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RC-08-437Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: January 02, 2009 Inspector: Bruhn, Norman Owner: Job Address: 537 NE 96 Street NE Miami Shores, FL 33138- Project: <NONE> Contractor: EA LANDERS G.0 INC Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Alteration Phone Number Parcel Number 1132060171570 Phone: 305 - 823 -3938 Building Department Comments Friday, January 2, 2009 Page 1 of 1 Passed inspector Comments ? Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, January 2, 2009 Page 1 of 1 31n10 47i44' "JC Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type: Electrical Owner's Name (Fee Simple Titleholder) Owner's Address thidvi City - 72vA C laZIETP77,r1.111 ' MAR 1 3 23U0 BY: Permit No. E '454 Master Permit No. r.CQ 457 33 00 Tenant/Lessee Name E -MAIL: Job Address (where the work is being done) State 7 I A N / N(A- Phone #763'SZf •17 96 f 't iVs 26014. c.q�Lj zip SS'4/ V Phone # MfA- City Miami Shores Village County Miami -Dade FOLIO / PARCEL # • 011 • 1 S -7 0 Is Building Historically Designated YES iC NO Contractor's Company Name C, Contractor's Address 1174,07 3 City %,p "0,4;7' ,ICJ Qualifier Name �tC -'wac. _Zi✓c- £L✓ e✓ State %'/ Zip 3I13' Phone# 3es- 7,5-y6Q1/9 Zip 73/ re Phone State Certificate or Registration No. c. 0 ® ® v./P.-- Certificate of Competency No. E-MAIL: Engineer's Name (if applicable) Vii Dr vtal Phone # 3 or t7 -q. 23) 'd Value of Work For this Permit $ � m es • Square / Linear Footage Of Work: Type of Work: ['Addition ['Alteration ['New Describe Work: f oe.. e.. C- t% 0 Repair /Replace 0 Demolition ******x xxxxxxxxxx * * * * * * * * * * *xxxxxxxx ** Fees *'' *****9 Y' Qxxxxxx' o* xx'rxe. * *x *xn°xx''e * * * *x* * * * * *x Submittal Fee $ Permit Fee $ eve, Notary $ Training /Education Fee $ Scanning $'3 Radon $ Tx Bond $ Code En i&- CCF $ 1.20 CO /CC Technology Fee $ 3.1S Zoning $ Structural Review. $ 3 NOB MIAMI SHORES VILLAGE Total Fee Now Due $ SS. See Reverse side --> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a ;F tilled 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 reinspe.d 'ion fee will be charged. Signatu Owner or Agen The foregoing instrument was acknoN ledged bete me this /c.<' day of rapt Ill , 20 Off, by 4 d� cl t yrg who is personally known to ire or who has produced i' X (C- S As identification NOTARY PUBLIC: Sign: Print: Contractor The foregoing instrument was acknowledged before me this /3 day of Moo 4-4 , 20 1f , by �� f 2 es `() who is personally known to me or who has produced as identification and who did take an oath. BONNIE S. MAXSON �a �» Notary Public Minnesota mission E 'res Jan. 31, 2010 TARY PUBLIC: ;it of Florida m f D510584 My Commission Expires: /4 / /aZi�j My Commission Expires: tx x *xxwlew*cxxxxx9:xxxxxx4tc*****w x4e** xxxx* x* kwww** * xxxxxxr .xxx*****************xxxxxx** APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 00 0 Permit NO. RC -3 -08 -437 Issue Date: Not Issued Expires: of issued Folio Number:1132060171570 Owner's Name: Job Address: 537 96 Street NE Miami Shores, FL 33138- Owner's Phone: Total Square Feet: 510 Total Job Valuation: $ 28,000.00 ............. ............................... Contractor(s) Phone Primary Contractor Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 3/18/2008 : Yes Comments: DOES NOT INCLUDE GARAGE AS NOTED ON PLAN Miami Shores Village Building Department ,,,516t0 ANittitle Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. )5 —3 6" Job Name Date 7,RITIQUE SHEET Reviewer: 5,4 U.S. OctaitENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE • • ••• • • • ••• •• •• • • •• • Important Fwd the instiv tiling osl pages 1-8. SECTION A - PrOPERkINRIRItkrION OMB No. 1660 =0008 Fires February 28.2009 For insurance Company Use: Al. Building Owner's Name • ••• • ••• • • Policy Number A2. Building Street Address (inducting Apt, Unit, Suite, and/or $Ida. No, f or,P.O; Route'and Box Ito!.' 537 NE 96th Street • • • • • • • • • • • • • • • • • • • • City Miami Shores State FL ZIP Code • • ••• • • • Company NAIC Number A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc_.) Lots 15 816, Block 99, Amended Plat of Section 4 of Mianhi Shorea,'Pratbrilk a g,,Pase14:NITsirai trade County, Florida Wel . • A4. Buikting Use (e.g., Residential, Non - Residential, Addition, AcCeseori A5. Latitude/Longitude: Lit 80 °11'11.28' Long. 25 °51'49.84 °N A6., Attach at Least 2 photographs of the but rg 8 the Ceram is being used to A7. Building Diagram Number A8. For a building with a crawl space or ems): provide a) Square footage of crawl space or mss) affisq ft b) No. of pemranent flood openings to flus crawl space or mss) wad within 1.0 foot above adjacent grade 7 c) Total net area of flood openings; in A8.b , j aq in • • • ettailkill •• •e • Horizontal Datum: obtain floes histirance. 0 NAD1927 0 NAD 1983 A9. For a burg with an attached garage, provide: a) Square footage of attached garage 412 sq ft b) No. of pennanerrt flood openings in the attached garage wad within 1,0 foot above adjacent grade !ia c) Total net area of flood openings in A9.b , . sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 131. NFIP Community Name & Community Number, Village of Mien Shores 120652 132. Courtly Name Miami-Dade County 133. Ste FL., B4. Map/Panel Number B5. Sidi 86. FIRM Index B1. FIRM Panel 88. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12025C0093 J 7/17/95 .: 3/2/94 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 89. © FIS Profile ■'.! FIRM 0 Community Determined 0 Other (Describe) BI 1. Indicate elevation datum used for BFE in Item 139: NGVD 1929 .0 NAVD 1988 0 Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? °Yes Designation Date 0 CBRS 0 OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: 0 Construction Drawings* 0 Building Under Construction* ■ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zooms Al-A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 A30, AR/AH, AR/AO. Complete hems C2.a -g below according to the building diagram specified k Item A7. Benchmark Utilized Miami -Dade BM #N603R Vertical Datum 8.11' NGVD29 Conversion/Commenls • a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of'machinery or equipment servicing the building (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) Check the' measurement used. 6. feet _ANN_ feet. W✓a...._.., 0 feet 8._0feet _�•�` . c" feet 7.5 ® feet ,�•� ® feet 0 meters (Puerto .Rico .only) 0 meters (Puerto Rico only) Q meters .(Puerto Rico only) 0 meters (Puerto Rico only) 0 meters (Puerto Rico only) 0 meters (Puerto Rico only) 0 meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification Is to be signed and seams by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to Interpret the data avauabie I understand that any false statement may ie punishable by fine or imprisonment under 18 U.S Code, Section 1001. Check here if comments are provided on back of form. Certifier's Name Donald T. Ramsay License Number 5851 Title Professional Surveyor & Mapper Company Name Address 612 NW 162"" Avenue City Pembroke Pines State FL ZIP Code 33028 Telephone 786-417-7897 FEMA Form 81-31, February 2016 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresionding Information from Section A. Building Street Address (including Apt., Unit, Sine, and/oeBIig.Nlctto r.p. Rtuterhg fipx No. 537 NE 96"' Street • • • .. • • • • City Miami Shores State FL ZIP Code •.. • • .• • For insurance Company' Policy `Number • • • .. •., • •. Company NAM Number SECTION D - SURVEYQR, wilt ge, Oji ARC CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) c iptriurity },'(2) in4urartce, cx r. and (3) building owner. Comments EQUIPMENT Is A/C • • s • • • "` • • • Signature • • • •. • • • •• .•• ••. • • • •• • • r • • • • • • •• • • • • ••• • • • • • . • 000 • • • •Date 6i20/07 ❑ Check here if attachments SE E , ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A ( wirout BFE), complete kerns E1-E5. lithe Certificate is Mended to support a LOMA or LOMR -F request-couplets Sectiors A, 8, and C. For ins E1 -E4, use natural grade, if available. Check the measurement used In Puerto Rico only, errs meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade ( HAG) and the lowest adjacent grade (LAG): • a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is 0 feet 0 meters 0 above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or 0 below the HAG. E3. Attached garage (top of slab) is ❑ feet 0 meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is 0 feet ❑ meters ❑ above or ❑ below the HAG. E5. r Zone AO only if no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? 0 Yes 0 No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- Issued or comma BFE) or Zone AO must sign here. The statements fir Seniors A, B, end .E are caned to the best of my Property Owner's or Owner's Authorized Representative's Name ZiP Code Signature Comments Check here If attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sabena A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and -sign below. Check the Measurement used in Items 08. and G9. • 01. ❑ The information in Section C eras taken iron other documentat on that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments' area below.) • G2. ❑ A community official completed Section E for a building located in Zone A (without a FEM issued or community -Issued BFE) or Zone AO. G3. ❑ The following information (items GC-Mils provided for community floodplain management purposes. G4. Permit Number G5. Date Pertnitlssued 06. Date Certificate Of Compliance/Occupancy' Issued G7. The permfl has been issued for ❑ New Constriction ❑ Substantial Improvement 08. Elevation of as -built lowest floor (including basement) of the building: . feet ❑ meters (PR) Datum 09. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Community Name Signature Comments Title Telephone Date ❑ Ched here if attachments FEMA Form 81 -31, February 2006 Replaces all previous editions 1111111 11111 11111 11111 111111111111111 11111111 Restrictive Covertant Declaration of Use Prepared by: Mfr- A C, A ell S PI /A-M1 St-1-60/S, DECLARATION OF USE KNOW ALL N BY THESE PRESENTS: WHEREAS, the undersigned , 3) gl_(/1 edoCt-ho IA- of :the folloOng described property rPropertr ituatect and being in letmithores 11 Lot(S) I 41r0 10 Block of '1,1 IAtie Li e Sia according to the plat thereof, as recorded in PI Book o the u Miami-bade dounty,„. Florida, (address) 45 37 lii c76 5.rg-TET ."1rtThi-t-F1.- 3,)/3 5i C F N 2008R0596873 OR Bk 26488 P9 3468; (1p9 RECORDED 07/21/2008 1044:16 HARVEY RUVIN, CLERK OF COURT MIAMI-DADE COUNTY' FLORIDA LAST PAGE sina)leowrter(s) the undersigned owner(s) haavnedsoboUlgrintotecertistblenvitievilagetiobtohlgeraritntapsaprmov: from Miami Shores and are Whig this document in conSideration thereof NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency Of which is acknowledged, the undersigned " s) hereby declare and agree: 1. That the Property will not be used in violation crony ordinance of Niteroi Shores Village or Miarni,Dade County now in effect or hereinafter enacted. Z, That the property 0,11 be Used, for a single family residence :011 3 That he/she Wilt riot convey or cause to be conveyed above property without requiring, the successor title to abide by all terms and *Conditions set forth herein. on the undersigned to ti the use, enjoyment aad title binding undereigned. hi Or its successors, accordance ell:battle covenant is ,enigiee , ., . pant .. . . . above Property Ptopetty and shall ,constitute.. 'e, covenant running land successors assigns : 'may ' .ionly. - . . by Miami Shores - the code* .rtlleeend. ". : a Oteeid V' .. : 10 effect n , caused lian4(e),and,sealt*".to ipoefgxedliereto FURTHER, Signature anti:Print STATE OF COUNTY OF en CL, OWNERS.. Signature and Print 419nettre and Print IOWA it~tm I HEREBY CERTIFY that on:thia.day personalty appeared before CuAkQ24- who iepersonally.known to me ieattaestio*end he/she acknowledge that he/she executed, the foregOing, freely voluntarily, for purposes therein expressed„ . SWORN TO AND susocfaBgo:totoria. me online qv, day. 0% ,UL 200 . My commission expires., RONNA FENSON Notary Public Minnesota Commission Expires Jan. 31, 2010 rt. 0 .4 lifer=."5, (I& r (US CL 6-1 STATE OF FLORIDA, COUNTY OF DADE 1 HEREBY Cat?T/FY dist INS IS f„iii copy of Ms cr d 111111111111111111111111111111111111111111111 CFW 2008R0241508 OR BK 26284 Ps 3420 (iris) - RECORDED iO3/24/2008 14:26:45 This Instrument P area 6 : • HARVEY RUVII r CLERK OF COURTr MIAMI -DADE COUNTY, FLORIDA Name t LAST PAGE Address ',54�,'�' �is, V..09-42-1 Permit No. VIA) Or S l — STATE OF COUNTY OF NOTICE OF COMMENCEMENT Tax Folio No. THE UNDERSIGNED hereby gives notice that improvement 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. Description of property: al des tio of property, and street addressrif av bir i° ®pie® ` 'e/ �' 4 ,,, j ei,or' /J t ba1) 5• Alin/Aka( eltz� tc 2. General description of improvement: ^ O J_ `741,,x, /�. iv PO, V P, t�6 ®/e ls-d p,0,�„, fit 1 /� 3. Owner information + �� rj� 1V44/0,4 lff 6T 6 a. Name and address: 5...406 r t' �'y b. Interest in property: AL✓ fi '- ,P yl1Dc it` %i c. Name and address of fee simple titleholder (if other than owner): AA ,J .� O� 4. Contractor ,1'�G�"�f (fit/ j7 fj • j �� a. Name and address: J&* G y b. Phone number. ��5$339 38' Acf4/ lh'�i5�i2r 330/6 5. Surety a. Name and address: b. Amount of bond $ c. Phone number 4 6. Lender a. Name and address: `/jam b. Phone number Nfly 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: a. Name and address: 4,. b. Phone number. • 6. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided In Section ,! a. Na(1)(b),FloridaStatute� c04 03,64/VAt d */ , i•J� a. Name and address: � t� ,y- •�';3/ b. Phone number 7�, 70.5-70y 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date Is specified) ARNING TO OWNER: ANY PAYMENTS- MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF MMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, RIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A CE 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. S gn Partner /Manager SI�[natory's.Title/Office The foregoing instrument was acknowledged before me this , i � �� of �. I ear by y (type of (name of party on (name of person) as authority, ...e.g. officer, trustee, attomey in fact) for behalf of whom instrument was executed). $. S1AXSON Public '- Minnesota My Commission Ex a ices Jan. 31, 2010 . Signature of Notary Public — State off- /14 to ,le.9cv r cs, Print, Type, or Stamp Commissioned Name of Notary Public Commission Number //, Personally Known or Produced Identification Oruro- tvZeeiJc Verification Pursuant 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 of Natural Person Signing Above Certificate of Completion Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305- 795 -2204 Fax: 305- 756 -8972 Building Inspection` Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Permit Type Owner Subdivision /Project Residential Construction Bldg. Permit No. Contractor Date Issued RC- 3- 08-437 EA LANDERS G.0 INC 01/06/2009 w • Construction Type GARAGE CONVERTION & PORCH ENCLOS Occupancy Single Family 537 96 Street NE Miami Shores FL 33138 - Location ng . as s A• - •va Norman Bruhn, Not Transferable POST IN A CONSPICUOUS PLACE , F F.b .. i� r.5; + fi +° ��.- Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type: Electrical Owner's Name (Fee Sim r le Titlehoder 's Address Permit No. y Master Permit NoPC Al L 1'1 AJa 2 E -MAIL: Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # 501 ht Tott County Miami -Dade Zip Is Building Historically Designated YES Contractor's Company Name Contractor's Address City Waft Qualifier Name NO .)c kt GarfOrii)Phone # lt(0 .6114-10(51 S\' 1 en 5 State 1 Zip 350 Phone # State Certificate or Registration No. E -MAIL: Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: ❑Addition Describe Work: Certificate of Competency No. ['Alteration Y Phone # Square / Linear Footage Of Work: ['New ❑ Repair/Replace ❑ Demolition ******** * * * * * * * * * * * * * * ** * * * * * * * * * ** * * ** Fees************* * * * * * * * * * * * * * * * * * * *xxxxxx * * * * ** Submittal Fee $ Notary $ Training /Education Fee $ Scanning $ Radon $ DPBR $ Permit Fee $ .A74.4t9 141 CCF$ CO /CC Technology Fee $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: 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 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 eroduced 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: r NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission,Expires: My Commission Expires: *****xxxaxr.****xxx xx x xxxxxa * xxxx*****xxxaexx xxxxxxxxxxx r.xxxxr.* aYxxxx 9exxxi ** xxxxxxxxxx* Cc*********xxx*de****x APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit No. Master Permit No. Permit Type (circle): Building \Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) �0% J4 pG L6 . �! 0144". Phone # 7‘, . �S' 3 7? 0 Owner's Address �y� 0O 44 j w// `� City �G /M6v . State �'I / Zip Tenant/Lessee /Name 7, /me ''5 7' Phone # Job Address (where the work is being done g s City Miami Shores Village County Zip 307K FOLIO / PARCEL # 7- / 'S _ 7 Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address y City 0-e 7 A®dea Qualifier Name .State Certificate or Registration o. AD04/1 :9,,e State ior .rte �r Phone # /749‘. $' AC69. ? Zip 3,e73-3 Phone # 4167 OAP/ Certificate of Competency No. AV. —" lc/ — .-,33? Architect/Engineer's Name (if applicable) Phone # Value of Work For. this Permit $ Square / Linear Footage Of Work: Type of Work: ❑Addition DAlteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: * * * * * *** *** * * * * * *** ***** * * *** * ***** Fees * * * * * * * ** * * * * ** * * * * * * * ** * * ** * * * * * * * ** Submittal Fee $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Permit Fee $ CCF $ CO /CC Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinsp d ction fee will be charged. Signature yo Signature Owner or f _ent The foregoing instrument was acknowledged before me this 1 I The forego day of $6\ ,20C� by' GA,;® rol , day of who (personally known to m'e'or who has produced who i As iden NOTARY PUBLIC: ",. PAFTY JW BRANHAM Notary Public 4,;a Minnesota Commission Expires Jan. 31, 2010 My Commission Expires: / - APPLICATION APPROVED Prrr- (Revised 02/08/06) as identification and who did take an oath. NOTARY PUBLI Sign: Print: My Commission Expires: M. !Y COMMISSION # DD 46' EXPIRES: August 22.:;09 Bonded Tin Notary PubGcUnderwrkars Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: December 30, 2008 Inspector: Devaney, Michael Owner: Job Address: RECEIVED 537 NE 96 Street Miami Shores, FL 33138 - Project: <NONE> Contractor: FIVE D CORP Permit Type: Electrical - Residential Inspection Type: Final Wor Classification: Addition /Alteration JAN 01 2009 — ' Phone Number Parcel Number 1132060171570 Phone: 305 - 248 -2881 Building Department Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Monday, December 29, 2008 Page 1 of 1 Date: December 29, 200 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 PL uc. # AR 0011074 Re: Permit # RC08 -275 Family room 537 Residence 537 N.E. 96th Street Miami Shores, Florida 33138 Folio # 11- 3206 - 017 -1570 Attn: Building Department, i N1&)L fl O1-1 I, Mark A. Campbell, having performed and approved the required inspections at the family room. I hereby attest to the best of my knowledge, belief and professional judgment, the insulation at the cabana conversion was installed in compliance with the approved plans and other approved permit documents. Should you have any questions or need any additional information please do not hesitate to contact me. Mark A. Campbell, Architect State of Florida: #0011074 537COfamilyroominsulation.ltr Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: January 05, 2009 Inspector: Bruhn, Norman Owner: Job Address: 537 NE 96 Street NE Miami Shores, FL 33138- Project: <NONE> Contractor: EA LANDERS G.0 INC Permit Type: Residential Construction Inspection Type: Final PE Certification Work Classification: Alteration Phone Number Parcel Number 1132060171570 Phone: 305 -823 -3938 Building Department Comments Monday, January 5, 2009 Page 1 of 1 Passed a �� "bif,,1 Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, January 5, 2009 Page 1 of 1 Cop, cotelvref2SioN1 Date: December 29, 200 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 FL 1C. # AR 0011074 Re: Permit # RC08 -275 Cabana conversion 537 Residence 537 N.E. 96th Street Miami Shores, Florida 33138 Folio # 11- 3206 - 017 -1570 Attn: Building Department, I, Mark A. Campbell, having performed and approved the required inspections at the cabana conversion. I hereby attest to the best of my knowledge, belief and professional judgment, the structural and envelope components of the above referenced cabana conversion are in compliance with the approved plans and other approved permit documents. I also attest that to the best of my knowledge, belief and professional judgment, the approved permit plans represent the as -built condition of the structural and envelope component of the said structure. This document is being prepared in accordance with section 307.2 of the Florida Building Code and must be submitted to the Village of Miami Shores Building Department in conjunction with the application for a Certificate of Completion for the above referenced structure. Should you have any questions or need any additional information please do not hesitate to contact me. Mark A. Campbell, Architect State of Florida: #0011074 537COcabana conversion.ltr Date: December 29, 200 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Re: Permit # RC08 -275 Family Room 537 Residence 537 N.E. 96th Street Miami Shores, Florida 33138 Folio # 11- 3206 -017 -1570 Attn: Building Department, I, Mark A. Campbell, having performed and approved the required inspections at the family room. I hereby attest to the best of my knowledge, belief and professional judgment, the structural and envelope components of the above referenced family room are in compliance with the approved plans and other approved permit documents. I also attest that to the best of my knowledge, belief and professional judgment, the approved permit plans represent the as -built condition of the structural and envelope component of the said structure. This document is being prepared in accordance with section 307.2 of the Florida Building Code and must be submitted to the Village of Miami Shores Building Department in conjunction with the application for a Certificate of Completion for the above referenced structure. Should you have any questions or need any additional information please do not hesitate to contact me. 0)i ' ark A. Campbell, Archit- t State of Florida: #0011074 537COfamilyroom.ltr tJ.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -8. OMB No. 1660 -0008 Expires February 28, 2009 SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name MICHAEL & DONNA TALLON. Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 537 NORTHEAST 96TH STREET (CABANA) Company NAIC Number City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) PB 15 -14 LOT 15 & 16 BLOCK 99 OF:AMENDED PLAT OF SECTION NO.4 OF MIAMI SHORES, PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA A4. Building Use (e.g., Residential, Non- Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude /Longitude: Lat. 25DEG 51' 50.62" N Long. -80DEG 11' 11.23" W A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide a) Square footage of crawl space or enclosure(s) N/A sq ft b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A9. For a building with an attached garage, provide: a) Square footage of attached garage N/A sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State VILLAGE OF MIAMI SHORES - 120652 MIAMI -DADE COUNTY FLORIDA B4. Map /Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective /Revised Date Zone(s) AO, use base flood depth) 12025C -0093 J 07 -17 -1995 03 -02 -1994 "X" N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes No Designation Date N/A ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) 01. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction' ® Finished Construction "A new Elevation Certificate will be required when construction of the building Is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR /A, AR/AE, AR/A1 -A30, AR /AH, AR /A0. Complete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized LOC 3250 SW / NAME N -603 Vertical Datum NGVD 1929 Conversion /Comments ELEVATION + 7.70' a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ 9.36 b) Top of the next higher floor N /A. c) Bottom of the lowest horizontal structural member (V Zones only) N /A. d) Attached garage (top of slab) N /A. e) Lowest elevation of machinery or equipment servicing the building 8.93 f) 9) (Describe type of equipment in Comments) Lowest adjacent (finished) grade (LAG) Highest adjacent (finished) grade (HAG) Check the measurement used. ® feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) 8.87 ® feet ❑ meters (Puerto Rico only) 8.89 ® feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Certifier's Name ARMANDO F. ALVAREZ License Number 5526 Title PROFESSIONAL LAND SURVEYORS & MAPPER Company Name AFA & COMPANY, INC. Address 13050 SOUTHWE.T 1 'KU COURT City MIAMI State FL ZIP Code 33186 Signature Date 12 -31 -2008 Telephone 305.234.0588 FEMA Form 81 , ebruary 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 537 NORTHEAST 96TH STREET For Insurance Company Use: Policy Number City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments CROWN OF ROAD + 8.22' : Signature C2.e) A/C SLAB ELEVATION + 8.93' : Date ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is . ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -8 with permanent flood openings provided in Section A Items 8 and /or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is . ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑feet ❑meters 0 above or 0 below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is . ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, 8, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A. B, C (or E). and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA - issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4. -G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum _ Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, February 2006 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 537 NORTHEAST 96TH STREET Policy Number City MIAMI SHORES State FL ZIP Code 33138 Company MAC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" anc "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. FRONT VIEW Building Photographs Continuation Page For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.C. Route and Box No. 537 NORTHEAST 96TH STREET Policy Number City MIAMI SHORES State FL_ ZIP Code 33138 Company !VAC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, `Right Side View" and "Left Side View." SIDE VIEW Miami Shores Village Building Department CERTIFICATE OF COMPLETION CHECKLIST X31 1(o& BUILDING PERMIT CARD - Containing final initials of all inspectors SURVEYS (2) FINAL AS BUILT - Required Items: Elevations of building showing all intended setbacks from property lines and other existing structures. Ingress + Egress required parking spaces, wheel stops, stripping, and all paving to exterior. #.. ' CERTIFICATE OF ELEVATION - (sealed by surveyor) EXPIRATION DATE REQUIRED ON FORM CERTIFICATE OF INSULATION - (must be original) CERTIFICATE OF SOIL TREATMENT - (for termite - original) CHAPTER 2326.5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws as established by the Florida Department of Agriculture and \76\ Consumer services. HEALTH DEPT. APPROVAL LETTER - (only if new septic was installed) Note: If house has a septic tank, approval letter is required from the health dept. 01 FINAL CERTIFICATION LETTER FROM THE ENGINEER /ARCHITECT (on masonry, trusseg, Approved special structure, etc.) * PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO. Residential Addition Certificate of Completion fee is $50.00. Date 4.6 chc -8/ 17/05MV 3�1ti't� C,QLT. k taa BUILDING ? Z.1 U�( Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 joi Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. lk- 08 PERMIT APPLICATION FBC 2004 Permit Type (circle): Roofing �7 Owner's Name (Fee Simple Tit, holder) �(& VP 1"'S'�C�L�O +'i. Phone # /C. ? Owner's Address 304 raittiiiivto 4L Lit/ S to /61,# ,tt aster Permit No. City Pl1/4/0 Tenant/Le� see Name Zip Phone # Job Address (where the work is being done) /it° tr 7 Zip 3303.1 City Miami Shores Villa Counv Miami -Dade FOLIO / PARCEL # ! i 0 ®G - 01 % - I 7/) Ls Building Historically Designated YES IC NO Contractor's Company Name E:. 4. £fir" P- 1,-'.S 6 (' ..:0✓C Phone # 5" s ----P Z - 3 93 a' Contractor's Address 7j7 /J Gtr /'tows r`. * • 7 pilLARA U4o)C . 3 3 0 00 City Viii (1W . „�/ (�S State 11— �.- Zip 7 3 ® (C, Qualifier Name eat)/t1 7 .4. (.tl re) Phone # 30 S = & 2 3 ` "I G� 3 P State Certificate or Registration No. G ¶CCU 4-3Z-1 - _ Certificate of Competency No. ngineer's Name (if applicable) f' 4M4c- iaik vl eg LA,.. Phone # 3 Dr 51 f” 3 0.1, 7 Value of Work For this Permit $ Type of Work: ❑Addition Describe Work: �t-0 143 coo ene� [ .Alteration Square / Linear Footage Of Work: / S ['New (261t- 04- Repair/Replace ❑ Demolition *********** * * *** *** * ****** ***)IHC** * ** ***F s************* ** ** ** * ** * * ** **** * ** * * ** ***** ** nuttal Fee $ ZZU Permit Fee $ 1/ /! V CCF $ ag`g tp CO /CC ° Notary $ Training/Education Fee $ l'(.Q0 Technology Fee $ Scannin _ $ 4 00 Radon $ DPBR $ a Zoning $ Code Enforcement $ Double Fee $ Total Fee Now Due $ p j ° 4S Structural Review. $ 6o `14 , O See Reverse side -* Bonding Company's Na Bonding Company's A City Mortgage Lender's Mortgage Lender's City licablek Application is hereb commenced prior t construction in this j WELLS, POOLS, V') ork or installation has of all laws regulating PLUMBING, SIGNS, in compliance with all RESULT IN YOUR OWNER'S AFFID applicable laws regu 1� "WARNING TO PAYING TWICE', CONSULT WITi COMMENCEMEN Notice to Applicant: 5 promise in good fai ct whose property is sr tL a for the first inspection w lc inspection will not be approved and a 0 U H 0 Signature 3J 1. h 03 Mfi () t•itX� eip'spection fee will be charged. Owner or Agent The foregoing instrument was acknowledged ore me this day of 1 , 20 ®8, by Do• V e & cid r kt who is personally known to me or who has produced V'v 5 Z. t c--4e-4' 5e- As identifi4 NOTARY PUBLIC: Sign: Print: 4 TAIN FINANCING, RJR NOTICE OF 1500, the applicant must •tt delivered to the person ' e posted at the job site such posted notice, the Signature % / - g Contractor The foregoing instrument was acknowledged before me this d O day of i _..1.... , 20'x' , by 61)164 ) MALbE who is personally known to .e .r as iden NOTARY P . LI ''. Notary Public Minnesota 8.,01dssion Expires Jan. 31, 2010 m , -oar My Commission Expires: /151 /.,zo `, ******************** * * * **** ************** APPLICATION APPROVED BY: (Revised 07/10/07) : [JJ�a O e / Cz�x -. K�t 9l., 1 0 1� i• i_Y S.!th. Expires June 17, 2011 ' �a&• sorsteribmittlPalrittiulance 8044854019 Sign: Print: My Commissio n Expires: (D // 7 /026 1, ********************************** : * * * * * * * * ** * * * * ** * * * * * * * * * * * * ** // 7/2401 f/-ru e ( 4h7/6 7/3 Plans Examiner Engineer Zoning This Instrument PrName rrra y: Name t Address___ �. Parmil No STATE C F CQUNTY OF. THE UNDERSIGNED hereby gives notice that Improvement wU 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. Description of property; (legal description of J _ f� ,.� , property, and street ad�dfress if avails le)+ /� Ge ereI description of improvement ©l ",/,.ige.t i!dG 4 e 6,- froefi ct l+r..A; e f lf 37" 111111111111111111111111111111111111111111111 NOTICE OF COMMENCEMENT CFN 200880712553 OR 8k 26547 fie 2820; Ups) RECORDED 09/02/2008 14:15 :26 HARVEY RUVIHr CLERK OF COURT MIAMI —DADE COUNTY? FLORIDA LAST PE ra:r 64. No. 2. 3. Owner information a. Name and address: 54e,, /44. 4 � lePie b. Interest in property: r c. Name and address of fee si ter (y other than owner): y a� �/ 4. Contractor: /�/ /p��` �r�^" a. Name and address: / , �'�` 4#�4''�"0P+t,'J l o I x/. "ye b. Phone number: (4.i f f/� y 5. Surety a. Name and address: b. Amount of bond $ c. Phone number. a. Lender a. Name and address: b. Phone number. 7. Perso q wyhin 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., pride Statutes: a. Name and address: b. Phone number r Imo' & in addition to himself. Owner designates the following person(s) to receive a copy of the Uenor"s Notice as provided In Section 7:13.13 (1)(b), Ronde Statutes: � �, a. Name and address: b. Phone number: 8. specified) of ijlco commencement (the ertpfration date Is 1 year from the date of recording unless a different date is WARNING TO OWNER: ANY PAYMENTS MADE BY THIS 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 R(c8ULT iN YOUR PAYING TWCE 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. • Signatory's day of gay , t (yeas by hype of of pally an ignature of Notary Public —State of Flew -p1 r,,,- - - cknowledged before me thisg author , officer, (nesne of person) as behalf of whom Instrument waass eoosc d) fact) for Print, Type, or Stamp Commissioned Name of Notary Public Commission Number Personally Known Zor Produced Identification^ e t moan(lo Setltnn n7 52a Ffortdn Stah4 Under penalties of perjury, 1 declare that I have read the foregoing and that , - facts stated p� knowledge and belief. true to tgning Above Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 10/21/2008 Inspector: Devaney, Michael Owner: Job Address: 537 96 Street NE Miami Shores, FL 33138- Project: <NONE> Contractor: JC ELECTRIC INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number Parcel Number 1132060171570 Lot: Phone: (305)754 -6949 Building Department Comments Tuesday, October 21, 2008 Page 1 of 2 Passed Inspector Comments CC .A �I�/ / h e____ `c:269Correction 2-/C1/ i/ Failed Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, October 21, 2008 Page 1 of 2 12/30/2008 10 :36 4077880001 PAGE 01/02 aw 451 THE CLOSING TABLE, INC. .. 2170 W State Road 434, Suite 302 Longwood; FL 32779 407 -785 -6228 / Telefax 407 - 7883863 From JaTNIM DUVIVIEfl To eL�- Tux M■ Date; HUD Termite' Survey Commitment Hazard irw rance wire instructions insured dosing letter Fht Ito -t- if I •%32.0 &. 0174570 NOnCe This facsimile communication Is Intended solely for the use of the individual to whom It is addressed and may contain information that is prlviledged, confidential, or othenviso exempt from disclosure. If the reader of this facsimile communication Is not the intended recipient or the employee or agent for delivering. the message to the intended recipient, you are hereby notified that any dissemination, distribution, or copying of this communication Is strictly this vomrngnicatton in error, please immediately o prohibited. If you u have received communication to us et the fax number above. Thank you. us by telephone and return the original 12/30/2008 10:36 4077880001 12/15/200B 22 :12 3055534626 12/J.2/2008 16 :52 FAX 1 800 085 752(1 CLOSING TABLE PAGE 02/02 »ATA SCAN FXELD SERVICES 5 3 2 A 7, Skaor 1ri 2 estara� 1lei1 a- -- I..2 ext Sfrt.oXs . 33 38 3.OdjO -- '�68 -�f3'D :'^�' glacro.fe — SAS- 79S- ^:dr+.0�/p' **FOR FASTER PROCESSING. PLEASE MARE StY t.P THE ATTENTION LINE ON YOUR ADDRESS LABELS, LET1ERS AND ENVELOPES TO US FOR LIEN SEARCHES READS: "ATI'N: CLARA BENDER'* ** - ALSO, SELF ADDRESSED AND STAMPED ENVELOPES ARE NOT REQUIRED , ALL 'INFORMATION IS RETURNED VIA FAX. X13 'Throve advise the closing agent of the following: Ali payoff's must be accompanied with a copy of fhe seremettt stafemei t and this Hen disc /oat/re .and must be * n -In envelo - „ ., , - . to the attention of for proper emebt and in order to update our property records for ssll properties sold or refinanced. Our address and 1dx number is noted above. As of today's date, 12-12-08, the above property has a total balance due of $205,36 of which $17.73 is for delinquent garbage and storrnwater foes, and 187.63 is current for the upcoming service period of 01-01-09 through 03-31-09, Additional tate fees and penalties will be added to the account after 01- 10-09. Any delinquent amount constitutes a special assessment lien on the prvpetty. Interest continues to accrue until the balance is paid in !tali,) — This information is subject to chance Therefore, it io very important to ea11 and get a status update on this information prior to dosb is. Must submits new lien search fcc If any updates sure needed after 0143x09. (For limiter information or updates in this section, please eel' Clore ]ender str 30g4 48 7fcmall Aelerxfri?ntiaraishtntaAv;doge, m) .J..._ .ODD .ENFORCFMtiN There are currently no Code Enforcement violations an the property. — This information is subject In change. Therefore, it is very important to eau and get a status update on Mit information Prior to closing. Mast ollltioit A PM Nen search fee if any updates arc needed after 01-1249. — (For further information or updates in this section, plense tau Valerie Marley alt 30:5 - 79x..2207) *Please note: if there are any open or c:cpi rgd permits listed in this section, please_be advised that all open and expired permits must receive final inspection in order to be closed out." As of today's date, there are 5 open permit rrs RC48.437 for coostruotion, Odcroo0g -361 for demolition, #MC08 -477 for NC unit, tEL0$ -1544 for elec work, and 08- 1545 for roof work. To die, there 1ms not been a certificate of' l'a000UpanCy application which is required by the Viiiattels Code prior to the sale of the ro �, perry, of the above described properly is a vacant left,, condominium of a townhouse, a .reoccupancy certificate is not needed. w Thin information is subject tit. ethane. Therefore, it In important to call and act a status optima Ott this information prior to closing. Mast submit A new item search tee if any updates are needed after O1- 12-119 (For further finlbrmotinn or »Nate% in R se¢tian, Wenn Malt Gaudio C:uhii105 $1 305- 793 - 2204) PAGE 04 ?J ooiroo,t Prepared By Clara Beater -- Finance :s °'t. --Date • 17; • . yt gP1.9".. • ....... I" • e 0.• 2.47-etA) 7 >C.- ,CeltrZ5 Edward A. LANDERS P.E. 1 J1, , I CONSULTING ENGINE OC- ... ....... .. ... • • • P.E. #038398 11,1 (305)823-3938 7-R-si4wc-E _S-57 9•6 STitegt • 7 VIS t..dres. z_lte 2 '4' t • ....... • •, • • Edward A. LANDERS, P.E. CONSULTING ENGINEERS P.E. #038398 (305)823-3938 Red t\A...ev. 5-37 /1/4) TG-11A-5-r■ton- ffrf5-c hroring Systems I(w k Bolt 11 Expansion Anchor 'Carbon Steel Kwik Bolt 11 Allowable Loads 1 4.3.3 * Values shown are for a shear plane acting through the anchor bolt body. When the shear plane is acting through the anchor bolt threads, reduce the shear values by 20 %. Sh aer Through The Threads ** .Values-shown are for a shear plane acting through the anchor bolt body. When the shear plane is acting through the anchor bolt threads, reduce the shear value by All other values shown are for shear plane acting through either body or threads. 114 Shear Through The Bolt Body. OW= Pr / • ..P HIM Product Technical Guide 10!99 Anchor Diameter In. (mm) Embedment Depth in. (mm) 2000 psi (13.8 MPa) 3000 psi (20.7 MPa) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) Tension 1b (kN) Shear lb (kN) ' Tension lb (kN) Shear lb (kN) Tension lb (kN) Sheer lb (kN) Tension lb (kN) Shear lb (kN) 1/4 1' /e (29) 270 (1.2) 430 (1.9) 330 (1.5) 430 (1.9) 380 (1.7) 430 (1.9) 470. (2.1) 430 (1.9) • 2* 560 590 (6.4) (51) (2.5) 530 {2.6) 530 (2.8) 530 670 530 31/4* 670 670 670 (2.4) (2.4) (2.4) (3.0) (2.4) (95) (3.0) (3.0) (3.0) • 1 % (41) 530 (2.4). 990 (4.4) 650 (2.9) 1040 (4.6) 750 (3.3) 1100 (4.9) 850 (3.8) 1100 ( (4.9) $/e 2114* 1200 1290 1370 (9.5) (64) (5.3) 1470 (5.7) 1470 (6.1) 1470 1550 1470 41/4* 1330 1390 1440 (6.5) (6.5) (6.5) (6.9) (6.5) (108) (5.9) (6.2) (6.4) 21/4 1170 1940 1310 1970 1450 1970 1730 1970 1/2 (57) (5.2) (8.6) (5.8) (8.8) (6.4) (8.8) (7.7) (8.8) 31/2* 1870 2130 2400 (12.7) .(89) (8.3) 2450 (9.5) 2450 (10.7) 2450 2800 2450 6* 2080. (10.9) 2310 (10.9) 2530 (10.9) (12.5) (10.9) (152) (9.3) (10.3) (11.3) 2' 14 (70) 1600 (7.1) 3070 (13.7) 1870 (8.3) 3070 (13.7) 2130 (9.5) 3070 (13.7) 2670 (11.9) 3070 (13.7) 5/8 4 ** 2400 2850 3290 (15.9) (102) (10.7) 3840 (12.7) 38441 . (14.6) 3$4fl 4190 3840 7 ** 3200 (17.1) 3470 (17.1) 3730 (17.1) (18.6) (17.1) (178) (14.2) (15.4) (16.6) 31/4 1970 4140 2320 4140 2670 4140 3200 4140 (83) (8.8) (18.4) (10.3) (18.4) (11.9) (18.4) (14.2) (18.4) 1/4 4' /4 ** 2930 4130 4800 5870 (19.1) (121) (13.0) 5120 (18.4) 5120 (21.4) 5120 (26.1) 5120 8 ** 4000 (22.8) 4930 (22.8) 5870 (22.8) 6320 (22.8) (203) (17.8) (21.9) (26.1) (28.1) 41/2 3330 7070 4050 7600 4670 8140 5070 (114) (14.8) (31.4) (18.0) (33.8) (20.8) (36.2) (22.6) 1 6 4930 6000 7070 8400 9200 (25.4) (152) (21.9) 8200 (26.7) 9200 (31.4) 9200 (37.4) (40.9) 9 6670 (40.9) 7670 (40.9) 8670 (40.9) 10870 (229) (29.7) ( 34.1) (38.6) (47.5) * Values shown are for a shear plane acting through the anchor bolt body. When the shear plane is acting through the anchor bolt threads, reduce the shear values by 20 %. Sh aer Through The Threads ** .Values-shown are for a shear plane acting through the anchor bolt body. When the shear plane is acting through the anchor bolt threads, reduce the shear value by All other values shown are for shear plane acting through either body or threads. 114 Shear Through The Bolt Body. OW= Pr / • ..P HIM Product Technical Guide 10!99 fInfluence of Anchor Spacing and Edge Distance fA, fA (h,� minimum embedment) Anchoring Systems Kwik Bolt 11 Expansion Anchor Load Adjustment Factors (Anchor Spacing) fA Tensile/Shear Anchor Diameter Edge Distance c in. (mm) Load Adjustment factors (Edge Distance) fA Tensile; f, Anchor Diameter Shear f,y Anchor Diameter .97 .80 . 1.0 .82 .70 1.0 .95 .80 5' /z 140 5' /x 140 6'/2 165 7 (178 8 (203. 9 (229'. .87 .93 1.0 6'/: 165 7 (178) 8 (203) 9 (229) 10 (254) 12 (305) 14 (356) .89 .93 .98 .81 .89 .97 .85 .72 .97 .82 1.0 .92 1.0 fA= 0.3 hL + 0.40 for s,>s >s„A,, fm= 0.4 h- + 0.40 for cQ >c>c, Influence of Anchor Spacing and Edge Distance ft, fA (ham m standard embedment) fw= 0.333 ham, for ca>c >cm, 120 10 .95 86�� .81 .67 .56 Eli 1.0MI .80MIMI.89 11•11111 .95 .83 MINN .97 .79 .67 �NMI 11111111111111151 .93 MGM MIMI= 1.0 MINIM 1.0 .92 .67 11111111111111111111111111111111111111111111 �1111111111111111111111111111111111i♦111111111111 .89 fA. 0.3 +0.40 f,, =0 :4 +.0.40 fR, =0.333 h fors,>s >s,„„ for ca >c >c , for cor> c> 4.3.3 Hill Product Technical Guide 10/90 APPENDIX 13-D FLORIDA ENERGY �CJENCY CODE FOR BUILDING CONSTRUCTOR FORM 800E 04R Residential Small Additions, Renovations & Building Systems Compliance with manufactured horns, and fert0VatiOrIS tO Skgkl- and Wend C Sub-Chapter 6 of Florida Enengy Efficlenty Co may be remote by the use of Form 130110-04 for addable of BOO sgoarefeet or less, sfte-installed components of mullpb- faadly residences. Alternative methods are provided foraodalons by use of Form 6009 -04 or 600A-04. 5-37 SOUTH 789 PROJECT NAME: AND ADDRESS: OWNER: 5 N.O.910 Sd-. BUILDER: PERMirfflj OFFICE: PERMIT NO.:r FFITTTTI JURISDICRON NO.: L F t' SMALL ADDITIONSTO EIBSiINB OESIO NOES (o ui MEG �ndnb asem.R�mpta requirements in7ntissstalle 2, and BC- 3appgarea dtiorwmp components njtnto w�@Ihaddltonb��imru healing, cooling, and Ming equipment must � mat only wlerh equipment � � sPuxiflal# to aenra the addition � � ieinp installed in conjunction undergoing itt the d ition constriction. Co hem conditioned s must t fire pry mhdmum Insulation revers. RENOIATIONS (Residential buildings d t. MANUFACTURED HOMES AND BUILDINGS, Only ssed ed e of build *. in Vries 6C-1 and BC-2 app �# to the mmponerds and equipment being renovated or comPo and f+abues are annul by tons BUILDING MComply when complete n system Is installed. CLIMATE ZONE 7 Q 8 9 1. Renovation, Addition, New System or Manufaciured Home 2. Single - family detached or Multiple- family attached 3. If Multiple- family -No. of tmits covered by this submission 4. Conditioned floor area (sq.ft.) 5. Predominant save overhang (1L) 6. Glass type and area: a. Clear glass b. Tint, film or solar scxeen 7. Percentage of glass to floor area 8. Floor type and Insulation: a. Slab -on -grade (R- value) b. Wood, raised (R value) c. Wood, common (R-value) d. Concrete, raised (R- value) e. Caorets, common (R -vakw) 9. Wall type and insu on: a. Exterior: 1. Masonry R -value 2. Wood frame (6tsul au R-vahm) b. Adjacent 1. Masonry (Insulation R -value) 2. Wood frame (elation R- value) c. Marriage Waifs of Mluftipia Units* (Vos/No) 10. Ceiling type and insulation: a. Under attic 0/Isolation R -vine) b. Single assembly (Insutaion Rte) 11. Cooling system* (ry+Pes: central, roan suit, package termltal A.G. gas, existing, Ions) 12. Heating system* (Types: heat pump, elec. gyp, natural gas, LP-gas, gas h.p., room or P1 C, wing, none) 13. Air distribution system* a. Baddiow damper or single package systems* (YeslNo) b. Hot water marriage waifs adequately sealed* (Yesitio) 'Aes , natural gas, with s to „ C e r f ti y that the , . , , „ the calculation arsInconpl with PREPARED BY: Atu's-rfbE.S 0/ 01/043 I hemby certify that this building Is in compliance with the Reticle Enemy OAS Please Print 1. Ab )11-Totil 2. 5 1" 3. 44, 5/0 5. 1 Single Pane Double Pane 8a. /32. sq.ft. sq,fL Ob. sq. IL sq. ft. 7 le %&law cgr4SS Abb (S,Deen, t,$E.t� 3Y lnes -r eF t4 4a.. o std. �TiitiC7 rrea.x2 R= 0 510 tin. ft. 8b. R= sq. ft. 8e. R= sq.tt. 8d. R = sq. ft. 8e. R = sq. ft. 9a-1 R 2- A9 1 9a2 R= sq ft. sq. ft. 9b1 R _ .. sq. ft 9b2 R = eel- ft. 9c. 10a. R= l+Q 5/O sq.ft. 111b. R = sq. ft 11. Tiypm A ttF'77N& SCR: t° / 7/A 12. Type: /167141/1 /1 HSPF/COINAFIIE: 13a. AI /4 13b. N/.4 14. Type:ir�Si�lr3 EF• EX/1W A-.1Co Review of plans and spernicatims coverall y Miscalculation Truncates tenpllance with the Rattle Energy Cod. More construction is campl>ded, this building win be inspected for compliams In Marren fans with Suction 553.908, F.S. MUMS Oil DATE. • APPENDIX 13-D TABLE 86-1: PRESCRIPTIVE REHRRREMMIS FOR BEAU. AMNIONS (890 Sq. FL andLess), RINOVATIONSTO COMPONENT INSULATION INSULATION SISTAU.ED WALLS Concrete Block Frame, 2'x4' Frame, 2' x 6' Common, Frame Common, Masonry R-5 R-11 R-19 R-11 R-3 2: SEER = EER =eaS'r'4JCI z E 1 U 1 ta cc Electric Resistance Heat pewee -Spa . Single Pkg. Room unitorPTIP G natural or prepare Fuel Oil CO el P. j Under Attic Single Assembly. Enclosed Frame Metal Pans Single Assembly: Open Common, Frame R-30 8-19 8-13 R-10 8-11 rz ' t q AFUE = AFUE _ roc a3 Electric Resistance Fu� natural or 1P cul O o Slab-on-g Raised Wool Raised Concrete Common, Frame No Mtnimum R-11 R-5 R-11 0 jIn unconditioned space 2 In conditioned space R-8 No minimum TABLE 68-2: PRESCRIPTIVE RE NPREMENTS FOR GLASSARFAS MIMESIS ONLY Madmum Climate Zones 7, 8, 9 EQUIPMENT AINOMUM EFFICIENCY INSTALLED EFFICIENCY ^ z 8 Central NC -Spat Sires Pkg. Room unit orPTAC SEER =13.0' SEER =13,0' E 1 =as SEER= SEER = EER =eaS'r'4JCI z E 1 U 1 ta cc Electric Resistance Heat pewee -Spa . Single Pkg. Room unitorPTIP G natural or prepare Fuel Oil HSPF =7.r HSPF = 7.r COP =2.r AFUE =.78 AF= .78 HSPF = HSPF = HSPF/COP= AFUE = AFUE _ roc a3 Electric Resistance Fu� natural or 1P EF =.92 EF = 54 EF= EF _ • See-Fable 13.807.1.ABC32arid 13- 608.1.ABC.32 pence dage glass to floor area allowed Is selected by type, aver/ang length, and solo heat gain coefficient Mariam % =2o installed %_ / bb Single GLASS TYPE, OVERHANG, AND SOLAR HEAT GAIN NT REQUIRED D FOR GLASS PERCENTAGE ALLOWED LU3T030% UP TO AM UP TO 50% Doible Single amble Stale Double Single OH-SHGC OH-S HEC OH-SHGC OH -SHGC OH-SHGC OH-SHGC OH -SHGC OH-SHGC t i• 0' -.75 a -.78 P -87 1' - .75 -sr 1' -.78 - .61 3' -.87 2' -.75 r -.57 0' -.39 2' - .78 1' -.61 a -.44 4' -.87 -.75 z• -sr r -.39 0' -.30 -.78 2 -.61 1' -.44 a -.35 Get certified SHI3C from the manufacturer or use defaults; Stele clear SHGC =.75, double SHGC =.66, and single tint SHGC =.64 TABLE 8C3 MIMBAULA REQUIREEt1ENES FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS Exterior Joints & Cracks 606.1 Exterior Windows & Doors 601.1 To be caulked, gases or otherwise sealed. Max. 0.3 dm/legit. window are S drn/sgft door area. Sole & Top Plates Recessed Llghth g 608.1 Sole plates and penetrations through top piles of exterior waifs must be sealed. t7 608.1 Type IC rated with no penetrations (tyro alternatives allowed). Multistory Horses 608.1 Alr bawler on perimeter of fioor carry between floors. AMA. Exhaust Fans 606.1 Eixkeust fanavented to unconditioned spa/tested have dampers, evacept for 00;01190os devices with tntsgral exhaust ductwork Combustion Healing 606.1 Conbustlon space and water heating systems must be provided with outside combustion air, except for direct vent Water Heads 612.1 Coirpty with etikdency requirements In Table 612.1.ABC 32. Switch or steady narked circuit banker electric or cutoff (gea) mustbeprovded.1 or bdltts heat trap requtrotfiove:tied pipe risers. N /A- AI/A Swimming Pools & Spas 812.1 Spas &heated pools must hays covers (enmept solar heated). Noncoarrrerdal pools must havea pinup timer. Gas spa & pool heaters must have minimum thermal efficiency of 78% i\l/4 Hot Water Pipes 612.1 Insulation Is required for tot water c(rculatlng systems (including treat recovery units). Slower Health 812.1 Waterflow mast be restricted to no more than 2.5 gallons per minute at 80 psi. N/A N1f} HVAC Drat Constriction, Insulation & Installation 610.1 All dulls, fittings, mechanical equipment and plenum chambers step be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section 610.1. Ducts in attics must be Insulated to a minimum of R-6. HVAC Controls 607.1 Separate readily a manual or automatic thermostat for each system. GENERAL DIRECTIONS: 1. On Table 8C-1 indicate the R •value of the irsulaton bell added to each component and the lei of the �nretnt installed. AD R- 6msand i installed mast naQ or d the minbnum values Iced. Components andequdpnumt ra u being added nor renovated may be left blank 2. ADDRESS ONLY. Determinate perceitage of new glass to conditioned floor area in the addition as toilets. Total the areas of all g windows, sliding glass doors and gds door panels. Double the area of all nonvertical roof glass and add it to the previous total. When glass in adding Warrior walls is being removed or d by addition, an amount equal to the total area of glass may be subtracted from the total glass are. Divide the ad}nsted glass aura total by the conditioned floor area of the minion. Mutt by 180 to grd the percent. t. Rnd the largest percentage under which your calculated percentage falls on Table 8C-2. Prescriptimeare given and o the minimum solar feat gain allow Is�specit Ad igless wt wsand pane) ppr�u sly f warrior Da house a being reketaildfnths addii� do have to comply with the overhang and solar heat gain coefficient requkmnetdsan Table 8C-2. Al new glass in the additon must nraetthe requitement for one of the apMons in the glass percentage category you lmdkafed. The overhang (DPI) distance Is measured perpendicularly irmnn MB face of the glass to a point e8rectly under the outermost edge of the overhang. 3. RENOVATIONS ONLY. Replacement glass needed meet the fedlawhg requirements. Any glass type and solar heat gab ccsifficient may be used for glass areas Mich are under bast a 2-foot collard and whose lowest edge does not extend further than 8feet from the eashang. Glass areas being renovated that do not rreetthls criteria mast be either single-pane tinted, double -pane clear or double -pants td. 4. BUILDING SYSTEMS. Comply when new system is Metalled for system Installed. 5. Comps the Information requested ante top half of page 1. 8 Read'Mhdmum Requirements for Small Adak- ns a Renovations; Table 8C-3, and deck all applicable items. 7. Red, sip a date the Itwner /Agent' certification statement on page 1. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: December 22, 2008 Inspector: Bruhn, Norman Owner: Job Address: 537 96 Street Miami Shores, FL 33138- Project: <NONE> Contractor: EA LANDERS G.0 INC Permit Type: Residential Construction Inspection Type: Shutter Attachment Work Classification: Alteration Block: Phone Number Parcel Number 1132060171570 Lot: Phone: 305 -823 -3938 Building Department Comments Friday, December 19, 2008 Page 1 of 1 1,0 i) 0 Passed Inspector Comments CREATED AS REINSPECTION FOR INSP - 77664. Topp trackj gap exceeds 1/4" JR cc `/o f XO.,,r4S' o..4.