 -62.1 +56.9 51.5 +56.3 51.0 +55.8 -80.5 +55.3 -80.1 +54.9 60 ft 57.5 - 65.8 -84.7 -63.8 - 83.0 -62.4 -61.9 -61.4 -61.0 -70.4 +55.0 +822 +60.6 +59.4 +58.5 +57.8 +57.1 +58.8 +58.1 +55.7 8 3 r -o REMARKS DRWN CHKD „ D " .. N PRESSURES (PSF) - Zone 5 10 Tributary Area (Sq Ft) 40 45 50 25 30 35 -:.7 -55.6 -54.6 -53.8 -53.1 -52.5 +, .7 +43.1 +42.7 +42.3 +41.9 +41.8 -58.3 -55.4 -54.8 - 53.9 -532 ., � +44.3 +43.7 +43.3 +42.9 +42.5 +422 -60.3 -58.9 -57.8 -58.8 -55.9 -55.2 -54.5 +48.1 +45.4 +44.8 +44.3 +43.9 +43.8 +432 . -63.5 51.6 -602 -59.0 - 58.1 -57.2 - 58.4 -55.8 +49.4 +48.1 +47.1 +48.4 +45.8 +45.3 +44.9 +44.5 +442 - 67.4 -84.8 -62.9 - 61.4 -60.2 -59.2 -58.4 -57.6 -56.9 +50.4 +49.0 +48.1 +47.4 +46.8 +46.3 +45.8 +45.4 +45.1 -68.7 56.0 -84.1 52.8 - 61.4 -60.3 -59.4 - 58.7 -58.0 +51.3 +49.9 +49.0 +48.2 +47.8 +47.1 +48.7 +46.3 +45.9 -69.8 -67.1 -65.1 -63.8 - 62.4 - 61.4 -60.4 -59.6 -58.9 +522 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +46.7 -70.9 - 882 -66.2 - 64.6 - 63.4 -62.3 - 61.4 -80.8 -59.9 +53.0 +51.6 +50.8 +49.8 +492 +48.7 +48.2 +47.8 +47.4 -72.0 -69.2 -67.1 - 85.6 -84.3 -632 - 82.3 -61.5 -60.7 +53.8 +52.3 +51.3 +50.8 +49.9 +49.4 +48.9 +48.5 +48.1 -73.0 - 70.1 58.1 - 66.5 -65.2 - 84.1 -83.1 52.3 51.8 +54.5 +53.1 +52.0 +51.3 +50.8 +50.1 +49.6 +49.2 +48.8 -73.9 -71.0 -68.9 -67.3 56.0 -64.9 54.0 -63.1 52.4 +55.2 +53.7 +52.7 +51.9 +51.3 +50.7 +50.2 +49.8 +49.4 36 ft -74.8 +55.9 -71.9 +54.4 -69.8 +53.3 -68.1 +52.5 56.8 +51.9 55.7 +51.3 54.7 +50.8 -83.9 +50.4 -63.1 +50.0 38 ft -75.7 +56.5 -72.7 +55.0 - 70.6 +54.0 5 8.9 +53.1 -67.6 +52.5 58 .5 +51.9 55.5 +51.4 -64.6 +51.0 -83.8 +50.6 40 ft 78.5 -73.5 -71.3 -69.7 58.3 572 -662 55.3 -64.5 +57.1 +55.5 +54.5 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1 42 ft -77.3 +57.7 -74.2 +562 -72.1 +55.1 -70.4 +54,3 -69.0 +53.6 -67.9 +53.0 5 6.9 +52.5 -68.0 +52.1 -65.2 -65 +51.7 44 ft -78.0 +58.3 -75.0 +56.7 -72.8 +55.7 - 71.1 +54.8 -69.7 +54.1 -68.5 +53.5 - 87.5 +53.0 -66.6 +52.6 -65.8 +52.2 48 ft -78.8 +58.8 -75.7 +57.3 -73.5 +562 -71.8 +55.3 - 70.4 +54.6 -69.2 +54.0 -68.2 +53.5 57.3 +53.1 -86.5 +52.7 45 ft -79.5 +59.4 -78.3 +57.8 -74.1 +56.7 -72.4 +55.8 -71.0 +55.1 -69.8 +54.5 -88.8 +54.0 57.9 +53.6 -67.1 +53.1 50 ft -80.2 +59.9 -77.0 +58.3 -74.8 +57.2 -73.0 +58.3 -71.8 +55.6 -70.4 +55.0 - 89.4 +54.5 -68.5 +54.0 57.6 +53.6 52 ft 50.8 +60.4 -77.6 +58.8 -75.4 +57.8 -73.8 +58.8 -72.2 +56.1 -71.0 +55.4 -69.9 +54.9 -69.0 +54.5 -68 2 +54.0 54 ft -81.5 +60.8 -78.3 +592 -78.0 +58.1 -742 +572 -72.8 +58.5 -71.6 +55.9 - 70.5 +55.4 59.8 +54.9 58.7 +54.5 58 ft -82.1 +61.3 -78.9 +59.7 -76.6 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +56.3 -71.0 +55.8 -70.1 +55.3 59.3 +54.9 60 ft -83.3 +62.2 -80.0 +50.6 -77.7 +59.4 -75.9 +58.5 -74.4 +57.8 -73.2 +57.1 -72.1 +56.6 -71.1 +55.1 -70.3 +55.7 DATE INR ISSUE REVISE FOR 07 FBC CL TSB FLB FLB 04/19/06 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L. BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. "ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVAUDATE OUR CERTIFICATION. WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -60' BASED ON Kd =01.85 SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VAUD AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI =+ / -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. I ® I-� ELEVATION 1 WALL ZONE FIGURES 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING PEAK ROOF HEIGHT MEAN ROOF HEIGHT ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 Fax: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH #9885 MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE / COMPARISON CHART . Address: 