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RC-09-1635Miami 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: Certificate of Completion Not Transferable POST IN A CONSPICUOUS PLACE Contractor HARVEST TRUST DEVELOPMENT GROUP Building Officials Approval Norman Bruhn, CBO • BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle). Owner's Name (Fee Simple Titleholder) Owner's Address o City ifillt'+4+i V J State F/ ZIP 3 7/ 7f Tenant/Lessee Name -s--sy Phone # Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Architect/Engineer's Name (if applicable) Value of Work For this. Permit $ Type of Work: ['Addition teration **+x******* ** *** ***** Submittal Fee $ '5 D 00 Notary $ Scanning $ DLO up Bond $ Miami Shores Village Buildin g Department artment 10050 N.E.2nd Ave*, Miami Shores, Florida 33138 Tel: (305) 795. 204 Fax: (305) 756.8972 Roofing N Qv/ 41 4 # tit iv Permit No. Master Permit No. Phone # w 4f y'' Nt /a / 0 County Miami -Dade Zip l/ 2 2 32 -024- 2 S'o Is Building Historically Designated YES NO too Training/Education Fee $ / Radon $ V L'S ['New Paaso 70 -,c0r' o v zY Contractor's Company Name 1 `t 1 "" c ThSr 0 / � Phone # �- 7 a 1 7 IV Contractor's Address /" " g .CIP/}C/ C " "/ 2 A City /' u t 04) / State Zip 33 i S? Qualifier Name lit/ C(4 u.0 / 'stied. -• 4 e L..- Phone # .10 72-v ffi State Certificate or Registration No. C'/13 2 1 Cap Certificate of Competency No 441 :::' Phone # 2 - �3 3. �// Square / Linear Footage Of Work: 21521 ❑ Repair/Replace ❑ Demolition ,/r°s� -,? / ,110 * * * *******+x***** F ees * ***** * * **** * **** : **** **x :*:x****** ****x:****** 0 c � Permit Fee $ /O) t 'z CCF $ &0 4 C Vl. ' � ., Technology Fee $ Z) * 2 DPBR $ : I? 'S0 Zoning $ Code Enforcement $ Double. Fee $ Structural Review. $ Total Fee Now Due $ I g 40 See Reverse side -> I, MOO 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 insti klation 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 FI.ECTRICAL 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 Owner or Age l The foregoin i trument was ackno ledged before me this // day of �V , 20 Ot, b o 416114'41 , �` r. . . fir! ►/ who is personally known to r ' 1 1-.. As.t � "20� .oi A. � . sa gq igoci s cytake an oath. 013 H : Ce NOTARY PUBLIC: 0 ' st I / L Jk eso :0 #,OD 616.: 0 •s Sign: Print: My Commission Expires: (Revised 07/10/07) APPLICATION APPROVED BY: The foregoing ins r ment was acknowledged before m is day of 0 /01/ , 2 !® 'ir4ve.1.40Jrrd who is personally knc 04 0 0 d - •�.• a R 6c � atiiO A wl ko'lhd take an oath. BONDS I ROUaN W. Q ERICAN. . _ gAFET . : L / O i- NOTARY Sign: Print: My Commission Expires: Plans Examiner Engineer Zoning I 1. I 1 1 ■ s • '.r IA..0 CONTRACTOR: , 1cv\JQS ' Tru &( SUBMITTAL DATE: )O'"5 - C�j ADDRESS: I Mot CI 9v E I ® Ha ce NAME: for Ij t- C RESUBMITAL DATES: PROJECT TYPE: -2 in I_ ■ . S •• A / � ZONING FIRE STRUC RAL IMPACT FEES ELECT CAL 4e ‘ HRS /DERM \la ..P!/tL.I. 1 66 k '' hi V. A I , ,.\( )24 BLDG Remodeling kitchen, bathroom Passed 9 / -* ("--,.-7, Inspector Comments CREATED AS REINSPECTION FOR INSP- 149668. CREATEb i nsp REINSPECTION NB FOR INSP - 126336. cancelled Provide an approved drywall and insulation inspection NB °C" AS / Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until inspection Number: INSP - 150225 Inspection Date: August 23, 2010 Inspector: Bruhn, Norman Owner: AYUSO, AGUSTIN & NORMA Job Address: 10619 NE 10 Place Project <NONE> Miami Shores, FL 33138 -2103 Contractor: HARVEST TRUST DEVELOPMENT GROUP Building Department Comments August 24, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: RC- Permit Type: Residentia Inspecti Work Classification: Addi Phone Number Parcel Number 0 -09 -1635 1 Construction n Type: Final ion/Alteration 0- 11122320280580 Phone: (305)720 -8517 Page 1 of 1 AYUSO ARCHITECTURE Pc August 16, 2010 RE: 10619 NE 10 Place, Miami Shores, FL 33128 TO WHOM IT MAY CONCERN: I am writing this letter to certify, that to the best of my knowledge, the gypsum wall board ceiling furring of this particular home was properly fastened and installed in full compliance with the Florida Building Code FBC 2007 and FBC Existing 2007. Do not hesitate to contact me if you have any further questions. A tin Ayuso Architect Florida Registration No. AR 95331 1032 Ave of the Americas, Suite 401, New York, NY 10018. tel. 917 495 4180 fax. 917 591 3147 , Project: <NONE> Owner: AGUSTIN & NORMA AYUSO Phone: ()_- Job Address: 1061910 Place Miami Shores, FL 33138 -2103 Parcel: 1122320280580 Block: Lot: Scheduled Insp # 03/18/2010 INSP- 126338 Drywall bathroom only Nb 08/03/2010 INSP- 126336 Final Inspection History Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Inspection Type Inspection Status Inspector Date Completed PARTIAL APPROVED Norman Bruhn 3/22/2010 CANCELLED Norman Bruhn 8/3/2010 cancelled insp NB 03/11/2010 INSP - 126344 Framing DENIED Norman Bruhn 3/12/2010 Work covered. Remove all drywall for inspection. NB 03/11/2010 INSP- 126345 Insulation DENIED Norman Bruhn 3/12/2010 Framing inspection is required first. NB 03/15/2010 INSP- 137896 Framing CANCELLED Norman Bruhn 3/15/2010 CREATED AS REINSPECTION FOR INSP- 126344. Work covered. Remove all drywall for inspection. NB cancelled by Luciano Fernandez 03/18/2010 INSP- 137898 Insulation PARTIAL APPROVED Norman Bruhn 3/22/2010 CREATED AS REINSPECTION FOR INSP- 126345. Framing inspection is required first. NB Baths only NB 03/16/2010 INSP- 137942 Framing APPROVED Norman Bruhn 3/17/2010 CREATED AS REINSPECTION FOR INSP- 137896. CREATED AS REINSPECTION FOR INSP- 126344. Work covered. Remove all drywall for inspection. NB cancelled by Luciano Femandez 08/23/2010 INSP- 138621 Drywall APPROVED Norman Bruhn 8/24/2010 CREATED AS REINSPECTION FOR INSP- 126338. bathroom only Nb 08/23/2010 INSP- 138619 Insulation APPROVED Norman Bruhn 8/24/2010 Friday, September 24, 2010 Page 1 of 2 CREATED AS REINSPECTION FOR INSP- 137898. CREATED AS REINSPECTION FOR INSP- 126345. Framing inspection is required first. NB Baths only NB 08/19/2010 INSP- 149668 Final CREATED AS REINSPECTION FOR INSP - 126336. cancelled insp NB Provide an approved drywall and insulation inspection NB 08/23/2010 INSP- 150225 Final APPROVED DENIED Norman Bruhn 8/19/2010 Norman Bruhn 8/24/2010 CREATED AS REINSPECTION FOR INSP- 149668. CREATED AS REINSPECTION FOR INSP- 126336. cancelled insp NB Provide an approved drywall and insulation inspection NB Friday, September 24, 2010 Page 2 of 2 Jan.25. 2010 10:47AM JUDICIAL CF NI 2 1.7; 0 4- 7 4. 0 8 NOTICE OF COMMENCEMENT OR 81.; 7.7158 Ps , 16?8i (1,Ps A RECORDED COPY MUST BE POSTED ON TNE.408 SITE AT TIME OF FIRST INSPECTION RECORDED fii./2V2010 04:37.):45 HARVEY RUVINi CLERK OF COURT MIAMI-DADE COUNTY? FLORIDA • • , t _ 2. 2, 3;2_02_ 3703 kc AST PAGE • PERMIT NO. (.27 TAX FOLIO NO, . STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and in accordance with Chapter 713, Florida' Statutes, the following information is provided in this Notice of Commencement, 1. Legal description of property and street / address: .. ,54.,, ; PF) /y r 5 /- 0 A' bik..)-i lir7: .5 i . 2_ — YO c1,/,- i.: &- .,.. , :-, , _L , . .t. ..:. /,.. . /,-3 i iv ei...„.„. - ,,.., . , .;./...,:-..7:2s 1: eLeci--?.1'0., ...3 3 i '.15 ...? 2. Description pf improvement: / . i 9 › k...• .c 1 e-4., .1.4.1.s27(,,A..._r. ,0,....2..1 0 6 5 3, Owner(s) name and address: / Oh #‘ ..., vs :1- f\I OA. in cc .. • t A. !•:::, 0 .;''. / 0 interest in property: ‘ T.) ex' ..?-.::'' . ...• ;-e vr7 ■ .;) Mr)2.„-ters (:/ ; . . :5 i :j) ii Name and address of fee simple titleh pIderl I, 4. Contractor's narne and address,* , , _ ..\ i . 4 ' - ..1 r /6:• )...c..s 1 / ,• ,..,__•,. 1) 4 6- • .0 -,..: 1.,r-it, f 1) .3, j f ..4. , ,...:,,-c . ( : f-t, -,.,...... s ( 2. 5 5. Surety: (Payinent bond required by owner fron contra or, if any) Name and Address: Amount of bond $ 6. Lender's name and address: Signature of so Print Owner's Name_2___ tAx za No.2271 P. 1 1111011111111111g1111011113 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and Address: e LAjoLovaz-o r-crIA-4,445/ 1-4-vv1/4 kt /4.4 / 441 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: r• LA/ e.tAd-st _rert#444- (pvs- s- al e etram4. . 7 9. Expiration date of this Notice of Commencement: the expiration date is 1 year from the date of recording unless a " *7 different date is specified) Prepared by A,/e .., v_______ c i 0111111/gt. Sworn to and subscribed before me this .. ti• 4; 0 67e , 20 1 a , /• VOYPZIN d' Notary Public: (90d- - II -20 1479 , ‘ XI" Address: tot v-, st s. ( .4,zr - Print Notary's Name: —.1 AM t -V--r- , ..'s ...LA _.,v4.,....-x° 0 I A* i _2 , My commission expires: _ r 'JP .00, KV/W_Z:.„.. ..4 f■ . .ill 4 3AF-.16V-N-411..-:: 1 P e...: 4 • , ••,', • •• , .. 7 ••• coLl A / k 4? ... , O , 0 •-, omi EL :his t:;0: or ,— ., 1- ......_•-, 04" .............. %** --, 4 . *.A D i0 i'0 &at, * •% le, , IC, -0 o• WITHEZioirtrhogiand alai $ee , • .• . •. *00/11 HARVEY ilitVIR of Chlasit /id Ositrily Court; A' V). • .ii 40e.S 81 r. Miami Shores Village u` ' L C M E T Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No. PC O )(p PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) _ilDAMO. C . Owner's Address / 0 6 ( 9 dV (% ( l) P 1 Cit t t t c5i.®rc State 'F L- Tenant/Lessee Name Email Job Address (where the work is being done) 1 6 (9 & L (0 ? `.. City Miami Shores Villa a County Miami -Dade FOLIO / PARCEL # 1/ 2 Z. 3 Z 0 Z g o g o Is Building Historically Designated YES NO laffb• 724— x=5'11 Architect/Engineer's Name i 'p a le Value of Work Fo Type of Wor Describe Submittal Fee $ Notary $ Scanning $ Permit Fee $ Training/Education Fee $ Radon $ E -mail 741 1A- ° Phone # Fe - r - DPBR $ Zip Phone # Zip Certificate of Competency No. 3 g Flood Zone fi Contractor's Company Name 14-ektiVECt T n1 ff 0154e% . Phone it 34 ` 7 24 ! Kt 1 Contractor's Address (P 4 5 c S Ot Yi e. te th City (Q t 6...mt t State Zip 331 r7 Qualifier Name Lu-t a x.p e,/ vka, K d P -1-___ Phone # 3i3'� 7?4d --- PCI 1 State Certificate or Registration No. Cite( 32 1 0 !y Contact Phone LA/ u. ck e. 614(4; ( c Phone # Square / Linear Footage Of Work: ['Alteration ❑New ` . Repair/Replace ❑ Demolition Si /3 'et 0, $ *** **** * * * * * * * * * * * * * * * * * * * * * * * * * * ** * ** Fe es****** ****** * * * * * * * * * * *** * * * * * * * * * * * * * * * * *** CCF $ CO /CC $ Technology Fee $ Bond $ Violation date: Structural Review. $ Total Fee Now Due $ f 1 • CO See Reverse side - Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or The foregoing instrument was acknowledged before me this day of Al Y ,20 JOYlAe. 