- j'foi Failed � Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, December 19, 2008 Page 1 of 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33 138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type: Electrical Permit No. Master Permit No. 3- -68-1 ;T 517 Rr212'88 BY -' c Owner's Name (Fee Simple Titleholder) 5/A4 !2-Q Cociaiimi Phone # Owner's Address -33 6 r By9.0 L, t ! jtjk City 1!' State hi,/, Zip Tenant/Lessee Name E -MAIL: Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # %% 3 5-37 Afe 4?//454 S5 30� Phone # County g-06 017 / 5'70 Miami -Dade zip 33 L3 V Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address City Qualifier Name State Certificate or Registr E -MAIL: Architect/Engineer' Phone # ® �.�� ®Ze99/ Phone # ¢ rj ®� — 9.5.20 ®zoo/ Certificate of Colnpetency No. t G®d Value of Wor` Type of Work: DAddition ['Alteration Describe Work: g /S/Qo- Phone # U0i 7" Square / Linear Footage Of Work: 600 Gam- £ ❑New ❑ Repair /Replace El Demolition &xxxxx xxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxx Fees'rx*Xteat* * * #x#x' **xxx * % *x ****x' **'°** xxxxxtkxx Submittal Fee $ Notary $ Training /Education Fee $ Scanning $ Radon $ Permit Fee $ Y 4°® CCF $ CO /CC Technology Fee $ Bond $ Code Enforcement $ DPBR $ Double Fee $ Zoning $ Structural Review. $ Total Fee Now Due $ 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. 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 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 1/ day of %' ®V , 20 d K by �� 711J C:+e Rg , who is personally known to me or who has produced As identification and who did take an oath. NOTARY P BLIC: Sign: Print: My Commission Expires: *xx *rx *** * * *r. "Y•- JUDITH L KREGG ? xxx ° Expires June 17, 2011 APPLICATION APPROVED BY: (Revised 02/08/06) Bonded That Trey Fain Insurance Signature ontractor The foregoing inst ument was �acknowledged before /v v day of U , 20 ® rb, by /1`6 f fs C% who is personally known wn to me or who has produced as identification and who did take an oath. e this %9 xx NOTARY PUBLIC: Sign: Print: My Commission Expir xxxxxx x * * * * * * *xxxxxx* JUDITH L. KREGG rn , t*CalithiAitt MO** Expires June 17, 2011 a• Bonded Thru Troy Fain Insure 800 7018 moo' a-A' Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Roofing Pe `may., ��p� a'a 2 3 2 ^s9t6 BY: -.-. - rmit No. gtOs-437 Master Permit No. Ir Owner's Name (Fee Simple Titleholder) 5/A W4- ZCC Q / Phone # % (®3 - s Z s - 3-7/0 Owner's Address 5 0 ' rat dS (Lit a 1L C ,k City State V✓I M Tenant/Lessee Name PV/k— Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip 3 3 t ' '2i FOLIO / PARCEL # Is Building Historically Designated YES_ NO Contractor's Company Name i. f(4-5 CC /N C-- Phone # 7 � 'Z ` 3 Contractor's Address S * 7 N In! t'1 10114 5T 9-01, Zip S ` 9 z1 Phone # S 37 Ne_ °� c. 14r City State PI ame L'NO A . L AmAN0A, s Zip -3 v 1 G, Phone # �3 J' 3 ate or Registration No. Ci C 411 2 'I 1 Certificate of Competency No. er's Name (if applicable) M P CAs<vv1 P ('Z- L Phone #' O 6" 5ZE ° 3 0 3 7 Value of Permit $ Type of Work: Describe Work: ['Alteration Square / Linear Footage Of Work: ['New oV ❑ Repair/Replace ❑ Demolition A u'-S UP° -1-D Ali X0,3 * * * * * * * * * * * * **:x***** *****************Fees******* * ** ******** * * * * **** : **:x****** *** ** e4 Permit Fee $ �" CCF $ CO/CC Submittal Fee $ Notary $ Scanning $ Bond $ Training/Education Fee $ Technology Fee $ Radon $ DPBR $ Zoning $ Structural Review. $ Code Enforcement $ Double Fee $ Ertl w Total Fee Now Due $ 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, BOIT.RRS, 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 t, absence of sd h posted notice, the inspection will not be approv 'd and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this /9 Signature Contractor The foregoing instrument was acknowledged before me this is day of i\J0V , 20 ng by MAIe.TI4 1 a% iti4IerI , day of lV r b'1 ,20 08, by abotrit- G -AMbEk who is personally known to moor who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 07/10/07) i*,_ JUDITH L KREG *WetkfirnfsttilititY �3 * ** .pro Expires June 17, 2011 ,lio- ".' y Troy Fain Insurance 800485.70% NOTARY PUBLIC: Sign: Print: My Commission * * * * * * * * * * * * * * * ** .72531 � or Expires June 17, 2011 -.A/� �' ;;t°�� Bonded Tim Troy Fain Insurance 80p.385.7010 Plans xa ner Engineer Zoning ** Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: December 31, 2008 Inspector: Perez, JanPierre Owner: Job Address: 537 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Contractor: RONS AIR CONDITIONING INC Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Addition/Alteration Phone Number Parcel Number 1132060171570 Phone: (305)233 -9944 Building Department Comments Monday, December 29, 2008 Page 1 of 1 , � F 11 l'q Passed Inspector Comments 14) Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, December 29, 2008 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)7952204 Fax: (305)756 -8972 Inspection Date: December 31, 2008 Inspector: Perez, JanPierre Owner: Job Address: 537 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Contractor: TVW JAN 01 2001 RONS AIR CONDITIONING INC VRIP Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Addition/Alteration Phone Number Parcel Number 1132060171570 Phone: (305)233 -9944 Building Department Comments t 24 3 (I Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Monday, December 29, 2008 Page 1 of 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATI FBC 2004 Permit No. K. o& " 441 Master Permit No. Permit Type: Mechanical Owner's Name (Fee Simple Titleholder) S k via [-o C it Phone # 7 C 3 • 5-2 31' O Owner's Address 2:/ NE: °I Co City PCMPr 'pc\♦ $t 65State FL Zip 3(3' Tenant/Lessee Name Phone # E -MAIL: Job Address (where the work is being done) S 3'7 N t 96.E T j City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 1(• 32 of • 0( 7 OM Zip 3 7) 3 s Is Building Historically Designated YES x NO Contractor's Company Name Contractor's Address :' / City Tir r2,, Qualifier Name Certificate or Registra E -MAIL: 4x..} ' Phone# 303- ; 33 - �f 3 State r_ Zip 3 3 /$'J Phone # 3 '„:2 33- toel« n No C 3 577 ' Certificate of Competency No 0,6 3 (-,1 0 Y j ineer's Name (if applicable) Aritc- CAetied le" L.L. Phone # •cS S2-5- 3 6 77 Value of Work For this Permit $ Type of Work: Describe Work: ❑Addition lad" 2141%" 4) iy Square / Linear Footage Of Work: ElAlteration ❑New ❑ Repair /Replace ❑ Demolition xxxxxxxxxxxxxxxxxxxx xxx xxxx x xxxxx x,c*** ae Sxxxxxxxx xxxxxocx ***Mx. ***************x xxx Submittal Fee $ Notary $ Scanning $ Radon $ Permit Fee $ Training /Education Fee $ DPBR $ Bond $ Code Enforcement $ CCF $ CO /CC Technology Fee $ Zoning $ Double Fee $ Structural Review. $ Total Fee Now Due $ 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. 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: 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 and a reinspection ee will be charged. Signat Owner or Age The foregoing instrument was ackno ledged be ore me this da y ofr� , 20 D4, by °` tf e— / 4d fet � who is personally known to me or who has produced 1)''t 1)e-r.5 Z r e_et i e. As identification a • h• d NOTARY PUBLIC: Sign: Signature Contractor The foregoing instrument was acknowledged before me this / / 'K day of MAP -0,H , 20 Or, by 4NALD SP /C4 L , who is personally known or who has produced as identification and who did take an oath. NOTARY P BLIC: 8S. ;HIE S. MAXSON Notary Public Minnesota ion Ex.ires Jan. 31, 2010 Print: eon n 1`- -- My Commission Expires: /% // ,,,,96/6 *************** * * * * * * * *** ****************w*xxx xx********* ** **ie= ****x**a'e ***, * i a My Commission Ex APPLICATION APPROVED BY: (Revised 02 /08/06) � Commission DD 672531 sJ y�,q� Expires June 17, 2011 Plans Examiner Engineer Zoning eigillig Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: December 16, 2008 Inspector: Rodriguez, Jorge Owner: Job Address: 537 96 Street NE Miami Shores, FL 33138- Project: <NONE> Block: Contractor: G ROOFING INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060171570 Lot: Phone: (786)260 -1006 Building Department Comments Monday, December 15, 2008 Page 1 of 1 Passed , Inspector Comments . CC 2 DIFFERENT TILES ON THE ROOF CC jiaL; r r G' /os-6..z. 4 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, December 15, 2008 Page 1 of 1 ^e -� eaUSU MS ataieg A : A -1 CONSULTING ENGINEERS, INC ROOF STRUCTURES CONSULTING tif ROOF PROBLEMS ? ?? UPLIFT TEST EXPERTS ON SITE CONCENTRATED UPLIFT LOAD TESTING ROQE TILE IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE TAS No. 106 SITE SPECIFIC INFORMATION 1 Owner's Name: Permit #: /� �'�� /5 Job Address: i e: % Si-- "---44,,..77 Roofing Contractor: g. ��f,�� ®•� Type of Tile: l7 %lam Date installed: Approximate Roof Height: /" feet Roof Pitch:347°' Type of Access to Roof: i/ Scaffolds Ladder Other Approximate Square Footage of Roof: - ft 2 Required Testing Force. 35 lbs. Testing Equipment: F.G.E. 100 Date Tested: r.-// 'EST LOCATIO UPLIFT PULL TEST ST LOCATION UPLIFT PULL TEST TEST LOCATIOt UPLIFT PULL TEST TEST LOCATIOA UPLIFT PULL TEST VEST LOCATOA UPLIFT PULL TEST TEST LOCATION UPLIFT PULL TEST 1 / ., 26 51 76 101 126 2 27 52 77 102 127 3 28 53 78 103 128 4 29 54 79 104 129 5 30 55 80 105 _ 130 6 31 56 81 106 131 7 32 57 82 107 132 8 33 58 83 108 _ 133 9 34 59 84 _ 109 134 _ 10 35 60 85 110 135 ' 4. _: m 36 61 86 111 136 12 A ' 37 62 87 112 137 13 38 63 • 88 113 138 14 39 64 89 114 139 '15•_, 40 65 90 115 140 16 41 66 91 116 141 17 _-_ 42 �� 92 117 142 18 19 `Y_ —i ' 43 j —Pa 93 118 143 44 . 69 •• 94 119 144 20 _-_ 45 , nswl NU n`i mfe rfo5 120 145 21 _-_ 46c 71 96 121 ' 146 22 mom= . ` 97 122 147 23 1 48 00 - . . 73 98 123 148 24 r 49 74 l 99 124 149 25 1 50 75 100 125 150 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT SUBMITTED BY: Remberto Contr-- a '.E. P.E. # 21522 A -1 CONSU`TIN' ENGINEERS, INC. Lab; Certificati n # 07- 0306.03 Renews: 01- 1224.05 4383 S.W. 70th Ct, Miami, Florida 33155 • Telephone (305)740 -9550 -. Fax (305) 740 -9550 ENGLISH: CeII (305) 609 -6388 • SPANISH: CeII (305) 498 -9804 A-1 CONSULTING ENGINEERS, INC ROOF STRUCTURES CONSULTING UP LIFT TEST EXPERTS owes Ne n Job Address 537 Nf '4 5T /40o l) Pam*# Roofing contractor f,4 skit (::00 s /FveC, :o w - Type d na 1;447 7/c • Dale imbed App rardmeoe Roof Heightr .feet Type of awes to Rod Roof Pilch 3" a Appncdinde Some Footage of Rod' 3 ft 2 Replied Testing Face ..351s Number artists Phone # 3&S 7,8 9516, Date Tasted / ?/ /or Contact Nene ,60A, SKETCH OF ROOF 1 0 4383 SW 70ai Mat NMI, ROO 33155 M 'iiehphons (305,1011550 rot (305p40-9550 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: December 18, 2008 Inspector: Bruhn, Norman Owner: Job Address: 537 96 Street NE Miami Shores, FL 33138- Project: <NONE> Contractor: EA LANDERS G.0 INC Permit Type: Residential Construction Inspection Type: Drywall Screw Work Classification: Alteration Block: Phone Number Parcel Number 1132060171570 Lot: Phone: 305 - 823 -3938 Building Department Comments Passed oizezirj, Failed Correcti •f n Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments cc Same as framing NB Wednesday, December 17, 2008 Page 1 of 1 IIt' AFI A. CAMpI3ELL ARMEE -CT 373 N.E. NNE SJIW MIMII SHIES. fly. 33138 7542318 a F 758 -7€66 Date: December 8, 2008 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Re: Permit # RC08 -275 537 Residence 537 N.E. 96th Street Miami Shores, Florida 33138 Folio #_11-3206-017-1570 Attn: Building Department, FL. SIC. 1 AR 0011074 This letter was prepared for the residential property to verify and confirm that the wall above the new steel reinforced beam meets the minimum requirements without filling the block cells up to the existing rake beam. The installation was inspected and approved. Respectfully submitted, Mark A. Campbell, Architect State of Florida: #0011074 537 Residence Inspection letter 12 -08 -08 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: January 05, 2009 Inspector: Bruhn, Norman Owner: Job Address: 537 NE 96 Street NE Miami Shores, FL 33138- Project: <NONE> Contractor: EA LANDERS G.0 INC Permit Type: Residential Construction Inspection Type: Termite Letter Work Classification: Alteration Phone Number Parcel Number 1132060171570 Phone: 305 - 823 -3938 Building Department Comments Monday, January 5, 2009 Page 1 of 1 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, January 5, 2009 Page 1 of 1 Notice of Preventative Treatments of Termites (as required by Florida Building Code (FBC) 1816.1 Bug's Exterminator's 3520 West Broward Blvd Suite #112 Fort Lauderdale. Florida 33312 954 -587 -5559 License# JB288 1`1/19p1,_5'7,1e, ) Address of Treatment or Lot/Block of Treatment Dat Time Product Used Chemical Used (active ingredient) Percent Concentration DA2 Applicator ZS G/( Numb of gallons applied 1 Area Treated (square feet) Linear feet treated P t6- Stage of treatment (Horizontal, Vertical, Adjoining Slab. retreat of disturbed area) As per (FBC) 1816.1- If soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. If this notice is for final exterior treatment, initial and date this line I la eC Date Notice of Preventative Treatments of Termites (as required by Florida Building Code (FBC) 1816.1 Bug's Exterminator's 3520 West Broward Blvd Suite #112 Fort Lauderdale, Florida 33312 954 - 587 -5559 License # .113288 S'3? n)) g 1,0poiI 5 14?/1 Address of Treatment or Lot/Biock of Treatment - 7 &it , S C Product Used Percent Concentration tteM Time Chemical Used (active ingredient) �Ob sk. Area Treated (square feet) LEO Nfle ufb' Applicator 51) Number of gallons applied Linear feet treated Stage of treatment (Horizontal, Vertical, Adjoining Slab, retreat of disturbed area) As per (FBC) 1816.1- If soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. If this notice is for final exterior treatment, initial and date this line—PM I ' 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204-VII: (305)756 -8972 • :apeio In' 1 Mbe Inspection Date: 09/03/2008 Inspector: Grande, Claudio Owner: Job Address: 537 96 Street NE Miami Shores, FL 33138- Project: <NONE> Block: Contractor: EA LANDERS G.0 INC Permit Type: Demolition Inspection Type: Final Work Classification: Building Phone Number Parcel Number 1132060171570 Lot: Phone: 305 - 823 -3938 Building Department Comments DEMOLITION OF: WALLS FENCES DECKING ROOFING STEPS PATIO a Passed / Inspector Comments CREATED AS REINSPECTION FOR INSP-91756. CREATED AS REINSPECTION FOR INSP-76306. No one home, no answer at door. No permit available for inspection. 8/6/08 CG PLEASE CALL MICHAEL LANCINA 305.785.7394 NO ONE HOME, NO ANSWER AT THE DOOR OR PHONE ABOVE A bg,4-1 0y r Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, September 2, 2008 Page2of2 Miami Shores Village, Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: ( 305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 ug 2 per, 716 Lr �.� BY° Permit No. gc OK iS4 Master Permit No. O 45-1 Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) „SI/ it (Z 0 ( I t ` �'. � a G��p 7 /L441, ,: Tenant/Lessee Name ` _- ,� /ye ,6 Phone # Job Address (where the work is being done) /(0‘� City Miami Shores Village " County Miami -Dade FOLIO / PARCEL # J/ l, Oa o /7---, /, 7 P Is Building Historically Designated YES NO Contractor's Company Name 071+ r z o®FBn e Phone # 6260 i e e* Contractor's.Address / LA /9/ fiat e City 0 0le1 State Pia dea Zip Qualifier Name 1127,760/10..S Cern "S - Phone # Zip • State Certificate or Registration No. dm /39,713 Certificate of Competency No. Architect/Engineer's Name (if applicable) ®r' r Value of Work For this Permit $ ` c 0O4, Type of Work: ['Addition ['Alteration Describe Work: Phone # A/41— Square / Linear Footage Of Work: epair/Replace ID Demolition * * * * ** * * *** **** ** * * * **** *** ** * ** ***Fee * *********** * * *** * * * * ** * ** ** * ** * ** * * * ** * * ** Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Double Fee $ DPBR $ Zoning $ Structural Review. $ Total Fee Now Due $ 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 At.N''DAVIT: 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 1'0" day of 20 Ut° by N1.3.00 1-C p 0: Ni who is p natty known to me r who has produced As identi ordid PA`c V JW BRANHAM Notary Public y� Minnesota ssion Expires Jan. 31, 2010 Signature bCon i' ctor Th oregomg mstrument was ac . owledged before me this day of ..� „/ 2O doeby &/ an e'65 s,,c -i who is perso ally known to me or who has produced as identification and who did take an oath. My Commission Expires: ************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08106) NOTARY Pit ryIic61iC Sign: Print: Iris Lopez ssion# DD350241 r sAug.26.2Ns tary.com My Commission Expires: * ** * * * * * * * * * * * * * * * * *, *** * * *** * * *** * * *** * * * *** ** *,r Plans Examiner Engineer Zoning (- ' 2 Ci 298 SECTION 1524 BYO � ....... m- HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the e and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. Kc . Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be ad ressed as part of the agreement between the owner and the contractor. r 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Ce de. The roof deck is usually concealed prior to removing the existing roof system). ( 3. Common Roofs: Common roofs are those which have no visible delineetio ketweer n• 'eTgh• boria" "• nits (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing cotoa%dtwow • • should notify the occupants of adjacent units of roofing work to be performed. • l• • • .... ••• •IV 4 t*.'.._4. Exposed Ceilings: Exposed, open beam ceilings are vvhere the underside:2f 116 ' • ewed from below. The owner may wish to maintain the architectural appearance _ erefore. rtSdfina 4T: ". penetrations of the underside of the decking may not be acceptable. The Florida EN • • • option of maintaining this appearance. • • • • • , ° • • �.•.. '. ■ . 5. Ponding Water: The current roof system and /or deck of the building mvy �� d ° `, . g• use water to pond (accumulate) in low -lying areas of the roof. Ponding can be•ap•inglication•Q? structu` •••� distress and may require the review of a professional structural engineer. Ponding may slnr•tej •the Iite expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not erloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. igg 9 /tee wner's /Agent's Signature Date Contractor's Signature Prropetty Address Permit Number ViLA ate' 4 U F �--, 33 I Rev :112012005, Computer Services, Building Department Florida Building Code Edition 2002 V Hurricane Zone Uniform Permit oHcat1onF�rm. Section A (General Information) Master Penult No. Process No. Contractor's Name Job Address A/9F 5 7— O Low Slope El Asphaltic Shingles • New Roof ROOF CATEGORY O Mechanically Fastened Tile 4111tortar/AdhesIve Set 11e O Metal Panel/ShIngles 0 Wood Shingles/Shakes Are there 0 Prescriptive BUR-RAS 150 Gas Vent Stack Yes 0 No ROOF TYPE Type: Natural 0 LPGX •••• • • • • .•••• e-Roofing 0 Recovering 0 Repair L. ,gPflaintensmcg Low Sirof Area (SF) • • • •• ROOF SYSTEM INFOFUAATION • • • •• • • • '..* • 1. 9f • Steep Sloped Roof Area (SF) Total (SF) Section B (Roof Plan) 00041 • • • • • • • 0•0• • • • • • • • • • • Sketch Roof Flan Illustrate all levels and sections, roof drains, scupftbrs; ovedfdvr. • scuppers and overflow *Om Inchmde dimensions of sections and lewd°, °Wig identify dimensions of elevated pressure zones and location of parapets. IMINIMMEMMMMUNMEMWMPOIXIMMIMUMINIMMEMMEMMUNIMPEKENNUMMIMMEMOMMUNIMIMEMMIMMIOMMI IniMMINMEMINNOMMUNIMMINNUMNininiMMOMMMMEMONMSMEMEMSOMMIMMOSMONSIMMEN. IIMMIMUMNOMMIUMMIESNEMMUMMERMUMNIMUOMMINOMMERMOMMIMMERNMMOOMMMOMMUMMIMUM InnEMMIMMIMMUMMMIMMIMMIMMIMMIMMEMMIIMMIIM M mmummummummarnammummummiummummormsam Immlimminommemiummummmommomnamilmaammulimmumpanimmaimmumminommi IN moninnimmisimi manornmeminsiminimmimmunftiOWNOSIMMOISSminswimmisims IM MMOMIIMMOINIMMIMMTIMMIIMOMMIMMMIMMIMMIIMOMMaiZ4MMIMMalammlIMMIIMMIMIMMOMMEMMIMMOMMOM I 1m ImPlustmosmunim IIMMOMMIMMISmallaMMEMMIMMIMIMMICONL,AMMIMMIMMIIMMEMMIMMIMMOMMIIMMEN MI 111■111111mMEMMOMMICOMMV:MIIMMEW".■OMMIWINPAIMINIMMIIIIMIWNIMMOMMOMMIMIMIMMIMMIMMIUMIN IMMMIIMMUMIMMOMMIIMMOWAMIMMMMIL41111w-WAINIMMMIIMMOMMMIWIMMIMIMMIIMEMOMMIMINMMWOMMIIM IIIMMIMIMMIMMIUMMIMMarAMINMOMMIIHM10MOWWWMIRMOMMOMMIMIMMOMMINIMPUOMUMMENMINM sumummunimmiumnammammummlnivismarawArommimmummunimmummormormammems IMMINMEMMIIMMOOMMEIIMMIMINIIMMMIMMIMIMINOMMMaaaM-;.AMMINNWIMIOLIMMOMMIMMIMINIMINIMMIMMIMI IMMUMMIMMEMMIIMOMMIIMMIIMMOMMMEMP71_111011m1IMIAMMMIMOMMIIMMICIMMMIMMM MMIIMMIMOMMIMMIMME NUMMI MamMIMMMOMMMIMMIummaMMMEMPAWAIUVMMIMMOMMOOMMIIIMMOMM mummannmummum Mils imps 11,011111111MMIMIWAWAP5011C46.101111MMIIMMMIIMMMAMMMMIMIMMIMMWMPIIMMIMMIMMM Immor-.0millammumillammammimumr:ALsmilummisrammassomr—Ttmvxgmmailismommulm KommonsummEmsommtlimummummummummanrumnimummaymmummiligismormnimmummummarour IMMIIIMMOMMMIMMIMIMMOMMIUMMIMMIMMORIMMIIMIMMMEMIEMMIMMIMMOMMUMIMMIMIUMMUMMIDIMMOMMIIM mallimmmunninimmunummunimponmsrAmorylorm nammilownimmimmiummunalummorm IMM11IMMIIMMIRIIMIMMMMMIMMfII IMOPlf,A'0"aMMOIm nnOOMmMurMnummMOMPOImMMIpMMOIW IIHMMMMMOMMIMMMmaMMM OMWmMmMMIIMMMMAMMIMIIMIMMILMMIIMMEM I 110MMOMOMOMMMMIMMIMMMOMMNIMMEMMIAMIMmmaMMMIIMMMEMOOMMIIMMINMMOM imilissiminssummumilmemmummomr,,zaammommpommsgenammisimummulsommi wilmommi ininvimunerniSsimmummaprommignimommAnnommimmomminstrummu lummeruplimumme.-- ._1710fAimmommsammmummilmommommormainimmulimmii •"MI IMMIMEMIMMOMISMiummimilammillniMIMMUMWMIMMONOMOMMINUMINWIMINEIMMI MOM immulpinginNsignimiNOMMtmommommistrisimmiumiummismirmilissmilmas 01111 IMMUMIlimMamaillimalmamManam■mmammamMIIIMAIMMaanmmamMiumammalmrm'411114IA•ali MamallEN aummunimmemmemmummammonmarommurrAmmummommow.ommilm,gmAvimmspu surnmm• IMICOMIMOMIMIIMMUMMIIMmummiammammwmairrnallamilmammr=a)arlailwalMMUMMOMMIma ImmommalummumarmsonimmenumromrspumirmosommomwmPurAluwAmommusimuswwwwsim MommalOOMMOMMOIMMIMIMMIMMNIMINOWearimmumwrimmaallaMMaZilluMaMMIMIMMEIMIMUMMMIIIMMIIMMWM IIslamiamamMIMMaamaaalaaamarOMiwU/MVANrA"mm00MmNMaMMalmmammmanpnampaAMIMANOMMIMMOM gm mmasamommaINUMMEMMalammmm:IM,Mar•emuoaOMIMMOMMaaapmmammmammummaaa I MMIMMIMIMMMMMIMMUMOMMAONTAMMMIIMMOMOMMMOMMIMOMIMMOMIMM wormsvimprinsapammilimimmanummunimmimmemmanammummw7.gammommmmonmommerms mulmanlIMOMMENIMMOMINIThilliAMIIITIMIMMINISMpriiiIMMINIMIUMIIIIIIrlin NM :OBI SOMMIIMMIIMMIM MUM JIM PM mmemommommisomprommormommomm!" willOr mi •immilmminImmummumpormomm MIMMIOMMIalarnalarnam__„,,,ma MMIUMIESO imalaalla MamalalaMMOmm . ____,Erolia,000:40..*.....AMIMIWOMMI IMMUMm ■."."--77- ----..T. ----sAWWW.malaMMIMMIMIlmamMMOMMIMMOMM mammummmaaaMmaMMOMmallall mu Mail iiiiiimiump mum muludiummerimm MINOWilimpipagM,M1:11 alluslirs 1 nsimmilmomm arsprimus IMMOIMMIIIMMulm mmammom■■■■■■•■■■ii m ■ IMMMIIIMI OMIBI a IMMOMMIIIMMIMMINEMMOMMIMOMM IIMMUMMUMMAIN WIRIMINOONMONOMNIMMIUM ma all MMIOMMMIOMM a MUM MEM mmapassimummummuromminsammpampumemommammoussummummummimm immammommmummemaammmummummummommmlammaammmammamaaMMIMMIIMMIMMOMMMallarnall .. , .. . _ . _. .,.. ,_ .,. _..........„. ., . .. „, , ...... _., ., .., _4._ ..., ...... ,,,.... ,. ,.. . 123_01-48 5/03 PAGE 2 Florida Building Code Edition 2002 Vel • • Hurricane Zane Uniform Permit = ,. • Form. Section D (Steep Sloped Roof S'¢3tem) Roof System Manufacturer: 0/7-00/i/ fie, 77,4Z6- Notice of Acceptance Number:" .07-49-0 - �- Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: —45a/ P2: --495° / P3: --9�a Maximum Design Pressure (From the NOA Specific System):° Method of tile attachment: firlyfiA �t 6 : . •. • ••• • -• •• • • • • • •• • • • •••• Steep Sloped Roof System Description's 's • • • •••• Deck Type: • • • • • • •••• • ••• • • •• • ••• ••• • six d •phy /97.2 ype Underlayment. nsulation: Fire Barrier: astenerType & Spacing: R dhesive Type: ype Cap Sheet: e iked07/0 ,a/t41 Mean Roof Height: 42' oof Covert 2rT2 T ; =,$ a Drip Edge: 123_01 -48 5/03 PAGE 4 •••1 .• • •••l • •••4 • ••l • 1 ••1 • • • •••1 ••• Florida Building Code Edition 2002 Vel • . Hurricane Zone Uniform Permit Form Section E (Tile Calculations), For Moment based tile systems, choose either Method 1 or 2. Compared the values for Mrwith the valves from Mf. If the Mt vanes are greater than or equal to the Mr values, for each area of the roof, then the the attachment method is acceptable. _ Method 1 "Moment Ba Tile Calculations ns Per RAS 127" 0;7 ®1x F 131 o - Mg. = NOA M ` z)03 ®m W, ..714 -Mg: Ve 2-6mMr ' NOA Mt : 5& P z 0.330.0 1.36)- Mg :es 2-5 m mr • B NOA Mr Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below NOA Mr •••• • • •• • • •• • •• • • .• • • • • • •• •• •• •••• • •• •••• • Mr Required Moment Resistance* 15' 20' 25' 30' as Roof :I • • 2 34A 311.5 38/ 39.7 422 "'P.; • •112 322 34.4 36.0 37.4 39.8 Z12 •••• 30A 32.2 33.8 35.1 37.3 •••••5'•12 28A 30.1 31.6 32.8 34.0 •_•••_.612 26.4 28.0 294 30.5 32.4 • • •7812 24.4 25.9 27.1 282 30.0 • • • • • • • • • ;Mast be used in conjunction with a list of moment based tile systems endorsed by the . • •"' Browa&Cointy Board of Rules and Appeals. •• • .• • •• • • • • •• For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area•of the roof, then the tale attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pi: zl: _ Z w:_ ) —W:. cos 0: = F1: NOAF' (P2• a1: = x w: ) —W: cos 0: = Fr2: NOA F' (P3 : z 1: = z w: _ ) — W: z cos 0: = Frs: NOA F' Where to Obtain Information Description Design Pressure Symbol Pl orP2orP3 Where to find RAS 127 Table 1 or byan a gln sis prepared by PE based onASCE 7 Mean Roof Height Roof Slope H Job Site 0 Job Site Aerodynamic Multiplier Restoring Moment due to Gravity Attachment Resistance NOA Ms NOA Mr NOA Requited Moment Resistance . Minimum Attachment Resie<sncc Mr Calculated NOA Requited Uplift Resistance Average Tile W F: Calculated w NOA III : R:f U,U 1= length w— width NOA All calculations must be submitted to the Building Official at the time of permit application. 123_01 -48 5/03 PAGE 5 MIAMI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hanson Roof Tile 858 South M litary Trail Deerfield Beach, FL. 33442 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 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 thecPigkoto have this product or material tested for quality assurance purposes. If this product or mattriaJ, fails to perferm in the accepted manner, the manufacturer will incur the expense of such testing and the AHJymay 4mmedift4 . revoke, modify, or suspend the use of such product or material within their jurisdiction. .