824 NE 100 ST, MIAMI FL 33138 (Permit No. Opening ID Window, Door or Mullion Product Acceptance # Product Approval Design Pressure Opening Design Pressure Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No 1 DOOR 09- 0310.05 +75.0 -85.0 +46.5 - 50.4 38 3/8 x 813/4 NO NO YES 2 NJ, FL11105.1 +60.0 -60.0 4, 4, 120 x 94 4, 4, .L 3 4, NI, 4, 4,, 4, 4, 4, 4, 4, 4, 4 _ 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Q. -112:41-saapprotioatitimmi ;jag _ LANAI zrm NrilehtfirallirMilirlis) formon 11IIIIU1IINI1 amiteini Iliiiiiiiiii Iu.ni II ii,... 1 11 Ilitiliallin i_ 11InimIiiiiiiiiiu1r:O;iiiT IRIL% % I'M suit miging, ...,-.„.„. Jinni IRMO �e. ■ �. __ I 1111 I 0 ■ 's■iu. all IliMilimmk• Agomplefawrunima ii H ' NEW IPOlv Nitiiiil _ _1 1I14 ' E / __ILI!! IIffU �1... '- .�......... 4 E i II 12■11. 11 iii all _i 4810. .. :.07:0" I if1 3 $$tt fW$midi .. ' ` `II $I... �'t ! eitffE�Eliii�il��tteilr * n -1 f� i ,_ .' sum' s '�/� i ' . III 09 x 9/£ 9£ !CI" vAior Florida Building Code Online hup : / /www.floridabuilding.org/pr /pr app d#l.aspx ?paraI F=wGEVX... door BCLS Home 1 Log In i User Registration 1 Hot Topics 1 .Submit Surcharge , its & Facts 1 Publications PBC Staff 1 eciS she Map 1 Unto I Search Product Approval USER: Pub User Ccsmnuibt' Affairs alheilfs FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone/Email Category Subcategory Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 mlafevre @cws.cc Michael LaFevre rniafevre@cws.cc Michael LaFevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 MLaFevre @cws.cc Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368-6922 Ext 208 Ralph @cws.cc Exterior Doors Sliding Exterior Door Assemblies Compliance Method Ev da Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Roberto Lomas the Evaluation Report Florida License PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL1110S RO COI SGD -8900 OXXO 16080 PE statement.adf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA /101/1.5.2/A440 -05 2005 ASTM E1886 -02 2002 ASTM E1996 -02 2002 TAS 201/202/203 1994 1 ef9 17J11/7f1.I0 4.'31 PM Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Products http://www.floridabuilding.org/pr/pr_alvdtaspx?Paran-FwGEVX... Method 1 Option D 07/16/2008 07/21/2008 09/15/2008 10/14/2008 SGD -8900 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: Large Missile Impact, Max. PnI. Size 4' x 8'. SGD -8900 PVC, OXXO and OXO, Sliding Glass Door, 16080. Installation instructions FL11105 RO II CWS -298 (SG11 -8900 Impact. OXXO, 16080).pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL11105 RO AE $10776 (Eval Rep OXXO 16080)34 FL11105 RO AE DuPont SGP NOA 07- 1116- 04.pdf FL1,1116 RO AE Mikron NOA 06 -1220 01.170 Created by Independent Third Party: Yes i andel l wadi Department � 1� Rforlda Codes and Standards 2555 Shra»ard Oak Boulevard 7e11ahasse4 Florida 32399 -2100 (850) 487 -1824, Fax (850)414 -8436 ® 2000 -2010 The State of Florida Al rights reserved. PrMtacv Statement I Carg(g.Statemeat 1 Acosabilyiktmg I Plue -in Software I CL tomes Servisa Survey I CkdatiL JS Product Approval Accepts: IMRE vW�9S4ed s:0e Yte 1 nf') l2/1V/201O.431 PM , L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemmons, NC 27012 336-945-9695 Report No.: 510776 Manufacturer. Custom - Window Systems 1900 SW 44th Avenue Ocala, FL 34474 Product Line: Series 8900 PVC Sliding Glass Door— Large Missile impact Compliance: The above mentioned product has been evaluated for compliance with the requirements of the. Florida Department of CommunityAffairs -for Statewide Acceptance per Rule 9B- 72.070 method 1(d). The product listed herein