1,0 ® ®ner who is personally known to me or wh � 1 ttko,5)• 1- . As identifi" vr i; • L0. 2o 7 In oath. NOTARY PUBLIC: s ® BONDED 12 4- THROUGH y 0 AMERICAN ; I FETY NCIL o e Sign: Print: My Commission Expires: (Revised 07 /10 /07)(Revised 06/10/2009) ctor The foregoing instrument was acknowledged before me this day of ` s y , 201 O, by t/tJt1G1W Fenn4AaAtr, who is personally known to me or who ha1Wpipiced as identificatieWtdig 4111441cesn oath. 0 IA. HRoGH OU • A MERICAN vi Sign: SAFEr r •c out t Print: ° ° � * '(Pg1641. , '( My Commission Expires: ° ° � 0 ` s ue, 1111 NOTARY PUBLIC: * * ** * * * ** * * * * * *** * * * * * ** * ** * ** ********************************************** **** * * * * * * * * * * * * * * * * * * * *** * **** APPROVED BY .06f ?iC Plans Examiner Zoning Engineer Clerk checked PROPERTY OWNER: PERMIT # CUMULATIVE SUBSTANTIAL IMPRO VERIFICATION WORK SHEET 1/414 In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention • ' any a ists of improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self- performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract muse attached) AV's --s-- 7e/c efd z4 ADDRESS: /7.-224 /66 / / FOLIO NUMBER: ?i CJ OMLOOD ZONE: 14 BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): ''^ 0c)5() b42 COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): VALUE OF PRINCIPAL STRUCTURE (attach appraisal): OWNERS SIGNATUR Created on June 2009 PLANREVIEWER: /7O�/14 �X U /7 PLAN REVIEWER SIGNATURE: �'.� ECEIVED JAN 1 2010 — — Mao ee VI /to rc� DATE: /// g /2 41 C' DATE: /23-/) Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 2,517 Lot Size: 10,400 SQ FT Year Built: 1953 Legal Description: 32 52 42 MIAMI SHORES ESTATES PB 47 -58 LOT 8 BLK 4 LOT SIZE 80.000 X 130 OR 20435 -0110 04 2002 4 COC 26448 -2271 06 2008 3 Year: 2009 2008 Taxing Authority: Applied Exemption / Taxable Value: Applied Exemption/ Taxable Value: Regional: $0/$351,645 $0/$555,746 County: $0/$351,645 $0/$555,746 City: $0/$351,645 $0/$555,746 School Board: $0/$351,645 $0/$555,746 Sale Date: 4/2009 Sale Amount: $200,000 Sale O/R: 26978 -2631 Sales Qualification Description: Deed from financial i nstitutions View Additional Sales Folio No.: 11- 2232 - 028 -0580 Pro. - : 10619 NE 10 PL Mailing ddress: UGUSTIN AYUSO NORMA AYUSO 10619 NE 10 PL MIAMI HORES FL 3150- Property Information Map Property Information Map My Home Miami -Dade County, Florida Digital Orthophotography - 2007 0 113 ft This map was created on 1/15/2010 1:12:06 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. Summary Details: Property Information: Assessment Information: Page 1 of 1 Taxable Value Information: Sale Information: http: / /gisims2 .miamidade.gov /myhome /printmap. asp? mapurl = http: / /gisims2.miamidade.go... 1/15/2010 2009 2008 Land Value: $140,870 ' 267,168 Buildin. Value: $210,775 ',288,578 Market Value: $351,645 555,746 ssessed Value: $351,645 555,746 Property Information Map Property Information Map My Home Miami -Dade County, Florida Digital Orthophotography - 2007 0 113 ft This map was created on 1/15/2010 1:12:06 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. Summary Details: Property Information: Assessment Information: Page 1 of 1 Taxable Value Information: Sale Information: http: / /gisims2 .miamidade.gov /myhome /printmap. asp? mapurl = http: / /gisims2.miamidade.go... 1/15/2010 HARVEST 'I'lli1S'I' DEVELOPMENT 18495 South Dixie Highway Suite 125 Miami, Fl 33157 Phone 305.720.8517 Fax 305.574.0192 Name / Address Augustin Ayuso 10619 NE 10 PI Miami Shores, Fl Description Qty Remodel 2 bathrooms (includes, drywall, plaster, toilet, vanity and shower), 1 kitchen (includes, cabinets and gran'te countertop) and build 1 new bathroom as per i!ans (framing, drywall, plaster, vanity, show-r) Total /n voice Date 10/1/2009 Invoice # 20090018 Rate Total 34,000.00 34,000.00 $34,000.00 Walter Plumbing 4054 SW 113TH AVENUE MIAMI FL 33165 Name /Address Nu Construction 18945 S Dixie Hwy #125 Miami, Fl Estimate Date 1/15/2010 Estimate No. 20120596 Project Description Qty Rate Total Replace all cold and hot water valves for 1 kitchen and 3 bathrooms, install new water heater cold and hot water lines, create new drainlines for the 3 bathrooms, install new bathroom fixtures - 3 of each 4,500.00 - 4,500.00 Total $4,500.00 Walter Plumbing 4054 SW 113TH AVENUE MIAMI FL 33165 Name /Address Nu Construction 18945 S Dixie Hwy #125 Miami, Fl Estimate Date 1/15/2010 Estimate No. 20120596 ?0, opc, 990.12., / oa TOTAL. LABOR TOTAL OTHER P r i"-c 7 (7. roisfif. the saUsfacioly DESCRI TION OF WORK k A-4 4 "4 6 , 7 e 7- e4 0 Se 7V ee 6-A.0,6 A9,- Orie ,et. go 77e_7 ,043/ 0e7/: e 7 f2- .9 ig te/), 44°. PRICE FO EA. Commercial-Residential 4801 S.W. 6th STREET Miami, FL 33134 'MAILING ADDRESS: f PO. BOX 442163 MIAMI, FL 33144 'T° Aae/iir = Customer Signature Technician's Signature herebyacknowledge LICENSED INSURED Lic.# EC0002546 - ELECTRIC BROTHERS'. INC. 4...vAstip 1 Tel: (305) 986-5893 Tel: (786) 586-4217 E-mail: enri4121@bellsouth.net 6 :VI PHONE DATE OF ORDER Zj - 09 STOMER'S ORDER NUMBER DAY WORK CONTRACT PROPOSAL JOB NAME/NUMBER JOB LOCATION JOB PHONE STARTING DATE \.95ry6a-L70.0'2,0 J SYSTEM EQUIPMENT AND TYPE OF MATERIAL \ S Ton C_+ � Super USED: New Installation ❑ Replacement ig Thermostat 1' High Eff. Heat & Cool Air Handler Condensing , Line Cover ❑ \2 Years Warranty on Compressor Unit ' \4 Years On Coils \ Years Labor \'• Years Parts ❑ Package ,108 NAgaE UNIT •t ‘._ SUPPLIES: SEER: VD, . Job Price Rebate JOB TOTAL $ a do ' c\.S Tax $ $ \ °\ 4 ' ' S $ 5?-o4 ...% REMARKS: ❑ DINING ROOM ❑ RETURN • KITCHEN ❑ FLORIDA ROOM ❑ WATER PUMP • BATHROOM ❑ LIVING ROOM ❑ BEDROOM ❑ ADDITION ❑ FAMILY ROOM ❑ DEN ❑ Local Permits & Licenses Equipment Foundation Wring from Building Panel to Unit Wiring of Control System New Electrical Service Drain Lines Refrigerant Lines Cutting Holes Bathroom Exhaust Others Purchaser Seller Purchaser Seller NOTE: CC ', ' ,.z�` A il 1 at. ._ r p_ za ,�C t _ c,._, INSTALLATION SCHEDULE We will be ready to begin installation approximately Owner Purchase Acceptance / / b - \'" �•' " \tontract Expiration Date: Date: \ - 2 --' \`• Seller Approval: c... a --fir -- • Installation Date: ■ Salesperson C�UST`D`MER ,V O � \. l ` c V J . �� WSpME ( �^ \ J 40� % ,108 WeONE STREET S O \ c\ ` AND `© ^`�� ,108 NAgaE CITY. STATE ZIP CODE @ \ � V"�\ ��/1.�'�. J JOB LOCATION ` `- ` o � �c, \ \ V ■V • CL \ O ` \''`. C e- 3751 NW 12 TERRACE MIAMI, FL 33126 LICENSED & INSURED CC #99M000373 jf&A. AIR CONDITIONING DATE JOB No. TEL: (305) 525 -9319 FAX: (305) 644 -9804 � _ S_ Z4 \� We, J & A Air Conditioning, propose to fumish, install and service under warranty (stated on reverse side) heating and/or air conditioning products and related equipment for you in accordance with the conditions and specifications set forth in this proposal. Durable Woodworks, Inc. 2323 NW 72 Avenue Miami, Florida 33122 Ph: (305) 716 -0077 Fax: (305) 716 -0099 1 Sold Toil ID: 19523 NORMA AYUSO 10619 NE 10TH PLACE MIAMI, FL 33138 Rep: Leslie Ph: 787 - 605 -0028 SHAKER -COLOR BUTTERNUT- 6 /16.dep w m/c $4212.27. 1 /11.DEP W M/C $2000 Ship -To:l Invoice 147462 Invoice Date: 01/11/2010 Page 1 of 1 10619 NE 10TH PLACE MIAMI,FL 33138 Job No. Order Date ! Due Date Job Name 147462 i 07/01/2009 i 07/24/2009 P O/ Ref ;Ship Via LG /ARMANDO i Material: N/A Miscs: Item Qty Width H /L/D Description Sq.Ea. List Net Price Up 1 0 0 CABINET ORDER 0.00 8,424.54 8,424.54 INCLUDES GRANITE DELIVERY AND INSTALLATION AND TAXES Count: 1 0.00 Sub Total: $8,424.54 Non Taxables $0.00 Tax: Down Payment: ($6,212.27) = = => Total Due:I 24 HRS TO MAKE CHANGES. NO PLUMBING OR ELECTRICAL ON $2,212.27 KITCHEN & VANITY INSTALLS Durable Woodworks, Inc. 2323 NW 72 Avenue Miami, Florida 33122 Ph: (305) 716 -0077 Fax: (305) 716 -0099 Sold To:I ID: 19523 Material: N/A Miscs: Item NORMA AYUSO 10619 NE 10TH PLACE MIAMI, FL 33138 Rep: Leslie Job No. I Order Date Due Date Job Name 148513 L08/07/2009 08/28/2009 VANITY ORDER P O/ Ref LG Ship Via Sq.Ea. List Net Prica Up 1 0 0 30" VANITY ORDER 0.00 394.40 394.40 SINK AND SQUARE LEGS -CREMA MARFIL Up 1 0 0 72" VANITY ORDER 0.00 1,088.00 1,088.00 Qty Width HUD Ph: 787- 605 -0028 SINKS AND SQUARE LEGS -CREMA MARFIL Count: 2 SHAKER DOOR STYLE -COLOR CHOCOLATE -CREMA MARFIL TOP -WHITE UNDERMOUNT SINK. 8 /3.DEP W CK 1094 Y M/C $820.37 24 HRS TO MAKE CHANGES. NO PLUMBING OR ELECTRICAL ON KITCHEN & VANITY INSTALLS Description Ship -To:l Non Taxables $0.00 Tax: Down Payment: Invoice 148513 Invoice Date: 01/11/2010 Page 1 of 1 10619 NE 10TH PLACE MIAMI,FL 33138 0.00 Sub Total: $1,482.40 = == >Total Due:I A(04-A0 $103.77 ($820.37) $765.80 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) 0093 J 3/2/1984 3/2/1984 AE 8 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program Al. Building Owner's Name AGUSTIN AYUSO & NORMA AYUSO A4. A5. A6. A7. A8. City MIAMI SHORES State FL ZIP Code 33150 ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -8. 145137 SECTION A - PROPERTY INFORMATION A2. Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 10619 NE 10 PLACE A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL Latitude/Longitude: Lat. 25°52'21.17N Long. 80°10'32.99"W Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. Building Diagram Numberl For a building with a crawl space or enclosure(s), provide a) Square footage of crawl space or enclosure(s) WA sq ft b) No. of permanent flood openings in the crawl space or enclosures) walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0 sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Horizontal Datum: ❑ NAD 1927 A9. For a building with an attached garage, provide: a) Square footage of attached garage 400 sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 B1. NFIP Community Name & Community Number 120652 B2. County Name MIAMI -DADE B3. State Florida B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 89. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: _ii 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 CBRS ❑ OPA a} Top of bottom floor (including basement, crawl space, or enclosure floor) b) c) d) e) t) g) SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. 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, AK; A (with BFE), VE, V1 V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized Vertical Datum Conversion/Comments Top of the next higher floor Bottom of the lowest horizontal structural member (V Zones only) Attached garage (top of slab) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) Lowest adjacent (finished) grade (LAG) Highest adjacent (finished) grade (HAG) 6.1 N/A N/A N/A Check the measurement used. 5_6 ® feet 5.0 . C < feet ❑ meters (Puerto Rico only) 5_1 _.4 feet ❑ meters (Puerto Rico only) feet feet feet feet 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. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement maybe 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 Clyde O. McNeal Title Registered Professional Surveyor Company Name TARGET SURVEYING, INC. Address TARGET SURVEYING, INC. City West Palm Beach License Number 2883 State Fl Signature Date 12/9/2008 Telephone (561)640 -4800 FEMA Form 81 - 31, February 2006. See reverse side for continuation. ZIP Code 33407 OMB No. 1660-0008 Expires February 28. 2009 For Insurance Company Use: Policy Num Company NAIC Number _ RECETVED JAN 1 it 2010 ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) NAD 1983 sq in Replaces all previous editions 145137 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. 10619 NE 10 PLACE City MIAMI SHORES State FL ZIP Code 33150 Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments: GARAGE SQUARE FOOTAGE IS ROUNDED TO THE NEAREST 100 SQUARE FEET. ACCESS UNAVAILABLE. Signature Date 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 ❑ above or ❑ 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 communitys floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. 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, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address Signature Comments 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: JD 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 Community Name Signature Comments FEMA Form 81 -31, February 2006 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION City Date Telephone Title Telephone Date For Insurance Company Use: Policy Number Company NAIC Number State ZIP Code ❑ Check here if attachments f Check here if attachments Jl Check here if attachments Replaces all previous editions Project Name: Ayuso Residence Builder Name: Owner Street: 10619 NE 10th Place Permit Office: Miami Shores City, State, Zip: Miami Shores , FL , Permit Number. Owner. Ayuso Jurisdiction: 232600 Design Location: FL, Miami 1. New construction or existing New (From Plans) 2. Single family or multiple family Single - family 3. Number of units, if multiple family 1 4. Number of Bedrooms t_ 5. Is this a worst case? No � 6. Conditioned floor area (ft `I 2517) 7. Windows Description <Are a a. U- Factor: Sgl, U =0.60 "'' '' 5 .00 ft2 t� SHGC: SHGC = 0.30 ". b. U- Factor: N/A 2 SHGC: c. U- Factor: N/A ft SHGC: d. U- Factor: N/A ft2 SHGC: e. U- Factor: N/A ft2 SHGC: 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R =0.0 2517.00 ft2 b. N/A R= ft2 c. N/A R= ft2 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R=4.1 2261.00 ft b. N/A R= ft "' c. N/A R= ft d. N/A R= ft 10. Ceiling Types Insulation Area a. Under Attic (Vented) R =30.0 2517.00 ft b. N/A R= ft 7 c. N/A R= ft 11. Ducts a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 503.4 ft 12. Cooling systems a. Central Unit Cap: 60.0 kBtu/hr SEER: 13 13. Heating systems a. Electric Strip Heat Cap: 34.1 kBtu/hr COP: 1 14. Hot water systems a. Electric Cap: 30 gallons EF: 0.92 b. Conservation features None 15. Credits Pstat Glass/Floor Area: 0.143 Total As -Built Modified Loads: 57.63 PASS Total Baseline Loads: 73.02 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. Dlgltelly signed by Robert Fultz c =room= = .bert Fultz, Florida, Inc. Robert FultzDN:CNCalc o Res of So uthwest PREPARED BY Date: 200911.0209:34:01 -0600' Review of the plans and ; 0 1'i8E S1~,: specifications covered by this _Sr �` calculation indicates compliance 4 � , �� GO # rru . ` ° Y° .�. ° with the Florida Energy Code. "'' Before construction is completed _ -- this building will be inspected for I I ' ; compliance with Section 553.908 Florida Statutes. OD WE' ..,:• BUILDING OFFICIAL: ! ,° DATE' hereby certify that this building, as designed, is in compliance Y fY 9, 9 with the Florida Energy Code. ��:- OWNER/AGENT' r'' DATE - DATE • - �- V OC22200 FLORIDA ENERGY LF FIC# YNN °CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A FORM 1100A -08 - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with N1110.A.3. 11/2/2009 9:25 AM EnergyGauge® USA - FlaRes2008 Page 1 of 5 PROJECT Title: Ayuso Residence Bedrooms: 3 Adress Type: Street Address Building Type: FLAsBuilt Bathrooms: 0 Lot # Owner. Ayuso Conditioned Area: 2517 SubDivision: # of Units: 1 Total Stones: 1 PlatBook: Builder Name: Owner Worst Case: No Street: 10619 NE 10th Place Permit Office: Miami Shores Rotate Angle: 0 County: Dade Jurisdiction: 232600 Cross Ventilation: City, State, Zip: Miami Shores , Family Type: Single- family Whole House Fan: FL , New/Existing: New (From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI INTL AP 1 51 90 75 70 149.5 56 Low FLOORS V # Floor Type Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 266 ft 0 2517 ft 0.25 0 0.75 ROOF / Roof Gable Roof Solar Deck V # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Barrel tile 2653 ft 0 ft Light 0.96 No 0 18.4 deg ATTIC / V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2517 ft N N CEILING V # Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 2517 ft 0.11 Wood WALLS Cavity S R -Value eathing Framing Solar / h V # Omt Adjacent To Wall Type R -Value Area Fraction Absor. 1 N Exterior Concrete Block - Int Insul 4.1 612 ft 0 0.25 2 E Exterior Concrete Block - Int Insul 4.1 391 ft 0 0.25 3 S Exterior Concrete Block - Int Insul 4.1 476 ft 0 0.25 4 N Exterior Concrete Block - Int Insul 4.1 34 ft 0 0.25 5 W Exterior Concrete Block - Int Insul 4.1 314.5 ft 0 0.25 6 N Exterior Concrete Block - Int Insul 4.1 76.5 ft 0 0.25 7 S Exterior Concrete Block - Int Insul 4.1 212.5 ft 0 0.25 8 E Exterior Concrete Block - Int Insul 4.1 17 ft 0 0.25 9 W Exterior Concrete Block - Int Insul 4.1 127.5 ft 0 0.25 11/2/2009 9:25 AM EnergyGauge® USA - FlaRes2008 Page 2 of 5 11/2/2009 9:25 AM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DOORS V # Omt Door Type Storms U -Value Area 1 2 N Wood W Wood None None 0.46 21 ft 0.46 21 ft WINDOWS Window orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project" section above. V # Omt Frame Panes NFRC U- Factor SHGC Storms Overhang Area Depth Separation Int Shade Screening 1 2 3 4 5 6 7 8 9 10 11 12 N Metal Single (Tinted) N Metal Single (Tinted) E Metal Single (Tinted) E Metal Single (Tinted) E Metal Single (Tinted) S Metal Single (Tinted) S Metal Single (Tinted) S Metal Single (Tinted) E Metal Single (Tinted) W Metal Single (Tinted) W Metal Single (Tinted) S Metal Single (Tinted) Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 N N N N N N N N N N N N 16 ft 2 ft 0 in 1.5 ft 0 in HERS 2006 36 ft 2 ft 0 in 1.5 ft 0 in HERS 2006 112 ft 2 ft 0 in 1.5 ft 0 in HERS 2006 6 ft 2 ft 0 in 1.5 ft 0 in HERS 2006 18 ft 2 ft 0 in 1.5 ft 0 in HERS 2006 54 ft 2 ft 0 in 1.5 ft 0 in HERS 2006 9 ft 2 ft 0 in 1.5 ft 0 in HERS 2006 6 ft 2 ft 0 in 1.5 ft 0 In HERS 2006 15 ft 2 ft 0 in 1.5 ft 0 in HERS 2006 27 ft 2 ft 0 in 1.5 ft 0 in HERS 2006 30 ft 2 ft 0 in 1.5 ft 0 in HERS 2006 30 ft 2 ft 0 in 1.5 ft 0 in HERS 2006 None None None None None None None None None None None None INFILTRATION & VENTING / V Method SLA CFM 50 ACH 50 ELA EgLA -- Forced Ventilation - Run lime Supply CFM Exhaust CFM Fraction Fan Watts Default 0.00036 2377 6.67 130.5 245.4 0 cfm 0 cfm 0 0 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Ductless 1 Central Unit None SEER: 13 60 kBtu/hr 1800 cfm 0.75 False HEATING SYSTEM V # System Type Subtype Efficiency Capacity Ductless 1 Electric Strip Heat None COP: 1 34.1 kBtu/hr False HOT WATER SYSTEM V # System Type EF Cap Use SetPnt Conservation 1 Electric 0.92 30 gal 60 gal 120 deg None 11/2/2009 9:25 AM EnergyGauge® USA - FlaRes2008 Page 3 of 5 11/2/2009 9:25 AM EnergyGauge® USA - FlaRes2008 Page 4 of 5 SOLAR HOT WATER SYSTEM V FSEC Cert # Company Name System Model # Collector Collector Model # Area Storage Volume FEF None None ft DUCTS V # Location — Supply — — Retum — R -Value Area Location Area Leakage Type Air Handler CFM 25 Percent Leakage QN RLF 1 Attic 6 503.4 ft Attic 125.85 Default Leakage Interior TEMPERATURES Programable Cooling Heating Thermostat: X� Jan Y X� Feb X� Mar Apr X� Apr Cei ing Fans: X� May X� Jun /Jul Jul X� Aug X� Sep [XX� Oc t X� Nov X� Dec Thermostat Schedule: Schedule Type HERS 2006 Reference 1 2 3 4 5 Hours 6 7 8 9 10 11 12 Cooling (WD) Cooling (WEH) Heating (WD) Heating (WEH) AM 78 78 PM 80 80 AM 78 78 PM 78 78 AM 66 66 PM 68 68 AM 66 66 PM 68 68 78 78 78 78 78 78 78 78 78 78 78 78 66 66 66 68 68 68 66 66 66 68 68 68 78 78 78 78 68 68 68 68 78 78 78 78 68 68 68 68 78 80 78 78 78 78 78 78 68 68 68 68 68 68 68 68 80 78 78 78 68 68 68 68 80 78 78 78 68 66 68 66 80 78 78 78 68 66 68 66 11/2/2009 9:25 AM EnergyGauge® USA - FlaRes2008 Page 4 of 5 COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors NI 106.AB.1.1 Maximum: .3 cfm /sq.ft. window area; .5 cfm /sq.ft. door area. Exterior & Adjacent Walls N 1106.AB.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors NI 106.AB.1.2.2 Penetrations /openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings N1106.AB.1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations_ and seams. Recessed Lighting Fixtures N1106.AB.