��` : reserves the right • to revoke this acceptance, if it is determined by Miami -Dade County Product Control v4s Q J that this praluct 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 Burk/11 gr40de including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Hanson Flat Tile • •••• • . .. •• •••• • • • •• • • • • • • •...• • • ••••• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state mid* 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 number 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 consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07- 0720.03 Expiration Date: 09/27/12 Approval Date: 09/27/07 Page 1 of 6 • • • • ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing Flat Profile Roofmg Tiles Concrete 1. SCOPE This is a new system using Hanson Flat Tile, as manufactured by Hanson Roof Tile Inc. in Sanderson, Florida and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Hanson Flat Tile Trim Pieces 1= 17.25" w = 13" 1= varies w = varies varying thickness Test Specifications TAS 112 TAS 112 2.1 SUBMITTED EVIDENCE: Test Aeency Test Identifier PRI Construction Materials HRT -023 -02-01 Technologies Redland Technologies 7161 -03 Appendix III The Center for Applied 94 -084 Engineering, Inc. The Center for Applied 94-060A Engineering, Inc. The Center for Applied 25-7094-2 Engineering, Inc. The Center for Applied 25- 7094 -8 Engineering, Inc. Product •••• Description •....' • •• • •. • Flat, interlocking, concrete file eguipl .�'lth two nail holes. For direct dekk.or battened nail -on, mortar or adhesive set! gpplicons• • Accessory trim, concretemtpjeces fo, ns, at hips, rakes, ridges and v,i'11ee}rtermi4tigl}t! Manufactured for each tills ppf ®file. • • •••• • • • • •••• • • • • Test Name/Report • • Ili,wavte_• • TAS 112 June 2007 Static Uplift Testing TAS 102 & TAS 102(A) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing TAS 102 (4" Headlap, Nails, Battens) Dec. 1991 May 1994 March, 1994 Oct. 1994 Oct. 1994 NOA No.: 07-0720.03 Expiration Date: 09/27/12 Approval Date: 09/27/07 Page 2 of 6 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Nutting Engineering Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 25- 7094 -5 25-7183-6 25-7183-5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 13343.1 520109 -1 520111 -4 520191 -1 Calculations Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Static Uplift Testing Oct. 1994 TAS 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Static Uplift Testing Feb. 1995 TAS 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing Feb. 1995 TAS 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing March, 1995 TAS 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing March! *925 TAS 102 : • •. (1 Quik -Drive Screw, Battens) • • • • • • • • Wind Tunnel Testing • Dec. W91 TAS 108 (Nail-On),, • • • • . •••• Wind Tunnel Testing, „4, TAS 108 (Nail -Ong • • • • Wind Tunnel Testing • TAS 108 (Mortar Sep) Withdrawal Resistance besting: of screw vs. smooth shank nails Wind Driven Rain TAS 100 Physical Properties TAS 112 •• • • • • • Auk •14 • • July 1994 • • Sept.. 993 •• • Oct. 1994 Aug. 2006 Static Uplift Testing Dec. 1998 TAS 101 Static Uplift Testing March 1999 TAS 101 Aerodynamic Multiplier Restoring Moments 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 78044 & 5 25- 7848 -6 25-7183 March 1995 Two Patty Adhesive Set System April 1999 NOA No.: 07.0720.03 Expiration Date: 09/27/12 Approval Date: 09/27/07 Page 3 of 6 May 2006 May 2006 February 1996 April 1996 December 1996 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION • • •••••' 4.1 Hanson Flat Tile and its components shall be installed in strict compfiasLe:with RQgfipg Application Standard RAS 118, RAS 119, and RAS 120. • • • • •• • 4.2 Data For Attachment Calculations • •••• • • •••• • •• • • • • • • Table 1: Average Weight (W) and Dimensions (I x w). • • •••••, •• •• •••• Tile Profile Weight -W (Ibf) Length -1 (ft) : ••NAlidth -w Ott) Hanson Flat Tile 11.2 1.4375 • .•• 1.08•••••- • • • • • • • • • • •• • •• • • • • • • • Table 3: Restoring Moments due to Gravity - Me (ft-Ibf) Table 2: Aerodynamic Multipliers - 2,, (ft3 2 ":12" 3 "•12" 4 ":12" Tile X (ft) 7 ":12" or greater X (ft) Battens Direct k Profile Batten Application Direct Direct Deck atlon Hanson Flat Tile Battens 0.304 Battens 0.330 7.53 Table 3: Restoring Moments due to Gravity - Me (ft-Ibf) Tile Profile 2 ":12" 3 "•12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Hanson Flat Tile Battens Direct k Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.53 8.251 7.46 8.17 7.35 8.05 7.20 7.88 7.02 7.69 6.83 7.48 NOA No.: 07- 0720.03 Expiration Date: 09/27/12 Approval Date: 09/27/07 Page 4 of 6 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nall -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Hanson Flat Tile 2 -10d Ring Shank Nails 30.9 38.1 N/A 1 -10d Smooth or Screw Shank Nail 7.3 9.8 N/A 2 -10d Smooth or Screw Shank Nails 14.0 18.8 N/A 1 #8 Screw 30.8 30.8 N/A 2 #8 Screw 51.7 51.7 N/A 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 N/A 1 -10d Smooth or Screw Shank Nail (Save Clip) 19.0 19.0 N/A 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 • NA. • •••• 2 -10d Smooth or Screw Shank Nails (Save Clip) 31.9 31.9 • • • • . • • • • 2 -10d Ring Shank Nails' 50.3 65.g••• ••N/A, 1 installation with a 4° tile headlap and fastemers are located a min. of 2W' from head of titer • • • - : •••• •••• Table 5: Attachment Resistance Expressed as a Moment M ;�ft1bf) "�' for Two Patty Adhes ve Set Systems • • • • • Tile Profile Tile Application Minimum AttaeOpnnt •.R•eslstance• • • • • Hanson Flat Tile Adhesive 31.3' • • • 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - M1 (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance 4 Hanson Flat Tile PolyPromi 1 -_ PolyProTM 40A 4 Large paddy placement of 45 grams of PoIyProTm. 5 Medium paddy placement of 24 grams of PolyProTTM'. Table 5B: Attachment Resistance Expressed as a Moment - Mf(ft -Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Hanson Flat Tile Mortar Setb 43.9 6 Tile -Tate Roof Tile Mortar. NOA No.: 07- 0720.03 Expiration Date: 09/27/12 Approval Date: 09/27/07 Page 5 of 6 • • • • • • ••••• • • ••••• • • • • • 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: " Miami -Dade County Product Control Approved ". HANSON FLAT TILE LABEL (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: • • • • 6.1.1 This Notice of Acceptance. • • • • • • • • • 6.1.2 Any other documents required by the Building Official or ap db buildi{pg • • code in order to properly evaluate the installation of this systeek:.. '•.'.' PROFILE DRAWINGS • .... •• • • • • • • •••• • •• .. .. •••• • • .• .... .. . • • •••• • • .. •• • • • ••••• •• • •• • • • • •• HANSON FLAT TILE END OF THIS ACCEPTANCE 17 -1 /4" NOA No.: 07-0720.03 Expiration Date: 09/27/12 Approval Date: 09/27/07 Page 6 of 6 3\-Au1 61r,,4 \occw�au f �1� . 'Loa's 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 05 O& 1 Master Permit No. Rc0- 457 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Owner's Name (Fee Simple Titleholder) Owner's 2lress City �. Tenant/Lessee Name Roofmg :..." _m_o�.o 0/6 (44:0( Phone # 7 3 5o 7, Job Address (where the work is being done) City Miami Shores Village County Miami -Dade 6—O /7 ,s'/% FOLIO / PARCEL # /< 3F9 Is Building Historically Designated YES NO Contractor's Company Names 4I4 Glg�a/e4 S / 6 Contractor's Address � 7 D S/44 /V6 5 ,- City LL C_!�/ 1 L 5 State F''�L Qualifier Name /.�ti AAA 1.401v0462--4...5 State Certificate or Registration No a (9 C i, .271 Zip .73 a . i4,e: Phone # �� C7 �/ 793r Zip 3 2t 1 ¢ Phone # 3 ®a 2 - 3 Certificate of Competency No. Architect/Engineer's Name (if applicable) 144 AMA- - CAM P6 Value of Work For this Permit $ P ii d Type of Work: ❑Addition Describe Work: ❑Alteration Phone # ?t)S� ¶7 3a3 % Square /Linear Footage Of Work: [Kew c,t� C. ❑ Repair/Replace Demolition S EG (�,E.l'1vc.(11 ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ees******************************************** Submittal Fee $ Permit Fee $ t O2 " CCF $ .5 • CO /CC Notary $ '' Training/Education Fee $ 1" 00 Technology Fee $ •1� Scanning $ (Q • CO Radon $ , DPBR $ Zoning $ Bond $ e: et-cement Structural Review. $ Double Fee $ Total Fee Now Due $ ! 1 *1 See Reverse side -, Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC.... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all . applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. •Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such po ed notice, the inspection will not be approved and a reinspection fee will be charged. Signature; ' /-, Owner or Agg t Contractor 8 The foregoing instrument was acktfiowledgedb� fore me this /01° The foregoing instrument was acknowledged before me this �' day of I B Cuff by O ww� 7 e-d d i day of 1,, : , 20 ® , by F t) 1,A4 who is personally known to me or who has produced pr, tsar" -5 who is personally known tome or who has produced t c e a"..9 -_ As identificati ,NOTARY PUBLIC: Signature Sign: Print: grin) �.S'. 1114,—X 3e - My Commission Expires: / /�(/g,f5 f O ONN E S. 6IAXS0" Notary Public Minnesota Commission Expires Jan. 31, 2010 APPLICATION APPROVED BY: (Revised 07/10/07) NOTARYP Sign: Print: stole .: � -, •>�,- LIC:LLOg Ll eunr sei}i , L£52L9 3 �i am ;�Ra °MR r/Ir4 POP UL !7t.! �, .�"al�► My Commission Expires: 6/i7/;?0/I Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 itcyrosim .::: :.....:................. : "':• :. Inspection Date: 09/12/2008 Inspector: Rodriguez, Jorge Owner: Job Address: 537 96 Street NE Miami Shores, FL 33138- cL Project: <NONE> SEP 1 5 Z008 Block: Contractor: EA LANDERS G.0 INC Permit Type: Demolition Inspection Type: Final Work Classification: Building Phone Number Parcel Number 1132060171570 Lot: Phone: 305 - 823 -3938 Building Department Comments DEMOLITION OF: WALLS FENCES DECKING ROOFING STEPS PATIO Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 92597. CREATED AS REINSPECTION FOR INSP 91756. CREATED AS REINSPECTION FOR INSP - 76306. No one home, no answer at door. No permit available for inspection. 8/6/08 CG PLEASE CALL MICHAEL LANCINA 305.785.7394 NO ONE HOME, NO ANSWER AT THE DOOR OR PHONE ABOVE PARTIAL DEMO ( Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Thursday, September 11, 2008 Page 2 of 2 Miami Shores Village Building Department . 10050 N.E2nd Avenue Miami Shores, Florida 33138 Tel:'(3O5) 795.2204 Fax: (305) 756.8972 Permit No:... 628T-Kr7 • 4oii•Name ' • BUILDING CRITIQUE SHEET I COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION . 1 1 +, 21108 • , .4 �.� • .=.i=, :• - • &Om o4t RECtzliVED NOTICE OF ACCEPTANCE 0 JELD -WEN, Inc. 3737 Lakeport Blvd. • • Z�T Klamath Falls, OR. 97601 .. • • • This NOA is being issued under the applicable rules and regulations g&eitting 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: Series 6 -8 Gladiator[E.S. Outswing Steel Door w/wo Sidelites- Non - Impact APPROVAL DOCUMENT: Drawing No. 5 -2004, titled "6 -8 Gladiator/E.S. Outswing Steel Door w /wo Sidelites ", sheets 1 through 8 of 8, dated 07/10/07 and last revised on 05- 06 -08, prepared by manufacturer, signed and sealed by Joseph R. Evans, 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: None. Approved Hurricane Protection Devices, complying wI FBC, as applicable are required. Limitations: 1. Vent panel is approved with Single Door application only. 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 number 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 revises NOA No. 02- 1211.10 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. 531 VE UST. ••• MIAMI -DADE COUNTY, FLORIDA ; METRO -DADE FLAGLER BUILDING ad FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 • • (305) 375 -2901 FAX (305) 375 -2908 •.. ; , •, www.buildingcodeonline.com • • SCOPE: NOA No 08- 0516.07 Expiration Date: July 12, 2009 Approval Date: July 03, 2008 Page 1 JELD -WEN, Inc. A. DRAWINGS ' ••. • ••'�• • • • •• • • • • ••• : • NOTICE OF.ACCEPTANCt:1YlD NEE UI3 IITTED • • 1 Manufacturer's die drawings and sicti,$. • : •• • . •• 2. Drawing No. S -2004, titled "6 -8 FAadiafor/E.$• (httswirtg $trel. Door w /wo Sidelites ", sheets 1 through 8 of 8, dated 07/10/07 and last revised on 05- 06 -a8, prepared by manufacturer, signed and sealed by Joseph R. Evans, P.F • ... • • :•• • • B. TESTS (transferred from file # 02- 1211.10: :: ; ; :• '•• 1. Test reports on 1) Air Infiltration Test, per P1.202Z.9`4• • ..' 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of pairs of outswing glazed residential insulated steel doors with sidelites, prepared by Certified Testing Laboratories, Test Report No. CTLA456W (Addendum), dated May 23, 2000, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Anchor Verification Calculations, dated 05- 06 -08, prepared, signed and sealed by Joseph R. Evans, P.E. 2. Complies with ASTM E1300 -98 & -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS (transferred from file # 02- 1211.10) 1. Tensile Test prepared by Certified Testing Laboratories, Test Report No. CTLA456W, dated September 30, 1999, for steel samples, tested per ASTM E8 -93a, signed and sealed by signed and sealed by Ramesh Patel, P.E 2. Test Report No. ITS- J99006660 -001, prepared by Intertek Testing Services NA, Inc., issued to Jeld- Wen Research and Development, dated April 8, 1999, for samples of foam, tested per ASTM E 84- 94 "Standard Test Methods for Surface Burning Characteristics of Building Materials" and ASTM D 1929 -91A "Standard Test Method for Ignition Properties of Plastics "; signed and sealed by Douglas Keith Tucker, P.E. 3. Notice of Acceptance No. 07- 0214.08 issued to ODL for "ODL- Non -Imp HP- Polypropylene Lite -Kit assembly- component approval ", expiring on 12/30/2010. 4. Notice of Acceptance No. 07- 0801.05 issued to ODL for "HP- Polypropylene High Performance Lite Material- Component Approval ", expiring on 01/17/2011. F. STATEMENTS 1. Statement letter of conformance & no financial interest, dated May 05, 2008, signed and sealed by Joseph R. Evans, P.E. 2. Statement letter of lab compliance, part of above test reports. G. OTHER 1. This renews NOA # 02- 1211.10, expiring July 12, 2009. 2. One year conditional Non - Renewable approval. E -1 I'shaq L Chanda, P.E. Product Control Examiner NOA No 08- 0516.07 Expiration Date: July 12, 2009 Approval Date: July 03, 2008 JELD1WEN�, Steel SS GLADIATOR /ENEROY SAVER OUTSWOIG STEEL DOOR W/& IWOSIDELITES 1 GENERAL NOTES 1. THIS PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (PBC); INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE WITH THE FOLLOWING: —TAS 202 -94 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. .3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. IMPACT RESISTANT SHUTTERS REQUIRED FOR DOORS AND SIDEUTES. 5. DESIGNED PRESSURE RATING SHALL BE AS FOLLOWS: —SEE DESIGN PRESSURE RATING TABLE SHEET ONE. 6. SIDEL1TES ARE AN OPTION AND CAN BE IN A SINGLE OR DOUBLE CONFIGURATION. 7. THIS SYSTEM DOES MEET THE WATER REQUIREMENTS IN MIAMI —DADE COUNTY. RE51DENTIA1. INSULATED STEEL DOOR ((Common to all frame conditions) Door Leaf Construction. Face sheets: 24 ga. (0.021' minimum thickness, 25 go. (0.018') galvanized steel A -525 commercial quality — AKOQ per ASTM 620 with yield strength Fy(ave.) =24,600 psi. Core design: Expanded polystyrene with 1.0 to 1.25 Ibs. density. Panel Construction; Steel face sheets glued to expanded polystyrene (EPS), with wood rails and laminated veneerd lumber stiles and a wood lock block reinforcement. Frame Construction: The head jambs and side Jambs finger Jointed pine measuring 4.5625" x 1.25 ". The head and side jambs are mortised, butted and Joined using (3) 7/8" x 2" wire staples. The threshold used is an aluminum outswing bumpface measuring 4.625° 1 ". TABLE OF CONTENTS SHEET # DESCRIPTION 1 COMMON (GENERAL NOTES, TYPICAL ELEVATION) 2 VERTICAL CROSS SECTIONS 3 HORIZONTAL CROSS SECTIONS 1/3, 2/3, & 3/3 4 HORIZONTAL CROSS SECTIONS 1/4, 2/4 & 3/4 5 ANCHORING LOCATIONS 6 ANCHORING LOCATIONS & DOOR MODELS 7 BILL OF MATERIALS & GLAZING DETAILS UNIT COMPONENTS DOUBLE DOOR ( ) 105.25" MAX. OVERALL WIDTH 14" MAX. PANEL WIDTH 1 1 1 C37— 1 a 21.8175° MAX. D.LO 1 1 0 3 0 0 J 1 1 v 1 1 1 1 1 a SINGLE DOOR W /SIDELITE (OXO) 15.5" MAX. 37.5° FRAME WIDTH MAX. OVEALL. WIDTH l5l 0 x 0 0 D •• 10I. •..• e19.e25 "" L MAX. p.L0. 1 1 o �a L • • • • • •• • 000000 1 000 • —1••••• •••• • 000000 • • • •• ••••• -�•• • • (I • • • SINGLE 000R ELEVATION (X) GLAZED DOOR SHOWN FOR CLARITY OF VIEW MEWED INTERIOR) DESIGN PRESSURE RATING j � /4..7 MM. 36.75' MAX. PANEL `WIDTH W /ASTRAGAL' VYCRHLL WIUIIT-�'T NEGATIVE — 46.0 PSF C B V m TI-V1 Tv O a 3 0 2 / 0 1 1 1 1 O v 1 1_ DOUBLE DOOR ( ) 105.25" MAX. OVERALL WIDTH 14" MAX. PANEL WIDTH 1 1 1 C37— 1 a 21.8175° MAX. D.LO 1 1 0 3 0 0 J 1 1 v 1 1 1 1 1 a SINGLE DOOR W /SIDELITE (OXO) 15.5" MAX. 37.5° FRAME WIDTH MAX. OVEALL. WIDTH l5l 0 x 0 0 D •• 10I. •..• e19.e25 "" L MAX. p.L0. 1 1 o �a L • • • • • •• • 000000 1 000 • —1••••• •••• • 000000 • • • •• ••••• -�•• • • (I • • • SINGLE 000R ELEVATION (X) GLAZED DOOR SHOWN FOR CLARITY OF VIEW MEWED INTERIOR) DESIGN PRESSURE RATING j � REQUIREMENT INFILTRATION EMENT IS NEEDED POSmVE + 50.0 PSF NEGATIVE — 46.0 PSF g 0 Z Q yo A 4 woI • J • O gP • 00000 ~ Ilj •••• cooa • • •••• a0 • • • • • • • • •••• •••• •• • • • • •• • 0 0 •O • ••• •.t •t•• ••••• •• • ••••• • •V••• 111 8 PRODUCT RENEWED es compiling the Merida Striding � NoB•US/da/ Daie'Ptod4ct DivFabn 00/2 1v R. EVANS, P.E FLORIDA N0. 4.392 ra• aa•.r mr e••R ENG as er DAZE 07/10/07 scA.e 413 DWG, BY: JWJ am et S. Saffell DRAWING NO.: S -2004 SHEET 1 OF 8 2 5/8" MIN. a.+. • • 0 .i_E- w%'S11i1 ® 0 SEE NOTE #5 SHT. 3 `�I .020" MIN. 0 SION FIXED .75° GLASS THK. OPERABLE mum O N — Ni • 1.75" MAX. PANEL THK. ® ® 0 .Z �P4 iO j N m { 2 5/8" OVERTICAL CROSS — SECTION 2 O 2 VERTICAL CROSS— SECTION 2 5/8" in Damg .020" MIN. SKIN 1.75" MAX. PANEL THK. 5° MAX. GLASS THK. MOO "u3 g SEE NOTE /4 SHT: 3 • • • O • •••• • • • •• •• ni • 5/8° MIN.-4 0 VERTICAL CROSS — SECTION 2 .• Lt! • • 000000 • • •• • • • • •• • 0 a • • • • •,•• • • • • •• ll 1 1 N PRODUCT RENEWED pe.wb $ with Sr Florida add* Code Aeeeptrerr No dg'Ole •07 'howl. Date ,7bhi/ 2A7ea9 sk41 f./. /./ Dior 'whs. . de tbeefilR SEPH R EVANS, P.E. FLORIDA NO. 4392 tm aaeraas SIAM PRKG a m• DATE 07/10/07 SULLE: NTS own. En•: JWJ er S. Saffell URAW1Na NO.: S -2004 SHEET 2 of 8 .25" MAX. SHIM el 0 AS 11 NI 1 ilaliv* � Mk n qN SEE NOT #5 n ® o SHE 3 �z O `�� COUNTERSINK F HORIZONTAL CROSS SECTION 3 AT LATCH JAMB TO BUCK. TYP, 1 1/4" MIN. EMS. NOTES: 1. SPACING FOR #18A IS AS FOLLOWS: FROM TOP DOWN 1 ", 2 1/2 ", 4 ", 5 1/2 ", 13 ", 18" & 26 ". SPACING FROMTHE BOTTOM UP IS THE SAME. 2. ATTACH THE STRIKE PLATE AND THE DEADBOLT PLATE TO THE ASTRAGAL USING A #8 x 2" LG. PHILLIPS FLATHEAD SCREW. 3. SPACING FOR #8 x 2" PHILLIPS FLATHEAD SCREW WHEN ATTACHING THE SIDELITE TO THE SIDELITE JAMB IS AS FOLLOWS: FROM THE TOP DOWN & BOTTOM UP 6" & 30 ". 4. SPACING FROM #8 x 1 1/2 PLASCREW IS AS FOLLOWS FOR SIDELITES & FULL LITES: TOP & BOTTOM; SIDELITE (2) SCREWS 2" IN FROM EACH CORNER. FULL LITES (3) SCREWS 3" IN FROM EACH CORNER, & (1) IN THE CENTER. SIDES FOR BOTH; (6) SCREWS 3.25 ", 13.75 ", 26.5 ", 39.375", 52.0 ", AND 62.625 ". 5. SPACING FOR #8 x 1 1/2 PLASCREW IS AS FOLLOWS FOR THE VENT UTE: TOP & BOTTOM 2.5" IN FROM THE CORNERS & (1) IN THE CENTER SIDES; 3.25" FROM THE TOP CORNER & (3) MORE AT 10.375 ". ASIRAGN. RETAINING BOLIS 0.31'x 19.25'L TOP de 0.31' x 19.25' 0 BOTTOM SEE NOTE #1 SH. 3 INACTIVE ALUM RTA91WVG SIZE 1.0" x 4.5" x 0.585' SEE NOTE I/4 SHT. 3 Z O N In CD HORIZONTAL CROSS SECTION 3 AT ASTRAGAL. TYP. g z� In GI SSG �a EXTERIOR 'R ACTIVE ti al 0 tra- co T .1=8 •• • SEE NOTE #4 (T_ SHT 3 '-' • • ••I . N 15' MIN. COUNTERSINK • • 0 3 E HORIZONTAL CROSS SECTION AT HINGE JAMB TO BUCK. TYP. •• •2b: MAX. • SHII• THK. • • • • • •• • • t 174' MIN. •••• • • •••• •• • • • • PRODUCT RENEWED as complying with the Florida Baldinn eeNooB- oS /6•o7q Expiration PRe y-/ ; ye 4. •• • b JOSEPH R. EVANS, P.E FLORIDA N0. 4392 um WNW GM OM r.R, a .Brae • • • • • • • • • • • • • • • t• • • • • • • • • • • • • • 4 o> M " DATE: 07/10/07 SCALE: NTS DWG. BY: JWJ aux. et S. Saffoll DRAWING Na.: S -2004 SNEET 3 OF 8 .25" MAX SHIM 6 SEE NOTE #4 SHT. 3 EXTERIOR J z 2 INTERIOR 0 1 1/2" MIN. EMB. inZ .15" MIN. COUNTERSINK DaggE C9 SE®OTE #3 SHT. 3 G HORIZONTAL CROSS SECTION V-Li AT SIDELITE TO BUCK, TYP. Ytir- 7e .101 �,,,,,,,,,,,,, INTERIOR ...:71 -II A -1 .W \” _, SEE NOTE #3 SHT. 3 SEE NOTE #3 SHT. 3 SEE NOTE #4 SHT. 3 .15" MIN. COUNTERSINK I HORIZONTAL CROSS SECTION 4 AT SIDELITE TO HINGE JAMB. TYP, .15" MIN. COUNTERSINK • Ad r SEE NOTE #4 SHT. 3 • • • • • H HORIZONTAL•GIROSS 'SECTION • • • • 44 AT SIDEUTE Jpw . rC•H JAMB! •r• • • • • •••• • • • • •••• • •••• • • • • •• •. •••• • • • • • • • • • •• • • • • •••• •• • • .• trf p Wow O t/1 N O 007 'S US 0 3Z 6 0 •• • .• • •• • • :• PRODUCT RENEWED e tat"ptylog with the Florida Bolding Cade Aeeeptanee No Coro 6'07 Expiration Date, Y } 1 Ry 1;6., It 5 k ith1� 9Vr'rn8tt Oieidnn •• • JOSEPH R. EVMS, P.E. FLOM% NO. 4392 oxma h1RG n Jam DATE 07/10/07 SCALE: NTS WM Eft cm. a.* S. Saffell DRAWING NO.: S -2004 SHEET 4 OF 8 .1 SINGLE DOOR ANCHORING LOCATIONS (X1 VIEWED FROM THE 1NTER10R ASTRAGAL STRIKE PLATE (BY IMPERIAL) #8 x 2.50" PFH WOOD SCREW �'/ DETAIL E ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. 3 °. `1-'1- i i i i l l I Ili I Ili 1 1 i i t t 0-7. t:J 0 I ! ! I I ! ! l ! 1 1 1 1 [ [ 1 U ".1 4 1/2 "-- 3° — -- 6° 3° TIP. 3° 6° TAP. 9" TAP. .a.. .1 DOUBLE DOOR W /SIDE)JTES ANCHORING LOCATIONS (0)000/ YEED_MILEEitIERM DETAIL G HINGE DETAIL • • • • • •• • • • • • •••• • • •••• •••• • • • • •••• • •••• • • • •• •• •••• • • • • • • •••• • • • • •••• • • • •• • •• • • • • •• • a z 5 •• • ••• • �• • • • ••• • ••• ••• • • • • • 8 o ▪ ▪ !to o • N — PRODUCT RENEWED as comptylog with the Florida Raiding Code eeeeptaaee Na /6. D7Gt Ragtralloo Dale 7iL7 i Ohlsitia oh -Oa JOSEPH R. EVAN, P.E. FLORIDA NO. 4,192 1333 SAW OWE WS MK 31- DATE: 07/10/07 SCALE: NTS DWO. BY: JWJ Br: S. Saffell DPAWINO NO.: S -2004 SHEET 5 OF 8 1. • • ®• • • DOUBLE DOOR ANCHORING LOCATIONS (XX) HEWED FROM THE INTERIOR 36.0" MAX. PANEL WIDTH O 0 GLAZED DOOR MODELS ai '• • •*• • i it V Ir. I-L"1 1 O 1 - a- c/- `1 ! III, TYP SINGLE DOOR W /SIOELITES ANCHORING LOCATIONS (0X0)' • • • VIEWED FROM THE INTERIOR • • • v SIDELITE MODELS • • •••• • • •••• • • •••• • • • • •••• • •••• • • • •• •• •••• • • • • • • •••• • • • • •••• • • • •• • •• • • • • wok p w to g 0 \ c0 0 6 • • • • • •••• ••• • • • • • M N PRODUCT RENEl4RU R ca plying with the Fla(�rl�ldds�� Balding cads _____ �"" .RCeeptenu No I Npbadon Date JJ `� 0Y Ir144q �•(rGA 4a�a" R. EYANS, P.E FLORIDA NO. 4392 am PG@r aa{E ®4A Ate. R. Mae DATE 07/10/07 SCALE: NTS DWG. BY: JWJ cNN. Nr: S. Soft!! DRAWING ND« S -2004 SHEET 6 OF 8 1 EXTERIOR .5" GLASS BITE t, .125" INSULATED TEMPERED GLASS EXTERIOR INTERIOR .25° STEEL SPACER SEE NOTE #4 SHT. 3 GLAZING DETAIL, FULL UTE & SIDELITE .25" AIR SPACE .125" INSULATED TEMPERED GLASS SEE NOTE SHT. 3 5 GLAZING DETAIL VENT LITE .5" STEEL rn SPACER n .125" INSULATED TEMPERED GLASS .5" AIR SPACE .125° INSULATED TEMPERED GLASS 1 2 4 5 6 7 8 9 10 11 12 Q,�$CRiPnON DOOR, WOOD EDGE 1.75" THK. 240A. (.020"MIN.) ME M. HEAD LAMB (1 1/4" x 4 9/18" PONEROSA FINGER JOINTED PINE) FOXE JAMB (1 1/4" x 4 6/16" POI85ERSOA FINGER JOINTED PINE) SIDEUTE JAMB (1 1/4" x 4 9/16" PONDEROSA FINGER JOINTED PINE) 4" x 4" BUTT HINGE 12go.(.097" HAGER) #9 X 1" PRI WOOD SCREW (HINGE TO DOOR) 3/16 BW GUIDE( TAPCON WITH 1 1/4" MIN. EMBEDMENT 10 x 2" PHIl1PS FLATHEAD WOOD SCREW 1/4" x 2 1 2" TAPCON # 8 x 2 1/4" PHIL FLATHEAD WOOD SCREW OUTSWING BUMPER THRESHOLD (.050" EXTRUDED ALUM.) COMPRESSION WEM WRSTRI' (SCHLEGEL Q—LON WS 650) STEP. PINE PINE PINE STEEL STEEL. STEP. STEEL STEEL STEEL ALUM. FOAM 13 EXTRUDED ALUMINUM ASTRAGAL 8Y IMPERIAL ALUM. 14 WOOD TOP RA7. 1.67"x 1" WOOD 15 16 17 WOOD BOTTOM RM. 1.67' x 1' SIDE STILE 1.067' x 1.065' NOT USED WOOD WOOD 18 19 18 x 1/2" PANHEAD 16 x 1" PHILLIPS FLATHEAD W000 SCREW STEEL. STEEL 20 KWIKSET 400 SERIES KNOB 21 KWIKSET TITAN 700 SERIES DEA000LT 2x WOOD SOB BUCK WOOD 23 EXPANDED POLYSTYRENE (1.0 to 1.25 Ib. DENSITY) BY JELD —WEN FOAM 24 NON— COMPRESSION SHIM W000 25 W000 LOCK BLOCK (1.71" x 4.0" x 12.01 WOOD 26 UTE FRAME 001 POLIPROPOLENE RUMOR 27 1/2" OVERALL 9SULATED IMPUTED GLASS GLASS 28 29 30 31 32 33 LATCH JAMB (1 1/4" X 4 9/16" PONDEROSA FINGER JOINTED PINE) ,88 x 1 1/2 PIASCREW (LITE FRAME) VENT UTE FRAME 001 POLYPROPOIENE 3/4' OVERALL INSULATED 107400RED GLASS (VENT UTE PANELS) 1 8 x 2" PHILL FLATHEAD WOOD SCREW 3/8" x 3/8' 1/4" ROUND SIDELITE STOP WOOD STEEL POLYPROP. • 0 • • *STEEL GLASS •• *MOD • •••ra • • •••• • • • • •• • • •••• • • • •••• • • • •• •• • • • • • • • • • • •• • •••• • •••• • • •••• • • • • • • PRODUCT RENEwir» k eomplyiog R'hh the FI.rI 7 �at"ecoae o7 •• • JOSEPH R EVANS, P.E 120RIDA N0. 4392 uzvromo 10071 PAEf, 8.300 a. • •• •0• • ••• • ••• • ••• ••• zo 0 ti • • s g • ••• o cca77�g • 1 N Dare: 07/10/07 SCALE: NTS awc. BY: JWJ CNx. BY: S. Saffell 0040100 00.: S -2004 SHEET 7 OF 8 4.5625" TO/0%*%.0%.2,0%; WOOD FRAME 1 OUTSWING BUMPER THRESHOLD .050" EXTRUDED ALUM. 0 0 .097" 4 x 4 STEEL DOOR HINGE .097" THK. STEEL BY HAGER aI n CO 6 WOOD SIDE STILE 0 14 DOOR PANEL, AND SIDEUTE TOP RAIL, —.912"0 .525" 1 12 COMPRESSION WEATHERSRTIP IMPERIAL ASTRAGAL SCHLEGEL 0 -LON QDS 650 EXTRUDED ALUMINUM .075" WALL 11.875" WOOD LOCK BLOCK. 1.71" THK. 15 DOOR PANEL & SIDELITE BOTTOM RAIL WOOD ®_ 0 ®J IMPS AW; 141A6 STRIKE PLATE s •••• • • •••• • • •• •• • • • • • • • • • • •• • PRODUCT RENEWED as complying with the PimfiIB [Wilding Code Acceptance Noe % -01 07 Expiration •y t $L'd ) 4N Miami i PrpdYtt Division • • • •••• • • •••• • • • • •••• • •••• • •••• • • •••• •• • • • • •• • 0 in 6 RA a Q. V0 I V) W o) • 0 J W ce 0 o o 903 co o • 3 0 0 0 a • • • • • • • N JOSEPH R. EVANS, P.E. FLORUM NO. 4392 UM SUNSET DISE IVOR PM. Sins DA,E: 07/10/07 SCALE NTS DWG. BY: JWJ CHK. BY: S. Saffell DRAWING NO.: S -2004 SHEET 8 or 8 COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION '"`~ ' 4-'44;1'; *' M AMI -DADE COUNTY, FLORIDA • • �VIEi RO -DADE FLAGLER BUILDING • . .. �,._ -.. .... 2. � � ;140 *EST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 d Iii ®� of • NOTICE OF ACCEPTANCE (NOA) • • • •*: ••• • ••• • • • JELD -WEN, Inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 SCOPE: • f 3.051 5 25 -290 1 FAX (305) 375 -2908 :: Ha Zw.buildingcodeonline.com ••r• .• • • • •• •.