compiles with the 2007 .Florida Building Code. Product description: Sliding glass door is made of PVC. Main frame Is of mitered comer construction. Panels are of welded and mitered comer construction. Supporting Technical Documentation: 1. Approval document drawing number CWS -298 sheetsl of 8, titled Series 8900 PVC Sliding Glass Door — Large Missile impact prepared, signed and sealed by L Robertotomas P:E 2. Teat report No. NCTL 210 -3530 -1 signed and sealed by ,Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air-Pressure, ±60.Opsf design pressure, 9.Opsf water penetration. TAS 203-94 Cyclic Pressure loading ±60.Qpsf design pressure 3. Test Report No.: NCTL -210- 3506 -1A signed and seated byGerard.J. Ferrara, P.E. National Certified Testing Laboratories, Orlando, FL AAMA/WDMA/CSA 10111.S.2/A440 -05 Design pressure: t60.Opsf Water resistance: 9.Opsf ASTM E1886 -05 and ASTM E1998-05 ASTM E1888/ E1998 Large Missile impact Test,. Level D, Wind Zone 4 ASTM E1886/ E1998 Cyclic Load Test, *60.0 psf design ,pressure, 9.0•sf Water infiltration Test 4. Test Report No.: NCTL<210- 3506 -2 signed and sealed* by Gerard J. Ferrara, P.E. - National Certified Testing Laboratories, Orlando, FL AAMA/WDMA/CSA 101/I.S.21A44O -05 Design pressure: t60.Opsf Water resistance: 9.0psf 5. Anchor calculations, report number 510777, prepared, signed and sealed by Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: 1:6Opsf • Maximum non - active panels size: 491/8" x 93 3/8" • Maximum active panel size: 51 118" x-93 318° • Maximum D.L O.: 42 x 86 3/8" • Approved configurations: OXkO, OXO • Units must be glazed with'? !GU consisting of a 3/16" tempered outboard Iite -- air— laminated inboard lite consisting of 3116" annealed - .090° Sentry GiasPlus interlayer by DuPont — 3/16" annealed per ASTM E 1300. • This product is rated to be used in the HVHZ • This product Is impact resistant and does not require Impact protection in wind borne 0thill //1 • Frame material to be rigid PVC per N.OA 06- 1220.01 `s\ ', L 047/,r • DuPont Sentry GlasPlus interiayer per N.O.A. 07-1116.04 .N,G E Installation: Units must be inatatledin accordance with approval document CWS 298. 4 *• 0 1 ° .1‘44:111:15713/ TAT OF 911111 °t4, r r tAl Certification of independence: Please note that i don't have nor will acquire a finandal-interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will - acquire a financial interest in any other entity Involved in the approval process of the listed product(s). 1of1 Luis R. Lomas, P.E. FL No.: 62514 07/17/2008 SLIDING GLASS DOOR (LARGE MISSILE IMPACT1 BitIZSEINIMNIA GENERAL ROTES & ELEVATIONS-4 ANCHOR ectitnum & DP CHART & DIJI2E451 DETAIL--3 SECTION WEND ' 4-5 EXTRUSIONS & RAM INSTALLASION EYOMPAGIMMOMM 1. THE PRODUCTORZMN HEREIN M DEEMED AND MAAILIFACTURED TO COMPLY WITH THE 2097 FLORIOA BUILDING CODE. CURRENT EDITION. 2. GLAZNG DETAIL: PEE SHEETS) . 3. APPROVED CONFIGURATIONWONDY, 'DST. • 4. DESIGN PRESSURF-S: (SEE TABLES-SHEET -9)_ -NEGATIVE DESIGN LOADS EASED °MISSTEP PRESSURE AND GLASS TABLES ASTM E1900. -Posmve DESIGN LOADS EASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND CRASS TAKES ASTM MC& 5. ANCHORAGE: THE 39 U3% STRESS INCREASE HAS 14crr DEN =so pi 7HE DESIGN OF *RS PRODUCT. SEEM-MEESE FOR ANCHOR DETAIL. R. PRODUars APPROVE) FOR imtvar RESISTANCJE. 7. AU.. FRAMES AREND:MOSES AND SCREWED TOGETHER. VENTS FULLY MIMED. 8. REFERENCE TEST REPORTS: NCIL.2193599.1. MCIL-2111-3503-1A. NOTL•2111.95032. 