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi-story Houses NI 106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters NI112.AB.3 Comply with efficiency requirements in Table NI12.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Swimming Pools & Spas NI 112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N 1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems NI 110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section NI 110.AB. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls NI 107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.AB.1 N1102.B.1.1 Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. FORM 1100A -08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: 10619 NE 10th Place Miami Shores, FL, PERMIT #: 1 INFILTRATION REDUCTION COMPLIANCE CHECKLIST OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) 11/2/2009 9:25 AM EnergyGauge® USA - FlaRes2008 Page 5 of 5 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft 7. Windows" a. U- Factor: SHGC: b. U- Factor: SHGC: c. U- Factor. N/A SHGC: d. U- Factor: N/A SHGC: e. U- Factor: N/A SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 79 The lower the EnergyPerformance Index, the more efficient the home. Description Sgl, U =0.60 SHGC =0.30 N/A R =0.0 R= R= 10619 NE 10th Place, Miami Shores, FL, New (From Plans) Single- family 1 3 No 2517 Area 359.00 ft Insulation Area ft ft ft ft 2517.00 ft ft2 ft Builder Signature: Date: Address of New Home: City/FL Zip: EnergyGauge® USA - FlaRes2008 9. Wall Types a. Concrete Block - Int Insul, Exterior b. N/A c. N/A d. N/A 10. Ceiling Types a. Under Attic (Vented) b. N/A c. N/A 13. Heating systems a. Electric Strip Heat 14. Hot water systems a. Electric b. Conservation features None 15. Credits certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Insulation R=4.1 R= R= R= Insulation R =30.0 R= R= 11. Ducts a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 503.4 ft 12. Cooling systems a. Central Unit Area 2261.00 ft ft ft ft Area 2517.00 ft ft2 ft Cap: 60.0 kBtu/hr SEER: 13 Cap: 34.1 kBtu/hr COP: 1 Cap: 30 gallons EF: 0.92 Pstat *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638 -1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the * *Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 79 The lower the EnergyPerformance Index, the more efficient the home. Department of Community Affairs at (850) 487 -1824. 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single - family a. Concrete Block - Int insul, Exterior R=4.1 2261.00 ft b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft 2517 a. Under Attic (Vented) R =30.0 2517.00 ft ft2 7. Windows`* Description Area c. N/A R= ft2 a. U- Factor: Sgl, U =0.60 359.00 ft SHGC: SHGC =0.30 11. Ducts b. U- Factor: N/A ft2 a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 503.4 ft SHGC: 12. Cooling systems c. U- Factor: N/A ft2 a. Central Unit Cap: 60.0 kBtu/hr SHGC: SEER: 13 d. U-Factor: N/A ft 13. Heating systems SHGC: a. Electric Strip Heat Cap: 34.1 kBtu/hr e. U- Factor: N/A ft2 COP: 1 SHGC: 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R =0.0 2517.00 ft b. N/A R= ft2 c. N/A R= ft 10619 NE 10th Place, Miami Shores, FL, Builder Signature: Date: 14. Hot water systems a. Electric I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Address of New Home: City /FL Zip: **Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 b. Conservation features None Cap: 30 gallons EF: 0.92 15. Credits Pstat D UNG SUMMARY ., ' ; Total Sensible Gain 41637 BTUH Total Latent Gain + 5607 BTUH From Procedure D Total Sensible + Latent 47244 BTUH Submitted Cooling Capacity 54331 BTUH w / 15% of Calculation JOB NAME Ayuso Residence A/C SYSTEM 1 JOB ADDRESS 10619 NE 10th Place 20 deg F Grains CONTRACTOR Owner L PERMITTING OFFICE Miami Shores JURISDICTION 232600 WINTER Outside db 50 deg F Inside db 70 deg F Temp Diff 20 deg F SUMMER Outside db 90 deg F inside db 75 deg F Temp DIff 15 deg F Grains 58 Daily Range ' L MANUAL J, 8TH EDIT HEAT LOAD CALCULATIONS Prepared By: Date: ResCalc of Southwest Florida, Inc. 10/30/2009 Reference City: Miami, FL S TING SUMMARY Design Heating Load Requirments 34011 BTUH ResCalc of Southwest Florida, Inc. 616 96th Avenue North Naples, Florida 34108 Office: 239.596.4575 Cell: 239.250.1568 www.rescalc.com bob©rescalc.com PAGE 1 OF 5 Glass Doors, infiltration 0.60 CFMIFT N 52.00 =LING MULTIPLItR deg F - 33 Metal Frame, Single Glass 112.00 1716.00 41.3 0.00 3225.60 Metal Frame, Double Glass 56 63 28.8 0.00 0.00 208.00 113 80 75 59 Movable Windows .50 CFM/FT SE & SW 0.00 101, 69 Metal Frame, Single Glass 247.00 0.00 43.6 99.00 8126.30 Metal Frame, Double Glass 44 49 32.9 4356.00 0.00 Awning Windows .50 CFM/FT SHADED All Directions 0.00 38" 33 Metal Frame, Single Glass 0.00 0.00 45.9 0.00 SKYLIGHT Horizontal Fixed or Picture Windows 188 114 179 105 Metal Frame, Single Glass 0.00 35.8 0.00 Metal Frame, Double Glass 25.1 0.00 NO SHADING N 52.00 =LING MULTIPLItR deg F 38 33 31 ' 21 1716.00 NE & NW 0.00 81 56 63 40 0.00 E & W 208.00 113 80 75 59 16640.00 SE & SW 0.00 101, 69 81 51 0.00 S 99.00 63 44 49 30 4356.00 SHADED All Directions 0.00 38" 33 25 21 0.00 SKYLIGHT Horizontal 0.00 188 114 179 105 0.00 CO OLING.REQUIREME 1 , ' - OUE TO GLASS AR 1 AREA St .' =LING MULTIPLItR deg F LIN t GLE GLASS „ : 1 13LE GLASS FUH GA1N :1 Intetl' : r ' Tinted JOB NAME: ADDRESS: Ayuso Residence 10619 NE 10th Place Page 2 of 4 A/C System 1 HEATING REQUIREMENTS DUE TI3 GLASS A SIGN TEMJ JIFF 20 deg f HEATING M TIPLIER 0 LOSS AREA BTUH LOSS 359.00 11352 GLASS AREA BTUH GAIN 359.00 22712.00 JOB NAME: ADDRESS: Ayuso Residence 10619 NE 10th Place A/C System PAGE 3 OF 5 Glass Area BTUH Loss/Gain 359.00 Adjacent Wall FRAME, R -11 1/2" Gypsum Board 0.00 FRAME, R -19 1/2" Gypsum Board 0.00 CBS Furred, R-4.1 Insulation 0.00 Doors (Excluding Glass) Solid Wood Weatherstripped 42.00 Metal - Urethane Core - Weatherstripped 0.00 Net Exterior Walls CBS Furred, R-4.1 Insulation 1860.00 CBS Furred, R -5 Insulation 0.00 FRAME, R -11 1/2" Gypsum Board 0.00 FRAME, R -19 1/2" Gypsum Board 0.00 Ceiling Under Attic R -19 Insluation 0.00 R -30 Insulation 2517.00 Ceiling Single Assembly R -19 Insulation 0.00 R -30 Insulation 0.00 Floor, Concrete Slab (Perimeter Feet) No Edge Insulation 266.00 Raised Floor Wood Over Adjacent, R -19 0.00 Wood Post/Pier, R -19 0.00 Concrete No Insulation 0.00 Infiltration - Calculation B Subtotal People (& Appliance Load) 6 Sensible BTUH Gain Duct BTUH Loss & Gain Total Sensible Gain 2.7 1.8 5.2 13.3 6.0 4.3 2.7 1.8 1.6 1.0 2.3 2.4 2.1 1.6 Gross Wail Area 2261.00 11351.90 0.00 0.00 0.00 898.80 0.00 11160.00 0.00 0.00 0.00 o. oa 2517.00 0.00 0.00 6463.80 0.00 0.00 0.00 32391.50 22712.00 1.3 0.00 0 .00 0.00 10.9 457.80 1.4 0.00 4.5 0.00 6138:00 2.3 0.00 2.1 0.00 0.00 1.5 3775.50 3.9 TA 0.00 4.7 0.00 0.00 0.00 1.3 0.00 1.1 0.00 1768;58 3000.00 37851.88 1619.58 0.1 34011.08 41637.06 JOB NAME: Ayuso Residence PAGE 4 OF 5 ADDRESS: 10619 NE 10th Place A/C System 1 ALCU AT1ON PROCEDU A, E5, C, Calculation Procedure A - Summer Infiltration for the Entire House 1. Air Changes Per Hour (.3 New Construction, .5 Residential) 0.3 AC /HR 2. Volume of Conditioned Space Floor Area x Avg Ceiling Height 2517 8.5 21394.5 CU. F7: 3. Total Infiltration AC/HR X CU.FT X .0167 107.19 CFM Calculation Procedure B - Summer infiltration 1. Design Temperature Difference Summer Design - Room Temp 1 ` deg F 2. Total Infiltration form Calculation Procedure A 1©7.19 CFM 3. Sensible Gain 1.1 x Temp Di f x CFM 1769 Btuh Calculation Procedure C - Latent Infiltration Gain for the Entire House 1. Grain of Moisture Difference for SW Florida 58 Grains i .` 2. Total Infiltration from Calculation Procedure A 107.19 CFM 3. Total Latent Infiltration Load .68 x Grains x CFM 4227 Btuh Calculation Procedure D - Equipment Sizing Calculation Latent Load for Appliances & People No. of People 6 1380 Btuh Latent Infiltration Load from Calculation Procedure C 4227 Btuh Latent: Equipment Sizing Load 5607 Btuh SYSTEM SIZING SUMMARY 07/20/2010 08:54 FAX 1 800 685 7530 DATA SCAB FIELD SERVICES 1;(1009/012 Inspection Number. INSP- 148629 Permit Number. EL -12-09 -2102 Scheduled Inspection Date: July 20, 2010 Inspector: Devaney, Michael Owner: AYUSO, AGUSTIN & NORMA Job Address: 10619 NE 10 Place Miami Shores, FL 33138 -2103 Project <NONE> Contractor: QUINTANA ELECTRIC BROTHERS INC Building Department Comments EL WORK FOR INTERIOR REMODEL Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP - 132145. add smoke detector & arc fault breakers. FA- z 2 - Y (i2 7)--t F 4 - /62- dig )V << July 19, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)782 -4949 014 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: AdditionlAlteratlon Phone Number (j- Parcel Number 1122320280580 Phone: (305)986 -5893 Page 18 of 26 BUILDING PERMIT APPLICATION FBC 20 Job Address (where the work is being done) City Miami Shores Village FOLIO /PARCEL# 1/- 1 72. Is Building Historically Designated YES Contact Phone Describe Work: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PRONE NUMBER: (305) 762.4949 Tenant/Lessee Name Phone # Email /o6/ f Al 5 la /°/. County Miami -Dade Zip c f'O Contractor's Company Name /M .ce,4 AtkG7 /I NO Permit No. IE.1 Master Permit No. Permit Type: ELECTRICAL G Owner's Name (Fee Simple Titleholder) ",, d S ��' U S v Phone # 3vs'7740 -QS'/ 7 Owner's Address /:) 6/ g /V /) /2/ City Af ldi y • State Zip ?7/ ,?f ne # 33 Flood Zone Contractor's Address / c '/# ,V40.04/4 City fl4 Ai i State Zip 3.3 ? Qualifier Name '- 'A'1 ",e"�s Phone # State Certificate or Registration No. ' 60 2e_cl'Certificate of Competency No. 3 8 (7)2 d E -mail ' ter Architect/Engineer's Name (if applicable) /64//e /aP Gto Phone # 70r' ra. 3 37 a" Square / Linear Footage Of Work: Zell) e doP /l ?c Value of Work For this Permit $ Type of Work: ['Addition /0 OA 2 Alteration ['New ❑ Repair/Replace ❑ Demolition ******** * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** F ees * * * * * * * ** * * * * ** * * ** * * * * * * * * * * * * * * * * * * * * ** ,. Permit Fee $'' �� CCF $ 4. Notary $ Training/Education Fee $ I • 40 Technology Fee $ Radon $ 12 0 DPBR $ V2 'S Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ ' Q See Reverse side CO /CC $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City to 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 no aaprov'd and a r�'..ection $e will be charged. 