• •• • • • • • • • • • This NOA is being issued under the applicable rules and regfIlatforfs govehifietre 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: Series 6-8 Gladiator/E.S. Outswing Steel Door w/wo Sidelites- Non - Impact APPROVAL DOCUMENT: Drawing No. S -2004, titled "6 -8 Gladiator/E.S. Outswing Steel Door w/wo Sidelites ", sheets 1 through 8 of 8, dated 07/10/07 and last revised on 05- 06-08, prepared by manufacturer, signed and sealed by Joseph R. Evans, 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: None. Approved Hurricane Protection Devices, complying w/ FBC, as applicable are required. Limitations: 1. Vent panel is approved with Single Door application only. 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 number 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 revises NOA No. 02- 1211.10 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 08- 0516.07 Elqiigatiou O to 4n!y4-2, 2009 Approval Date: J 200# Page 1 JELD-WEN, Inc. • • ••• • • • ••• NOTICE OF ACCEPTANCE EGE kC r L.31�9 E1T D : • • • • • • • • • .. A. DRAWINGS 1. Manufacturer's die drawings and sections, . . 2. Drawing No. S -2004, titled "6 -8 Gladiator/E. iOut ini teel:Dporw /wo Sidelites ", sheets 1 through 8 of 8, dated 07/10/07 and last retueitbn 05:96 -03, prep'are'd by manufacturer, signed and sealed by Joseph R. Evans, P.E. B. TESTS (transferred from file # 02- 1211.10) • ' • • 1. Test reports on 1) Air Infiltration Test, per PA 202- /4 ::'.: : 2) Uniform Static Air Pressure test, ioaditig per 13A 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of pairs of outswing glazed residential insulated steel doors with sidelites, prepared by Certified Testing Laboratories, Test Report No. CTLA456W (Addendum), dated May 23, 2000, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Anchor Verification Calculations, dated 05- 06 -08, prepared, signed and sealed by Joseph R. Evans, P.E. 2. Complies with ASTM E1300 -98 & -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS (transferred from file # 02- 1211.10) 1. Tensile Test prepared by Certified Testing Laboratories, Test Report No. CTLA456W, dated September 30, 1999, for steel samples, tested per ASTM E8 -93a, signed and sealed by signed and sealed by Ramesh Patel, P.E 2. Test Report No. ITS- J99006660 -001, prepared by Intertek Testing Services NA, Inc., issued to Jeld- Wen Research and Development, dated April 8, 1999, for samples of foam, tested perASTM E 84- 94 "Standard Test Methods for Surface Burning Characteristics of Building Materials" and ASTM D 1929 -91A "Standard Test Method for Ignition Properties of Plastics "; signed and sealed by Douglas Tucker, P.E. 3. Notice of Acceptance No. 07- 0214.08 issued to ODL for "ODL- Non -Imp HP- Polypropylene Lite -Kit assembly- component approval ", expiring on 12/30/2010. 4. Notice of Acceptance No. 07- 0801.05 issued to ODL for "HP- Polypropylene High Performance Lite Material- Component Approval ", expiring on 01/17/2011. F. STATEMENTS 1. Statement letter of conformance & no financial interest, dated May 05, 2008, signed and sealed by Joseph R. Evans, P.E. 2. Statement letter of lab compliance, part of above test reports. G. OTHER 1. This renews NOA # 02- 1211.10, expiring July 12, 2009. 2. One year conditional Non - Renewable approval. E -1 1944 . L-11.4 lhaq [. Chanda, P.E. Product Control Examiner NOA No 08-0516.07 Expiration Date: July 12, 2009 Approval Date: July 03, 2008 JELDWEN® Steel 68640MTON/B(ERGYBAVERCA 5IV81ISTEEL60QRWd GENERAL NOTES i. THIS PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WiTH THE CURRENT FLORIDA BUILDING CODE (FBC); INCLUDING HVHZ AND HAS BEEN EVALUATED iN ACCORDANCE WITH THE FOLLOWING: —TAS 202 -94 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS USTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. IMPACT RESISTANT SHUTTERS REQUIRED FOR DOORS AND SIDEUTES. 5. DESIGNED PRESSURE RATING SHALL BE AS FOLLOWS: —SEE DESIGN PRESSURE RATING TABLE SHEET ONE 6. Sr/ELITES ARE AN OPTION AND CAN BE IN A SINGLE OR DOUBLE CONFIGURATION. 7. THIS SYSTEM DOES MEET THE WATER REQUIREMENTS IN MiAMi —DADE COUNTY. RESIDENTIAL INSULATED STEELDOQR (Common to ail frame con Door Leaf Construction: Face sheets: 24 ga. (0.0217 minimum thickness, 25 ga. (0.0187 galvanized steel A -525 commercial quality — AKDQ per ASTM 620 with yield strength Fy(ave.) =24,600 psi. .Cora desion: Expanded polystyrene with 1.0 to 1.25 tbs. density. Panel Construction: Steel face sheets glued to expanded polystyrene (EPS), with wood mils and Laminated veneerd lumber stir and a wood lock block reinforcement. Frame Construction; The head jambs and side jambs finger jointed pine measuring 4.5625 x 1.25 ". The head and side Jambs are mortised, butted and Joined using (3) 7/8° x 2° wire staples The threshold used is an aluminum outswing bumpface measuring 4.625° 1". TABLE OF CONTENTS SHEET # DESCRIPTION 1 COMMON (GENERAL NOTES, 'TYPICAL ELEVATION) 2 VERTICAL CROSS SECTIONS 3 HORIZONTAL CROSS SECTIONS 1/3, 2/3, & 3/3 4 HORIZONTAL CROSS SECTIONS 1/4, 2/4 & 3/4 5 ANCHORING LOCATIONS 6 ANCHORING LOCATIONS & DOOR MODELS 7 BILL OF MATERIALS & GLAZING DETAILS 8 UNIT COMPONENTS 74.5° MAX. OVERALL • 8.5° MAX. OVERALL 36° MAX. PANEL WiDTH 36.75° MAX. PANEL WIDTH W /ASiRAOAL d a; DOUBLE DOOR ljfX) 105.25" MAX. OVERALL WIDTH 14" MAX. PANEL WIDTH P SINGLE DOOR W /SIDELITE fOXO) 15.5° MAX. 37.5" FRAME WIDTH MAX. OVERALL WIDTH • • •••• • • • • • •••• • • • •••• • • •• • DOUBLE DOOR W /SIDELLTES (OXXO) SINGLE DOOR ELEVATION (XI GLAZED DQOR SHOWN FOR CLARITY OF ViEW MEWED INTERIOR) DESIGN PRESSURE RATING // REQUIREMENT T INFILTRATION IREMEN IS NEEDED POS f 50.0 PSF NEGATIVE — 46.0 PSF •• • • • • •• • •••• • •••• • •••• •••• • •••• • •••• • • • • • • fl 6g PRODUCT RENEWED es emptying with the Merida Raiding Cede Acceptant* Ne o .oSJ.07 Exalt:Wan Dee I Siw }.— rin.Ss- DMaba R EVAN:, P.E. FLONDA NO 4382 auOWmc MIDI DA a arm mum 07/10/07 SCALE NTS OWE. sr: JwJ oa. en S. Suffern DNQfl0 Nos 5 -2004 s11mr 1 of 8 .25" MAX. SHIM THK. �_ mg N .€XIE 9.H 0 IPAA, ilh: 0 1 1/2" MIN. EMB. SEE NOTE 4 SHT. 3 .15" MIN. COUNTERSINK EXTERIOR S NOTE 13 sHT. 3 .01. _•.1 ;•7. Q SE •a AT SIDEUTE TO BUCK. TYP. 1.65: MDR SEE NOTE #3 SHT. 3 .15" MIN. COUNTERSINK D .�; •.his ;•X 1•. v AT SI•ELITE TO HINGE JAMB. TYP. .15" MIN. COUNTERSINK n0. -a • • : • • $EE N0fE •• 14 SHT.• Y••• • •••• • • • • •••• d 6;.•:1:..• ;• 1•g 7 : r 3.11_ L601,11 ,/, e • • •• •• • • • • • • • • • • •• • •••• • •••• • •••• • • •••• •• • • • • •• • mog g.tga tig4! Lug w N gN� of 5j •• 2 • •• •• • •• • • • • • • • • • • • • • Nw PRODUCT RENEWED complying with the nark* Balding Aeeeptare No OS £.07 Repine** DOI :LLi* fl$yp l &a, 1.1144* rmicir►dhgtiti� • AWN R. EVVANS, P.E FLORIDA NO. 4392 ttn DATE: 07/10/07 FOAM NTS DWG. ar: JWJ **. art S. Saffell DRAWING NO4 S -2004 *fur _¢ or$ COUNN5" T�INK 0 HORIZONTAL GROSS SECTION 3 AT LATCH JAMB TO BUCK. TYP. NOTES: 1. SPACING FOR ij18A IS AS FOLLOWS: FROM TOP DOWN 1", 2 1/2 ", 4 ", 5 1/2 ", 13 ", 18" & 26 ". SPACING FROMTHE BOTTOM UP 15 THE SAME. 2. ATTACH THE STRIKE PLATE AND THE DEADBOLT PLATE TO THE ASTRAGAL USING A 18 x 2" LG. PHILLIPS FLATHEAD SCREW. 3. SPACING FOR #8 x 2" PHILLIPS FLATHEAD SCREW WHEN ATTACHING THE =ELITE TO THE SIDEUTE JAMB IS AS FOLLOWS: FROM 'THE TOP DOWN & BOTTOM UP 6" & 30 ". 4. SPACING FROM 18 x 1 1/2 PLASCREW IS AS FOLLOWS FOR WC/ELITES & FULL UTES: TOP & BOTTOM; SIDELITE (2) SCREWS 2" IN FROM EACH CORNER. FULL LIJES (3) SCREWS 3" IN FROM EACH CORNER, & (1) IN THE CENTER. SIDES FOR BOTH; (6) SCREWS 3.25", 13.75 ", 26.5 ", 39.375; 52.0", AND 62.625 ". 5. SPACING FOR f8 x 1 1/2 PLASCREW IS AS FOLLOWS FOR THE VENT LITE: TOP & BOTTOM 2.5" IN FROM THE CORNERS & (1) IN THE CENTER SIDES,; 3.25" FROM THE TOP CORNER & (3) MORE AT 10.375". AS7RAG L RUMENS ears 0J1' x 19.28' L 0 TOP 0.31' x 19.25' 0 BOTTOM SEE NOTE /1 SHT. 3 SEE NOTE #4 SKr. 3 O HORIZONTAL CRASS SECTION AT ASTRAGAL. 7YP. go SEE NOTE d4 SHT. 3 v .15" MIN. COUNTERSINK • • • • •• 0 • • •••• ••,I• • • • N • ••• E1 HORIZONTAL CROSS SECTION �3 AT HINGE JAMB TO BUCK. TYP. • • • •••• • • • .25" MAX. • 1 1/4" MIN. • • • •• • • • • •• • omit"- vit uiS gr liS . c) 66' o ••I •• •. • • I• • ••I• • • .4 • • Ili • • • • •U•> • • ffi '1 PRODUCT RENEW » IS 1"1.40r1,3 WWI B• Ftorkla eLNua8-otK•o7 1st,. t� a JOSEPH It EWWS, RE FLORIDA NO. 4392 1333 01031 A� MR NM IL VIII BA 1E, 07/10/07 SCALD NTS DWG. Br: JWJ mt. BY: S. SafeIJ IkN1HIO No S -2004 SHEET • . aj f; •. .1 1.. •1 cRJra F O0R ANCHORING LOCATIONS (X) VIEWED FROM THE INTERIOR ASTRAGAL STRIKE PLATE (BY IMPERIAL) #8 x 2.50° PFH WOOD SCREW DETAIL F ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. 4 4 SEE DETAIL F '. ..*.. • .. ff8)* • ..v.. .' 2 / °3" 7J9 ° 3. 8' 1Y13. Typ. 3' TIP. , Fi 9' 6' 3' I! 4 1i 3. - — Q o! LiyP a o TYP. o/' 0 °I.� 1/2" In A ii�� 3a,,— ss 3° T)P. s° irP. 8> 4t `. .. .. ..te.... .. .. .+ DOIJBL 000R W/S - A.•C ING LegIONS (OXXO) VIEWED FROM THE lFlfERIOR DETAIL G HINGE DETAIL, • • • • • •• • OOOOOO • OOOOOO • • OOOOOO • • •• •• OOOOOO • • • • • •••• • • • • •••• • • • •••• • • •••• • • • •1•••• • •••• • •••• • • • • •• • •• • • • • •• • c o zap Ettil m 0 o. 1 • • • • • • • • • •• • • •• • • • • •• • • • • - •♦ • • MN oc: PRODUCT RENEWED mu &Ming Cadge We Florida Acceptance N. #0407 Endrattea Date ichielon ,4i 8 JOSEPH R. EVANS. RE FLORIDA KO. 4392 ,ma sa•. •• DATE: 07/10/07 SCALD NiS OWe. BY: JWJ D*C. •r: S. SatfeI CR WMO NO., S -2004 of _L OR ANCKORING L C411OAS fXX) WE#W FROM THE INTERIOR 11 0 Ell GLAZED DOOR MODELS 0 0 SIDELITE MODEL$ YI£INED FROM THE INTERIOR • • • • • •• • • •••• • • •••• • • •• •• • • • • •••• • • • • • • • • ••`- • •• • •• • • • • •• • • • • •••■ • • • • • • •••• • • 0 cn • •••• • • • ■•• • • •••• • •• •• • •• • • • • 1 • • a . 'c PRODUCT RENEWED as Diveptance Sapholon complying ah44FIetIa S,Dat Bidding 44'1 /•/JsANJ- lajD 07/10/07 NIS 0687. BY: J Jf 044. ere S. Saffel oenwnao wo.: S -2004 .125" INSULATED TEMPERED GLASS SEE NOTE #4 SHT. 3 BLAZING QET FULL LTTE & SIDELTTE .25" AIR SPACE .125" INSULATED TEMPERED GLASS SEE NOTE #5 SHT. 3 GLAZING DETAIL, .E.N L1TE .5" STEEL SPACER .125" INSULATED TEMPERED GLASS .5" AIR SPACE .125" INSULATED TEMPERED GLASS WEIDE JAMS 1 1 4" x 4 9 16" PONDEROSA RACER AWED 17 18 19 20 21 22 23 1 4 x 2 1 TAPCON 8 x 2 1 4" 1410L FATHEAD WOOD SCREW =SWING BUMPER THRESHOLD (.050" EXIRODED AIM.) OONAVESSIDN WEATHERSTRIP (SCHLEGEL Q-LON 005 850) EXTENDED ALUMINUM ASTRAGAL 8Y DIPERW WOOD TOP M. 1.87ix 1` riO4, NOT USW 18 x 1/2" PANHEAD x 1" P1911.PS MIMEO WOOD SCREW KWDEET 400 SERIES 008 I0YIKSET TITAN 700 SERIES DE DBOLT 2x WOOD SUB BUCK EXPANDED POLYSTYRENE (1.0 to 1.25 113. DENSITY) BY JELO -WEN WOOD LOCK BLOCK 1. 1 x 4.0 x 12.0 LITE FRAME COL POLYPROPOLENE 1/2" DYEAA L WSUMATED TEMPERED PASS LATCH JA1T8 (1 1/4" X 4 or PONDEROSA FWOER JOINTED ME) x 1 1 2 PLASEREW LIFE ' 'x 3 4" OVERALL. MUTATED TEMPERED GLASS a- Lt1E PANELS WOOD POLYPROP. CUSS WOOD • •••• • • •••• • • •• •• • • • • • • • • • • •• • PRODUCT RENEWED Ridd`wqb Ow MAN ing Coda � Dab • •••• ••• •• • • • • • • • •••• • •••• • •••• • • •••• •• • • • • • • • JOSEPH R EYANS, P. FLORIDA NO. 4392 1313 s•ta c•r AC}A P" MS is 2 a • •4•• •••• ••• • ••• ••• n •••• • Elw h �i lry ONO 07/10 07 r. NTS OWS.BY: JWJ ay. art S. S&Nel orwxm O Ns S -2004 ,:of.,.. •.. :.:;!,•...*: SEE NOTE #5 SHT. 3 GLAZING DETAIL, .E.N L1TE .5" STEEL SPACER .125" INSULATED TEMPERED GLASS .5" AIR SPACE .125" INSULATED TEMPERED GLASS WEIDE JAMS 1 1 4" x 4 9 16" PONDEROSA RACER AWED 17 18 19 20 21 22 23 1 4 x 2 1 TAPCON 8 x 2 1 4" 1410L FATHEAD WOOD SCREW =SWING BUMPER THRESHOLD (.050" EXIRODED AIM.) OONAVESSIDN WEATHERSTRIP (SCHLEGEL Q-LON 005 850) EXTENDED ALUMINUM ASTRAGAL 8Y DIPERW WOOD TOP M. 1.87ix 1` riO4, NOT USW 18 x 1/2" PANHEAD x 1" P1911.PS MIMEO WOOD SCREW KWDEET 400 SERIES 008 I0YIKSET TITAN 700 SERIES DE DBOLT 2x WOOD SUB BUCK EXPANDED POLYSTYRENE (1.0 to 1.25 113. DENSITY) BY JELO -WEN WOOD LOCK BLOCK 1. 1 x 4.0 x 12.0 LITE FRAME COL POLYPROPOLENE 1/2" DYEAA L WSUMATED TEMPERED PASS LATCH JA1T8 (1 1/4" X 4 or PONDEROSA FWOER JOINTED ME) x 1 1 2 PLASEREW LIFE ' 'x 3 4" OVERALL. MUTATED TEMPERED GLASS a- Lt1E PANELS WOOD POLYPROP. CUSS WOOD • •••• • • •••• • • •• •• • • • • • • • • • • •• • PRODUCT RENEWED Ridd`wqb Ow MAN ing Coda � Dab • •••• ••• •• • • • • • • • •••• • •••• • •••• • • •••• •• • • • • • • • JOSEPH R EYANS, P. FLORIDA NO. 4392 1313 s•ta c•r AC}A P" MS is 2 a • •4•• •••• ••• • ••• ••• n •••• • Elw h �i lry ONO 07/10 07 r. NTS OWS.BY: JWJ ay. art S. S&Nel orwxm O Ns S -2004 0 OUTSWING BUMPER THRESHOLD .050" EXTRUDED ALUM. ___.._.1 o o 0 o, 097" O 4 x 4 STEEL DOOR HINGE; .097" THK. STEEL BY HAGER f 6 W000 SIDE STILL; 2.375" .912" 13 1MPERLAL ASTRAGAL EXTRUDED ALUMINUM .075" WALL 11.875" 14 1/00R PANEL AND SIDELITE TOP RAIL, " i2 COMPRESSION WEATHERSRTIP SCHLEGEL Q —LON QDS 650 YiQQ LOCK BLOCK. 1.71" 7HK. i 5 DOOR PANEL. & SIDELITE B07TOM RAIL WOOD 0 0 l • • i ai S1EfL.1 RTf •••• • • •••• • • • •••• • • •.•• • • • • •••• • • • •• •• •••• • • • • • • •••• • • • • • •••• • • • • •. • .• • • •. IgEwi • � O a 0 rn 8 �rr•.•k t •• •••••• • ••..••s k • •�� 6^8 PRODUCT RENEWED as complying wIb the Florida Raiding Cale Acceptance ,.,; -0 ..D7 Expiration Da l717PrL JOSEPH R SANS PL UREA NO. 4392 amMUM n W* sHEr 8 CF 8 OA1E 07/10/07 NT5 MVO. BY: JWJ CNA. Rr: S. Sorrell CRANING Na.: 5 -2004 2 5 /e° d-• MIN. G9 SEE NOTE #5 SHi. 3 .020° MIN. 1.75° MAX. PANEL THK. 2 5 /8° MIN. 0 VERTICAL CROSS - SECTION 2 z 1 2 5 /e° MIN. SEE NOTE SHT. 3 e Eis ERDE 5° MIN. GLASS THK. 8 .020" MIN. SKIN THK. 2 5 /5' MIN. -I ••. C) 2 VERTICAL CROSS - SECTION gX 2 / M5 .020° MIN. SKIN 1.75" MAX. PANEL THK. s° MAX. GLASS THK. SEE NOTE 14 SHT. 3 • • • • •• 2 6/ 2 10 VERTICAL CROSS- SECTION • • • •• • •• • 1 • • • •••• • • •••• • • • • • e cm y- 0 SIR a • • • • • • • • • • •••• • • •••• s••• •• • • • • •• • 1 PROM= RENEM'ED miesaplytal with 0nfluids Cock AOeepMamee No a8- OW .O% I sphatroo ate Ely 1S�ta . �ITaN alvtelon ji It Eft% P.E FLORA P. 4392 Ulf MIME MIMS Nalt Fl. WED M N w ATE: 07 /10/O? NTS DWG. BY: Nj taac BY: S. Seffen ONOANO N04 S -2004 war 2 or 8 ti Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. ©e (e3-7 Job Name S /2-uq. Date BUILDING CRITIQUE SHEET S /4-1 5, (51-60S Gvb:) cows /-6 FIGim 6-601 �o r -r o - 2. S ) GUwwZra' -b he Leto. flizocr No- ad .C44e-es'-r -'/ /C4 72.o.A) . K. • rvs00 /./J 72e ,d kovi , rl efd t co w Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 March 15, 2008 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: RC- 08 -437 Job Name: Sirva Renovations Page 1 of 1 Building Critique Sheet 1. Existing windows in Porch area were installed originally without a permit, therefore in order to convert the porch area into a living area now, the windows need to be have a current NOA that complies with the current 2005 FBC. Provide a current NOA for the windows and if windows are not impact resistant, then hurricane shutters can be installed over them. Same comments are for the existing door on the east side of the porch area. 2. Minimum size door opening for a single garage door is 8' wide x 7' high. Plans show opening #3 to be 7' wide x 7' high. 3. Provide connection and uplift values for the new 3" x 8" roof joists at the existing tie beam in the interior section of the house. Detail on sheet S -2 only shows the connection at the exterior tie beam. 4. Provide current NOA's (Product Approvals) for all windows, doors and shutters, reviewed and approved by the Designer of Record. 5. Address comments from Planning and Zoning on the demolition permit and structural or any other discipline if any. 6. Submit permit applications for Electrical, Mechanical, Plumbing and Roofing Contractors. 7. Plans must be submitted to DERM, HRS for review and approval and to Miami -Dade County Planning & Zoning for payment of impact fees. S. Correct discrepancies on window and door notes from sheets A -1, 2 and 3. Some sheets show openings to have existing windows and doors, some show to have new windows or doors. Plans and submittals are incomplete, therefore we cannot do a complete plan review until all the above items have been submitted. At that time a complete plan review will be done. Follow the procedures for submission of corrected plans for your re- submittal. Claudio Grande CBO 305 - 795 -2204 Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT PERMIT #: V DATE: 0' (4 `D 6 1, ❑ Contractor ❑ Owner rchitect • Picked up 2 set Address: f plans and (other) From the building department on this date in order to have corrections done to plans And/or get County stamps. -.rstand that the plans need to be brought back to Miami Shores Village Buil to contin . jr ing process. Acknowledged by: PERMIT CLEARK INITIAL: P RESUBMITTED DATE: PERMIT CLEARK INITIAL: a- Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 RECEIPT PERMIT #; Q C 06 " 3 7 DATE: ` 0 I, M Pc- C?. m P 3t 1, L ❑ Contractor ❑ Owner ?Architect Picked up 2 sets of plans and (other) F Cyr s Address: S - 7 611'4 From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village B Acknowledge PERMIT CLEARK INITIAL: t to conti e 'emitting process. RESUBMITTED DATE: PERMIT CLEARK INITIAL: 03/17/2008 15:32 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES a 001 *** TX REPORT *** se**** * ************* ** TRANSMISSION OK TX /R% NO 1843 RECIPIENT ADDRESS 93057587666 DESTINATION ID ST. TIME 03/17 15:30 TIME USE 02'16 PAGES SENT 2 RESULT OK March 15, 2008 F Miami Shores Village Building Department 10050 N.E. VI Avenue Miami Shores, Fl 33138 Tel: 305 - 795 -2204 Fax: 305-756-8972 Permit No: RC- 08 -437 Job Name: Sirva Renovations Page 1 of 1 Building Critique Sheet 1. Existing windows in Porch area were installed originally without a permit, therefore in order to convert the porch area into a living area now, the windows need to be have a current NOA that complies with the current 2005 FBC. Provide a current NOA for the windows and if windows are not impact resistant, then hurricane shutters can be installed over them. Same comments are for the existing door on the east side of the porch area 2. Minimum size door opening for a single garage door is 8' wide x 7' high. Plans show opening #3 to be 7' wide x 7' high. 3. Provide connection and uplift values for the new 3" x 8" roof joists at the existing tie beam in the interior section of the house. Detail on sheet S -2 only shows the connection at the exterior tie beam. 4. Provide current NOA's (Product Approvals) for all windows, 1Y11GL1111 01101 CS V 111dgt Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. - 4 3 Job Name Date 3 111 /08 STRUCTURAL CRITIQUE SHEET v1iey,,' 7/% 4, de Srrill e)( Ea/41111p, 5 `y7 C -141/- d Iv o l /- G am°./. c 1.4 la 7t1 411 // NewNewApr /eel /dad. G S� C= eve S Edward A. LANDERS, P,E. CONSULTING ENGINE 11 .E. #038398... . • • • • • •••• •••• (305)823-3938 � � �� • • •.•..•• •• ••. • .•.•.. •.• • • • . • • •• •• • •• ••• fl is ... • • • • ..: • • • . . . . . • • • .. •,• • • 4141 .. • • • 11.,.,, o. •• •• • • • • • • .- .. 11.. .. • • • 41. Edward A. LANDERS, P.E. CONSULTING ENGINEERS • 0 • 0410 • • • • • • • • • • • • • • • • • • • • • . • • • • • • • . • P.E. #038388'• '•' :•• '•' • '•' (305)823 -3938 • .. • . . 0 Z . 0 . . 110 00 • • • • 00 . 41 /. �-.�.11, 0110 • •• .•• • • • •• • ••• • • • • • • •:• • •• • • .•.• .,•,.. •..... • • • • ••• • • • • • • • • •• •. •:• f• • 11 • • • •• ••• Edward A. LANDERS, RE, CONSULTING ENGINEERS • • • • • P.E. #038398 " • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••. • ••• • (305)823 -3938 • • • • •• •• • • • .• • • • • • •• •• • • • • ••7 • • ,,de... • • • •• • • ••• • • • • • •• • • • • • • • • la • •• • • -•. • • •• • • • • ••• •• • • • • • • .• • • • •• : ••• •• • •• • •• Edward A. LANDERS, P.E. CONSULTING ENGINEERS • ▪ 1 P.E. #038398,6 (305)823 -3938 • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • ••• • • ▪ ..- • • • • • • • • • • ▪ • • • •••••• • • •• •• • Edward A. LANDERS, P.E. CONSULTING ENGINEERS 0• ••. • • • . • • .. • • • • • • • • i •' '• •• •' •:.�....• y...:. . •'• • • • • ••■ • • • • •• • • • • • • • - • : •• :•.• •• • 1 • 10 • • • ••• • • • , • • • • • • • • • 1 • • • • • • • • • • • • • • • • • • • • • • • • • P.E. #038398. (305)823 -3938 •. • • • • • -1441• • • • • • • . •.• • • • • • • • • 4 • •• •• • • • O • • • •• • WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7-02 Analysis by: LANDERS Company Name: EDWARD A. LANDERS, P.E. Description: RESIDENCE, 537 NE 96TH STREET, MIAMI SHORES, FLORIDA User Input Data Structure Type Building Basic Wind Speed (V) 146 mph Struc Category (I, II, III, or IV II Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 3.0 :12 Slope of Roof (Theta) 14.0 Deg `Type of Roof Hipped Kd (Directonality Factor) 1 Eave Height (Eht) 10.00 ft Ridge Height (RHt) 16.00 ft Mean Roof Height (Ht) 13.00 ft Width Perp. To Wind Dir (B) 48.00 ft Width Paral. To Wind Dir (L) 62.00 ft 1Caicula(' arameters Type of Structure Height/Least Horizontal Dim 0.27 Flexible Structure No Calculated Parameters Importance Factor 1 1 I Hurricane Prone Region (V >100 mph) Table 6 -2 Values Alpha = 9.500 zg = 900.000 At = 0.105 Bt = 1.000 Bm = 0.650 0.200 I= 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft For rigid structures (Nat Freq > 1 Hz) d Structures use 0.85 ust:Factor ego ry 11., `Rigid Structures - Complete Analysis" 16.50 ft Cc * (33/z) ^0.167 I *(zm/33) ^Epsilon (11(1 +0.63 *((B +Ht) /Lzm)"0.63))"0 5 0.2245 435.28 ft 0.925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4* Izm)) 0.8212 7/22/2008 0.8316 Gust Factor SumMa Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.83 Fiq 6-5 internal Pressure Coefficients for Buildings. Gcpi 'Condition Gcpi Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 455 • Enclosed Buildings 0.18 -U28 Enclosed Buildings I 0.18 1 A4 • • • • • • • •• • • • 11.11• • 1 • • • • • • • • • ••• 1 • •••• • • • • • •••• • ••• • • • • • ••• • • • • • • • • 1 • • • • • • • • • • 1 ••• • ••• • ••• • • • • •11 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • Developed by Meca Enterprises, Inc. Copyright 2008 EDWARD A. LANDERS, P.E. • 0 • • • • • • • • • • • • 1 • • • rige No. 1 of 2 WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7-02 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for (Buildings w/ Ht <= 60 ft a = 4.8 =_> a Hipped Roof 7 < Theta <= 27 4.80 ft ntry line to receive a help Screen Component Width (ft) Span (ft) Area (ftA2) Zone GCp Wind Press (Ib/ft"Z Max Min Max Min 0.00 DOOR 3 7 21.00 4 0.94 -1.04 52.02 -56.66 GARAGE DOOR 7 7 49.00 5 0.88 -1.16 49.01 -61.90 WINDOW 3 5 15.00 4 0.97 -1.07 53.22 -57.85 DOOR 3 7 21.00 5 0.94 -1.29 52.02 -67.92 0.00 TRUSSES 2 10 33.33 1 0.40 -0.85 26.66 -47.61 TRUSSES 2 't0 33.33 2 0.40 -1.44 26.66 -74.98 RUSSES 2 10 33.33 3 0.40 -1.44 26.66 -74.98 0.00 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Developed by Mesa Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 7/22/2008 •• ••• • • • • • •• • • • • • •• • • • • ••• • • •• ••• •• • • • •• • • • ••• • • •••• •• • ••• •••• • • ••• • • • • • • • • • • • • • • •••• • • •• • • •• • • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • ¶ge No. 2 of ••• • • • • • ••• • 7 DAVID A. DACQUISTO, AICP PLANNING & ZONING DIRECTOR DEVELOPMENT ORDER anti Sh,orei 10050 N.E. SECOND AVE. MIAMI SHORES, FLORIDA 33138 -2382 Telephone: (305) 795 -2207 Fax: (305) 756 -8972 File Number: PZ -4 -08- 200876 Property Address: 537 NE 96th Street Applicant: Sirva Relocation (Owner) Address: 3300 Fernbrook Lane North Suite 300 Minneapolis MN 55447 Agent: Mark Campbell Address: 373 NE 92 Avenue Miami Shores FL 33138 IJUL 17 BOOB 43� Whereas, the applicant Sirva Relocation (Owner) has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Special Approvals, Sec. 600: Sec. 523. Site plan approval, Detached garage conversion to cabana. Whereas, a public hearing was held on May 22 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) The applicant shall provide the building department with a letter from an engineer certifying that all work carried out on the structure without building permits was done according to the building code. 2) Applicant to provide the building official with a site plan showing the location of a septic system and connections to serve the cabana and to secure DERM approval for the bathroom and laundry. Page 1 of 2 3) The ceiling/loft floor shall be removed if the main floor of the cabana has less than seven (7) feet of clear headroom. 4) The second story /loft cannot be used for habitable space if the sidewalls are less than five (5) feet in height and/or less than 50% of the room area has a ceiling height of not less than seven (7) feet. 5) The existing door to the alley shall be removed. 6) Applicant to obtain all required building permits for work previously undertaken without building permits. 7) Applicant to obtain all required building permits. 8) Applicant to meet all applicable code provisions at the time of permitting. 9) Applicant to complete a covenant in the form of a "Declaration of Use" assuring the property is used only for a single family purpose, record the covenant and provide the planning director with a copy of the recorded document prior to the final inspection by the Building Official. 10) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. The application with conditions was passed and adopted this 22nd day of May 2008 by the Planning Board as follows: Mr. Abramitis Yes Mr. Powell Absent Mr. Reese Yes Mr. Sastre Chairman Fernandez Absent Yes pi to (DY Date Robert Abramitis Vice - Chair, Planning Board Page 2 of 2 SIRM Relocation SECRETARY'S CERTIFICATE To Whom It May Concern: Please be advised that David Redding is in the position of Real Estate Consultant with SIRVA Relocation LLC, a Delaware limited liability company. Please also be advised that the attached Designation of Authority was duly and properly executed by the President of SIRVA Relocation LLC and is effective without modification as of this date. Ma is Date nior Cou el and Assistant Secretary SIRVA Relocation LLC 7 p4; (1) (.0 )"7■ C m > 0 Z O —4 O 0 O 0 C- 0 > C Z m m 0 A rri 0 z ldda JG18 Miami Shores Building Deyartment Product Approval Schedule / Comparison Chart Address: `Y-7 A/Z. 1 6.. Permit No. /LC. .f J Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact 113 or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No (+) PSF (-) PSF (+) PSF (-) PSF 0 i 4-5."1 -S.- T.:, , I ±Si 6' e ? `j6 -, , -. of 1 /.4,--- . . 1 -4 c 2. •'. --G17 ] 'A .'T A-a .....