9. SERIFS IMMEL PMLIONATION 09D-3992. ie. =to au= oR WIND 'FRAMS TO SE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALt LOADS TO. STRUCTURE. BUDS OR FRAMING IS RESPONSIBILITY OF ARCIVECT OR ENCENEEROF RECORD. t 1. THE DESIGNATORS AND 0 STAND FOR THE FOLLCAN1NO: X.SFERABLE SASH. 0454ED SASH. It BECTON DALLOLTTS APPLY TO AIL CONROPRATIONS. 044 • ' • 4.4.. 40). • itietramanio•conumemsmesartmoms triOPRIMPRINIDCOMMISMIAL pocorarr CUSTOM:, VISMOVi SYSTEM M. AC( M"P•10)111i PANSRVAMIOLEAVT MITER PERMISSIONCIFCUSTCOA WAMt SYSTEMS.M.ISPRIMerFz::. ;p■ C • • • st • ir . If • s s• ;r41904 SW 44TH ME. •A` • CrALA, FLORIDA 34474 wittENERAL NOTES & ELEVATION - LARGE MISSILE DVACT • . Beog • 70241111110 V0019.1' PIC SOD z or • A 4: " "P7 13,1■..• •.41,11 P. IP. • •■•••,"1:ix , • • ;'" • Arc 7f1AWNOVI hm YAM intitota %MAO:C." cwsess tg,/ Latet I we sake pas r iNuLi ..1Z e� 4" 8 4. a 1a 4 4• r a MIEN 1.INBTACL TWO ANCHORS ATEA HLOCAT1N, SHIM AS REQ,DAT EACH SET OF R13TAI.LATIOMANCHORS USIMO LOAD BEARD= SHIMS. WAX ALLOWABLE SHIM STACK TO Be U4'. USE BHIMSWHERE SPACE GREATER THAN 1/18' IS PRESENT. 3 LOAD REARM MESS SHALI. BE CONSTRUCTED OF HK31i Decay NAM OR 8E1TER. WOAD SHIMS ARE NOT ALLOWED. 4.3/18' D I A . ` E 1 . C 0 T A P C O N F O R EOM.) M A S C N R Y A N C R O R B M U S T BEOP SIOFICIENT LE$ TH TD. AGHIEYBAMN.EIMBEm.ENTOF1114"H oS AeONMY MRS FRAMEORTFIRO1BY. WOOD BUCK INTO MASONRY. ADINBAUM EDGE DISTAICEOF21/2* SHALL BEACHIEVED. S. MB DIA. WOOD SCREW ANCHORS ITT EE OFSUFFICI<:NTLENGTH TO MM EVE AMIN. EMBEDMENT OF 13ir INTO 2BY WOOD SUCK, OR FRAMW&3. & eaL CORKERS 4VCR$ SMALL JOINT BEANISEALANT. 7, AU.S4STALIATnON ANCHORS MUST SE MADE OF CORROSION RESISTANT MATERIAL OR COATING. 71 11 THRU RiAt1; NMASDl1RY DR%WWI �Y ' 1.,tis ' ,., •;. 4 lsan iVirf anooawemmu. ThE 11101114110µ CONT.i1111.1N1wsOMWWOt87uE VOLE P TiOP WUICDYtByrea6. me. Art a1lPfeauCtWII import. 1 FI i HO18% =11111 • .%•�^_^. a0, • S. r.•' a 1 •C < 1 ii °x 8 a a of e3' : • r ' . ,d ffi�,yyyaex,woieigeopioaielu�n+ �Al dgiW SH1 SI MONO 'CHM031delti07 tni04103111. TIONCIIMODCWIAIWASIOdeld rfarmrionlinvorza • '1'YPIC.AS HQRIZONrAL SECS ITEMS Nat SHOWMFOR CL ARfl 110, 2B-32 • r TYPICAL VERTICAL SECTION • VIEWS *OW -LAROE MISSILE IMPACT 1142008 • worm= ma commagtaue. ,n4 mamas ann on of imraw wao SYSIB Las rREPB01uomaaMOCawsA� rye • WRITTEN MAMMON CO CUSTONIWINIKAV SYFINS. INCAS PROM= MI03. :7Tr ,MM S. 11-DIES PV • SOD. SiLL SAD. POO 1141..1, 1 • 10' 14 C prat.. IML;EEjllra =MEM t; (.1i AU; NO nit qiirio linG=111. ant.= '71 & MIME IA PVC, SGD r KEEPER 11111.1111.111111EUFZVC-4WNEW [,1,(.yr intrinEEM Mr1-11.0M1.111.11MMIIM vir 03.ER, 4334 MOT 33 RED p REA • • mu- •, 114; • 0, 1T1 • • zre5 semis BUCK, 05 DUR. 1i XI & LARGEIMISSILE SAPACT ASTRAGAL SOD. PVC - '...; • (a,: vv^a P.,..;• ... • • , $.4174.4!,.. t.i4 . 1 • .' ' ...• •". ' * ' • •r• At • . . - •;;.‘.1:, • . * 9.109u2 le, 7... .„.. ' "ti• • . 4 • • 1 low,' : 4 .1' -•• BAIN.EIMEDLIENE COMORETWASONRY BY WHERE DONCRETEEMEONEY EY OTHERS I114' VAX, SIIM OU NOTES 2E3 SRL M CAULK UNDER SCREW HEAD EY EISTALLTEI lir MAX. SHIA •••••••• ME NOTES 2A3 SHt2 1,11E PAR ELIBEDIAINT) EISTALLATION ANCHOR, 3/13'UAS0NAVA140103.4 RATWAStER 27113' EEC Bat EDGE DST INSTAURTON ARMOR. A/WM% LOASCALRY ANCHOR & TR' RAT WASHER DOOR FRAME JAMB PERIMETER OMAR EY INSTALLER OAULBSETWEEN BUCK No weep, BY OTHERS CAM UNDER SCREW AD BT DEMMER 2711V LUZ DAK EDGE blET.1 DOORFRAME JABIR PERIMETER CAULK KY NETALTER . CONGFETWASONAY • . 