0 .: r or Agent The foregoing instrument acknowledge before me this t v day of Dom- , 20U1,by /ay. Ikyu,co who is personallyknown to me or who has produced. L As identifick O� i M df4 ake an oath. s $ • NOTARY PUBLIC: ♦� 04 4664.0...? , ,4G�',s BONDED e 4. S. :'� THROUGH y C Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * ** APPROVED BY (Revised 07 /10 /07)(Revised 06/10/2009) A�.Bk 161tf 1-11 0111 * • **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** v7 Plans Examiner Engineer Con actor The forego g instrument was acknowledged before me this La day of , 20 y �jylJ1 Z who is personally know tO ♦� � '1135 /p' �h4� __� 0 as n tidik rrr take an oath. • 6. BOb 7 o tot. N • NOTARY P A o ��y ;m7 � f'`rJ{ i r y J Q. • Sign: .�•�D ♦ 1 o Print: w ►T �� "�P'd1�111 ► My Commission Expires: Zoning Clerk checked Permit No: 09- ''® Job Name: A- ye , 2009 ELECTRIC Critique Sheet M iami Shores Vuuage Building Department Page 1 of 1 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Mike Devaney 305 - 795 -2204 Inspection Number: INSP - 132134 Scheduled Inspection Date: July 16, 2010 Inspector: Hernandez, Rafael Owner: AYUSO, AGUSTIN & NORMA Job Address: 10619 NE 10 Place Miami Shores, FL 33138 -2103 Project: <NONE> Contractor: WALTER PLUMBING CORP Building Department Comments July 15, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: PL -12 -09 -2101 Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number ()_- Parcel Number 1122320280580 Phone: (305)970 -7116 PL WORK FOR KITCHEN Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 1 of 11 BUILDING PERMIT AF PLICAT r FBC 2004 Permit Type: Plumbing Owner's Name (Fee Simple Titleholder) / it O yyt r� t o(I q N O P L. 510 s State 'Ii, _ Tenant/Lessee Name ----- Owner's Address City MI Avyr's City Miami Shores Village Contractor's Company Name _ Contractor's Address City$ /'W)/ Qualifier Name State Certificate E-MAIL Value of Work Far this Permit $ • Type of Work: ['A'ddition Describe Work: t\liami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33 138 Tel: (305) 795.2204 Fax: (305) 756.8972 E -MAIL: h 4 4S® et,460• Corot_ Job Address (wheretfte work is being /1)4 / 9 FOLIO / PARCEL # ti -)? «. Is Building I fistorically Designated YES',' / / ?ma' State � 1Cs /V r Re• 'Strati . n No. Iterat',lon c /0/ /v4°•t.v x********* t******** ********** &dint LSD County Miami -Dade 0 5 80 NO Z/ DPBR $ 12:3D 5O Permit No. Master Permit No Phone# 7f '7- 4 0 - 002. 8 Zip 3 tag Phone # la Pl Architect/Engineer's' Name (if applicable) Phone # Zip . ,313? Phone # 3f6 Phone #7 24.1 �ff Certificate of Competency No. Square / Linear Footage Of Work: ' 2. ova) ['New - Repair /Replace [' Demolition �1� jr�d/N�ar reel - • ****F Submittal Fee $ ....------' Permit Fee $ CCF $ 3 •( CO / /CC Notary $ Training/Eduction F $ 1 • DO Technology Fee $ q• oN`o Scanning $ 'QO Radon $ I 'U0 Bond $ Code Enforeementl $ Double Fee $ Structural Review. $ Total Fee Now Due $ Zia , • ( 00 Zoning $ See Reverse side - Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Signature State Zip State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 h 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 deei =i4 Owner or Alit The foregoing instrument was acknowl c�g�g�I before me this // day of , 20, bY ° °° . ,laii� : • , �, 0 who is personally known to �k� (}�,, �,��' As ie'e i�c�ta iocho di NOTARY PUBLIC: 1 ' � °G Sign: }Iij, °°® Signature Contractor The foregoing ins ment was acknowledged before me this J/ day of / S 1 . re, who is personally •', 1 ^ > io produced f), L. ® � O e • c con h� ,cl' �i did take an oath. * W :fie.' taVVGJ J NOTARR ��k �.o °c P :.,,, s e7i pr FF'. nire, : Asilo0i► UBL, C, , ilUUI% ' Print: My Commission Expires: ****xxxx*x******* ****x*x (Revised 02/08/06) 1 111. tt• Sign: Print: *sr** xxxxxxxx xicarac***acw My Commission Expires: Engineer Zoning is xx,Yx kxxxxx *xxxxx x ***lex APPLICATION APPROV D BY: > - — 0V 1 7 `�� ' Plans Examiner To: Miami Shores Page 3 of 5 pee. 22 .1'.19...11)::.38a V aiter::G.utier•rez: 3O5 =22a -133.6 Frpret..AAUnderrvnters To :10520.1538 • Pa a: 2i2 Date:: 12/22/2609 20;27,AM �, ^ ►c.rt. t ;ir'�.c.�r� r 14"01111—,111 T H'1 UP UkN tor-, '.. 9 Jt 12,12..2.120.00, i. :121 m• ' `THIS CERTIFICA,TS IS TSVED AS .AMArreS .: OF I...FQRM?•TJO v ONLX:.RND C NFIERS. "':NO RI H7S :UPON :ThE. CE3TIFICATE FIQI4.)ER,, 'PN(S CERT) TPOES.. NG`I' 'EXTENt}.,OR ALTER:' THE'COVEft140E .A FORRED'.BY Tt{E :PQLICIES SEI..O'N: INSURERS AFFORDIH.G CQyERAGE :. 0I0#: INSi�RER a. BRipGEF!ELO: E(IdP.i:OYERS INS:CO C6NGRal. ABIorr >;;�'T 7 �U�ltT ; 4P P1'IFS,'�7EF �' , Kum JECT' r u0 • AUTO,WOP LE:LIABIL • t>NYt1U'T4. ` $CNELtIf l Q i4ui os. . HIf3�. 41{i9S • lvAafl ±luiEDAUTf:N�: .. GARAGE.UTABLJIY AN'!`A(1TC. :15MPOYE.RS'YI03 Attic 1 i4PRIE1oizo:M i ReFiecUT.IYE .OF, IC RI.141 ! RYFXrrkUDEO3' `. 1 O2 CaENC4ALA6GRtECATE. ". PRODUCTS- .CCMPF F`AGG AuA -.'eA ACCIDEra ONLY-: AQO EJACH.O. RRENGE AGGRCGPTE " ELF kii•ACCTCIEN`1. T1. C21SF,PSE'.: �; Mll?LiOY6E 106 000. 5,000 :8M7'38570 .. ' .. 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Alf MIAIUIl,.�1;�:33165 i At0110:z5:(200.1JDS): C 11RV P1to4CBK1rPtROS:FPS: 2010 -01 -22 20:27:01 (GMT) iNSiiRa Ia.i : :000TTSQALEdN6URANCE:00}0ANSt - "THEPOLICIES:YJF'1NSl7P.ANP..EL . 1 E(CW.MJ�JJEB EN: �SSti.EI ? ®TFiFisisI]RED.NAMER,ABOV F'ORThERL3U YAER1Ql? 1TIRl1 .;'4O.T ANY:REQy1R:E6A NT, T: l'DF ANY CONTRAC•T'OR:Q.111.EYi sOCCU ileNT :'YYIh RESP.EC{ TO IMI GH' 1CAtt • MAY BE i ::OR .MAY PERTAIN T1IE N]SUU•R>'4NCE,AFFORL'EEP 9Y:THE'PQLKES'DESG:RjBEO1 ER£4 IS..SU TOALL THE TERM$,.'EXCL:JSI0NS ANQ.4ON:D17:iONS 0F'SUCH: • POLICIEgi A tgtRr`QATE'LIM TS 94ioimu MAYYaAvE.8EEN RSDu.^EQ.TIy-P.AIDCLAIMS: . • • •TY.i4OF1NSUR5NNCE .POUQiY.7AJMEEIt • P..OL'I F P: X T N. LIMITS tANCELVATION :SHt5itri.A045F'THH'I YE: RESGRIEEDP,'04IE3.QE; F iRATi°N 'OAiE NER£.CE_,TFt£.1SS.UlN( ' 4 URER WIL.£ND4AV IR• •0:•14L . SAYS Wi7rEN NOTICE. t o:TNE.C£RtriCATE•NUL0E1NAMED.:Q1HE. 1*1:L ST FAI4URET9QG :91P11.. fim . tcATAPP( OW�IARRI1Y.. O, FARIY.:KT4D:UP.QM.T}EIV$1JI7 . SAGEN S'a ItERRESSITATIVBS. AIJiNOEOXEP: Y tgeR ESINTATIV AABA,bli'1 ' ACORIP 4C.R:FVFO11 N.1F From: Luciano Fernandez P.5 PLUMBING CRITIQUE SHEET Miami Shores Village Building Department Permit No. Job Name Z- JD6 / f. d >a P ,/' 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 7 l r Inspection Number: INSP - 123035 Scheduled Inspection Date: July 14, 2010 Inspector: Devaney, Michael Owner: AYUSO, AGUSTIN & NORMA Job Address: 10619 NE 10 Place Miami Shores, FL 33138 -2103 Project: <NONE> Contractor: QUINTANA ELECTRIC BROTHERS INC Building Department Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 112762. no one home Cg7R-7.-2(G‘ 632/f /4/ ,:)- e/ z y (e) REPAIR SERVICE 200 AMP AND OUTLETS July 13, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: EL -4 -09 -705 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration C o L m os Phone Number ()_ Parcel Number 1122320280580 Phone: (305)986 -5893 Page 1 of 20 4110 Ra ` 5 i24 /lm n�T wo►101 BUILDING PERMIT APPLICATION Fsc 20 Fn;Y 118nD Permit Type; ELECTRICAL Owner's Name (Fee Simple Titleholder) Owner's Address / O / 9 me City " ' (i a 1 r �dY S State Tenant/Lessee Name Email Job Address (where the work is being done) / O to 19 Ale 1017k P at C - City Miami Shores Village County Miami -Dade Zip 3 3 1 3 FOLIO /PARCEL# / 2 6pZP 05+ 0 Is Building Historically Designated YES NO Flood Zone Contractor's Company Name e,W74 / f /e-c- 77 iG attPhone # Contractor's Address /f % & / e City E/ r /xev - I rJ y State �- Zip 35��T7 Qualifier Name - .--17 1 /e7?- 2 ‘A/ dif s t--2 , Z Phone # o 7 7 f 5 ? 3. State Certificate r Registration No. 2 2I 2.5 4( Certificate of Competency No. Contact Phone4'J1196 E-mail b ---8 7- , Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 2 tC ' e Type of Work: ['Addition ['Alteration Describe Wor : AI se- Permit Fee $ ZZ.1 a40' Notary $ Training/Education Fee $ t , °. 4D ubmittal Fee $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ❑New Permit No. EL 01 - 1 O5 Master Permit No. (.4 v Phone # ` Zip 33/ 3 F Phone # Square / Linear Footage Of Work: Repair/Replace ❑ Demolition EL 01 — 45.*************************** e******** Fees ************* * ** * *** * *** ** ** * * *** * * **** * * *** 9Z, CCF $ 1.2. b CO /CC Technology Fee $ Scanning $ 3. (1V Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $_ +�I� -"_, See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Muiiga e L Nate (if applicable) Wirtgage 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 ha commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulatin: construction in.thisjurisdiction. I understand that a separate permit must be secured for F.i.RCTRICAL WORK, PLUMBING, SIGNS WELLS, POOLS; FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AI''FIUAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with al 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 th ' bsence of such posted notice. the inspection will not be approved a reinspection fee will be charged Signature Sign: Owner or Agelnt The foregoing instrument was acknowledged before me this '06 The forego g instrument was acknowledged before me thia6 day of , 200, by , day of , 20 9, by who is personal y known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath as identification and who did take an oath. NOTARY P LIC: J Print: My Commission EA t * MY COMMISSION EXPIRES: November7, 2012 , rk,„&" Bonded Natity Signature NOTARY PJ BLIC. Contractor Sign: h.e Print: My Commissi+9i} '�sares: LUIS t + 1 * MY CO B ON I D �: , !" p EX PIRES: November 7,2012 � OF FIO Bon ThW Bud N otary Services ** * * ** k** ** ** ** * ***i ****** ** ** ***** _ *********** ** * *** *** ** ****** #*8***** ****** ** ************ * *** ********* p,4'y "P APPLICATION APPROVED BY (Rcviscd 07 /10/07) Plans Examiner Engineer Zoning Clerk checked CCK DESCRIPTION TRIP VOLTS COND. WIRE WATTS GLW CC .W REFRIGERATOR 1/20 120 12 1500 G. LIGHTS 1/15 120 14 1200 WASHING MACHINE 1/20 120 12 1500 •• • WiTE,i'! ATER %./ 240 10 4000 •••••• DRY'~R • .2 /.r7 : --. 