- C 7 a .ka , Ss-S-3,, z. - 5-1, q.,2 74° 9 11 -0 ,.... xi ..._ 0) 9 ., , m 0 1 C ) VIM ----- NM 1111110 ) 511U Noma liminimiim .: :r, i 1111111:110 k ir-Ds rikl. 1 unimir 0 ei C -- 0 r\D r 1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Storm Panels, Inc. 14475 N.W. 260i Avenue Opa- Locka, Florida 33054 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.eov 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 resos the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control piviRion that rig product, of: • 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 th2"Pito Velocity'Hurrica:ii•.. Zone of the Florida Building Code. . " ". • • • • •••• • • •• DESCRIPTION: 0.029" (min.) Galvanized Steel Storm Panels Shutter • •. • • • • • • • • APPROVAL DOCUMENT: Drawing No. 02 -868 -111, titled " 22 ga Galvanized Stet Storm Panels" sheet 1 ":' through 4 of 4, prepared by Frank L. Bernardo, P.E., dated November 18, 2002, last re, isitn`dated J „wilary 02,E • • 2003, signed and sealed by Frank L. Bennardo, P.E., bearing the Miami -Dade County Product Contr atnewaa stamp with the Notice of Acceptance number and expiration date by Miami -Dade County•Product Cont1 Division. • MISSILE IMPACT RATING: Large and Small Missile Impact •• • LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be 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 number 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 NOA # 02- 1120.02 and consists of this page 1, evidence submitted page E -1 as well as approval document mentioned above. The submitted documentation was revie by Helmy A. Makar, P.E., M.S. lle/714 II /o1 /Z o7 NOA No. 07- 0817.03 Expiration Date: 01/23/2013 Approval Date: 11/01/2007 Page 1 Florida Storm Panels., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 1120.02 A. DRAWINGS 1. Drawing No. 02- 868 -111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1 through 4 of 4, prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02, 2003, signed and sealed by Frank L. Bennardo, P.E. B. TESTS 1. Test report on: Uniform Static Air Pressure Test, Large Missile Impact Test and Cyclic Wind Pressure Test prepared by Construction Testing Corporation; Report No. 02 -041, dated November 18, 2002, signed and sealed by Yamil G. Kuri, P.E. 2. Test report on fastener by Construction Testing Corporation, Report No. 02 -007A, dated May 06, 2002, signed and sealed by Yamil G. Kuri, P.E. 3. Test report on Wood Bushings by Construction Testing Corporation, Report No. 02- 038, dated October 07, 2002, signed and sealed by Yamil G. Kuri, P.E. C. CALCULATIONS • 22 ga. Galvanized Steel Storm Panels and Anchor Calculations, sheets 1 through 26 • • • • • • • • o(26,• dated November 18, 2002, prepared by Frank L. Bennardo, P.E., signed and • • "• sehledli_y Frank L. Bennardo, P.E. • • ••••• Calculations, 9 pages, dated November 18, 2002, prepared by Frank L. .... Beomaicdo, P.E., signed and sealed by Frank L. Bennardo, P.E. • • .••• • • Di • • • VIAT•BRItiL CERTIFICATIONS P.' Mitr Certified Inspection Report. • CVa:Afil Tensile Test Report issued by Certified Testing Laboratory, Report Number • • •. "..' 1498.1i, dated October 29, 2002, signed and sealed by Ramesh Patel, P.E. • .... • • 2. ....NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E -1 Imy A. Makar, P.E., M.S. Product Control Examiner NOA No. 07- 0817.03 Expiration Date: 01/23/2013 Approval Date: 11/01/2007 ,Florida Storm Panels 14475 N.W. 26 Avenue • Opalocka, FL 33054.685- 9990.685 -9000 • FAX 685 -7511 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official Dear Mr. Building Official: We are Dade County Notice of Acceptance holder for the 22gauge.panels under number• -07 0.8,1 7.03 ' ' "" • This letter authorizes .... to se u.our; 22ga. Panels under number 07- 0817.03 to be used at the foltding j'o,;� . . • . •• •• •••• Sincerely, Victor President or • • • • .. • • • .... • . • • •••• • • • • • •• • •• • • • • .. •• • Enrique Revilia Vice - President 1. This form must accompany the application for building permit and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. Florida Storm Panels 14475 N.W. 26 Avenue • Opalocka, FL 33054.685- 9990.685 -9000 • FAX 685 -7511 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official Dear Mr, Building Official: We are Dade County Notice of Acceptance holder for the 22gauge,pAnels under number 07-0847,03 :::::: • •• • This letter authorizes ..., to.usg...our 22ga. Panels under number 07- 0817.03 to be used at the follo'wi'ng job; ;• • • • • •• •• •.•• • • • • • • Sincerely, Victor ? . C Enrique Revilla President or Vice- President 1. This form must accompany the application for building permit and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. .Florida Storm Panels 14475 N.W. 26 Avenue • Opalocka, FL 33054.685- 9990.685 -9000 • FAX 685 -7511 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official Dear Mr, Building Official: We are Dade Counfy Notice of Acceptance under -number 07- 08.17.03 This letter authorizes holder for the 22gauge. panels • • •••• • • O •• • •• • •. • •• • • • •• • •••• to•use...o. ur • 22ga. Panels under number 07- 0817.03 to be used at the fol th ng jb, •• •• •••• Sincerely, Victor . C • President or • • •• • • • • • •• • Enrique Revilla Vice- President •••• • • •••• •• • • • • •• • 1. This form must accompany the application for building permit and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. •• • • • • PENETRATION OR EMBED. N a EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. EXISTING GLAZING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE G5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAX. SPACING 0.500' 0 X al E 1 REQ'D GLASS SEP. --I DIST. (SEE TABLE — W T2 FOR MINIMUM) X W _1 F z (c) L OWALL MOUNT SECTION WALL MOUNT TRACKS, N.T.S. 0500' C6 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAX. SPACING. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. LEG MAY BE BENT TO 30deg MAX 1365' 1365' EXISTING GLAZING C8 CONN TYPE REF. ANCHOR SCHED. T4 FOR MAX. SPACING REQ'D GLASS SEP. DIST. (SEE TABLE T2 FOR MINIMUM) C7 CONN TYPE REF. ANCHOR SCHED. T4 FOR MAX. SPACING 1365' 1 zW aJ Rp 0 z urq tun- d) U11 HEADER/SILL MOUNT SECTION TRAP MOUNT TRACKS ON ANGLE, KTS. LEG MAY BE BENT TO 30deg MAX QPTIO \AL I\ TE EO EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. EXIST NG GLAZ NG REQ'D GLASS SEP. DIST. (SEE TABLE T2 FOR MINIMUM) •• OCE1LING/FLOOR MOUNT SECTIO1P TRAP MOUNT TRACKS, N.TS. •• • • • • • t7 WNNECTIf3N TYPE* REERENCE AAe1•c9F • SCHEDULE T4t-OR *PACING • • • •• • \T INSTALLATION DETAILS G1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAX. SPACING p z W ,0y 1- d) z dw) U) • p ••• •• • • •• • • • • • • PENETRATION OR EMBED. REQ'D GLASS SEP. DIST. (SEE TABLE T2 FOR MINIMUM) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRICTURE EXIt I'M CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAX SPACING 0.500' EXISTING GLAZING 1111111AN1n A iNIAyWanN_1�11 I� 11.00 MAX O P DIRECT WALL MOUNT SECTION BOTTOM DIRECT WALL MOUNT (REF. DETAIL '5'). N.TS. 0 ca 21: OHEADER TRACK ISOMETRIC TOP TRACK N.T.5. CLIP LOCKS END PANEL FLUSH AGAINST TOP TRACK • • • • •• • ••• • • `t \••• • • ••• •• ••• • • (1) HE;El:. END CAP • • • END ) •14 SM5 • •••••TGTR•• •• • • • • •• •• (I) I'x2 °x0.092'x13/4' ANGLE 9 END W/ (2) �I4 SMS TO TRACK TOP 'H' -TRACK OR TOP °U° -TRACK (FASTEN TO STRUCTURE PER SECTIONS TO LEFT) OPTIONAL PLASTIC KNOB, TO EASE PANEL SLIDING (NON - STRUCTURAL, SEE DETAIL TO LEFT) •••• • •••• I'x030' PERFORATIONS AT MIDSPAN FOR USE WITH REMOVABLE HANDLE AND /OR PLASTIC KNOBS • • •••• • • •• • • • • • ADJACENT PANEL TYP 125' COVERAGE 'H'- HEADER • TOP, PER DETAIL 'P' BOTTOM °H' TRACK OR BOTTOM 'U' TRACK (FASTEN TO STRUCTURE PER DETAILS M, N 40 TO LEFT) EMAIL: FRANK0FLBENGINEERING.COM 0 Z 6) LD JZ Z }. m O R SILL TRACK ISOMETRIC 0— I- BOTTOM TRArr, N.T.S. -1-1 Approved as comp!ying sriti3 Rim \ 1 Date of 2 -372003 0 .' ,U NOA# Miami Dajjde 2r%% t �j /� 0 9}ivisien�/eX�''� T� %��LO Z RY LAST PANEL MOUNTED FROM INSIDE OF BLDG ADJACENT CTR,3 PANEL corrAn-bre Yet eft yt . s, ;(0F,I � i,z o7 - a 817.03 t •,51.7 6; LL ez 'sfit �.fsai`s�' TYPICAL OVERLAP 7 0 OPTION A: (3)14' ELCO PANELMATES AT BOTTOM OF ADJACENT PANEL FASTEN EACH PANEL ADJACENT TO LAST PANEL • BOTTOM W/ (2) ELCO ° ANELMATES 4 (1) POWERS CALK -IN. ALTERNATIVELY, USE (3) PANELMATES AND NOTCH BOTTOM CORNERS OF LAST PANEL TO FIT OVER INNERMOST ANCHORS. (2) 1/4 -20 S.S. STITCH BOLTS W/ WtNGNUTS EACH SIDE OF LAST PANEL OPTION 5: (2) 1/4' ELCO PANELMATES AT BOTTOM OF ADJACENT PANELS OPT. A: 2'x2' MAX NOTCH IN LAST PANEL AROUND WINGNUT ODIRECT WALL MOUNT EXTERIOR ELEVATION BOTTOM DIRECT WALL MOUNT fREF. DETAIL 'P9, N.T.5. OPT. B: (I) 1/4 -20 POWERS CALK -IN, CLOSEST TO LAST PANEL (NO NOTCH REQ'D) REVISIONS DESCRIPTION DATE COUNTY CO'IMEN15 I/L03 SCALE: 3' • • (UN.O.) DRAWN BY: CL CHI =(,KED BY: FLB PRINT DAl L: II/18/02 DWG •: 02- 868 -III SHEET: 3 OF 4 0, PRODUCT MARKING 1315' 22ga: t =0.029' (LOCATION OPTIONAL) 1 rGAL vANIZED l --11312'r_ --j 1312' --j 1315' r_ PRODUCT MARKING (LOCATION OPTIONAL) '4' ROLL BACK --{ 1312' r ',a' ROLL BACK I--t.lar - 1.181 -i 1-- 1.181• -- 12.500' PANEL COVERAGE 14.438' PANEL. LENGTH O STORM PANEL I/4 -20 x 3/4' 5.5. STUD 0.150• T - MIN X 0.125' s E c L TYP. T O'12r''� 1.500' TYP. -i MAX O STUDDED ANGLE 0 BUILDOUT /CLOSURE ANGLE 1.181'- I 1.00' MIN. 5.000' MAX. GENEFRAL NOTES: I. THIS SHUTTER SYSTEM HA5 BEEN DESIGNED AND TESTED AS A LARGE MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH TI- IE'FLORIDA BUILDING CODE 2001 AND PROTOCOLS TAS 201 FOR LARGE MISSILE IMPACT, TAS 202 FOR UNIFORM STATIC AIR PRESSURE AND TAS 203 FOR CYCLIC WIND LOADING. 2. NO 333% INCREASE IN ALLOWABLE STRESS HA5 BEEN USED IN THE DESIGN OF THE ANCHOR SPACING TABLES. 3. POSITIVE AND NEGATIvE DESIGN PRESSURES TO BE USED WITH THESE DRAWINGS SHALL BE DETERMINED BY OTHERS ON A JOB - SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. WHEN ASCE 1 -98 15 USED TO CALCULATE PRESSURES FOR USE WITH TI-115 PRODUCT, THE U5E OF A DIRECTIONALITY FACTOR Kol =085 IS ALLOWED. 4. THE SHUTTER SYSTEM DETAILED HEREIN 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OIL REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN CONJUNCTION WITH TI-115 DOCUMENT. 5. PERMIT HOLDER 514ALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND ADDITIONAL IMPOSED LOADS. 5. STORM PANELS SHALL BE 222a STEEL (GALVANIZED THICKNESS t =0.029' MIN) CONFORMING TO ASTM 4553, STRUCTURAL QUALITY, GRADE 50. G-50 GALV. COATING WITH A MN. Fy =92.0 K5I. ALL EXTRUSIONS 514ALL BE 5053 -T5 ALUMINUM ALLOY, UN.O. 1. PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE MARKING PER PANEL AS FOLLOWS: FLORIDA STORM PANELS, INC. OF' A- LOCKA, FLORIDA MIAMI -DADE COUNTY PROD. CONTROL APPROVED 8. STORM PANELS HAVE BEEN DESIGNED AND TESTED TO T44E4NAXIMUM.51PAN5 AND-LOADS ,SHOWN .THESE DRAWINGS. REFERENCE CONSTRUCTION TESTING CORPORATION (CTC), OF MIAMI. FL, TEST REPORT No. 02 -041. 10. TOP s BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE, EXCEPT FOR MOUNTING CONDITIONS INCLUDING 'IH' OR 'U' HEADERS. 11. ALL BOLTS t WASHERS SHALL BE ZINC COATED. GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 50 KSI. 1.000' - "2.052'. -- 0.062' 0 0.052' IN t 0.052' 10250' 1-- 1.181' -i O 'H' HEADER ni, L 0.062' TYP I I I ISga TYP (t = 0.0515' rGALv STEEL, I+ GRADE 50) 1.00' MIN. 5.000' MAX. O J -PAN CLOSURE 2.043' 1.00' in 0 T 0.053 x.063' 13 TOP 'H' TRACK 0.093 0.015 0.015' 0350' { 0025(01 � �I 0.085' -1 -3315' MAX.-- - 0315' 0315' `` 0.185' � 1 1 t� e f 0090 S m TYP 0320' 0.410' 0.550' L0.500' O 'U' HEADER 0.050' 0250' 0865' WASHERED WINGNUT 10 (ZAMAC 3 ALLOY) •• • • • • • • 0.053'- - in N • • • • • - 2.0r•o1P •J I- 1.935' ••• •• • • • • •• • • •••• • • •••• • O BUILD -OUT 'F' TRACK 1.000' 1.000' t = 0.015' MIN. KEYHOLE WASHER GALV. STEEL GRADE 50 (USE IS OPTIONAL. REQUIRED ON*" FOR U.56 WITH TRUSS WEgp•44 9 S ( CALK -N) • • 80.158' 80301' • • • • 5.64' •. ®.063' • • • '3 49' • •• •• v } •P1 0�3� •• • ,.; 1.00' I • • I4 BOTTOM 'H' TRACK • •••• • •I • • • • 0.063'• • • • • • • •• • •••• '4-20 5.5. SIDEWALK OR MACHINE BOLT 4 WASHERED WINGNUT • 24' O.G. TYP. /-EXISTING WINDOW •• • 0.0163' • •• • • •1.931' • • • Ti)P•!Jb TRACK 025' ® r-AX. 15 GA. GALV. STEEL SENT PLATE (0.0418' BM. THK) OR 2'x2'x.I25' 5053 -TO ALUM. ANGLE OCORNER CLOSURE DETAIL BUILD -OUT DISTANCE 'OVERLAP WALL BEYOND WINDOW DISTANCE GREATER THAN OR EQUAL TO 1.5 TIMES BUILD -OUT DISTANCE (2001 PBC SECT. 2413.13) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. ALUM. ANGLE ® OR J -PAN CLOSURE PIECE ® (SEE DETAILS ABOVE). LEG 'i7IRECTiON'MAY 9JE FVERSED FASTENER • 15' O.G. FOR DESIGN LOADS LESS THAN OR EQUAL TO 51per (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). FOR DESIGN LOADS GREATER THAN elpsf, USE ALUM ANGLE CLOSURE PIECE ONLY WITH ANCHORS 4 10' O.C. OBUILD -OUT MOUNT CLOSURE DETAIL N.T.S. 025' I- MAX EXIST. CONC, HOLLOW BLOCK OR WOOD FRAMING. 1.000' 2.00' MIN. 113 w W [0.150' 0.063' TYP 0.388'- 0.191' 0.215' 0.452' 0.655' TYP. 0 'F' TRACK 4.000' 1.000' x0.125' - 1.000' o OHEADER END CAP 12 4.150' DEEP•T'F $.L • • • • • • •• • • • • • •••• • • •••• • • • • • • WIDTH UNLIMITED (PER.. TO PANEL SPAN) TOP MOUNT (CONN 1 T AS REQ'D) TYP. SECTIONS • •• • • • • • •••• • 11y •• •• • • ••:A:/O3 1 •• a 1"00(V�ii• • • • • • • �•t • •• •••• •AA93' -1 • • • • • 5313' • • • IMPS • • • • • • •m BOTTOIrLi•'W •TRACK • • • • •••• OPTIONAL '/4 -20 STITCH BOLTS WITH WASHERED WINGNUTS FASTENED • OVERLAPS a MIDSPAN (USE APPROPRIATE SPAN TABLE) ' PLAN VIEW 1111110111 r R ©3I]' MOUNT CGONN T � (150 Al 1 BOTTOM AS REQ'D) OTYPICAL MOUNT ELEVATION N.T.S. E%/ ISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING OWALL MOUNT CLOSURE DETAIL N.T.S. MAY BE AT / TOP 4 BOTTOM 0315'3141_ EDGE DIST. TOP MOUNT (CONN TYPICAL n-PE AS REQ'D) LAST PANEL PANEL ABOVE BEFORE PANEL OBSTRUCTION OBSTRUCTION -1 OVERLAP FOR MAX ALLOWABLE PANEL LENGTHS f VERT. OR NORM) r �E j pN OS REK T O/ Q M D i .__ /GAP � Y AQN ■ '` A(AS P QOD x W J PANEL UCT1oN 1 l ALUM. ANGLE ® OR J -PAN CLOSURE PIECE ® (SEE DETAILS ABOVE). LEG DIRECTION MAY BE REVERSED. 0.500' OVERLAP MINIMUM BOTTOM MOUNT (CONN� / `TYP. PANEL OVERLAP TYPE AS REQ'D) L. OPTIONAL '4 -20 STITCH BOLTS WITH WASHERED WNGNUTS FASTENED • OVERLAPS • MID5PAN (USE APPROPRIATE SPAN TABLE) OTYPICAL MOUNT ELEVATION AROUND OBSTRUCTION B FASTENER o 15' O.G. FOR DESIGN LOADS LESS THAN OR EQUAL TO Blpsf (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). FOR DESIGN LOADS GREATER I.QO' THAN Slpsf, USE ALUM ANGLE CLOSURE PIECE ONLY WITH ANCHORS W l0' O.G. EMBED OTRAP MOUNT CLOSURE DETAIL N.T.S. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING Approved as Complying with the Floridae.i vgCdeo03 Date 2- NOAN / - 112 •off_ Miami Dide Product Control Divisio BY FRANK L. BENNARDO, PE. •PE0045545 cTI csa 9mm 7 61 ',7 J = IL to X 0 Q • co fY O Q m z u 0 REVISIONS DESCRIPTION COUNTY CO51ENTS DATE IR/03 SCALE: 3' = 1' DRAWN BY: CL CHECKED BY: FL8 PRINT DATE: 11/0/02 DWG ": 02- 858 -III SHEET: 1 OF 4 l EMBED C3 CONNECTION TYPE I1trtt• NCE ANCHOR SCHEDULE T3 FOR MAX SPACING 0.500' SHORT LEG MAY BE REVERSED TOWARDS THE OPENING EQ EQ 0- wD 025' EXISTING GLAZING N4 TEK SCREW OR 14 -20 MACHINE SCREW 4 NUT a I6• O.C. (TYP ALL SIM. CONNECTIONS REQ'D SEPARATION FROM GLASS (REF. TABLE T2) .All�l: Om C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX SPACING EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE T3 BASED ON TYPE OF STRUCTURE) OBUILD -OUT MOUNT SECTION N.TS. CI CONNECTION TYPE ANCHORS To BE AT 125' OR 625. O.C. (REFERENCE ANCHOR SCHEDULE T3 FOR MAX SPACING)_ USE REMOVABLE ANCHORS ONLY EDGE DIST. EXISTING GLAZING REQ'D SEPARATION FROM GLASS (REF. TABLE T2) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX SPACING STUD ANGLE DIRECTION MAT BE REVERSED. AS SI -ICUN C2 CONNECTION TYPE hatrtRENGE ANCHOR SCHEDULE T3 FOR MAX. SPACING 0.500' OPTIONAL BUILDOUT MOUNTING CONFIGURATIONS i (AT HEADER OR SILL) • I/4 -20 X' 5.5. MACH NE SCREW a 12.5' O.C. EXI5TING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED $ f4 -0 b TYPE OF STRUCTURE EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SGHED.BASED ON TYPE OF STRUCTURE. 1/4 -20 x 5.5. MACHINE SCREWS a 125' O.C. C2 CONNECTION Ty F REFERENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING 'F' TRACK/DIRECT MOUNT SECTION NT.5. EMBED. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING_ SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING 0.500' 10250' EXISTING GLAZING •• • •• ••• REQ10 GLASS SEPAR DIST. (SEE TABLE T2 FOR MW) •• • • • • • •• • •• • • • • • • •• • • • • •••• OWALL MOUNt.54VO Il7N N.TS. • • • • • • • 0 025' Ow lUw w= N • • Z E • • • •• • • • • • lea -20 X =4' 5.5. MACHINE SCREWPI�P • • WINGNUT .125' O.G. • CTION TYPE REFERS CE ANCHOR 5CHEDULE 73 FOR MAX SPACING EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. 1E1101- --all MEI EXISTING GLAZING EMB Ei Q � I, ■ EMBED II: SS T2) REQ'D SEPARATION FROM GLASS TABLE a -20 x 'ten' 5.5. MACHINE SCREWS a 12.5' O.C. LEG DIR. MAY BE REVERSED lem- �gv'" • C4 CONNECTION TYPE: REFERENCE ANCHOR SGI- IEDULE 73 FOR MAX. SPACING 025' tiF MAX. M OCEILING/FLOOR MOUNT SECTION N.T.S. C4 CONNECTION TYPF REFERENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING MAXIMUM ALLO,UABLE Load W (psf) No Stitch Bolts LMAx (ft) Stitch Bolts At Midspan LMAx (ft) 25 10' - 7" 10' - 7" 30 10' - 5" 10' - 5" 35 10'- 0" 10'- 0" 39 9' -9" 9' -9" 40 9'- 8" 9'- 8" 45 9' - 4" 9' - 5" 49 8'- 11" 9'- 3" 50 8'- 10" 9'- 2" 55 8'- 5" 8'- 11" 58 8' - 2" 8' - 10" 60 8' -1" 8' -9" 65 7' - 9" 8'- 3" 70 7' - 6" 7' - 8" .7!2... • 7' - 4" 7' - 6" 7t'• 7'- •€ ".••9 7' -2" ii7t,• • • • 6' - 9!1 • 6' - 9" 95••• 6' -Y"• : 6' -0" 10(i 5' -4 5 -4" lee". 4'- 4$1••• 4'- 10" 116•' 4'- We" 4'- 6" 1.'• • 4'- 44••• • 4'- 1" • SPAN SO-err-ILE NOTES: • I. EWTIIIR SPAN SCHED l.E WITH NEGATIVE DESIGN LOAD ¶obETERMItt I XI6'1UM ALLOWABLE STORM PANEL4Ii4N. SCHEDCLE 19 ACCEPTABLE FOR USE WITH 10051TIVt LOADS LESS THAN OR EQUAL TO NEGATVre5ESIGN LOADS. 2. INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. EXISTING WOOD TRUSSES a 24' O.G. MAX MINIMUM SEPARATION FROM GLASS SCI- IEDULE Positive Load (psi) Span Less Than: Separation (inches) at <= 30' Separation (inches) at > 30' 6' - 0" 2.75" 1.22" 30 8' - 8" 2.75" 1.94" 10' - 5" 3.00" 3.00" 6' - 0" 2.75" 1.25" 35 8' - 8" 2.75" 2.10" 10' - 0" 3.00" 3.00" 6' - 0" 2.75" 1.29" 40 8' - 8" 2.75" 2.26" 9' - 8" 3.00" 3.00" 6' - 0" 2.75" 1.32" 45 8' - 8" 2.75" 2.41" 9' - 4" 2.92" 2.92" 50 6' - 0" 2.75" 1.36" 8' - 10" 2.75" 2.73" 60 6' - 0" 2.75" 1.43" 8' - 1" 2.75" 2.44" 70 6' - 0" 2.75" 1.51" 7' - 6" 2.75 2.24 TABLE T2 NOTES: 1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE STORM PANEL SEPARATION FROM GLASS OR DOOR TO BE PROTECTED. SCHEDULE 15 REQUIRED FOR USE WITH POSITIVE LOADS ONLY. 2. INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE OTHERWISE USE NEXT HIGHER LOAD. EXTERIOR WALL FINISH STEEL TUBE TO BOTTOM TRUSS CHORDS W/ (3) 14'X2' EMBED LAG SCREWS . EACH TRUSS (24' O.C. MAX) EXISTING GLAZING MAX MAX REQ'D SEPARATION FROM GLASS .a (REF. TABLE T2) OTRUSS MOUNT SECTION K N.T.S. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. 4'x1"2'x0.0415' MIN STEEL TUBE U' HEADER TO ROLLED STEEL TUBE W/ CENTER LAG (AS DESCRIBED ABOVE) a TRUSSES 4 "14 51-1.5 TO PLATE a 6° O.C. BETWEEN TRUSSES Lmax 5' -0' (MAX SPAN) MAX DESIGN LOAD = 150 per ALUM OR GALV STEEL SPACER, AS REQ'D. EXISTING GLAZING OOFFSET WALL MOUNT SECTION N.T.S. CI CONNECTION TYPE ANCHORS TO BE AT 125. OR 6.25' OC. (REFERENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING) USE REMOVABLE ANCHORS ONLY EXTERIOR WALL FINISH, PROTRUDING FROM MOUNTING SURFACE FRANK L. BENNARD 'PE0046545 W olJJ w 4� z Z tLl ill z 1- -1 V Z VJ QZ Q Q 0° Uz zw - w z w z W z m z PI J u Q 3 w REVISIONS DESCRIPTIONS DATE COUNTY COI•B'IENTS 1 IA103 SCALE: 3' _ • DRAWN BY: CL C HEGKED BY: FLB PRINT DATE: 11/15/02 DUG ': 02 -868 -Ill SHEET: 2 OF 4 ,4NCNOP SPACING SCHEDULE HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED ELCO TAPCQN Tcap (Ib) = 218.00 Vcap (Ib) = 398.00 3g1'•'i8.0" 45 .' 55••' 39 49 58 72 130 12.5" 12.5" 12.5" 12.5" 6.25" 2.5" EDGE DISTANCE 16.0" 12.7" 8.7" 5.9" 3.6" 15.8" 12.5" 10.5" 8.3" 6.0" 12.5" 6.25" 6.25" 6.25" 6.25" 15.5" 12.3" 10.4" 9.7" 9.7" 7.8" 5.2" 4.0" 3.6" 3.6" 9.9" 7.7" 6.5" 6.0" 6.0" SPANS UP TO 5.50 ft SPANS UP TO 8.67 ft SPANS UP TO 10.67 ft IST RU( ANCHOR 39 LOAD 16.0" CONN TYPE 16.0" 12.5" CONN TYPE 12.7" 10.3" CONN TYPE 16.0" 8.V-S.3" ALL - POINTS SOLID -SET 12.5" 12.5" 6.25" 6.25" 6.25" (psf) C1 C2 C3 C4 C1 C2 C3 C4 C1 C2 C3 C4 CONCRETE 1/4" x 1 -3/4 "EMBED LEAD SHIELD ANCHOR 39 12.5" 16.0" 16.0" 16.0"-12.5" 14.3" 16.0" 16.0" 16.0" 12.5" 16.0" 11.9" 13.5" ELCO TAPCQN 15.9" 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 11.6" 13.3" 12.5" 16.0" 8.4" 10.7" (MIN 3320 PSI CONC) 6.4" 58 12.5" 16.0" 16.0" 16.0" 12.5" 16.0". 8.9" 11.1" 12.5" 16.0" 8.0" 10.3" Tcap (Ib) = 483.00 15.9" 72 12.5" 16.0" 13.0" 14.3" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" Vcap (Ib) = 475.00 • 12.2" 130 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" 1/4 "x7/8" EMBED 16.0" 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 15.2" 15.0" 12.5" 16.0" 10.6" 12.1" ALL - POINTS SOLID -SET 58 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 10.2" 11.8" 12.5" 16.0" 7.5" 9.5" LEAD SHIELD ANCHOR * 58 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 7.9" 9.9" 12.5" 16.0" 7.1" 9.2" Tcap (Ib) = 428 9.1" 72 12.5" 16.0" 11.5" 12.7" 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.2" Vcap (Ib) = 429 4.7" 130 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.2" 114" x 2" EMBED 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 13.3" 15.7" 12.5" 16.0" 9.2" 12.6" ELCO PANELMATE 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 8.9" 12.4" 12.5" 16.0" 6.5" 9.9" (MIN 3350 PSI CONC) * 58 12.5" 16.0" 14.9" 16.0" 12.5" 16.0" 6.9" 10.4" 12.5" 16.0" 6.2" 9.6" Tcap (Ib) = 372.00 72 12.5" 16.0" 10.0" 13.3" 12.5" 16.0" 6.2" 9.6" 12.5" 16.0" 6.2" 9.6" Vcap (Ib) = 565.00 130 12.5" 16.0" 6.2" 9.6" 12.5" 16.0" 6.2" 9.6" 12.5" 16.0" 6!2" •9.+:i" HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED ELCO TAPCQN Tcap (Ib) = 218.00 Vcap (Ib) = 398.00 3g1'•'i8.0" 45 .' 55••' 39 49 58 72 130 12.5" 12.5" 12.5" 12.5" 6.25" 16.0" 16.0" 16.0" 13.2" 9.7" 16.0" 12.7" 8.7" 5.9" 3.6" 15.8" 12.5" 10.5" 8.3" 6.0" 12.5" 6.25" 6.25" 6.25" 6.25" 15.5" 12.3" 10.4" 9.7" 9.7" 7.8" 5.2" 4.0" 3.6" 3.6" 9.9" 7.7" 6.5" 6.0" 6.0" 12.5" 6.25" 6.25" 6.25" 6.25" 12.6" 10.0" 9.7" 9.7" 9.7" 5•4 •7.t" 68" 6.2 " 3.6' ". b.it 3.6'x' b" 3tr" t:D" 114 "x7/8" EMBED 7.5" 6.0" 5.1" 4.1" 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 12.7" 10.3" 12.5" 16.0" 8.V-S.3" ALL - POINTS SOLID -SET 12.5" 12.5" 6.25" 6.25" 6.25" 49 12.5" 16.0" 16.0" 13.1" 12.5" 16.0" 8.5" 8.2" 12.5" 16.0" 6..P:r6" LEAD SHIELD ANCHOR * 58 12.5" 16.0" 14.3" 11.0" 12.5" 16.0" 6.6" 6.9" 12.5" 15.9" e.5.** V4" Tcap (Ib) = 358 16.0" 72 12.5" 16.0" 9.6" 8.8" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9'" • 6:4" Vcap (Ib) = 249 65 130 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5'.9" t.4" 114" x 1 -1/4 "EMBED 16.0" 39 12.5" 16.0" 16.0" 12.2" 12.5" 14.5" 7.3" 7.7" 6.25" 11.8" 5.1" 6.2" ELCO PANELMATE 16.0" 49 12.5" 16.0" 11.9" 9.7" 6.25" 11.6" 4.9" 6.0" 6.25" 9.4" 3.6" 4.9" * 58 12.5" 15.4" 8.2" 8.1" 6.25" 9.8" 3.8" 5.1" 6.25" 9.1" 3.4" 4.7" Tcap (Ib) = 204.75 72 6.25" 12.4" 5.5" 6.5" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" Vcap (Ib) = 233.50 130 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" ANCHOP NOTES: I. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 'TI'). 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL 4 ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SWEETS 2 4 3 FOR IDENTIFICATION OF CONNECTION TYPE). 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. ANCI -101R SPACING SCHEDULE T� CINSIDE MOUNT PANELS, WALL MOUNT) 1/4" x 1'i /VCl/71BED ELCO TAPCQN 3g1'•'i8.0" 45 .' 55••' 2.5" EDGE DIST. 1$'d" 1613" J6't)''', 7.5 ": 05.5" 5.2" 'r3. " 3.4 ".''i,1 & 0.75" EDGE DISTANCE 65." SPANS UP TO 5.50 ft 0 '. 0 114" x 2" THREAD PENETR. LAG SCREW Tcap (Ib) = 359.53 = 8297 ANCHOR 39 49 58 72 130 12.5" 12.5" 12.5" 12.5" 125" 16.0" 16.0" 16.0" 16.0" 160" 16.0" 16.0" 14.4" 9.6" " 7.5" 6.0" 5.1" 4.1" 12.5" 12.5" 12.5" 12.5" " 16.0" 16.0" 16.0" 16, 0" 0' 12.8" 4.8" 8.6" 3.8" 6.6" 3.2" 6.0" 7j4 0 12.5" 12.5" 12.5" 12.5" 16.0" 16.0" 16.0" 16.0" 8.9" 3.9" 6.3" 3.1" 6.0" j 6.0" #14 x 1 -1/2" THREAD PENETR. WOOD SCREW Tcap (Ib) = 234.00 Vcap (Ib) = 96.74 39 39 49 58 72 130 12.5" 12.5" 12.5" 12.5" 6.25" 16.0" 16.0" 16.0" 14.2" 10.4" 16.0" 13.6" 9.3" 6.3" 3.9" 7.7" 6.1" 5.1" 4.1" �//�.y /�///a_ 12.5" 12.5" 6.25" 6.25" 6.25" 16.0" 13.2" 11.2'. 10.4". 10.4" 8.3" 4.8" 5.6" 3.8" 4.3" 3.2" 3.9" % 3.9" / 12.5" 6.25" 6.25" 6.25" 6.25" 13.5" 10.7" 10.4" 10.4" 10.4" 5.8" 3.9" 4.1" 3.1" 3.9 "• % / 3.9" 7 � 3.9" 55 7116" x 5/8" EMBED BRASS BUSHING & 114 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 * 39 49 58 72 130 12.5" 12.5" 12.5" 12.5" 6.25" 16.0" 16.0" 16.0" 14.0" 10.3" 16.0" 13.5" 9.2" 6.2" 3.8" 13.0" 10.3" 8.7" 6.9" 5.0" 12.5" 12.5" 6.25" 6.25" 6.25" 16.0" 13.1" 11.1" 10.3" 10.3" 8.3" 8.1" 5.5" 6.4" 4.3" 5.4" 3.8" 5.0" 3.8" 5.0" 12.5" 6.25" 6.25" 6.25" 6.25" 13.4" 10.6" 10.3" 10.3" 10.3" 5.7" 6.6" 4.0" 5.2" 3.8" 5.0" 3.8" 5.0" 3.8" 5.0" ANCHOP NOTES: I. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 'TI'). 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL 4 ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SWEETS 2 4 3 FOR IDENTIFICATION OF CONNECTION TYPE). 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. ANCI -101R SPACING SCHEDULE T� CINSIDE MOUNT PANELS, WALL MOUNT) • • • • • • • ... • • • • • • • • _W G OCIP NE BL• : • • . • • • • • • 1/4" x 1'i /VCl/71BED ELCO TAPCQN 3g1'•'i8.0" 45 .' 55••' 2.5" EDGE DIST. 1$'d" 1613" J6't)''', 7.5 ": 05.5" 5.2" 'r3. " 3.4 ".''i,1 & Tca Ib ' 2 8.00 65." SPANS UP TO 5.50 ft SPANS UP TO 8.67 ft ST. 2Ut ANCHOR LOAD CONN TYPE CONN TYPE / ' 9 rl: 1 /4 "x71$; map (psf) C5 C6 C5 C6 •.• CONCRETE 1/4" x 1 -3/4 "EMBED 39 16.0" 16.0" 16.0" 16.0" ELCO TAPCON 45 16.0" 16.0" 11.4" 16.0" (MIN 3320 PSI CONC) 55 16.0" 16.0" 7.5" 16.0" Tcap (Ib) = 483.00 65 14.2" 16.0" 6.0" 16.0" Vcap (Ib) = 475.00 72 11.0" 16.0" 6.0" 16.0" 1/4 "x7 /8" EMBED 39 16.0" 16.0" 14.8" 16.0" ALL - POINTS SOLID -SET 45 16.0" 16.0" 10.1" 16.0" LEAD SHIELD ANCHOR * 55 16.0" 16.0" 6.6" 16.0" Tcap (Ib) = 428 65 12.6" 16.0" 5.3" 16.0" Vcap (Ib) = 429 72 9.8" 16.0" 5.3" 16.0" 1/4" x 2" EMBED 39 16.0" 16.0" 12.9" 16.0" ELCO PANELMATE 45 16.0" 16.0" 8.8" 16.0" (MIN 3350 PSI CONC) * 55 16.0" 16.0" 5.8" 16.0" • Tcap (Ib) = 372.00 65 11.0" 4t.