0THER3 LUZ ()JET. EDGE MST-) BYWOOD RUCK SYMMS wx.stak (BEE ROYER Ea3 ERT. ttretstuBsoorimclia oil it 11E* RAT WASHER PERIMETER CAULK BY INSTALLER BERME ROM omage DOOR MAME HEAD • outmost scrim Hem BB eaTABLER 130OR FRAME ELL PERMETER CAM EY WALLER/DO MOT CORR WEI:P HOLES caw mew simeei Rem ay porraLER 2=26 Komms3 stu. • REMICK, DAULXBETWEEN HIMEREIESIU.ANDFRALLE TALL rarrstuAnm mama ma- BA imotinY ANOHOR 14"F1.AT MEER CONCREIERMEDNAY WOMEN: MEM FINISH WORMS 1 BYWOOD ant EVIEHERS 1. INSTAUATIONS / ANCHOR DEfAIL.ALSO APPUES TO WC 3 PANEL. CONFIGURATIONS CAU(BEIV3334 KOK AND 0PENIN3 BY OTHERS LUZ 1. UAW. EOGEDIST4 • 21116'4 tux. stealeiriT Teroan-- • • • 1 •••• 5W 44Th AVE.. FLORIDA 34474 PEOPRIWARYANDCOIMIDEKLIL • beCRUATION CONTANIMIN MALDEN/MA MIKE WE PROPERTY 01.1DUV011 MOW Mina DC.AUY otapponuoncamotators As A vortotzwrisourve vininaleaossioNa•custommoomnstehmoc. PROHIBITIA= • • 'Aag 4. 441631W • • , •STAT "AF 167 c to 47 % Vc11 „let: 44. • e -TS ••••••&-. - ''*./.4.4%4/0 •. %se.• ?t. %If al • • ••••,! *7 40 M1447/1 1■•••••■•■••••••••11•1•11 1 Ur 01111.1=MBEDMEIVO CONORRTEIAASONRY BROOMS DAUM BETWEEN BUCX AND MEMO ay CRIERS UMW MEN RYWDOD RUMS FE OMER WOOERS MAXSHRA (SEE NOTER2A2 Mt 23 114 MAL SEE ONE NOM 21.3 Bur. al f fir imam. EIREOMIREI muJAcM ta v aeR i WAD BY MET iff E DOOR FAM RETALIATION MINOR. OE WOOD SSW& FIAT WASHER lop ... verAuNnoN Alto mots =Raw s. RAT vtameR . • now FRAME .mass CONCREMERSO BY ORVER8 ODNCRETERESONRY DV OREM EXIVR1021 MATHER OTHERS EOM= RUSH BY OTFERS PERNETER CAM BY %STARER mama E• RRITER cALK Fy DSTAUER cam ENDER seism HEAD Fri DisTALLER PERIMETER GA= BY WALLER CAULK DERTEEN BECK ADD mm61 By OTHERS a DY WOOD SUCK BY OTIERS REL DEBEDNEND 114* 14111L81114 • (MOONS us ma. al DODR FRAME MEAD • 13AULK MIER BMW. READ sy =mum DOM FRAME SL FERDETERCAuLic BY INSTALLER= MOT roue, WEEP HOES MSTALLA1X*I ANC31011. co WOW Emma RAT WASHER C*tIJ imDER ScREw REAR fitY WAILER BEAD OF CAM BETWEEN • tosiTRISE EDWARD FRAME is3TALLER Ernirorm mat BY OTHERS 1. INSTALLATIONS /ANCHOR DETAIL ALSO APPLIES TO ion 3 PANEL CONFIGURATIONS . Luz .1-tatte E DiST. NsTALLAITEN MORD% aJWDIA. MASONRY ANOMR ur RNM801E:ft RUNGS CBOY NMCIREETNPS A REON RY o eriormacascansaz. mr 1 11611M1SYS11:140. MANYREPRODIZIENINPAKYOAA13 AVAIME 11FOMICTICIN COMM IN 11460f1AVilt431611146SOLEPROPE111Cert8114 miletipemsfacdeaFcastrstwascaveraismontsmateari a1,1 Lai j UNIIII■11111111.1- BUILDING CODE. COMPLIANCE-OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305)375 -2901 FAX (305) 375 -2908 www.miamidade.aov/buildinacode Eurotech Industries, Inc. 250 NE 32 Street • Fort Lauderdale, FL 33334 SCOPE: This NOA is being issued under the 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 Appeals (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 determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Ouiswing Entrance Door -LMI APPROVAL DOCITMENT: Drawing No. W04 -01, titled "Aluminum Outswing Entrance Door", sheets 1 through 5 of 5, dated 01/15/04 and last revised on June 02, 2009, prepared by AL- Farooq Corporation, signed and sealed by Arshad Vigar, P.E., bearing the Miami Dade County Product control Renewal 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 . Limitations: 1. Single orr double doors may be mulled with approved clipped mullion or sidelites or transom (under separate approvals), lower design.rating shall apply and, such installation to be reviewed & approved by AHJ. LABELING: Each unit shall bear a permanent label with•the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of.NOA. ADVERTISEMENT: The NOA nunnber preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire 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 renews & revises NOA No. 08- 0507.10 consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 09- 0310.05 Expiration Date: June 10, 2014 Approval Date: June 24, 2009 Page 1 Euratech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 08- 0507.10) 1. Manufacturer's die drawings and sections. 