1 , , . 240 10 5000 RA GE • f; /6 240 6 8000 NC N RAL 2 / i ; ' 240 6 8 VW 9000 120 • • SM14.6UTLIANCES ' 1/20 • SMA4.hAPPLIANCES 1/20 120 12 1500 • • LIGI-li5•& RECEPTACLES 1/15 . 120 12 1500 • LIG1fiS &RECEPTACL 1/15 120 14 1200 1111101:111:1142$111111L. DI.S'P.. T A T _ • 1/20 A 1/20 120 14 1200 1500 1500 • • • II _ Miami Shores Village KAM IMO 120 f a 12 ±1 12 1k1-� 112 NM .ar__ .. - __: 4 61111111111 ■;" 8000 8000 9640 Sl cT TO COMPLIANCE WITH ALL FEDE STYE AND ()MINTY RULES AND REOULA' SUBTOTAL: 40140 al cz • -ex af.., A/C 0 100 °,% 3 KW 0 100% 40% Balance \r 2 5640 = 106.8 = 107 Am. 240 ) 24100 a 40 %, :. 25640 `° l ' x. , �`.. r 1 + .l Q° , , e 6 r ti G3A • - : dV 1d3G ONFNOZI 1d30 Oils I A SERVICE 200 A WIRE SIZE 3# 2/0 B GROUND RD 10' C GROUND SIZE 1 # 4 !' ,./.:) z -'' A .} /A//7 ;a' % gJ 7 / J , 'o if;e /,,/k ••• • • • ••• • • • 4.. ,.. • •• �r .RAY.; •4 •6.4• • .•• • • . -. r •••, • • i • • • • • • • • • • • • •• •• • • • • • • •• • • •• • • • • • • • • • • • • • • • • •• • • •• ••• • • • •• •• • • • • • • • • • • • • • •• •• • • • • • • 01i3,U3.9 , _ :U _ e3- d'?kF ps.. • • • • f .• • • • • •••• •.. • • • • • • • • • • • • • • •• • • • ••• • • • • • • • • • •••• •••• ▪ • • bed ,49 Ri9,0 ■ 2e-r p9,097- 4"05 ,074) 1" / P t2.2,SS } s •••• • • •••• • • . • • . .. . • •• • • • • • •• • • • •. • ••• • .. • ••• • • • • •• • •• • • • • • • • •••• • . • • • •••• • • • • • • •• • • •• • • TOTAL LABOR TO29 P y7 .rOaiuu nmtsEtt Customsf Signs mans Slgnezw DE'SCRIPTION OF WORK MBeitel WKRAIDED .- . .. • • • • • 0 AAY WORK +; CONTRACT DA OF V MEWS ORDEN NUMBER i FM NO44216 MMAMW, FL 33144 LICENSED a INSURED W. *ECODO2541 ELECTRIC BROTHERS: C. 1 Commercial-Residential 4801 S.W. 6r STREET MIam4 FL 33734 /. (305) 985 -5893 Tel: (766) 588 -4217 ie mail: enr14121@b th net • • • .. • • • .... • • ... • • ... • .... ...... • • • ..... • • • • ..... • • • • • •. .• • • • •• •• • • • ••• • • ORpf91.1N.V:() 'PHONE Thank You • . -m3so4 • • •••• • • • • • . • • •• • • •• • • • • • •• • • • • • • • • • • • • •••• • • • • ••• • • • •• •• • • • . • •••• • • • • • •••• • • • • • • • •• • • •• • • • Inspection Number: INSP - 132124 Scheduled Inspection Date: July 29, 2010 Inspector: Perez, JanPierre Owner: AYUSO, AGUSTIN & NORMA Job Address: 10619 NE 10 Place Miami Shores, FL 33138 -2103 Project: <NONE> Contractor: J&A AIR CONDITIONING CORP Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 09-1(035 Permit Number: MC -12 -09 -2100 Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number () Parcel Number 1122320280580 RELOCATED AIR HANDLE AND REPLACE EXISTING UNITS FOR 5 TONS Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments WAS THIS ALREADY DONE? \ I Q h iLt July 28, 2010 For Inspections please call: (305)762 - 4949 Page 1 of 25 BUILDING PERMIT APPLICATION FBC 204 Permit Type: Mechanical Owner's Name (Fee Simple Titleholder) Owner's Address ( O 6/ g' City L 4 , q I S 2 6SState Tenant/Lessee Name E -MAIL: N19 >I D V416 CQ Job Address (where the work is being done) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 �c�s7r .fit/ &'so e l,.d TO Zip 3 3/ Phone # City Miami Shores Village County Miami -Dade FOLIO / PARCEL# /J -22. >2 b -05S 0 NO Is Building Historically Designated YES l'IECOMM. DEC22 2009 • BY: • Permit No. JO- 2100 Master Permit No. lee/0®f G', (S Phone# ( 465 -OO Zip Contractor's Company Name S kP •• LOS&:% Ate.. \. Phone # .. c5%. -1-5_ Q \\ Contractor's Address_ ‹ oS •-.,--- \ 411 3 ' City V\ :. -,. `•'s\ State F\ Zip .. SS \ Qualifier Name Se�Cs ■ '- +.v @ Phone # S` q2 State Certificate or Registration No. `Z. s 0O S \'zS'3 Certificate of Competency No. C k C \ M p CVO 3Z E -MAIL: Architect/Engineer's Name (if applicable) Phone # szL Value of Work For this Permit $ O O Square / Linear Footage Of Work: Type of Work: ['Addition ['Alteration [New ❑ Repair/Replace ❑Demolition Describe Work: �.��q Cs.�' rC 'EA-!•∎ c&\ t ************************w * *9: 4eux** w* ****icdcaYxlrxxxxxx**** & &xxzrix* w xxxxxa4 SuTmittal Fee $ Notary $ Scanning $ 3 00 Bond $ Permit Fee $ ► 1) 0 CCF $ • 20 CO /CC Training /Education Fee $ 1 • . Technology Fee $ 5•(Q0 DPBR $ 12• D Radon $ Code Enforcement $ Double Fee $ Zoning $ Structural Review. $ Total Fee Now Due $ j' 2.0 See Reverse side -+ \ \/V 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. t certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charge Signature r nature >c Owner or Age Contractor The foregoin in trument was acknow edged before me this he foregoing ins went was acknowledged before me this /,L day of �' , 20 A'�l::b ° ° 1111181, day of , 200 , by APPLICATION s APPLICATION APPROVED BY: (Revised•Q2 /08/06) 1(b My Commission Expires: 4 ®` �t4 who is personally known to „tlit ! � as f4ed i9/ as i foke an oath. who is personally known 't �i1 ' Agjl Ash , ,� . triEl whib yd3ake an oath. NOTARY PUBLIC: s. Q i s o z: � ' e-LLD NOTARY PU o - ` ®� - Si n: Sign: g r� �'a�eeeeee Print: s, PU Print: '.ro ° My Commission Expires: xxxxxa' ca4x, 'e****derx,irxa4x &xx4ee4xxxxxxx x******************************** ****************************************** ****xx,Yxx****xx &,Y4c**** **** rxxxxx iCx a' cxx**** drdedes4, kx 4eat* ***9rxde'****xxatxx ****xdrtic*** Plans Examiner Engineer Zoning ACORD CERTIFICATE OF LIABILITY INSURANCE DATE 12 ° 6i2 0 PRODUCER Kannon & Kannon Insurance, Inc. 10302 NW South River Drive, Inc #3 Medley, FL 33178 AUTHORIZED REPRESENTATIVE JAKE KANONITZ 305-888 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE Pot,IGY YFFEGTNE • • 101111..,uN NAIC # INSURED J & A AIR CONDITIONING CORP 2065 SW 143RD PL MIAMI FL 33175 INSURER A: TOWER INSURANCE COMPANY OF NEW YORK INSURER 8: iNSURRC; INSURER D: C $ 1 ,0 INSURER E: X CITY OF HIALEAH 10050 NE 2ND AVE MIAMI, FLORIDA 33138 FAX 305 - 756 -8972 SHOULD ANY OF THE ABOVE DESCRIBED POLICTEB BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO so SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATn/ES. AUTHORIZED REPRESENTATIVE JAKE KANONITZ THE ANY MAY POLICIES. POLICIES REQUIREMENT, PERTAIN, OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TQ THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR THE INSURANCE AFFORDED SY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. (NSA u • DD' • • • s1- • , . _ . POLICY NUMBER Pot,IGY YFFEGTNE • • 101111..,uN POLICY EXPIRATION • : 1 Ldi,1•, • ••■ LIMBS A ! GENERAL LIABILITY R 'bIl1 C Wl(G E S C $ 1 ,0 X COMMERCIAL OENERALI union. (E f TED PREMISES (Es oxurence) $ 00,000 CLAIMS MADE X OCCUR LA90253098 -09 11/25/2009 11/25/2010 MED (Any one moon) 8 5,000_ PERSONAL &ACV INJURY S 1,000, GENERAL AGGREGATE . S 1.000,000 GEM. AGGREGATE LIMITAPPLIESPER! PRODUCTS - COMP/OP AGC $ INCLUDED PRO- n 7 POLICY LOC n AUTOMOBILE LIABILITY • COMBINED SINGLE LIMIT ANY AUTO (En accident) $ ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ HIREDAIJTO$ BODILY INJURY NON AUTOS (Perncdda+l) $ PROPERTY DAMAGE (Parnccldenl) $ GARAGE LIABILITY AUTO ONLY- EA ACCIDENT $ ANY AUTO EA ACC $ OTHER THAN AUTO ONLY; AGO $ EX_ CESSIUMBRELLALIABILITY EACH OCCURRENCE 1 I OCCUR CLAIMS MADE AGGREGATE $ OF_OUCTISt,E $ RETENTION $ 1 WORKERS COMPENSATION AND EMPLOYERS' LIAEJ ,JTY .. T.ORY_LIM S ■ E E.L. EACH ACCIDENT S ANY PROPRIETORA'ARTNERIEXEOLITIVE OFFICER/MF_MBEREXCLUDED7 d EL. DISEASE - EA EMPL0VEE 1 • Ryes, I ISIO SPECIAL PROVISIONS Detour E.L. DISEASE - POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS 1 LOCATIONS /VEHICLES/ EXCLUSIONS ADDED BY ENDORSEMENT 1 SPECIAL PROVISIONS INSTALL & REPAIR AIR CONDITIONING CERTIFICATE HOLDER ACORD 25 (2001/08) ® ACORD CORPORATION 1988 This_comignatkurqualifiewfonergy p .1k . ii '.- seivice � .�. 110. C rt fi rate of ct be AHRI Certified Reference Number: 3430042 Date: 12/2/2009 Product: Split System: Air - Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number. 4TTR5030E1 indoor Unit Model Number. 4TEH3F42B1 Manufacturer. TRANE Trade/Brand name: XR15 Manufacturer responsible for the rating of this system combination is TRANE Rated as follows in accordance with AHRI Standard 2101240 -2006 for Unitary Air- Conditioning and Air- Source Heat Pump Equipment and subject to verification of rating accuracy by AHRi- sponsored, independent, third party testing: Cooling Capacity (Btuh): 29000 EER_ Ratting (Cooling): 43.00- SEER Rating (Cooling): X16 A • following a rating Indicates a voluntary rerate of previously published data unless accompanied with a WAS which indicates an involuntary rerate. DISCLAIMER AHRI does not endorse the products) listed on this •erflflcate and makes no representations, warranties or guarantees as to, and assumes no the product(s) fisted on this Certificate. AHRI expressly disclaims all lability for damages of any kind arises out of the use or performance of the �u the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed in the directory at www.ahrtdirectory org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and confidential reference purposes. The contents of this Certificate may not, in whole or In part, be reproduced; copied; disseminated; entered into a computer database; or otherwise utilized, in any form or manner or by any means, except for the user's Individual, personal and confidential reference. CERTIFICATE VERIFICATION The infonnatln for the model cited on this certificate can be verified at www.ahridirectoryorg, click on "Verify Certificate° link and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above, and the Certificate No., which Is fisted below. s.. 2009 Air - Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 129042365809687431 k Xso%-: Job Address: Contractor: Comment Sheet Mechanical BUILDING DEPARTMENT Ib050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138 - 2382 TELEPHONE: (3051795-2204 FAX: (305) 756.8972 Review Comments for Mechanical Processor Permit No: 10 —• / ^ [6 39viewer: 9-2-P Phone No: Date: C /L Only the items preceded by an (x) must be corrected. ( ) I Need HVAC design schedule Miami Dade County Chapter 8. ( ) 2 No combustible in plenums. FBC -M 602.2.1. ( ) 3 