& ■ 4.6" 16.0" Vcap j114=, ;¢5.00 - 74...J15" 1t.d'" 4.6 ": .1''.C" • • • • • • • ... • • • • • • • • _W G OCIP NE BL• : • • . • • • • • • 1/4" x 1'i /VCl/71BED ELCO TAPCQN 3g1'•'i8.0" 45 .' 55••' 16.0" •T1'0" 1$'d" 1613" J6't)''', 7.5 ": 05.5" 5.2" 'r3. " 3.4 ".''i,1 & Tca Ib ' 2 8.00 65." :/5`4" 121 i'' • j/ • VT/ VcapikIbT x'398.00 72 •' • 5'0" 43% / ' 9 rl: 1 /4 "x71$; map 39:., .110" 18.0". 12.4" ..1t70" ALL - POINTS 90UD -SET 45• 16.0" 16.0" 8.5" • • :i n "' LEAD SNR' .?ANCHOR * 55•: ' 01'6!0" 1e.Q• •. 5.5" ' "lfiitr' Tcap (Ib) , 58 65 k 10.5" lei)* • 4.4" : .1r% Vcap•ePti r•2w1 . 72. • 10812" 1e.0• • • 4.4" • 15.g" 16.0" 11.6" 1/4" x 1 -1/4" EMBED 39 16.0" lakes • 7.1" 14.5" ELCO PANELMATE 45 16.0" 16.0" 4.8" 12.6" * 55 10.3" 16.0" 3.2" 10.3" Tcap (Ib) = 204.75 65 6.0" 13.7" 9.1" Vcap (Ib) = 233.50 72 4.7" 12.4" ji % 9.1" 0 1/4" x 2" THREAD 39 PENEIK.LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 0.75" EDGE 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 10.6" 16.0" 8.2" 16.0" DISTANCE 12.4" 8.5" 5.6" 4.4" 4.4" 16.0" 16.0" 16.0" 16.0" 16.0" #14 x 1 -1/2" THREAD PENETR. WOOD SCREW Tcap (Ib) = 234.00 Vcap (Ib) = 96.74 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (lb) = 231.50 Vcap (Ib) = 232.50 * 39 45 55 65 72 39 45 55 65 72 16.0" 16.0" 11.8" 6.9" 5.3" 16.0" 16.0" 16:0" 15.7" 14.2" 16.0" 16.0" 11.7" 6.8" 5.3" 16.0" 16.0" 16.0" 15.5" 14.0" 8.1" 5.5" 3.6" 8.0" 5.5" 3.6" 16.0" 14.4" 11.8" 10.4" 10.4" 16.0" 14.2" 11.7" 10.3" 10.3" ANCHOI<' SPACING SCI- IEDULE ( INSIDE MOUNT PANELS, TRAP MOUNT) HOLLOW CONC BLOCK 2.0" EDGE DISTANCE 39 45 55 12.6" 8.2" 10.9" 7.1" 8.9" 5.8" SPANS UP TO 5.50 ft SPANS UP TO- 8.67 ft IST RUI ANCHOR LOAD CONN TYPE CONN TYPE 3.3" (psf) C7 C8 C7 C8 CONCRETE 1/4" x 1 -3/4" EMBED 39 16.0" 15.3" 13.6" 9.7" ELCO TAPCQN 45 16.0" 13.2" 11.8" 8.4" (MIN 3320 PSI CONC) 55 15.2" 10.8" 9.6" 6.9" Tcap (Ib) = 386.40 65 12.9" 9.2" 8.5" 6.0" Vcap (Ib) = 380.00 72 11.6" 8.3" 8.5" 6.0" 1/4 "x7/8" EMBED 39 16.0" 16.0" 15.2" 10.8" ALL - POINTS SOLID -SET 45 16.0" 14.7" 13.2" 9.3" LEAD SHIELD ANCHOR * 55 16.0" 12.0" 10.8" 7.6" Tcap (Ib) = 428 65 14.4" 10.2" 9.5" 6.7" Vcap (Ib) = 429 72 13.0" 9.2" 9.5" 6.7" 1/4" x 2" EMBED 39 16.0" 11.6" 10.3" 7.4" ELCO PANELMATE 45 14.1" 10.1" 8.9" 6.4" (MIN 3350 PSI CONC) * 55 11.5" 8.2" 7.3" 5.2" Tcap (IN = 297.60 65 9.7" 7.0" . 6.4" 4.6" Vcap (Ib) = 282.50 72 8.8" 6.3" 6.4" 4.6" HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED ELCO TAPCQN 39 45 55 12.6" 8.2" 10.9" 7.1" 8.9" 5.8" 8.0" 6.9" 5.7" 5.2" 4.5" 3.7" Tcap (Ib) = 174.00 65 7.5" 4.9" 5.0" 3.3" Vcap (Ib) = 318.00 72 6.8" 4.5" 5.0" 3.3" 1/4 "x7/8" EMBED 39 16.0" 12.3" 10.4" 7.8" ALL - POINTS SOLID -SET 45 14.2" 10.7" 9.0" 6.8" LEAD SHIELD ANCHOR * 55 11.7" 8.7" 7.4" 5.5" Tcap (Ib) = 358 65 9.9" 7.4" 6.5" 4.9" Vcap (Ib) = 249 72 8.9" 6.7" 6.5" 4.9" 1/4" x 1 -1/4 "EMBED 39 11.2" 8.0" 7.1" 5.1" ELCO PANELMATE 45 9.7" 6.9" 6.2" 4.4" * 55 7.9" 5.6" 5.0" 3.6" Tcap (Ib) = 201.50 65 6.7" 4.8" 4.4" 3.2" Vcap (Ib) = 198.50 72 _ 6.1" 4.3" 4.4" 3.2" 0.75" EDGE DISTANCE 0 O o 1/4" x 2" THREAD PENETR. LAG SCREW Tcap (Ib) = 359.53 Vcap (Ib) = 82.97 39 45 55 65 72 7.5" 6.5" 5.3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 4.8" 4.1" 3.4" j / 4.2" 3.6" #14 x 1 -1/2 "THREAD 39 PENETR. WOOD SCREW 45 55 • Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7.7" 6.6" 5.4" 4.6" 4.1" 6.2" 5.4" 4.4" 3.7" 3.3" 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 55 65 72 13.0" 11.2" 9.2" 7.8" 7.0" 9.2" 8.0" 6.5" 5.5" 5.0" 4.9" 4.2" 3.4" 3.4" j 3 3.0" .0" 3.9" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3.7" 3.7" 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER 51-1ALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' (MIN.) WOOD STUD (34' EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE 'SOUTHERN PINE' G =055 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 1. * DESIGNATES REMOVABLE ANCHORS, WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS. a MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2' ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) UN.O. 9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 10. "., DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. • tidat > w ReattS agiabegCs..40.t1 Approved as sflmp?, I>1gg with the Florida 23 3 Date • NOAO 0 Mbun1 1. -sE 13 1.0 • Coatfoi 03 FRANK L. BENNARDO, PE. 'PE0046549 EMAIL: FRANK6FLBENGINEERING.COM z Liu 1- �z� z > Cpl 0_ ILL 0 � Q z� n 1_a (1 0 0 LL REVISIONS DESCRIPTION DATE COUNT,' COMMENTS V1/03 SCALE: N.T.S. DRAWN BY: CL CF- IEZ,KED BT: FLB PRINT DATt.: 11/18/02 DWG ': 02- 868 -III SHEET: 4 OP 4 (iv tiAil) MIAMFDADE 0 COUNTY COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL. DIVISION NOTICE OF ACCEPTANCE (NOA) Labrador & Fundora Corp dba V & V Windows 2355 W. 4th Avenue Hialeah, FL 33010 -1454 + SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 372 -6339 www.miamidade.gov/buildingcode 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 t av, lig,,,pr gl or material tested for. quality assurance purposes. If this product or material falls 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: Series "1200" Aluminum Horizontal Sliding Glass. Window — N.L APPROVAL DOCUMENT: Drawing No. WW07 -50, titled. "Series 1200 Alum. Horizontal Rolling yidw. (NAT:) sh6ets'I"tliltiugh"°6 of 6, dated May 29, 2007 with revision A dated August 23a 200.7, prep red.WAl- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E:, bearing the Mianiiarad8 County oduct • • Control Approval stamp with the Notice of Acceptance number and approval date by.the.11rliami -Bade• • County Product Control Division. • • MISSILE IMPACT RATING: None • • •••• •• • • • • • • • • •••• • •• •••••U. LABELING: Each unit shall bear a permanent label with the manufacturer's name o4 jq ,city, state d following statement: "Miami -Dade County Product Control Approved ", unless otherwise poled herein? • • RENEWAL of this NOA shall be considered after a renewal application has been filild =here his.>agen no rchangeh the - applicable` building, code negatively affecting the performance of this product. ••• TERMINATION of this NOA will occur after the expiration date or ifthere has bed aaevtion oothgIIge in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsbihe'ht of any product, for sales, advertising or any otherpurposes 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 number 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. INM'E ckskA,eopy ofthis 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 consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by J - e D. Gascon, F.E. • • • NOA No. 07- 0612.10 Expiration Date: September 27, 2012 Approval Date: September 27, 2007 Page 1 • Labrador & Fnndora Corp dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS T `Mant�facturer�s die drawings and sections. 2. Drawing No. W07 -50, titled "Series 1200 Alum. Horizontal Rolling Wdw. (N,1.) ", sheets 1 through 6 of 6, dated, May 29, 2007 with revision A dated August 23, 2007, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 .L.3 }. Water- Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram, prepared by American Test Lab of South Florida, Inc., Teat Report No. ATLSF- 0103.01 -06, dated May 05, 2007, signed and sealed by Henry Hattem, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated May 24, 2007, signed and sealed by H imayoun!Fafoo"q°PS .. Complies with ASTM E1300t 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None . STATEMENTS • • • • • •• • • •••• • •••• •• • • • • •• • •. • •••• •• • • • • • • •••• • •• 1. Statement letter of conformance, compliance and no financial interesk•catetl May25; •. 2006, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of compliance, dated May 09, 2007, signed and sealeMenry Hattem, P.E. •• •• G. OTHER E -1 • • •••• • • • •• • .. • • . •• • • :.. Jaime D. Gascon, P.E. Chie , Product Control Division NOA No. 07 -0612.10 Expiration Date: September 27, 2012 Approval Date: September 27, 2007 • • • • • • • • • • • • • • SERIES 1260 _1!! r�. 74" WINDOW MTH S IN WINDO APPROVAL APPLIES TO SINGLE UNITS OR SICE BY SIDE COMENATIONS OF H.S./H.S. OR HORIZONTAL SLIDING WITH OTHER WNNDWW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING OQDE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD SUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON 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 IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATEIEALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.6.4 •• • • • • •• ••• • • •• • • • • • • • • • • • • • • • • • •• 2P-10-110110:10112 EVATIONS ROLL FORMED ALUMINIAT BEAD GE 1000 3/18' AND. GLASS OR 3/16' TEMP.. GLASS !• • • • itY T / 16' BEAD GE 1000 I•> • ••• 11 ••• 41111 • ••• •. • • ••...ga aC. DEi%►• ••• WINDOWS NOT RATED FOR IMPACT. INSTAIIATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. ILSTAUATION OF THIS Sr4itM OUTSIDE THE HVHZ AREA SHALL MEET THE APPUCABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. Engr: ORS MOM ftA. PE IN. 3 I TTIB? GA 538 AUG 2 4 2007 Ftosida Data • ljjc- NOAM .3l_c ;'<•Ir,� 1Mlia�,•. ••• • • • • ••• • • • • • • • • • •• •• • • • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• sheet 1 a 6 , DESIGN LOAD CAPACIPI,' - PS? (20 OR 02 SIZES) 'WINDOW DIMS. 3/18' ANN. :. GLASS 3/18- 1F.YP. CILISS WIDTH HEIGHT .-. OR.(+) LNL( -) EXL( +) INT.( -) 24" /IS" 1101P: 626553/1- AT PDC UPE 3 ' ` 73.3 125.0 73.3 210.0 38" 24 4 - ; 73.3 125.0 73.3 210.0 48 (2) 5 .1 733 123.0. 73.3 210.0 68 2104 7 73.3 125.0 73.3 210.0 72" 210.0 8 . • 73.3 1250 733. 210.0 2• 125.0 3 ' 73.3 123.0 73.3 210.0 38 38' 4- . 73.3 125.0 73.3 210.0 48" (3) 5 ' ,. 73.3 125.0 73.3 185.8 60' r2" 7 .. ;.733 105.7 73.3 1699 72' 185.8 8• : 733 87.7 733 165.2 24' 73.3 3 -:: 73.3 ' 125.0 73.3 210.0 38. 48 4 - :'733 105.5 73.3 152.5 48" (4) 5 ' ;73.3 859 ' 73.3 123.9 80' 85.8 7 - ? 73.3 74.8 73.3 108.1 72' 733 6 : • 67.6 67.8 73.3 89.1 24" 11 3 .;.733 1143 73.3 185.2 38 90" 4.':.733 67.7 80.7 73.3 110.8 49' (5) a . . 843 84.3 73. 92.9 90 73.3 7 7049 549 73.3 79.3 72' 59.9 8 :49.0 49.0 704 709 28 -1/5-. 3 173.3 125.0 73.3 210.0 12 49.0 ,'" 4 >• .7773.3.. 125.0 73.3 210.0 Sr , 5 ..''8^" ..-733: .:125.0 ; *:733': ,.210.0 2104 8 -. '7733 117.5 - 733' 210.0 26- 1/2".:'-. _ 3 ';733 125.0. 733 • 210.0 3• .': .38 -3/6': f'4 t j 73.3: 125.0: . 73.3 19&8 53 1/8 ..:. (3) .; ' .. 6. - `73. 109.8 - 733 190.8 74 . _12..: 8 ■73.3 80.3 73.3 145.5 26-1/7 ' 12 -' 3 - :73.3- 125.0 • 733. 183.6 3T 50:=6/8• :4 .:.. 73.3 96.8: ` 733 ' 1338' :. ' 53-1/8 (4) 8 .: 73.3 74.7 73.3 107.9 74 _ 1,1,1 (4) 8' 823 823 733 90.0 .. 26 -1/2' 904 3 ' 73.3 99.2 73.3 143.3 37' 83' 4 73.3 74.5 73.3 107.8 53-1/8 (5) 8 -58.1 58.1 73.3 81.0 74' 45.0 8 45.0 43.0 55.0 85.0 A e NO. OF ANCHORS PER HEAD & SILL () = NO. OF ANCHORS PER JANE ( DESIGN LOAD CAPACITY - PiSF (20% SIZES). $ A 'WINDOW DIM. A 3/16` ANN. MASS -3,-#6- INN. GLASS 3/19' 188?. G1452 3/16' ANN. 011188 A7 VENT' 3/10' ISIP. 016883/16' AT VENT AT VENT 7g Al' VENT AT TENT /IS" 1101P: 626553/1- AT PDC UPE 01495 UTE 8/18' INK. suss 341 1888. 62.0353/18' 72118. EATS OfIND0W DINS. 1,0.( -) AT ELL 1112 TAT EI7. UM AT EL 1723 ODIH HEGHT 24 (2) EG.( +) 1NL( -) .E(3T.( +) 1NL(-) OR.( +) 1NT.( -) 73.3 2104 8 73.3 125.0 3.3 125.0 733 210.0 • 24' 9 733 125.0. 73.3 - 125.0 73.3 210.0 73.3 (2) 11 73.3 125.0 • .33 125.0 73.3 210.0 '508' 210.0 12 73.3 125.0 '0.3 125.0 73.3 210.0 r2" 8 733. 125.0 3.3 128.0 73.3 185.8 . - 3• 9' 733 113. : T1.33 113.4 73.3 ' 173.7 8' (3) 11 73.3 993 i�j3.3 99.3 733 287.2 408' 12 73.3 87.9 :13.3 879 73.3 185.2 /2" 8 ' 73.3 85.8 :.• 3.3 92.7 73.3 123.9 44 48' 9 733 77.8. r.3 79.1 73.3 112.4 Pe (4) 11 72.4 72.4 12.8 72.8 733 104.5 108 12 67.7 87.7 ..0.7 67.7 73.3 99.1 87.8 8 64.3 84.3 - f5.3 78.3 73.3 92.9 50' . 9 ' 57.3 57.5'. '..' .9 59.9 73.3 83.1 (5) 11 528 52.8 8 - 733 ' 78.0 109' 12 49.0 49.0 83.4 - 709' 70.8 Sr , 5 73.3 125.0 733 125.0 73.3 2104 108 1/4 26 (3) 12 73.3 124.3 : -0.3 124.3 73 2130.0 111" 12 73.3 117.9 :0.3 1179 73.3 210.0 74 3�3 8 . 73.3 115.3 -733.' 118.1....733- 73.3 188.8 106zi'/4:',.. _12..: '73.3.;. 849' •733.' 84.6 , 73.3.. ..14&2.2' tit" (.3 ' 12 73.3 30.5 73.3 80.5 73.3. 145.5. 74 5C-8/5 . 8 73.3 . 78.4 :73.3. 84.4 .. 733 ' 113.3 108•=1/4" 12 83.6 83.8 1528 - 73 73.3 91 9 _ 1,1,1 (4) 12 '823• 823 1= - •.73.3 904 74 - 8 59.3 . 39.3 703 70.3 ...733.. - .65.8.. 106= 1/4•., , 5 - "1Z, 462. ' 46.2 _ 66.7 ::68.7' Ile .(S)'.. 12 45.0 45.0 - - .65.0 :'r'.. 854.' A N0. OF ANCHORS PER HEAD & SILL () ®N0. OF ANCHORS PER JAMB DESIGN LOAD CAPACITY - PSF (X02 SIZES) r '' $ A 'WINDOW DIM. A 9EPSO1W R2:NFO&cNG 9IT8 621813 CAI6 3/18' ANN. GLASS AT 2161 3/16' ANN. 011188 A7 VENT' 3/10' ISIP. 016883/16' AT VENT TEMP. AT 26113 AT EE GIA*,$ TEN st. 2/18' ABM. atAS4 AT PM MS 8/18' TEIQt f3 S4T3 AT IQ UM /IS" 1101P: 626553/1- AT PDC UPE 01495 UTE WD1H HEIGHT OR.( +) INL( -) ORL( +) 1,0.( -) O0.(+) INT.(-) 017.( +) mT.(4 72. � 84.4 9e$ 108 24 (2) 8 73.3 125.0 73.3 125.0 73.3 2104 733 .2104.1. 9 73.3 116.0 733 125.0 73.3 210.0 73.3 210.0( 11 73.3 - 99.5 73.3 125.0 73.3 210.0 73.3 2104$: 210.0; 1943e. 42 733 69.1 .73.3 12Si.p 735 210.0 73.3 73 3 B43 95-3 805 38' (3) 8 73.3. 91.9 73.3 125.6 733 885.8 73.3 9 73.3 80.5 73.3 125.0 733 480.9 73.3 102.34 11 70.1 70.1 73.3 123.0 73.3 174.9 73.3 176.37 12 80.4 80.4 73.3 125.0. 73.3 170.5 73.3 171.9: 72T 84.3 98'6 108 48 (4) - 5 69.5 69.6 .73.3 102.5 73.3 120.1 73.3 121.1•%. 9 82.5 825 .73.3 95.0 73.3 111.4 73.3 1123', 11 54.8 54.8 733 90.8 73.3 1042 73.3 107.0,' 12 - - 73.3 87.8 - - 73.3 1038:' nc 85-3 05ig-. 108"t - 80" (5) 51.6 819 73.3 75.1 73.3 88.1 73.3 18.5;2 0 - - 68.2 86.2 F - - 733 r 11 - - 83.4 83.4 - - 73.3 74.9'.`:: 12 - - '60.1 50.1 - - 71.0 71.0 } 74!$' 106-144- 111"; 26. 8 73.3 1242 .'733 125.0 73.3 210.0 73.3 210.0] 210.0%' 12',...733 793 73.3 .125.0 73.3 210.0 73.3 12 73.3 78.0 ' 73.3 123.0 733 2104: ' 733 ( .210.0 •. 745. 108 -144: tir..t .38 -3/8" 8 73.3 84.9 73.3 ' 125.0 733 158.0 - 73.3 ' 1893: 12 59.8. 599 73.3 125.0 73.3 1528 73.3. 1E4t: 12 . 86.5 ' 58.8 73.3 1289 734 151.1 73.3 132.4 74' ' 108- 1 /4'. 111'. 50 -8/8' (4� 8 . - 54.3 .64.3 73.3 93.4 73.3 109.5 73.3 110.4.. 12. -. 12. ... - . - :..733.e :.79.3:: 74 - 108- 1/4'... 111 " (S) 8 47.8. 479 ' 69.1' 69.1 73.3 81.1 73.3 . 81.7 ' 66.3'* 12 - 58.1. 58.1 - 88.3` 12 - - 59.0 55.0 - - 83.0 85.0 A = NO. OF ANCHORS PER HEAD & SILL (.) o N0. OF ANCHORS PER 4MB OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH •• ••• • • • • • •• • • • • • • • • • ALL EXTTi2IOR(.)i LOAD] Si10WN 4il.11HIS4 SHEET ARE FOR Wj951.4 V/0.H•ArtUEb•MISC2 aT RAE SILL FOR STD. SILL (NO RISER) OMIT EXTERIOR( +) LOADS TO 65.0 PSF I SEE DETAIL ON SHEET 3. OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH NOTE. -• • • . • • • • GLA S AR E B SED (}N • • AND•FLi LDIN'S C•(G ) • ••• OQMMIS9I0N • • DECLdRATORT•STATEMENT DCAP5- DEC -2• • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING TRY ROOD BUCK 0 • I 41_111 (Doe A g Ig 4 • TYPICAL ANCHORS NEPAL- 1 SEE ELEVS. FOR SPACING STRUCTURE 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING UAM1-DAGE'COUNIY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA 1 T. L .5 h 1 • • • • •; .1• M. • • • • • u •• • d- . • ••• • i�Ml r W • • • • • • s • •YPICA"A1/NORS • • • • • STE ELEV. Rai SPACING • • • • • • • • • • •• • • = • • • • • • • • • • • • • • • • • • • • • • • • • • • • • I WOODII BUCKS AND METAL STRUCTURE NOT > r V & V WINDOWS MUST ;SUSTAIN LOADS IMPOSED BY GIAZINC�'::SYSTEM ANDD IO ER THEM TO THE BUILDING SRfUCTURE fF ?( TYfiTCAL ANCHORS SEE ELEV. FOR SP 0N0 1 /4 "'TAPCOhS BY 'ELM' ;�s• . INTO .BY WOOD BUCKS OR WOOD STRUCTURES 1 -3 °. MIN. PENETRATION INTO WOOD • THRU`iBY BUCKS INTO CONC. OR MASONRY 1 -1[" MIN. EMBED INTO'CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/f MIN. EMBED INTO CONC. OR MASONRY f 14 3F DRR 1 INO SCREWS • •'.F. INTO METAL STRUCTURES {; STEEL'.: 12 GA. MIN. (Fy = 36 KSI MIN.) ;. • ALUMINUM : 1/8" THK. MN: (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE:•PLATED OR PAINTED) $10 Sls oR SE7 F ORILI INN SCR W i. INTO OADE COUNTY APPROVED MUWONS •(MIN. THK. _ .0901 (NE.'SHIM SPACE)- - 1T PICi1 EDGE 05irsg E: INTO CONCRETE AND MASONRY m 1 -1/4" MIN. INTO W000 STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. SEALANTS; AU. JOINTS AND FRAME CONNECTIONS SEALED WITH ACRYLIC CAULK UN1993 BY 'SCHNEE MOREHEAD'. W.EEPHOLES; W1 = 3/8" X 1/8° WEEPNOLES AT 5" FROM EACH END WITH PLASTIC BAFFLE. Engr CFI. :91 Y FAR000 STRUCTURES CAN&4B7 BYDmcO INOgO and AUG 2 4 2007 .Y . F•f�. r al 0 a L' mil I�•b drawing na W07 -50 (sheet 301 6 ) ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• • I/4 MAX. METAI. STRUCTURE TYPICAL ANCHORS .SEE ELV. FOR SPACING 1/4 MAX. SHIM 15W. WOOD SUCK. • 0 0 7:111,113E lig it' VENT WIDTH • D.L OPG. -- SCREEN OPTIONAL i!'Ic v _ s ,. OPTIONAL • i ---_ SCREEN OPTIONAL oe0 EXTERIOR meow W XO LAYOtT OX OPPOSITE VENT MTH D.L OPD. Dl CPC. • TYPICAL ANCHORS • / FOR SPACING AST .WOOD &AS(.* VENT WIDTH D.L. OPG. 1/4 SIIDI 2DY WOOD D.L OPD. IMO- DE COUNTY APPRD INNUON SEE SEPARATE NOA WINDOW WIDTH xox LAYOUT EXTERIOR TYPICAL ANCHORS 1SEE ELEV. FOR SPACHNC 1:447-• • • • • •• 11CAF- •• • • • • • • • • • • • • • • • • • • • • "mom "tort ••. • • -! • • • • • • _ • • • • ZI TYPICAL ANCHORS SEE ELM FOR SPACING 0 ree 1/2' X_3/ IRE NFORCID MT6. SFU SEE SHEET 2 FOR CAPACTIY Engel DA. HUMAYOUN I!*R000 STRUCTURES CAN. MV Approved e: .:,.,dying IWO Ow Ronda a. 00 Dow NOM° :441.P 0 Mond BY ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • ••• • • ITV z 0 re gg g S' (Pt. 8 0 drawing 1O.: W07-50 (sheet 4 of 8 ) I eas .823 1.98 .071 1YP. 4 VENT TOP /13O'IT4.- RAIL - tt.031�. 3TXM PART ! VQANTITY DESCRWTION MATERIAL NAND. /SUPPUBR/REMARES H t WW- 4132' 1 FRAME HEAD 8083 -15 - ! 5137 1 _ FRAME SILL 8083 -13 - 3 . WW -4129A 2 FRAME JAMS 6083 -15 - V -1001 ' 1/ VENT FOXED MTG. R. 6083 -15 - ~ 8 WW -4133 2/ VENT VENT TOP k BOTTOM RAH. 6063 -T5 - WW- 00871 W I/ VENT VENT WTFAL001C 6083 -13 - _ VW1 -001A 1/ VENT VENT JAMB STILE 6083 -15 - N i8 - AS REDO. GLAZING BEAD {OPTIONAL) ALUMINUM ROLL FORMED tI WW-009 AS REO0. APPLIED SILL RISER 8063 -15 _9 10 - , 2/ VENT SWEEP LATCH - - AT 7 -3/4' FROM EACH ENO 11 - AS REGO. FRAME & VENT ASSY SCREWS ' - je X 1' P11 CRS SIAS 12 - - 2/ VENT 9U. 550 FIXED ROB. SCREW - j5 X 2 -1/2' PH SAS .; 13 - 4/ VENT ROLLER HOUSING & GLADE - �_ 14 - 2/ VENT ROLLER - BRASS OR ST. STEE. L. 15 - . 2/ VENT ROMERPIN ST. SIEEL. - 18 WPHL-100 - 2 BAFFLE - M.& M MASTICS 17 - 2/ BAFFLE RAFFLE SCREW - '- '- j8 X 1/2 PH SMS . 18 51131981' AS RE00. FN SERI. PIE VISTRIPPUHR - UURAPAB 19 9148. . AS REQO. (X11.8 WSIIBPPNG VNM. - 20 - . - OPTIONAL. SCREEN - 5/18' BOX 21 - AS MOO. MTG. SRE R17NFORCINO , . STEEL - rt: .-1 e 1.i6J� -+-- -- 1.837 -- 11221 { j •• ••• • • • • • •• • • • • • • • • • •• ••• •• - • • • •• 1- 750 Y/ Eno,: OR IaANAYOUN FAR000 SIRICO��O1R 1�ES RA. PE CM 35M • • • ••• • • • • • • • • . • • s • • • • • • • • • • • • • • • • • • .• • • to • • • • • • • • • • • • • • • • • • • SILL R1SEFt MTG. STILE REINFORCING ••• • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AUG 34 2007 drawing no. W07 -50 (sheet 5o1 8, FIXED MTG. RAIL CORNER 0. 4000 • • • • • 00 • • • • • • • • • •• 40.40 •0 • • • •• 1e12uu • • • •0• 0 • • • • • • • • • • • • • • • • •• • - • • • • • • • • • • • • • 0 • • • • • • • • • • • • • . 000 • • • • 000 • • • • . • • • • • • • • ••• • • • • • • • • • • • • • • • • • • 00 .• • • • •• 00 000 • • • 000 • • AUG E 4 2007 drawing no. W07 -50 (sheet sot 6 1 M!AMI.DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Doralum Corporation 7040 NW 77 Terrace Medley, FL 33166 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 thi 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 Florida Bulling Code, NIIANII -DARE COUNTY, FLORIDA METRO -DADS FLAOLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 331304563 (305) 375 -2901 FAX (305) 375 -2908 www.bnildinecodeunlinecom including the High Velocity Hurricane Zone. • • •' •' • DESCRIPTION: Series "100" Outswing Aluminum Patio Doors W/ Sidelites-Nsh.• : • • APPROVAL DOCUMENT: Drawing No.W98 -58, titled "Series -100 Aluminum SOU Door WI,Sidg)ites, "• sheets 1 through 6 of 6, dated 07/31/98, with last revision on 11/09/06, prepared by Mum Cdrxai ion, • signed and sealed by Humayoun Farooq, P.E. bearing the Miami Dade County Prod4Ctgentrol Renewal star tf • with the Notice of Acceptance number and expiration date by the Miami -Dade Couaw•D luct Control Divisi813." • MISSILE IMPACT RATING: None • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name•o legt, city, • ltd' • t'b'and • following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted h i • • 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 number 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 NOA # 01- 0724.11 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No 06-0905.01 Expiration Date: September 14,2011 Approval Date: February 01,2007 Page 1 • • Doralum Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W98 -58, titled "Series -100 Aluminum Swing Door W/ Sidelites," sheets 1 through 6 of 6, dated 07/31/98, with last revision on 11/09/06, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 4) Forced Entry Test, per FBC 3603.2 (b) and PA 202 -94 along with installation diagram of an aluminum out - swinging patio entrance door with fixed light, prepared by Fenestration Testing Laboratory Inc., Test Report No. FTL- 1051, dated December 21,1994 signed and sealed by Yamil G. Kuri, P.E. (Submitted wider NOA# 01- 0724.11) 2. Test reports on 1) Air infiltration Test, per TAS 202 -94 . 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 "' • 3) Water Resistance Test, per TAS 202 -94 •' • • • • • 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS•202 -94'.. •.' along with installation diagram of an aluminum out - swinging patio entrance door with • fixed light, prepared by Fenestration Testing Laboratory Inc., TestRdport Nb° FTL- • 5042, dated 10/10/06, signed and sealed by Edmundo Largaespacg;.f. '.... C. CALCULATIONS •••••• • • • • • 1. Anchor Calculations and structural analysis, complying with FBt -2b( •' • A1-Farooq Corporation, Dated 07/19/06 signed and sealed by H ' prepared pY • • Complies with ASTM E1300 -98/02 Yaybun FarQcSc�, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. • • • • • • • • • • F. STATEMENTS 1. Statement letter of conformance, dated July 19, 2006 signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated July 19, 2006 signed and sealed by Humayoun Farooq, P.E. E -1 ir Jaime D. Gascon, .E. , Product Control Division NOA No 06. 0905.01 Expiration Date: September 14, 2011 Approval Date: February 01, 2007 Dorafim Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). • ... • • • •••• • • • •• • •• • • • • • • .• • •••• •• • • • • • • •••• • • •• •••• • • • • •• • •• ••.• • • • • • • • • • • • • • • • • •••• • • • • • •• • •• • • ' • • • • Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06-0905.01 Expiration Date: September 14, 2011 Approval Date: February 01, 2007 E -2 8' MAIL. 12' MAX. 161' FRAME WIDTH EXTRA ANCHORS RECD. FALSE MUNTINS DACE APPUED / -W/ scants my ;1 I .4 [DOORS NOT RATED FOR IMPACT. INSTAIIATON OF THIS PRODUCT IN THE HVHZ AREA REQUIRES TIRE USE OF APPROVED SHUUERS 02 EXTERNAL PROTECTION MACES COMPLYING WITH HVHZ REQUWEMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE 11VFTZ AREA SHALL MEET THE APPUCA84.E REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. SERIES -100 ALUMINUM SWING DOOR W/ SWELITES APPROVAL APPLIES TO SIDLE (X) AND DOUBLE (JO) LEAF 000RS WITH OR WITHOUT SIDEUIES. SIDE UTES CAN SE ON ONE OR BOTH SIDES OF 0008. SEE SHEET 2 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT WAS BEEN DESIGNED AND TESTED TO COMPLY WUH THE RECD OF THE FLORDA BUILDING CODE 2004 EJRION INCWDING HIGH VELocrry H URRICAt1E z O. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO RASE MATERIAL SHAU. BE BMW WAU. DRESSING OR STUCCO. ARC HONG OR LOADING CONDm0NS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS S USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MAMMAS INCLUDING BUT NOT LAMED TO STEEL/METAL MIMS. THAT OOHS INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MIST THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. 1 % . • �, DL OP 34 11/18' \\ LEAF WADI l 71 3/4' FRAME W1CTIi 3/18 TEMP. CUBS. ••• • • • • • •• • ... is IrD ...,,,,„,-T • • It ••• • • • •• • • • • • • • • • • • 000R • • • • • • • • %W • GLA21140 DETAIL • /2'' D.L. OPQ 1 YPI AL El F'VATION .' (XXOX ) TESTED uNIT TEMP. GLASS •• • • • T 34 11/18 LEAF WORN 37 1/2" FRAME TIDTH J 16' taw CIE. FISEPOE FIA. PE N. DEC 052 I ; 5 IN Fl it 11 a OIRIO Q�r � t a Vaa r1111111 �I l; drawing 80. W98 — teheel 101 58 $ ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • •• • • • • • ••• • • • • • • • • • •• •• • • CHART A (FOR x & 191 D0099) CHART B • 000118 1174017[ 3156 3TES 52820N 1.085 CAPACITY - 999 NOMINAL 0569. 3/18" TEMP. 01899 MEL VAMI DOOR SCOW T EXT.( +) srt.(-) 2/6 67.3 91.3 2/8 6/8 67.0 85.8 2/10 83.0 80.6 / 3/0 59.5 78.1 2/6 879 86.9 2/5 63.8 81.5 2/10 7/8 86.0 7 &7 3/0 56.7 72.4 2/8 59.5 78.1 2/8 55.8 7t.3 2/10 52.5 67.1 3/0 49.8 63.4 97891029119 987161. (0) 03 6156910/15 559102 1085 cApAC0IY - 959 98074 (9) FRM& 119010 1/4" 96939. 01895 146109 FL/94. EXT. (+) 84F. (-) 24 873 109.9 30 67.3 99.9 36 6' 87.3 91.8 42 87.3 84.5 48 �3 78.5 $4 873 73.3 24 873 104.7 30 676 95.1 38 7/0 67.3 872 42 873 803 48 67.3 74.8 5,4 87.3 89.8 24 67.3 78.4 30 67.3 71.6 38 8@.2 88.2 42 61.9 81.8 48 882 882 54 98.4 55.4 NOMINAL 4616146 IFRB� FIEf61ff IDF 141041 00u9.OP0. 8/8 79 -3/4' 77 -3/8" 89 -3/8" 7/0 83 -3/4 71 --3/8" 73 -3/8" 8/0 95 -3/4" 93 -3/8" 63 -3/8" 401NDU. 41611TH FRAME 6858' tor 91514 001J7E 090. 2/6 (x) 31 -1/2" 28- 11/18" 20" 3/O (1) 37 -1/2" 34- 11/18" 28" 5/0 1101) 99 -3/4" 28- 11/18' 20" 8/0 (101) 71 -3/4" 34- 11/18" 28" NOTE: • • • • • • • • G ASS CAPACITIES ON THIS S� ADE • • • • • • • • • • BASED ON ASTM E1300-02 (3 SE6• • • • • • • • • • • • AND FLORIDA BUILDING COMM pN • • • • • • • • • • • • DECLARATORY STATEMENT DCA05 -13M-2111 • • • • i)E 0 b 2006 drawing no. W98 --58 sheet 201 6 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL. ANCHORS SEE ELEV. FOR SPACING •a •16Y ' y000 BOCK .:.. • #12 x 1 -1/4' sus t 24 o.C. 1YP. ...IW7!6:lA4:56 NON METALEC GROUT ANCHORS QV. FOR SPAONO OPERABLE UNIT$ • • • •• ., • • • • • • • • • ••• • • • • • • • •• _ • • a •.