2. Drawing No. W04 -01, titled "Alumim;m Outswing Entrance Door ", sheets 1 through 5 of 5, dated 01/15/04 and last revised on June 02, 2009, prepared by AL- Farooq Corporation, signed and sealed by Arshad Vigor, P.E. . B. TESTS (transferred from fife # 0& 0507.10) 1. Test reports on 1) Air Inf ltraiion Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 5) Large Missile Impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 08 -2021, 08 -2022, 08 -2023 and 08 -2024, all dated 03/15/08, signed and sealed by Candido Font, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 5) Large Missile Impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 03 -1882, 08- 1889, 08 -18890 and 08 -2024, dated 01 /15/04 thru 02/09/2004, all signed and sealed by Rafael E. Droz -Seda, P.E. (transferred from file # 06- 1019.06) 3. Tensile Test prepared by Hurricane Engineering & Testing, Test No. HETI-04-T100, dtd 01/29/04, tested per ASTM E8 -01, signed & sealed by Rafael E. Droz -Seda, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by Al Farooq Corp., dated 04/28/08 and last revised on 06- 02=09, signed and sealed by Arshad Vigor, P.E. 2. Complies with ASTM El 300-02 & -04 QUALITY ASSURANCE • 1. Miami Dade Building Code Compliance Office (BCCO). MATERIAL CERTIFICATIONS • • 1. Notice of Acceptance No. 07-1116.04 issued to E.L DuPont DeNemours for "SentryGlasPlus ", expiring on 01/14/2011 2. Notice of Acceptance No. 05- 1208.02 issued to "E.I. DuPont Denemours" for "DuPont Butacite PVB" dated 02/15/01, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance & no financial interest, dated June 02, 2009, signed and sealed by Arshad Vigor, P.E. 2. Statement letter of lab compliance, part of above test reports. G. OTHER 1. This renews & revises NOA # 08- 0507.10, expiring June 10, 2009. .2. Test proposal # 07 -3527 approved by BCCO. D. E. ''E -1 leityti t. 1.1.v■KL. Ishaq L Chanda, P.E. Product Control Examiner NOA No 09- 0310.05 Expiration Date: June 10, 2014 Approval Date: June 24, 2009 4 SEE SEa TE NOA •. 4 FOR RATING DETAILS 1__ 1 4r FRAME I3' MAO. HEAD /501 5' MAX. HEAD /SIL1. CORNETS WIDTH (2) nom. ANCHORS AT 3' 0.R AT MTG. STILE EIS REQ. FOR W000 OR WOOD BUCK INSTALLATIONS DOOR HINGES SEE SHEET 2 FOR QUANTITIES' & CAPACITY Dodo HINGES SEE SHEET 2 FOR 'DOMES & CAPACITY 111 APPROVAL APPLIES 70 SINGLE (X) AND DOUBLE (XX) LEAF DOORS. ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDELTES USING MIAMI- DADE.COUNTY APPROVED MULLIONS IN BETWEEN. AL%) SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELINES IN COMBINATION WITH TRANSOMS USING MIAMI -DADE COUNTY APPROVED MULLION IN BETWEEN. L0 ER DESIGN PRESSURES FROM DOOR, SIDEUTE OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH 114E REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TS TRANSFER LOADS TO THE STRUCTURE. N4CHOR5 SHALL 84 AS LISTED, SPACED AS SOWN 014 DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 4RTETOAI.S INQU0ING BUT NOT LOWED TO SIBLAILIAL SCREWS, THAT COME INTO CONTACT 1Y1TF1 OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 31 3/4' D.L. OPG. 39 1/8" LEAF ANDTH 75 7/4' FRAME :WDT11 13' MAO. READ/SLL S` MAX. HEAD /SILL CORNERS ItiNura■iir- k I _= -- 11 / u_ /n AcivE II 11 11 . - \ l 1i ii / / - 1 II II // + \ Dodo HINGES SEE SHEET 2 FOR 'DOMES & CAPACITY 111 APPROVAL APPLIES 70 SINGLE (X) AND DOUBLE (XX) LEAF DOORS. ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDELTES USING MIAMI- DADE.COUNTY APPROVED MULLIONS IN BETWEEN. AL%) SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELINES IN COMBINATION WITH TRANSOMS USING MIAMI -DADE COUNTY APPROVED MULLION IN BETWEEN. L0 ER DESIGN PRESSURES FROM DOOR, SIDEUTE OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH 114E REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TS TRANSFER LOADS TO THE STRUCTURE. N4CHOR5 SHALL 84 AS LISTED, SPACED AS SOWN 014 DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 4RTETOAI.S INQU0ING BUT NOT LOWED TO SIBLAILIAL SCREWS, THAT COME INTO CONTACT 1Y1TF1 OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 31 3/4' D.L. OPG. 39 1/8" LEAF ANDTH 75 7/4' FRAME :WDT11 13' MAO. READ/SLL S` MAX. HEAD /SILL CORNERS TAMW-DADE dew SEE SEPARATE ROA n 29' D.L. OPG. 36 3/8' LEAF WIDTH THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REOUIREO. LEAF WIDTH BAN= Alt SHAD WOMB FLA PE 6 38]883 CAN. N 2 269 PILOT WCT R6R6WR r azisepwirsactia. Aseepozncec NqA i.- BMW 1 0 § �4 n 3 ell 005 aRto 1 C 0 i a dro ®mg rro. W04-01 (sheet I of 5) ItiNura■iir- k I / e / 1 , 1 ==-11--9--1 11 / •4 - H 4, \ \ 1 11 1 1 - N' ii\ IN -A4 flW \ LEAF' \ u =_= - -j1 11 / I- / 11 r // ii I j4 1121 , At Sj 1 SEE SEPARATE NQA ! FOR SIDEUTE 1 RATING AND DETAILS t i 1 I4r1wflz jr /:i - ir---- / A� / LET4F � - \ 11 ii -Iv= II \\ O W11 A1ef TAMW-DADE dew SEE SEPARATE ROA n 29' D.L. OPG. 36 3/8' LEAF WIDTH THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REOUIREO. LEAF WIDTH BAN= Alt SHAD WOMB FLA PE 6 38]883 CAN. N 2 269 PILOT WCT R6R6WR r azisepwirsactia. Aseepozncec NqA i.- BMW 1 0 § �4 n 3 ell 005 aRto 1 C 0 i a dro ®mg rro. W04-01 (sheet I of 5) DESIGN LOAD CAPACITY - PSF SINGLE (2) DOORS _ DOOR SIZE GLASS TYPE 'A' WIDTH HEIGHT EXT. ( +) 542. ( -) 2/8 AS RECD. 75.0 85.0 3/0 8/8 75.0 85.0 3/8 7/0 750 85.0 2/6 1/ LEAF 75.0 85.0 3/0 7/0 t . 140.0 3/6 6063 -76 75.0 65.0 26 35075 ARE FOR T.. _.- 0 3/0 8/0 75.0 SSA 3/6 6083 -16 75.0 85.0 D0084 APPROVED FOR NSEALIATt04S WHERE WATER INFILTRATION *285 N22 *5 REQUIRED. LOCKS SINGLE DOORS; 3 POINT LOOK SY5T5A AT AGAVE LOCK STR.E SC PROM BOTTOM. KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR STRIKE PLATE 1 -1/4" X 1/4' X 16 -1/4' LONG ATTACHED NTH (2) 18 X 3/4° SMS g1NGES SINGLE DOORS; 147- WNE)ED COMB 8182 EXTRUDED SWLANUM BRIDGE 2 BY 'GRS5E (5) PER LEAF AT 8', 12 °. 32. 63 -1/2" AND 92 -1/2' FROM 10P OF DOOR DESIGN LOAD CAPACITY - PSF SINGLE (2) DOORS DOOR SIZE CLAW TYPE 'B' WIDTH HECK EXT. ( +) INT. ( -) 2/6 AS RECD. 100.0 140.0 3/0 6/5 100.0 *40.0 3/3 7/0 100.0 140.0 2/6 1/ LEAF 100.0 140.0 3/0 7/0 100.0 140.0 3/3 6063 -76 100.0 140.0 2/8 35075 ARE FOR 100.0 140.0 3/0 8/0 100.0 140.0 3/3 6083 -16 100.0 140.0 ODORS APPROVED FOR R.NTALIATNx$ WHERE RATER INFILTIATION RESISTANCE IS MIMED. • Mg" ORS" MANUALLY OPERATED CONCEALED FLUSH DOLTS AT TOP AND WHOM OF ALINE LEAF PART /02181 ATTACHED OATH (4) 110 X 1 -1/2" EMI. 3 POINT LOCK 55751834 AT ACTIVE LOCK SIRE 36' FROM 801105. 147 OPERATED ON EXTERIOR AND 7HIHB TURN ON INTERIOR. SIROTE PLATE 1 -1/4" X 1/9' X 16 -1/4' LONG ATTACHED WITH (2) 18 X 3/4' SMS HINGES SINGLE DOORS' TWO-HANES) COMB FONG EXTRUDED ALUMINUM BRIDGE 5 82 NAME' (7) PIM LEAF AT 7/0 AND 8/0 DOORS AT 2, 6' AND 26 -3/8' FROM 'LOP AND 807105. ONE AT MIDSPAN A7 ' (6) 3°, to AND 26- 3/8/8' FROM TOP AND BOTTOM DESIGN LOAD CAPACITY - PSF DOUBLE (XX) DOORS DOOR SIZE CLASS TYPE 'A' OR 'I' WIDTH HEIGHT EXT. ( +) NT. ( -) 5/0 AS RECD. 75 .0' 75.0 6/4 6 75.0 75.0 5/0 7/0 75.0 75.0 6/4 1/ LEAF 75.D 73.0 5/0 8/1 75.0 75.0 8/4 6063 -76 75.0 75.0 LOADS SHOWN 35075 ARE FOR SILL BASE RIST/A.UDRNS RESISTANCE WERE WATER 'IS NOT ROARED. INFILTRATION Limo 0x12808(+) LOADS To 48 PSF FOR INSTALLATIONS WHERE WATER NF078478N RESISSA0SE 1S REQUIRED. 