Auxiliary and secondary drain systems required. FBC -M 307.2.3. ( ) 4 Air handler shall be mechanically attached to air system. FBC -M 603.7. ( ) 5 Equipment on roof over 16' require permanent access. FBC -M 603.5 0) 6 Need balanced return air. FBC -M 601.4. ( ) 7 Provide return air in bedroom and I" undercut door. FBC -M 601.4. ( ) 8 Bathroom shall have window (3 square feet) or be mechanically ventilated. FBC -M 402.3.1 ( ) 9 Condensate drain need to be 3/4 "in diameter larger. FBC -M 307.2.2. ( ) 10 Air handling units in attics must meet all the requirements of . (show Notice to Homeowner) FBC -M 306.3. ( ) 11 Dryer vent shall not be longer than 25'. FBC -M 504.6. if not provide manufacturer's spec of dryer. ( ) 12 Outside air intake shall not be located closer than 10' from any hazardous or noxious contaminant. FBC -M 401.5. ( ) 13 Outside air required. FBC. -M 403.2 ( ) 14 Smoke detector required in system greater than 2000 C.F.M. FBC -M 606. ( ) 15 Fire damper required. FBC -M 607.1.2. ( ) 16 Mechanical equipment shall be designed and installed to ,resist wind pressures. FBC -M 301.13. ( ) 17 Appliance must be protected from damage. FBC -M 303.4. ( ) 20 Guards shall be provided to equipment located within 10' of edge of roof. FBC -M 304.10 ( ) 21 Miami Dade Fire approval for kitchen hoods and fire system required. Miami Dade Fire (iJ) 22 Heat Load calculations required Miami Dade County Chapter 8 & FBC -M 312.1 (®) 23 Energy calculations Miami Dade County Chapter 8 & FBC -M 312.1 ( ) 24 Other Page of 07/0481.0 The- following pages vve-re originally attached to plans with the following permit # • •11 Ir AM NI NI • I 11. MEI Effil • liracil • r- -; 1 1 11 '27 . 117.411747: 6 1,1 bird 4 '• lb‘li NE l Di 17 671 ) v 1 • • • • • • 0 • • • • 1 • • • 10 t) • ••• • • • 0 • • • ••• • • • • • • • • ••• • • • • •046 • • • • • • • •• •• • • IN MN WIN MIMI WM= • • • • 0 • ij 00.00P ••. • • • • • • • • •••••• • ,• • e • • • • • • • • •••••• a • • •• •• •• •• • • • • • • •4•. •• • • ••••• • • ate►• _. a • •••• • • •••• • • • • • • • • • •••• • • •• • •••• • • • • • • • •••• • • •••• Mean Roof Height DESIGN PRESSURES (PSF) - Zone 4 10 15 20 Tributary Area (Sq Ft) 40 45 60 25 30 35 0 -15 ft -50.4 +46.5 -492 +452 -48.3 +44.4 47.8 +43.7 -47.1 +43.1 -46.8 +42.7 -482 +42.3 -45.9 +41.9 -45.5 +41.6 16 ft -51.1 -49.8 -49.0 -48.3 -47.7 -47.3 46.8 48.5 -482 -58.9 +45.4 +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +42.2 18 ft -52.4 - 51.1 -502 -49.5 -48.9 -48.4 -48.0 .47.7 -47.3 -59.2 +48.3 +48.3 +47.0 +48.1 +45.4 +44.8 +44.3 +43.9 +43.6 +43.2 20 ft 53,5 522 -51.3 -50.6 -50.0 -49.5 49.1 - 48.7 -48.4 -59.6 +47.1 +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +442 22 ft -54.6 +50.4 -53.3 +49.0 -52.4 +48.1 -51.6 +47.4 -51.0 +46.8 -50.5 +48.3 -50.1 +45.8 -49.7 +45.4 -49.4 +45.1 24 ft -55.6 -54.3 -53.3 - 52.6 -52.0 -51.5 - 51.0 -50.6 -50.3 -73.9 +552 +51.3 +49.9 +49.0 +48.2 +47.6 +47.1 +46.7 +46.3 +45.9 26 ft -56.8 52 -552 -54.2 - 543.5 5 -52.9 -52.3 -51.9 -51.5 -51.1 -68.9 +53.1 +52.2 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +46.7 28 ft -57.5 +53.0 -58.1 +51.6 -55.1 +50.6 - 54.3 +49.8 -53.7 +49.2 -532 +48.7 -52.7 +48.2 -52.3 +47.8 -51.9 +47.4 30 ft -58.3 +53.8 -56.9 +52.3 -55.9 +51.3 -55.1 +50.6 -54.5 +49.9 -53.9 +49.4 53,5 +48.9 -53.1 +48.5 -52.7 +48.1 32 ft -59.1 -57.7 -56.7 -55.9 54.7 -55.2 5 -54.2 43.8 5 -53.4 57.3 +53.1 +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +49.2 +48.8 34 ft -59.9 +552 -58.4 +53.7 -57.4 +52.7 -58.6 +51.9 -55.9 +51.3 -55.4 +50.7 -54.9 +50.2 -54.5 +49.8 -54.1 +49.4 36 ft -60.6 +55.9 -59.1 +54.4 -58.1 +53.3 -57.3 +52.5 -56.8 +51.9 - 58.1 +51.3 -55.6 +50.8 -55.1 +50.4 -54.8 +50.0 38 ft -61.3 +56.5 -59.8 +55.0 - 58.7 +54.0 -57.9 +53.1 -57.3 +52.5 - 56.7 +51.9 -562 +51.4 55.8 +51.0 -55.4 +50.6 40 ft - 62.0 +57.1 -60.5 +55.6 -59.4 +54.5 -58.6 +53.7 -57.9 +53.0 -57.3 +52.5 -56.8 +52.0 -56.4 +51:5 -58.0 +51.1 42 ft -62.8 -61.1 -60.0 98.5 -59.2 5 -57.9 -57.4 -57.0 -58.6 +57.7 +56.2 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 44 ft -632 +58.3 -61.7 +56.7 -60.6 +55.7 -59.7 +54.8 -59.1 +54.1 -58.5 +53.5 -58.0 +53.0 -57.5 +52.6 -57.1 +52.2 46 ft -63.8 -62.3 -61.2 50.3 -59.6 -59.0 -58.5 -58.1 -57.7 +58.8 +57.3 +562 +55.3 +54.6 +54.0 +53.5 +53.1' +52.7 48 ft - 64.4 -62.8 51.7 50.8 - 60.1 -59.6 -59.0 - 58.6 -58.2 +59.4 +67.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.1 50 ft -64.9 +59.9 -63.4 +58.3 -622 +57.2 -61.4 +56.3 -80.7 +55.6 -60.1 +55.0 -59.5 +54.5 -59.1 +54.0 -58.7 +53.6 52 ft -65.5 -83.9 -62.8 -61.9 -812 -60.6 50.0 -59.6 -59.2 +60.4 +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54.5 +54.0 54 ft - 66.0 +60.8 -64.4 +59.2 -63.3 +58.1 -62.4 +57.2 -61.7 +56.5 - 81.0 +55.9 50.5 +55.4 -60.1 +54,9 -59.6 +54.5 56 ft -66.5 +61.3 -64.9 +59.7 -63.7 +58.5 -62.9 +57.7 -62.1 +56.9 -61.5 +56.3 -61.0 +55.8 50.5 +55.3 -60.1 +54.9 60 ft - 67.5 +622 -65.8 +60.6 -64.7 +59.4 -63.8 +58.5 -63.0 +57.8 -82.4 +57.1 -61.9 +58.6 -61.4 +56.1 -61.0 +55.7 Mean Roof Height DESIGN PRESSURES (PSF) - Zone 5 10 15 20 Tributary Area 30 (Sq Ft) 35 40 45 50 25 0 -15 ft 522 +46.5 -59.8 -58.0 +45.2 +44.4 - 56.7 +437 - 55.6 +43.1 - 54.6 +42.7 - 53.8 +42.3 - 53.1 +41.9 -52.5 +41.6 18 ft -63.1 +47.1 - 60.6 -58.8 +45.9 +45.0 -57.5 +44.3 - 56.3 +43.7 - 55.4 +43.3 - 54.6 +42.9 - 53.9 +42.5 -532 +42.2 18 ft -64.6 +48.3 -62.1 -60.3 +47.0 +46.1 -58.9 +45.4 - 57.8 +44.8 -56.8 +44.3 -55.9 +43.9 -55.2 +43.6 -54.5 +432 20 ft - 68.1 +49.4 -63.5 -81.8 +48.1 +47.1 -60.2 +46.4 -59.0 +45.8 -58.1 +45.3 -572 +44.9 58.4 +44.5 -55.8 +44.2 22 ft -67.4 +50.4 -64.8 -62.9 +49.0 +48.1 -81.4 +47.4 -60.2 +46.8 -59.2 +48.3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft -68.7 +51.3 - 66.0 - 64.1 +49.9 +49.0 -62.6 +48.2 51.4 +47.6 -60.3 +47.1 - 59.4 +46.7 -58.7 +46.3 -58.0 +45.9 26 ft -69.8 +522 -67.1 -65.1 +50.8 +49.8 -63.8 +49.1 -82.4 +48.4 -61.4 +47.9 -60.4 +47.5 -59.6 +47.1 -58.9 +48.7 28 ft -70.9 +53.0 -882 -66.2 +51.6 +50.8 -64.6 +49.8 -63.4 +49.2 -62.3 +48.7 - 81.4 +48.2 -60.6 +47.8 -59.9 +47.4 30 ft -72.0 +53.8 -692 -67.1 +52.3 +51.3 -65.6 +50.6 -64.3 +49.9 -63.2 +49.4 52.3 +48.9 51.5 +48.5 -60.7 +48.1 32 ft -73.0 +54.5 - 70.1 58.1 +53.1 +52.0 -68.5 +51.3 552 +50.6 - 64.1 +50.1 - 63.1 +49.6 -62.3 +49.2 51.6 +48.8 34 ft -73.9 +552 -71.0 - 88.9 +53.7 +52.7 - 67.3 +51.9 56.0 +51.3 - 64.9 +50,7 - 84.0 +50.2 -83.1 +49.8 -82.4 +49.4 38 ft -74.8 +55.9 -71.9 -89.8 +54.4 +53.3 - 68.1 +52.5 -66.8 +51.9 -85.7 +51.3 - 64.7 +50.8 - 63.9 +50.4 -83.1 +50.0 38 ft -75.7 +56.5 -72.7 -70.8 +55.0 +54.0 -68.9 +53.1 -67.6 +52.5 58.5 +51.9 -65.5 +51.4 54.6 +51.0 -63.8 +50.6 40 ft -78.5 +57.1 -73.5 -71.3 +55.6 +54.5 -69.7 +53.7 -68.3 +53.0 -67.2 +52.5 -66.2 +52.0 -65.3 +51.5 -64.5 +51.1 42 ft -77.3 +57.7 -74.2 -72.1 +582 +55.1 - 70.4 +54.3 59.0 +53.6 -67.9 +53.0 58.9 +52.5 -66.0 +52.1 5 52 +51.7 44 ft -78.0 +58.3 -75.0 -72.8 +56.7 +55.7 -71.1 +54.8 -69.7 +54.1 -68.5 +53.5 -67.5 +53.0 -66.6 +52.6 -85.8 +52.2 46 ft -78.8 +58.8 -75.7 -73.5 +57.3 +582 -71.8 +55.3 - 70.4 +54.6 -692 +54.0 -68.2 +53.5 57.3 +53.1 -86.5 +52.7 48 ft -79.5 +59.4 -76.3 -74.1 +57.8 +56.7 -72.4 +55.8 - 71.0 +55.1 -69.8 +54.5 -68.8 +54.0 -67.9 +53.6 -67.1 +53.1 50 ft -80.2 +59.9 -77.0 -74.8 +58.3 +572 -73.0 +58.3 -71.6 +55.8 -70.4 +55.0 -69.4 +54.5 -68.5 +54.0 -67.6 +53.6 52 ft -80.8 +60.4 -77.8 -75.4 +58.8 +57.6 -73.6 +56.8 -722 +56.1 -71.0 +55.4 5 9.9 +54.9 -69.0 +54.5 -68.2 -68 +54.0 54 ft -81.5 +60.8 -78.3 -76.0 +59.2 +58.1 -74.2 +572 -72.8 +56.5 -71.6 +55.9 - 70.5 +55,4 -69.6 +54.9 -68.7 +54.5 56 ft -82.1 +61.3 -78.9 -76.8 +59.7 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +58.3 -71.0 +55.8 -70.1 +55.3 -69.3 +54.9 60 ft -83.3 +622 -80.0 -77.7 +60.8 +59.4 -75.9 +58.5 -74.4 +57.8 -73.2 +57.1 -72.1 +56.8 -71.1 +56.1 -70.3 +55.7 03/02/2009 - 5:01pm troyb 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES V 8 r m -o F:\03 Elements \10 Loading \11 Calculators\ASCE 7 -05\ FLB - ASCE 7-02 Pressure Charts (0- 60).dwg REMARKS INIT ISSUE REVISE FOR 07 FBC DRWN CL TSB CHKD FLB FLB DATE 04/19/06 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. ALTERATIONS, ADDI11ONS, HIGHUGHTNG, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. EXTERIOR ZONE 5 PRESSURES 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING WIND VELOCITY =146 MPH EXPOSURE 'C' INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRFCSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS: WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIQR ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRE StURES E AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODES. L GENERAL NOTES: - 1. THESE CHARTS ARE O� AS A S SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & ED SEALED BY NK'L. - BOINARDO, P.E. PRESSURES 2. USE THIS SPECIFICATION IS TABLES ND CoRRES ON�}IN U B ELOCITY OSURE AND OTHER D COEFFICIENTS LISTED HE ACL'BE DICTATED-AND-VERIFIED BY THE GOVERNING BUILDING DEPARTMENT ANI9 PERMIT HOLDERA FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION ISOOTiNTENGEb T 00 AN}' APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WINppVELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL°CONST.RUCFION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIArFACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCp1 = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd=0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL` DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. a a �I I - ELEVATION 1 WALL ZONE FIGURES ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 P11: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH #9886 MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd PEAK ROOF HEIGHT MEAN ROOF HEIGHT MIAMI•iaAD COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Pino's Windows Corporation 6860 NW 75 Street 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 mayy 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 4000 Aluminum Sliding Glass Door — N.I. APPROVAL DOCUMENT: Drawing No. W01 -28, titled "Series -4000 Aluminum Sliding Glass Door (N.I.) ", sheets 1 through 4 of 4, prepared by A1- Farooq Corporation, dated May 24, 2001 with the last revised on May 25, 2007, signed, sealed and dated May 30, 2007 by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None. Approved shutters complying w/ FBC are required. 