•. • •^ • ♦ • •• • ••• • • • • • J• t:. NON MESAtuG CROW •.. • • • • • • • • • 3 KSI 101* • • • • ATIQN RAY UNITS WOOD BUCKS AND METAL STRUCTURE NOT BY DORAUJM I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE O.EV. FOR SFO NG V4 TAPCDNS INTO 2BY W000 BUCKS OR WOOD STRUCTURES 1 -3/8' MIN. PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY • 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCRIM INTO METAL STRUCTURES STEEL : 12 GA MIN. (Fy = 38 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (8053 -15 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO SE PLATED OR PAINTED) j14 SF1 F D 1 INTO DADE COON Y APPROVED MUWONS (MIN. THK. .080") (No SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2' MIN. INTO WOOD STRUCTURE 1' MIN. INTO METAL STRUCTURE = 5/8a MIN. SF.Ai.AN % FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SEALANT. kt limit drawing Iq. W98 -5s sheet 301 g ••• • • • •. ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 12536 Y PAST • Tate. DESCRIPTION MATERI S/REMASKB 1 SW -28888 3/000R FRAME LEAD /5840 8083-T5 2 SW -28800 2/LEAF DOOR TOP/80 MM RM. 8081 -18 3 SW- -28904 AS R 0. WEABIERSTRP ADAPTER 6083 -18 4 58 -28698 1/0000 11IO2S4gD 8063-48 _ S 8 SIP -28502 AS 5200. 602 WE OLAZ840 5080 8063 -78 SW -28898 1/LEAP iffier 510E 8053-18 7 5W -28901 1/LEAP LOCK SOLE 8083 -18 0 SW -28897 AS RDA SERUM AND 8083 -78 -J 9 SW -28903 1 /CORNER AMY 576F}]SR 8083 -78 10 SW -2244 3 /LEAF MKS DOOR PORTION 808315 11 i SW -29245 3/LEAF HOSE 024612 POR EN 6053-15 12 - 2/LEAF 3/8' X 18 X 32' LONG THREADED ROD STEEL 13 - 2/LEAF 3/10 X 18 MR - 14 - 1/HSCE 8/18' X 8' ROD P1ATED STEM. 15 - 8/LEAF 1/4' 5611660 ROCK RYITBN 15 PP-100 AS REM. CLAM WEDGE YOWL 17 P41 -101 AS R. BLAB WEATHOISTRIPPSO NNYL 18 P8 -8400 AS REMD. PIE WEATHEISTRIPPINO S28.EOE1. 19 SUISSE PLUS - S5.Rm11E DOW COMING OR 20 604$ AS RFAO. FLUSH BOLTS DELTA MD. 02 EQUAL. 21 SP-8111 WIRY LOCKSET 58* 05 W6iL.001 22 /8X1' MPS 4/ COMM ASSEMBLY SCREWS MAE HEAD CORNERS 23 /828 -1/2' MPS 3/ CORNER ASSEMBLY SCREWS FRAIN 5861. COMERS STANDARD STEEL. THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STRE, 53' FROM BOTTOM CONYENTIONAL LOCKS WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCI STILE. 43' FROM BOTTOM CONCEALED THROW BOUTS AT TOP & BOTTOM OF EACH *WINE LEAF LOCK STILE MANUALLY OPERATED SLIDE BAR 314' X. 1/4' X 12" LONG AT TOP & BOTTOM OF EACH ACTIVE LEAF LOCK STILE 895 .125 e EXTRUDED ALUMINUM BUR HINGE 1/8" THICK AND 7 -1/2' LONG WITH 5/18" PLATED STEEL ROD AT EACH LEAF JAMB 511.E DIVE; EACH AT 7' FROM TOP & BOTTOM AND ONE AT MEAN .075 TYP. -1378 1YP. •• ••• • • • • • •• • • HiN6E • • • • •• ••• 1.750 4.887 •• •. • • • • • • • • • • •• .250 Vol 4T0DOq' ISODUSTMENSMIN mum= asamos~d*MANAMIN CAR alialsCeirs • •_-•Il • • • •*12 ••• •• U • • • 10 • • • • • • • • • 0.1.!47 • • • • • • • • • • • • • • • • • • • • • • 4 • • }TINGE STILE LOCK STILE ASSEMBLY STIFFENER DE 6 5 2055 drawing W98 -58 i S o d; ••• • • • • ••• • • • • • • • • • • • •• • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • 1 • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • •. • ••• • • • • ••• • • •• •• • • • • • • • • • Q SEE NOTE 4 ON SHT. 4 e) CD 00 SEE NOTE 3 ON SR 4 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • ■ID 0 0 0 00 0 ®m SEE NOTE 7 ON SHE: 4 MEM 1.75° MIN. • • • • • PANEL THK. PRODUCT Rlwi53D as complying with the Florida Building Coda AcccptenceNoO -. .0¢ 1 won 9a0 °°,1: 4Z•/Z. By Li....i Miami • ..' •' Control Division IMRE SEE GLAZING DETAILS, SHEET 7 SEE NOTE 6 ON SHE. 4 0.75 SEE NOTE 5 ON SHE. 4 SEE DETAIL 5 ON SHEET 5 SEE NOTE 5 ON SPIT. 4 SEE NOTE 2 ON SHT. 4 SEE NOTE 6 ON SHT 4 SEE DETAIL 5 ON SHEET 5 FAQ Y2Z 44 A HORIZONTAL D ELITE TO LATCH ECT NOTES; 1. SPACING FOR ITEM 126 THE 110 x 1 " PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN & THE BOTTOM UP; 1.0; 2.5; 4.0; 5.5°, 13.0; 18.0" & 26.0 °. 2. SPACING'FOR ITEM 123 THE 18 x 1 1/2° PLASCREW IS AS FOLLOWS: TOP & BOTTOM. HORIZONTALLY. SIDELITE PANEL; 3.0" IN FROM EACH CORNER. ON THE SIDES. VERTICALLY. FOR THE SIDEUTE PANEL 3.0", 13.0°, 26.0; 39.0; 52.0" & 63.0 ". 1 SPACING FOR ITEM 131 THE 160A x 3/4" BRAD TRIM AWL ATTACHING THE QUARTER ROUND TO THE SIDELITE AND ITEM 19 THE 16GA. X I' BRAD TRIM NAIL ATTACHING THE MUWON CAP TO THE MULLION BAR VERTICALLY, IS AS FOLLOWS: TOP & BOTTOM HORIZONTALLY (FOR THE 3/8" QUARTER ROUND); 1.25" IN FROM EACH CORNER WITH (1) NAIL MID -SPAN. ON THE SIDES VERTICALLY (FOR BOTH 3/8" QUARTER ROUND & MUWON CAM; 1.25° FROM EACH END & SIX MORE EQUALLY SPACED ON THE nap. 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM 125, A 18 x 2 1/2' PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDEUTE JAMB AT THE MUWON USE ITEM 124, A 18 x 2° PFH W000 SCREW. 5. SPACING FOR ITEM 125 THE 18 x 2 1/2" PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, iS AS FOLLOWS: 6.0" FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, 6. THE SIDEUTE PANEL IS SECURED INTO THE SIDEUTE JAMB W/ ITEM 129 SILICONE CAULK ON THREE SIDES AND 3/8' QUARTER ROUNDS SECURED WITH ITEM 131 BRAD TRIM NAILS x 3/4' LONG. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND 8UCK USE ITEM 127, A 110 x 2" PFH SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND SIDEUTE JAMB AT THE MUWON USE REM 114, A 110 x 1 3/4° PFH WOOD SCREW. 8. SPACING FOR ITEM 149 THE 16 x 1 1/2° PANHEAD SCREW (TRINITY LTTEFRAME) IS AS FOLLOWS: $IDEL.ITE UTEFRAME FROM THE TOP DOWN VERTICALLY; 3.25", 18.0625", 32.8125; 47.5625" & 62.625 ". SIDELITE UTEFRAME TOP & BOTTOM. FROM THE LEFT: ONE (1) SCREW AT 4.4375'. 9. ALTERNATE CONCRETE /MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. 10. USE ITEM 151 WHEN INSTAWNG INTO WOOD SUBSTRATE AT HEAD & JAMBS. USE ITEM 125 WHEN INSTAWNG INTO MUWONS. USE ITEM 116 WHEN INSTALLING INTO CONCRETE /MASONRY SUBSTRATE AT SIDEUTE SILLS. CONCRETE/ MASONRY BY OTHERS 4 HORIZONTAL CROSS SECTION AT SIDELITE TO HINGE JAMB SEE NOTE 3 ON SHT.. 4 0.75° _ SEE GLAZING DETAILS, SHEET 7 EXTERIOR INTERIOR SEE NOTE 2 ON SHE. 4 SEE NOTE 6 ON SIC 4 1.50' MIN. EMBED. _SEE DETAIL 5 ON SHEET 5 0.25' MAX. SHIM 81.25' MAX. OA. FRAME HEIGHT 6" TYP. 5 SPACES 0 13.85' 74.5" MAX. OA FRAME WIDTH SEE DETAIL 2 ON THIS SHE " 9' TYP. "'- 6" TYP. -- 3" TYP. 12.5' TYP, 1 5.50° 36.625° SEE DETAIL 5 [oNTHIssilT. .1 1 }'i1 1 1 `I f' er) -"1 7' I P. �- 112.125° x ,l ®1 0 SEE DETAIL 3 ON THIS SHT. DOUBLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR 7.35 3 °- 31" DETAIL 2 - 0 HEAD JAM@ ASTRAGAL STRIKE PLATE DETAIL 3 - 0 THRESHOLD ASTRAGAL STRIKE PLATE HINGES TO JAMB & DOOR SEE DETAIL 4 ON THIS SHL DETAIL 4 81.25' MAX. OA. FRAME HEIGHT 6" 5 SPACES 0 13.85' •• • • • ••f 5.50" 1 • } /• • • • • • • • • • SEE GLAZING _ DETAILS, SHEET 7 HORIZONTAL. CROSS SECTION 4 AT SIDELITE TO BUCK Florid* P. E. No. 41323 1535 .. F1 55 POPE C rtato*tr at Au1MimFioa NO. 29930 Prepared By: ArWArdIW PTC, LLC Phone: 321- 690 -1788 Fax: 321- 690 -1789 DATE: 9- z 8 U m 11 -0 20413: ALTS. MG. Br. JWJ anc. BY: S. SAFFELL ORAWNO NO.: 9 -2104 slew i of 8 ® f" 4.5° TYP. -- 3° TYP. 3" TYP. b 70.25° MAX. OA. FRAME WIDTH 6.58° TIP 9° TIP. TYP. -- 3' TYP. SEE DETAIL 6 ON THIS SHE. 11 15.50" 0/ 36.625' • - SEE NOTE 5 "- ON SHEET 4 L 7.375° T112/ 31' S?S SEE DETAIL 4 ON THIS SHE. PRODUCT REVISIT) as complying with the Florida Building Code Acceptance No Expiration By Miami!'; .: Product Control Division $11101..120LIKILIMEUIESAKHaumums VIEWED FROM INTERIOR • • • •• • • • • • •• • • • f 5.50' I 1 0 ENS SEE NOTE • • J 4 SHEET 4 • • D • • • TA STRIKE PLATES DEIL & TO JAMB •••• - • • • • DETAIL @ • • STRIKE PLATES TO ASTRAGAL ••• • • • • ••• • • • • • • • • • •• •• • • • 0 • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • DETAIL 7 COUNTERSINK FOR INSTALLATION ANCHORS !If Erio S. O �87 Florida P. E. No. 41323 PTO. HA f Rockledge, 3 Florida 29 2955 F5P9 c.aaa°t. of MMe,"dma°a NO. 90930 gi 41N h3; 5 Prepared 8y: Arw® a PTC, LLC Phone: 321 - 690 -1788 Fax 321- 690 -1789 wTe: 1 doe: N.T.S. owa Br: JWJ afar. err: S. SAFFELL ORAY/NO NO4 5 -2104 4HEET _,5 oF8 ••• • • • • ••• • • •• •• • • • • • • • • • • • • • • ••• • • • • ••• • • • •• •• • • • • • • • • • • ••• • • 81.25° MAX. OA FRAME HEGHT 107' 61AX. OA FRAME WIDTH ® �' �. . • ® :. • . 1 • • • • • • • • • • • • • • •` 1 • 4.5' TYP. --- 3' TYP. — 3' TYP. � 6' T1P. 5 SPACES 0 13.85° r TYP. 6"T1P. 3' TYP. SEE DETAIL 2 ON SHEET 5 16.41° TYP. • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • •• ••• • •• • • • • • • • •• • • r•5 • • 13.41' , •• •• li • • 3M 1W. i • • 11 I III 1 1 1 I I J _ 7.375' f 6 °'' TYP. SEE NOTE 5 ON SHEET 4 5.501 ■ 36.625° SEE DETAIL 5 — ON SHEET 5 r C 3° IyP•. - 7' 3' TYP. 7° TYP. 3' 3" SEE DETAIL 3 ON SHEET 5 DOUBLE DOOR WITH SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR • • •• • • • • •• 37.75° MAX. 0.A. FRAME WIDTH J 6' -'1 w, 6' 6 SPACES 0 11.54° 81.25" SEE DETAIL 6 MAX. .1-ON SHEET 5 OA 1 HEIGHT MHT 5.50' 1 I \m/ 36.625' PRODUCITR.EVISED as complying with the Florida Building Code Acceptance Not 04} Bap' �� •.. Datc (, > • vision Product Comm! w• SEE DETAIL 4 7.375° / ON SHEET 5 31' 3' i SINGLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR 21Q_ .71:057 Florida P. E. No. 41323 LLC 1532 C000011 Strut Sufto C23 •••• •410 rtorlda 32955 F09 C #I2,.t. oN Avtlmtma.a 95. 5135 hl; !. 1 0 r, 8 95 Prepared By: MIIIIMMAnalwarm Arne/ tam PTC, LLC Phone: 321 -890 -1788 Fax: 321- 690 -1789 WE: 9 -11 -01 SCALE: N.T.S. Fit JWJ cNN. en S. SAFFELL DRAWING NW S -2104 s11EEr 6 O SEE NOTE 4 ON SHT. 4 4 4i /• 4 a CONCRETE /J MASONRY BY OTR•IERS 4 IN 10 A 0.25' MAX. 1.50' MIN. SHIM EMBED. ( HORIZONTAL CROSS SECTION v LATCH JAMB To BUCK SEE NOTE 1 ON SHT. 4 ACTIVE O maga 1.75" MIN. PANEL THK. SEE NOTE 7 ON SHT. 4 PRODUCT REVISED as complying with the Florida Building Coda Acceptance No Expiration Dam rn HORIZONTAL CROSS SECTION HINGE JAMB TO BUCK 1.75 MIN PANEL THK • I • • 0.25' MAX. SHIM ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) 031' D14 x 9.0' LG. AT TOP & BOTTOM • •• • • DETAIL 1 ASS TO STILE ATTACHMENT • • NOTE ITEM 24 NOT SHOWN THIS • • • • • • • VIEW FOR CLARITY •• • • • •• SEE NOTE 4 ON Siff 4 SEE DETAIL 1 ON THIS SHEET rn HORIZONTAL CROSS SECTION AT IMPERIAL ASTRAGAL • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 • • • • • • • e • a • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CONCRETE/ MASONRY BY OTHERS C1mOT .4t1; ;11 Prepared By ®AY PTC, LLC Phone: 321- 690 -1788 Fax: 321- 690 -1789 DATE. 1 SCALE: N.T.S. 0210. BY JWJ CNN. er: S. SAFFELL 0530940 NO S -2104 •4EET L 0rL '2/AZ/.2.//.//2.y.,. / :. •..... /j / / //•. .. :..::. 1.75 MIN PANEL THK • I • • 0.25' MAX. SHIM ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) 031' D14 x 9.0' LG. AT TOP & BOTTOM • •• • • DETAIL 1 ASS TO STILE ATTACHMENT • • NOTE ITEM 24 NOT SHOWN THIS • • • • • • • VIEW FOR CLARITY •• • • • •• SEE NOTE 4 ON Siff 4 SEE DETAIL 1 ON THIS SHEET rn HORIZONTAL CROSS SECTION AT IMPERIAL ASTRAGAL • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 • • • • • • • e • a • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CONCRETE/ MASONRY BY OTHERS C1mOT .4t1; ;11 Prepared By ®AY PTC, LLC Phone: 321- 690 -1788 Fax: 321- 690 -1789 DATE. 1 SCALE: N.T.S. 0210. BY JWJ CNN. er: S. SAFFELL 0530940 NO S -2104 •4EET L 0rL ••• • • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• • • • • ••• • • •• •• • • • • • • • • • • 1.50" MIN. 0.25° EMB. MAX. SHIM CONCRETE/ MASONRY BY OTHERS mq- EE DETAIL 7f'' ON SHEET 5 0 1.75° MIN PANEL THK 81.25° MAX. 0.A. FRAME HEIGHT SEE NOTE 9 ON SHT. 4 0 1.34° MIN. EMB. i :iii• — 1 1 1.75° .50" MINT MIN. EDGE DIST. O 80.0" MAX. O.A. PANEL HEIGHT ® VERTICAL CROSS SECTION WITH HIGH DAM THRESHOLD .625" CONCRETE/ MASONRY BY OTHERS 1.50" MIN. 0.25' EMB. MAX. SHIM • • cMAASOONRY • • • • • iY M1fxERS • Marldfil i, ry y EE DETAIL 7f'� • ON SHEET 5 SEE NOTE 6 ON SHT. 4 1.75" MIN. PANEL THK. SEE NOTE 2 ON SHT. 4 81.25" MAX. 0.A. FRAME HEIGHT 0.125° MIN. GLASS THK. ItiIFS1GE SEE GLAZING DETAILS, SHEET 7 SEE NOTE 2 ON SHT. 4 • • • • • • • ••• SEE NOTE 6 ON SHT. 4 SEE NOTE 8 ON SHT. 4 SEE DETAIL 7 ON SHEET 5 1.25° MIN. EMB. • • 117511 • • • • • • • •• • • SEE NOTE 3 ON SHT. 4 80.0° MAX. O.A. PANEL HEIGHT SEE NOTE 3 ON S 4 .75 50° M4.1 MIN. EDGE DIST. (11h VERTICAL CROSS SECTION 2 AT SIDELITE SASH CONCRETE/ MASONRY BY OTHERS • •1 • DQOR STEEL FACE SHEET 24G4. (0.020141N.) STEEL • 2 • E HEAD (FINGER JOINTED PONDEROSA PINE) WOOD • 3 FRAME HINGE JAMB (FINGER JOINTED PONDEROSA PINE) WOOD 4 FRAME LATCH JAMB (FINGER JOINTED PONDEROSA PINE) WOOD 5 4" x 4" BUTT HINGE 12aa. (BY HAGER) STEEL 6 J9 X 1" PFH WOOD SCREW (HINGE TO DOOR) S1FEL • 070. DOOR LATCH STILE LVL • 8 'OUTSWING PEMKO BUMP FACE THRESHOLD ALUMINUM • 9• BRAD TRIM NAIL 160A. X 1" (FOR MULLION CAP) STEEL • SO COMPRESSION WEATHERSTRIP FOAM • 1 M *DOOR TOP RAIL LVL 12 DOOR BOTTOM RAIL STEEL 13 DOOR HINGE STILE (FINGER JOINTED PONDEROSA PINE) WOOD 14 #10 x 1 3/4" PFH WOOD SCREW STEEL WOOD 15 LOCK BLOCK (FINGER JOINTED PONDEROSA PINE) 16 3/18" ITW TAPCON ANCHOR W/ 1 1/4" MIN. EMBED. 17 EXPANDED POLYSTYRENE (1.0 to 1.25 16. /cf DENSITY) BY JELD —WEN FOAL 18 NOT USED 19 2x WOOD SUB BUCK WOOD 20 SHIM (0.25" MAX. THK. HIGH DENSITY PLASTIC OR GREATER) — 21 KWIKSET 400 SERIES KNOB STEEL 22 KWIKSET TITAN 700 SERIES DEADBOLT (NOT SHOWN) STEEL 23 8 x 1 1/2" PLASCREW (OM. LITE FRAME) STEEL 24 8 x 2" PFH WOOD SCREW STEEL 25 8 x 2 112 PFH WOOD SCREW STEEL 26 10 x 1 PFH WOOD SCREW (IMPERIAL ASTRAGAL TO DOOR) STEEL 27 10 x 2" PFH WOOD SCREW SQL 28 MULLION CAP WOOD 29 SILICONE CAULK (CR LAWRENCE 33 0) SILICONE .30 GLAZING COMPOUND (05D BY 001.) SILICONE 31 BRAD TRIM NAIL 160A. x 3/4" (FOR 3/8" QUARTER. ROUND.) STEEL 32 3/8" QUARTER ROUND =ELITE STOP. WOOD 33 CORNER BLOCKS FOR STEEL DOOR BOTTOM RAIL MQF 34 SCHLAGE KNOB SET IFF51 STEEL 35 SCHLAGE DEADBOLT 1838o (NOT SHOWN) STEEL 36 SIDELITE STEEL FACE SHEET 2401, (0.020" MIN. STEEL) 37 1/8" TEMPERED GLASS (BY PPG) GLASS POLYPROP. P.T. WOOD 38 001. LITE FRAME SG (SPARTECH POLYCOM PP5530 013) 39 PRESSURE TREATED MULLION BAR (3/4" x 4 9/18 x 81.1/4") 40 ALUMINUM EXTRUDED ASTRAGAL BY IMPERIAL) ALUMINUM STEEL 41 ASTRAGAL STRIKE PLATE (BY IMPERIAL) 42 YALE KNOB HERITAGE SERIES DEL 43 YALE DEADBOLT HERITAGE SERIES (NOT SHOWN) STEEL WOOD 44 SIDELITE FRAME HEAD, SILL AND JAMBS (FINGER JOINTED PONDEROSA PINE) 45 UPTE FRAME BY TRINITY FOR 1/2" I.O.U. POLYPROP, GLASS 46 1/2" INSULATED TEMPERED GLASS (By TRINITY /AMPAC) 47 I ot.,, d I; . IA 1.: . 7. POL I- -i• 48 1 INSULATED TEMPERED GLASSjj . Gy;, STEEL. SILICONE STEP, STEEL 49 LITE FRAME SCREW '8 x 1 1 2' LONG PANHEAD BY TRINITY 50 GLAZING COMPOUND DOW 1199 51 110 W000 INSTALLATION SCREW W/ 1.50" MIN. EMBEDMENT 52 DOOR LATCH STRIKE PLATE 53 DOOR LATCH DEAD BOLT STRIKE PLATE STEEL FbddeoOP. E No. 41323 RooWedCO9t0ge. Florida Salto rB10 c ro•a" a oothodrown en nssa PRODUCT REVISED as complying with the Florida Building Code Acceptance NoO o. Date By Division D ado Product e 1 1 Prepared By: PIC, LLC Phone: 321 - 690 -1788 Fax: 321- 690 -1789 o� 0 a a m DATE■ 9 -11-01 rON SCALE: N.T.S. 1150. 15: JWJ OKK. EC S SAFTEELL DRAwuro S -2104 stir ,L orb EXTERIOR 0.125" MIN. TEMP. GLASS THICKNESS INTERIOR EXTERIOR INTERIOR SEE NOTE 2 ON SHT. 4 0.50' GLASS BITE GLAZING DETAIL 1 ODL LITE FRAME SINGLE PANE 1/8" TEMPERED GLASS SPARTECH POLYCOM PP5530 C13 SEE NOTE 8 ON SHT. 4 0.50" GLASS BITE 0.125" TEMP. rGIASS } L 0.125" TEMP. .75" x .50" INTERCEPT STEEL. SPACER GLAZING DETAIL 3 TRLNIIY LITE FRAME 1" INSULATED TEMPERED GLASS LUPOY EU -5007 GLASS •• • • • • •• 0.125" TEMP. 0.250" AIR GLASS SPACE GLAZING DETAIL 2 TRINITY LITE FRAME 1/2" INSULATED TEMPERED GLASS LUPOY EU -5007 ••• • • • • • •• • • •• 0 • • • ••• • ••• •• • • • •• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 • • • • + • • 'RODUCTREVISED ns complying with the Florida ceing Code Ac bI.OQ ptuo No Expiration Exphdion Done �Itt Miami acts Product Control Division gi vgli hi; 5 ag g a �a ••• • • • • • • • • • • • • • •• •• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • Florida P. &EleaI 2( PM /LC NoddeaO09 ge t 0 F 3 8055 FRAC WOW* of A,IDoamnan Nil. 23933 Prepared By: Alr.". Phone: 321-890-1788 Fax: 321- 690 -1789 DATE: 9 -11 -01 `co N.T.S. DWG. B': JWJ a+x 55 S. SAFFELL URAWPIO NO.: S -2104 Moor 8o 8 " 1 0.38 0.50' ^T. -- 0.14" 0. 1.67' -:t0 I. - C• • e M0'• ( )0228_1,021_52.E. • •s• •• �j • • • • • •• • tO COMPRESSION WEATHERSRTIP SCHLEGEL Q-LON QDS 650 1.25' 2.50' ••• • • • •• •• • • • • • • • • • • ••• • • • • • • • a•• • • • • ••• • • • •• •• • • • • • • • • • • ••• • • F- 1.67' ---I n n 1.21° DOOR BOTTOM RAIL 12 24GA (0.0211 STEEL 1.645" 0.831" .Iwo aVw QGARNER BLOCK EQ@ STEEL BOTTOM RAT( MDF x 3.0" LONG 1.50'1 0.62" 1.75' f L ASTRAGAL HAS TWO 0.3125" x 9" LONG BOLTS; I 1 ON TOP, 1 ON BOTTOM 1.02' 1-,- ASJgga-aMPERLAU 6083 -T6 ALUMINUM [-- 1.67' -j 1.00" 0008 MINCE Sn E 13 FINGER JOINTED PONDEROSA PINE WOOD r „ 0 0 ® 52RAGrU. 'STRIKE PLATE (IMPERML 0.125" STEEL) • NOR ITOP f$VL • • e• ••• • • --I 0.513' • • • •• t-- 1.75" ---1 2.52' X11/2' I.G. TRINITY LITE FRAME �J POLYPROP. - 1.11' 1-- 0.48` -- fl . 1.74' 0.67' }o J. I I- 1.38' •- ®020.1412LZEIKLEVE 0.87' 0.58' 2.14'1.01 DOOR LATCH DEAQ BOLT STRIKE PLATE STEEL. DIA. VARIES WTTH HARDWARE USED W000 LOCK BLOCK 15 FINGER JOINTED PONDEROSA PINE 4.5625' 11.013" I 1.75' '-'Y -- 2.52' 0. LG. TRINITY LITE FRAME POLYPROP. 37' 0.375' --{ 1-T 32 03/8' QUARTER ROUND $IDELITE STOP PINE --I 1.375' I--- 28 MULLION CAP PINE (81.25" LANG) 1.71' -- FINGER JOINTED PONDEROSA PINE 2.040' L 0.097" -1[ -- 0.75' PRODUCT REVISED es wn7'lying with the Florida Et ildi+:g t:od,' Acmptaucc Noe) P-0 Expiration Division -11- 0.125' 0 0 0 0J 4.000' 5 HAGER STEEL BUTT HINGE 5 4 x 4' x 0.097" THK STEEL 1.00' } ODUTSWING STANDARD BUMP FACE THRESHOLD 8 EXTRUDED ALUMINUM - BY PEMKO WITH WOOD INSERT tz/ Ncs g§i p RPCLim S9 !S to iQ o m< Florida Pic 8. 41373 � 3Roole Florida 20110 FDPE emewat• of 80. 21.2 Prepared 8y: PTC, LLC Phone: 321 -690 -1788 Fat 321- 690 -1789 DATE: 9- 1 -01 SCALE N.T.S. MVO. sn JWJ a ut. m: S. SAFFELL. DRAWING Nos 5 -2104 sNEEr t• JELIIWEN® Steel 8=0"WOODEDGtt EOPAi�!lESTEEL 0,1175WIAV AIPACT DOOR UNITS WII T I E W?NO L/T S1DELITE8 GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE 2004 FLORIDA BLOWING CODE (W/2005 & 2006 SUPPLEMENTS) AND IIIGH VELOCITY HURRICANE ZONE 7NHZ' REQUIREMENTS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY ID TRANSFER LOADS TO THE STRUCTURE 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATION DRAWINGS. ANCHOR EMBEDMENT TO BASE MATERA!. SNAIL BE BEYOND WALL DRESSING OR STUCCO. 4. SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RATINGS. S. THIS PRODUCT MEEIS THE WATER REQUIREMENTS FOR TMLZ' ZONES. SEE THE DESIGN PRESSURE CHART BELOW. 6. SIDEUTES REQUIRE MIAMI -DADE APPROVED IMPACT RESISTANT SHUTTERS. 7. MIAMI -DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR DOORS W/ AN 0.,00) & XX CONFIGURATION, BUT NOT ON OX, X OR 0X0 CONFIGURATIONS. 8. SIDEL)IES ARE AN OPTION AND CAN BE USED 1N A SINGLE OR DOUBLE CONFIGURATION. RE810ENTIAL INSULATED 8TF.B. DOOR 1Comman t4 game ) COMPONENT CONSTRUOTIONS Face aheetel 24 ga. (0.020' minimum thickness, Galvanized Steel A -525 commerdol quality - AKDQ per ASTM 620 with average mhDknum yield strength Fy(ove.)..24,600 psL Ogrukeigm Expanded polystyrene with 1.0 to 1.25 lbs./cf density, by JEW -WEN, INC. Door Panel Construction; The active and inactive panels are constructed from 2464 (0.020' min.) galvanized steel. The face sheet tops and bottoms are bent 90' over the top and bottom raga. The top LW. rag measures ter wide x 1. 042" high The steel bottom ran is rob formed 0 .021" galvanized steel measuring 1.67' wide x 121' high. The sides of the face sheet am roll formed onto the LVL latch sine and Ponderosa Pine hinge stile which measure 1.67" x 1.0'. The interior cavity is fined with polystyrene. The face sheets ore glued to the polystyrene. • Fixed Lite Cops); The sash Is constructed from 24GA. (0.020' min.) galvanized steel The edges of the face sheet are bent 90' over the poiystymne core and glued to IL The sidente panels are routed to receive the 0DL Up the Frames or the optional Trinity Light Frames. (See sheet 7 for glazing details.) The lite frames are sealed W/ OD glazing compound an the exterior. Frame Construction: The frames are constructed from Ponderosa Pine jambe measuring 1.25' wide x 4.5625' deep. The door and eldente head jambs are mortised and butt joined to the Ike jambs and attached with (3) 16GA 2" x 7/16' crown wire staples. The units use a standard bump face Pemko threshold measuring 4.041' deep x 1.0' high. The threshold Is attachet to the home with (3) 16GA. 2" x 7/16' crown wire staples. TABLE OF CONTENTS SHT / DESCRIPTION GENERAL NOTES AND TYPICAL. ELEVATIONS 2 3 4 VERTICAL GROS; SECTIONS AND BILL OF MATERIALS HORIZONTAL CROSS SECTIONS HORIZONTAL CROSS SECTIONS AND NOTES 5 ANCHORING LOCATIONS AND DETAILS 6 ANCHORING LOCATIONS AND DETALS 7 GLAZING DETAILS 8 UNIT COMP0NEINTS .875' TYP. 80' MAX. OA PANEL HBOHT 81.25' MAX OA FRAME HEIGHT 0.625` .875" 1W. - 74.5' MAIL OA FRAME WIDTH .125' 38' MAX PANEL 36.625' MAX. OA OA PANEL WIDTH A 37.75' MAX 0.4. FRAME WIDTH 36' MAX. OA PANEL WIDTH 80' MAX 0A PANEL HEIGHT 81.25' MAIL 0A FRAME HEIGHT 8 12 El v v o c � V • DLL QOU8lE OUI5WING IMPACT UNIT (UOJ VIEWED FROM EXTERIOR 70.25' MAX. OA FRAME WIDTH .75' ' MUTYP. LL TYP. .75 BAR .875' 36' MAX OA 71P. PANS. WIDTH 80' MAX. 0A PANEL HEIGHT 81.25" MAX. 0A FRAME HEIGHT .875'-- TYP. 15,5' MAX 0A S1DELITE FRAME WIDTH 14' MAX. 0A PANEL WIDTH 63.125' MAX. 0A 0.1.0. HEIGHT PRODUCT REVISED as complying with the Plodde E'ua:_lz, Co& Acre::; :ceNoO 0 E;:ratio ` etc O - Q .i• ailfmbee Product Control Di 075' 0.825 107" MAX 0A FRAME WIDTH -- 125' 75' MULL 36.625' MAX OA' PANEL WIDTH �` MAX OA W /ANAL PANEL WIDTH Bo" MAX. 0A PANEL HEIGHT 81.25' MAX 0A FRAME HEIGHT V• • ••• • • • • • • • •• • • • ® • • • • 0625" •• ••• •• SINGLE OUTSWING IMPACT UNIT IX) TABLE 1: VIEWED FROM t7(IEHIOR • •..• •• • . • s s'i • J• • . d7s•. • . • 0.625• - ✓ c y �'-iatelta s • • • • is • SHCAE DOOR mu it Lt4 A 010) • WAD w. v- OPICPSDEWIES• +• �' • • 6f psi: 70 p t • DOINIE 0006 UMT (Gt OAX, DOW OXKO) WAD N0f4- 11PACT 50EUIES +57 pal -57 psf • • • • • • • • • • • • • • • 1, .O • ,• El v v 0 15.5' MAX 0A SWUM FRAME WIDTH 14' MAIL 0A PANEL. NTH 6' MAX 0A DLO. WIDTH 83.125' MAX. 0A D.LO. HEIGHT MALE OLITSH7NG IMPACT UNIT (0XX0) W/ NON- IMPACT 35021)702 Wan FROM EXTERIOR • 2 Ute Markle P. E. No. 413 PM, LLC 18328 Cogswell Street. 0440625 FePe aveloa. of M,mnwlloo tn. 7694 si ,t1; 1 3 Prepared By: allar Air MN. PTC, &L.0 Phone: 321 -690 -1788 Fax: 321 -690 -1789 DATE: 9- 1 -01 WEE N.T.S. MVO. an „MI cytx. an S. SAFFELL DRAwlt48 Nos 5 -2104 stair 1 or ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• It • • • c • • • • • • • • •• •• Jeld -Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS NGS 1. Manufacturer's die drawings and sections. 2. Drawing No S -2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9' -0 "x 6' -8" with and without Non - Impact Sidelites ", sheets 1 through 8 of 8, dated 09/11/2001 with revision D dated 07/11/2007, prepared by. PTC, LLC, dated 07/19/2007, signed and sealed by Eric S. Nielsen, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per PA 202 -94 5) Cyclic Wind Pressure, Loading per PA 203 -94 6) Large Missile Impact Test, per PA 201 -94 along with marked -up drawings and installation diagram of Outswing and Inswing wood edge opaque steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -696W, date 11/01/2001, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 02- 1211.18) .;, • CALCULATIONS •. 1. : •" ichor verification calculations and structural analysis, complying with HiC -2004, •: si► • • • • •'�`' • • • : A dared by PTC, LLC, dated 07/11/2007, signed and sealed by Eric S. Nielsen, P.E. • • .. ..Complies with ASTM E 1300 -02 . . D.:: • • QUALITY ASSURANCE • .....1. • • Miami. Dade Building Code Compliance Office (BCCO). • .• E..... MAI:EtU AL CERTIFICATIONS • • ...***1. • •Nolte • • •s • . • • F. • • STATEMENTS 1. Statement letter of conformance, no financial interest and compliance, dated 07/19/2007 by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. 2. Laboratory addendum letter for Test Report no. CTLA -696W, issued by Certified Testing Laboratories, dated 04/11/2002, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 02- 1211.18) 3. Laboratory compliance letter for Test Report no. CTLA -696W, issued by Certified Testing Laboratories, dated 11/11/2001, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 02- 1211.18) G. OTHER 1. Notice of Acceptance No. 02- 1211.18, issued to Jeld -Wen, Inc. (OR) for their Series "Outswing Opaque Wood Edge Steel Door Up to 107 "x 6' -8" Units ", approved on 01/30/2003 and expiring on 08/15/2007. E -1 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No. 07- 0731.04 Expiration Date: August 15, 2012 Approval Date: December 20, 2007 BUILDING CODE COMPLIANCE OF'F'ICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. (OR) 3737 Lakeport Boulevard Klamath Falls, OR 97601 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. MIAIVII -DADE COUNTY, FLORIDA m METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildingcode DESCRIPTION: Series 6'8" W/E Outswing Opaque Steel Doors- L.M.I. -w/wo Sidelites—NJ. • • . • • •••. • • • •• • • • • • • • •• • APPROVAL DOCUMENT: Drawing No. S -2104, titled "Series Wood Edge Opaque.QutswiroSte.el Impact Door Up to 9'-0 "x 6' -8" with and without Non - Impact Sidelites", sheets 1 thrtxrgh•8 of $, trded 09/11/2001 with revision D dated 07/11/2007, prepared by PTC, LLC, dated 07 /19 /!6gr1!$igned„3ddSpled by Eric S. Nielsen, P.E., bearing the Miami -Dade County Product Control Revised st Lnh1 with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control • � .tion. • . : . MISSILE IMPACT RATING: • • • • •••• • • • Large Missile And Small Missile Impact Resistant/ Non - Impact Resistant • • • LIMITATION: Miami -Dade County Approved Impact Resistant Shutters are required for Double Doors and for Sidelites. 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 number 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 revises and renews NOA # 02- 1211.18 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. Th 'tted documentation was reviewed by cT fin . •• e • • • •• • .• • • .••••• • • • E••• • • •� • 641A4A0A kl- NOA No. 07-0731.04 Expiration Date: August 15, 2012 Approval Date: December 20, 2007 Page 1