17614 8 PART ; 18686. OSSCEWSION MATERIAL HAND. /5077UER /REMARKS 1 ER008 AS RECD. 0008 FRAME 6083 -T6 - 2 ER012 AS 2130. DOOR LEAF 8063 -76 - 3 5421888 1/ LEAF 0008 BASE BOARD 6083 -76 - 4 .542 -1483 1/ DOOR FRAME SU. 6063 -76 - S - 1/ 0008 SILL BASE .8083 -76 - 6 72 -1481 AS 4& 0. :5(R'GY Sou 6083 -16 - 7 V2 -1635 4/ LE1F OWING BEAD 6063 -78 - 8 2801 AS REMO. 21.8385 CASKET 71*2*. - ID 1001/80 1/ C010071 CORNER *127 ALUMNUS MONRCELLO 11 00600K 4/ um' 1on6ES ALUMINUM CIESSE 12 B10 X 3/8' 4/ NONE FONOE INSTALLATION SCREWS - 494 MMX6N5 SCREWS 13 - AS RED. BULB W'STRIPAAN - - 14 110 a 2' a5 RE00. ABLY SCREWS - HR SELF C16WNG *5 812 X 1 -1/4 - FRAME ASSEMBLY SCREWS - 5545 LOCKS DOUBLE DOORS; ACTIVE I MP. MANUALLY OPERATED CONCEALED FLUSH BOLTS AT 70P AND BOTTOM OF ACTIVE LEAF PART 802181 ASTACNED WITH (4) 18 x 1 -1/2" EMS. • 3 POINT LOCK 223124 A7 AC7152 LOCK STILE 38' FROM 82T10M. KEY OPERATED ON EXTERIOR 4140 1H1145 TURN ON NFERMR 281ACT9ff_1647 MANUALLY OPERATED CONCEALED FLUSH 80L75 .25 TOP AND 13GTtp1 OF *NL(CTLVE LEAF PART 1021122 ATTACHED 08181 14) /B X 1 -1/2' SAG. HINGES DOUBLE D12000: 840 - *1ANDED 0085 HNC 2T213E0 ALUMINUM BRIDGE 2 BY %WSW (5) PER LEAF AT 6'. 12'. 35'. 63-1/2" AND 82 -1/2' FROM 10P OF DOOR NOTES TOP AND 60T10M 71.1,514 BELTS Mtfi7 ME ENGAGED DURING PERIODS OF HURRICANE WARDING. f /16' HEAT 52RENO ,('LASS .090' INTERIAYER &ITACITE PUB BY 'DUPONT 3/16' HEAT STREW° WES 3/16" HEAT 51R7240 (LASS .100' 841681AYER SENIRYGLAS PUU5 BY 'DUPONT' 3/16' HEAT STREN'D GLASS &MORE • GE 5C8 281X1 SBGIAZE II S INTONE GE 5CS 2800 S6GLA2E GLASS TYPE PRODUCFRINEISEID annowliengollkENESNMS 6 N414h TE LASS TYPE 'B' Ri+klon GLASS CAPACITIES ON TH*S SHEET ARE BASED ON A57L( E1300 -02/04 (3 SEC. OUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 Coln ARC YIIAR C I UM JUN 0 2 2009 9 g b droning no. W04-01 (sheet 2 of 5 NDA a 0 J W d X SNS 3' FROM ENDS AND 10' 0.0. MAX. (4) /12 X 1' SUS AT 2' O.C. MAX. AT CENTER OF SILL W. AT . (XX) DOORS ONLY 1WPCAL ANCHORS SEE ELEV. FOR SPAONG tomo —DAOE COUNTY � N SEE SEPARATE TYPICAL ANCHORS SEE ELEY. FOR SPACWG rwasettmiltrete faciagftwumberresikh Babe i y INTO METAL STRUCTURES STEEL : 1/8• THK. MN. (Fy = 38 I■31 MIN.) ALUMINUM : 1/8" THK. MIN. (80$3 -15 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. PTPAT 52drsz612`• SEES ELEV. Fop spAciNs 4. 4• 11=177 X51, FY ISA RSI) STRUCTURES 1 -3/8" MIN. PENETRATION INTO W000 THRU MY BUCKS INTO CONC. OR MASONRY t -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4- MIN. EMBED INTO CONC. OR MASONRY ],/4• DID. TEKS/0RD — X SEI F .LING SCREWS (GRADE 5 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS 332C8L ESE DISTANCE INTO CONCRETE AND. MASONRY m 2 -1/2- MIN. INTO WOOD STRUCTURE 1- MIN.• INTO METAL STRUCTURE - 3/4- MIN. CONCRETE re m 3000 PSI MK C -80 HOLLOW/FILLED BLOCK Pm, oe 2000 PSI MIN. SEALANTS; ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH ADSEL OR TEKNA 50720 SEALANTS. R.A. Pt 8 31893 CAJi. 3438 JUN 0 2 2009 os Ta PAI drawing no. W04 -01 (sheet 30 5 ) IDAID-BADE coolly APPROVED SEE NM� SEE SEPAL%aTE NOA u .Y FOR =EWE 4 WINO AND DETAILS g q 4 Pmh II 0 PDOCTtruism sagtoopiseith Nokia itakitagCodi EsIdaitiaa r< o3r0•d$;' ACTIVE LEAF IN- ACTIVE LEAF o0 e6 ll . _ "-: o ate, _ _ .mil, EXTERIOR DL CPO, LEAF YADTH FRAM WID7II DLO as x a /a' LEAF viong SHw ,DY HOOD BOCK DOUBLE DOOR Fnip: A95NOD 41mW CIVIL C.Mt MSS jus W 2 2009 iYPICAt ANCHORS SEE 9 2 1 a drawing no. W04 -01 [sheet dot 5 ) AD G ANCE INS SHEET ALUM OUTSOANNG ENTRANCE DOOR (L.M.I.) EUROTECH WINDOWS & DOORS 250 N.E. 32nd STREET FT. LAUDERDALE. FL 33334 TEL (954) 630 -9967 704 (954) 630 -0217