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. ..� °1 RENEWAL of this NOA shall be `c`pnsidere1 afte en ewal application has been filed and there has been no change in the applicable buildin ' code negativ,, ly a eeting the performance of this product. TERMINATION of this NOA Voce r of er the ex date or if there has been a revision or change in the materials, use, and/or manufacture of the .pro o ss. Misuse of this NOA as an endorsement of any product, for sales, advertising other p I automatically terminate this NOA. Failure to comply with any section of this NOA s hall b for e J cause te na on and removal of NOA. ADVERTISEMENT: The O'A Qnu her; prec the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising li erature. 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 aad.repens N # 06 - 1004.01 consists of this page 1 and evidence page E -1, as well as approval doe+>:men tilehtt ngd1bpvp. The submittoci doh tnetit tidn yva$ vie ied by Jaime D. Gascon, P. E. • .• ••• • ••• • • ..•(2,4V4(1 ° �• • • • • 4.4 • • • ••• • • • • •• • • • • • . • • • • • • •• • ••••• • • • • • • • ••• • • • • ••• •• •• 5 141) ( G" &AS 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.m iamidade.gov/buildingcode NOA No 07- 0621.03 Expiration Date: December07, 2012 Approval Date: September 13, 2007 Page 1 • • •••• • • • • • . ... • •• • • •••• • • • • • •••• • • • •••• • • • • • • • • . •• •• •• •• • • • • • • • • • • • • • • • • • • • •••• • •• 1 Pino's Windows Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W01 -28, titled "Series -4000 Aluminum Sliding Glass Door (N.I.) ", sheets 1 through 4 of 4, prepared by A1- Farooq Corporation, dated May 24, 2001 with the last revised on May 25, 2007, signed, sealed and dated May 30, 2007 by Dr. 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 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 4988, dated August 18, 2006, signed and sealed by late Edmundo Largaespada, P.E. "Submitted under NOA# 06-1004.01" 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. 1FTL- 1395, dated July 17, 1996, Test Reports No. FTL -1405, dated April 12, 1996 and FTL -1445, dated October 9, 1996, and retested on January 6, 1998, all signed and sealed by late Gilbert Diamond, P.E. "Submitted under NOA# 06-1004.01" C. CALCULATIONS 1. Anchor Calculations, Comparative analysis and complying w/ FBC 2004, prepared by Al Farooq Corporation, dated May 24, 2007, signed and sealed by Dr. Humayoun Farooq, P.E Complies with ASTM E1300 -98/ 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of compliance and of no financial interest, dated May 24, 2007, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Lab compliance statements, part of above referenced test reports. G. OTHER !E: • • • :r • • •• • • ••• • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • •• • • • • • • •• ••• • • • • ••• • • • ••• • • • ••• • • • • • • • • • • • • • • • ••• • • E -1 Jaime D. Gascon, P. E. Chief, Product Control Division NOA No 07- 0621.03 Expiration Date: December07, 2012 Approval Date: September 13, 2007 t •••• • • •• • •••• • • • • • • • • • • • • • • • • •• •• •• •• • • • • • • • • • • •••• • • • •••• • • • • • • • • •••• • • •• • •••• • • • • • • • •••• • • •••• DESIGN LOAD CAPACITY - PSF (STANDARD SILL) PANEL WIDTH NOMINAL DOOR HEIGHT 3/16" TEMP. GLASS NO REINF. MED. REINF. EXT.(+) I INT.( -) EXr.( +) ENT.( -) 4/0 5/0 (6/8 46.7 1 74.6 46.7 ' 112.4 �,� 65.2 46.7 98.2 -' �V 46.7 81.6 465 48.5 46.7 j 73.1 2/6 3/0 4/0 5/0 8/0 i t 46.7 ' 46.7 59.9 46.7 90.2 51.8 1 46.7 1 78.1 42.1 l 42.1 46.7 63.4 36.7 36.7 46.7 j 55.3 DESIGN LOAD CAPACITY - PSF (111 -RISE SILL) PANEL 3/19" TEMP. GLASS NOMINAL H DOOR ! NO REINF. MED. REINF. EXT.( +) INT.( -) EXT•( +) INT.(-) Ft./1N. Fr./IN. 1 2/6 I 70.0 1 74.6 70.0 112.4 3/0 6/8 65.2 65.2 70.0 98.2 4/0 46.7 54.1 54.1 70.0 81.6 5/0 3/0 48.5 48.5 70.0 73.1 2/6 59.9 59.9 70.0 90.2 3/0 8 0 / 51.8 51.8 70.0 78.1 4/0 42.1 42.1 63.4 1 63.4 5/0 .36.7 36.7 55.3 1 55.3 DESIGN LOAD CAPACITY - PSF (STD. SILL) PANEL j WIDTH /v.- NOMINAL :1 GHT . Ft. /IN. ' Fy. /1N. 3/18" TEMP. GLASS HEAVY REINF. EXT.( +) INT.( - ) 2/6 ; ; 3/0 4/0 4/5 °ey 6/8 4.6.7 I 124.1 48.7 46.7 + 108.4 1 90.0 46.7 1 84.5 2/6 3/0 4/0 8/0 46.7 99.6 46.7 i 86.2 46.7 {, 70.0 DESIGN LOAD CAPACITY -PSF (AI -RISE SILL) PANEL NOMINAL Fr./IN. H DON EIGHT FL/IN. 3/16" TEMP. GLASS HEAVY REWF. EXT -( +) INL( -) 2/6 70.0 124.1 3/0 6/8 70.0 108.4 4/0 70.0 90.0 4/8 70.0 84.5 2/6 70.0 99.6 3/0 8/0 70.0 j 86.2 4/0 70.0 I 70.0 F -3/16" TEMP. GLASS GLAZING DETAIL. SCALE 1 : 1 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 SERIES 400 ALUMINUM SLIDING GLASS DOOR SEE CHART ABOVE FOR DESIGN LOAD CAPACITY OF DESIRED PANEL SIZE. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDmON INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCF/Of2S SSi a E E (AS. L D,. SPACED AS SHOWN ON DETAILS, ANCHORS EMBE!AENT A) a*5E 3u4A3 EfriLP SW LL BE BEYOND WALL DRESSING OR STUCCO. ANCIi0RIt46•OR•4O.DINC doworrioNS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A bOAD,.DURAT1O.J I11C ASE IN ALLOWABLE STRESS IS USED IN DESIGN OF A4ICCIOR$ INTO :WSOD. NLY.: .' • ••• • • CO�� •INCLUDING 8 h I4bT'Utarf =0 STEEL /METAL SCREWS, THAT COME INTO WITH • CSfliER'DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. • • • • • • • • • • ••• • • • • • • • • • • • •• •• • • • • • ••. • • • •• • • ••• • 6" MAX. TYP. HEAD /SILL CORNERS 1 1 / s 41 r ds - ( �p�ry1 SOn r4S12C XO (SHOWN) OX (OPPOSITE) xX J // //// // / / 56 3/4" MAX. D.L. OPG. 61 1/4° MAX. PANEL WIDTH 6 I 1 n M j XXO (SHOWN) OXX (OPPOSITE) OXO 181" MAX._ DOOR WIDTH TYPICAL ELEVATION xxo TESTED UNIT APPROVED CONFIGURATIONS DOORS NOT RATED FOR IMPACT. INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. J XXX 16" MAX. 1 HEAD /SILL , Engr, Of'. HUMAYOUN FAR000 STRUCTURES FLA. PE 16557 C.A.N. 8 MAY 3 0 2007 OXXO Division • • • • • • • • • • • • • • • •• • • • • • PROIACC :LISEA as wapitina wtth a Fiona Building Codo� Acceptance N o 0� .`Q7J.GlL+ Llatc �j • • r rn Q tn Z• IA_ m z 0 Z (0c . w CL M 2 ,N r5 V to m Q N E. 7 rd o 0 tfl 0 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • •• • ••• • • • ••• drojvinsi :no. sheet 1 of 4 • • • • • • •• • • • • • •••• • • • • •••• • • • • • • • • •• • • • • ••••• •••••• • •• • • •••••• • • • • • • • •• •• • • • • • • •••• • • •• • ••••• • • •••••• • • •••• •••• • • • •••• • • • • • •• •• • • • • • •••• • • • • • • • • • • • • • • • •• •• • • • •• • • • • • • • • • • • • • •••••• • • •• •• • • • • • • • • • • • •• f 0 z 8 0 x x • • • • ••• e a 0 0 • • • •. • •• •• G • • • ••& • •• WEEP NOTCH 4 1 LONG ••• • AT ENDS • • • • • • • • •• • • • ••• ••• • • • • • • • ••• • • • •• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • TYPICAL ANCHORS ,, IN PAIRS / ,SEE ELEV. FOR SPACING N' 1 • • NO E&1 ?ORCING z 0 2 11 1' n e ° TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS SEE ELEV_ FOR SPACING 7• TYPICAL ANCHORS IN PAIRS i\ SEE ELEV. FOR SPACING / h / \ ° 1 a • \ , a 4 1• ` C ° • It MED. REINFORCING HEAVY REINFORCING ° 4 d 4 Y w ce 0 7 n 4 v s WEEP NOTCH,' 1" LONG AT ENDS °• c a A ° IYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING METAL STRUCTURE MAY 3 0 2007 MIAMI -DADE COUNTY APPR'0 MULLION SEE SEPARATE NOA 4 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1J4" DIA TAPCON$ INTO 28Y WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD RU 1BY WOOD BUCKS INTO MASONRY OR CONC. 1 -1/4" MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO CONCRETE OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE OR MASONRY \\ v _ TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURES NOT BY PINO WINDOWS MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. #14 SMS OR SEI F_ DRILLING SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) X12 SM4 INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) ANCHOR EDGE DISTANCE$ INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4' MIN. SEALANTS: ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH 'SCHNEE MOREHEAD 5504' SEALANT. LOCKS: SURFACE MOUNT ZINC CAST HOOK LOCK BY 'DELTA IND.' OR NATIONWIDE AT 39 -3/4" FROM BOTTOM ON EACH ACTIVE PANEL LOCK STILE WITH KEEPER FASTENED AND SECURED TO JAMB AT LOCK POSITIONS. •• • • • • En gr DR. HUUAYOUN FAR000 STRUCTURES FLA. PE if 16537 C.A.N. 536 • • •• • • • • • • • • • ••• • • • • • • •• •• • • • • • ••• • • • PRODUCT °z'Z ED • • • • as comply rn Ulf! tht Flollida • • Building Coda ay Acceptant No 01 - O( O Expirati• Datc ,`'T 4 111i-ti 3 •• • • o BY • Mi • ec' +pde Divis to al 1i rZ • � I to I O o a. utecL o U I_ tn M • Zi'2 6 ig 3 Oo • C.0 c 0 > z' CC o I 1 a I •• 11 • g 1 :4.: m ii ' • L drarrintt 1+o. • V%1 J28 (sheet 2 of 4 • • • • • • • • • •• •• • • 0 a '0 0 0 0 a a 0 0 0 a Z csi • • • • • ••• ;I I 0 CO t r .. CO J1 ITC 0 N • � • 0 aC d LL • • • • • • • • • • • • • .' • •••• • • • •••• • • • • • • • • • • • • • • .111•• .• • 00000 00000 • •• •• • • • • •••• • • • • •••• • •••• • •••• •••• • • • • • • • •• •• • • • • • • •••1 • • •• • • • • • • •• •• • • • • •• • • • • • •••• • • •••• • •••• • • • •••• • • • •••• • • • • • • •• • • • •• •• • • • • • • • • • • • •• f 1/4° SHIM MAX. h•- 2BY WOOD BUCK W*1 STRUCTU TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING /TYPICAt •ANC,ifli S • -IN P4 RS SEE ELEV. F' & MI* • • • • • • •• .. ... .. • • ••• • • • • • • • • • • • • • • . • • • .• • • • ••• • • • • • • • •• • • • • ••• • • • • • • ••• • • • • • • •• • • • • • ••. • • • • • . • • • • • ••• • • • • 0 . = • • • • • 0 0 •.• • _• • .. .. • D.L OPG. .MOVING PANEL _ #10 X 1 -1/4" FH SMS 4 PER ANGLE 1 #10 X 1 -1/4" FH SMS 2 PER ANGLE �I f � 0 PANEL WIDTH D.L OPG. 1- r -- r Nu Rt.j'FORCING SCREEN OPT. #8 X 1" SMS EXTERIOR DOOR WIDTH MEDIP'M Rk...r:N FORCING HEAVY REINFORCI i G MOVING PANEL 1 #8 X 1/2" SCREWS D.L. OPG "ANEL WIDTH �\ Engr: DR. HUMAYOUN FARO00 STRUCTURES FLA. PE # 16557 C.A.N. 3538 VIP 3 0 2007 1/4" SHIM MAX. 1BY WOOD 8UCK • • TYPICAL NCH(tR •• • • • •00 • • • Division .•. • 000 • • • • a 00 •• • • 8 C N 0 (0 Q• � S U z 0 tel drawing no. m • • �� • es co:Y: ;. .he Florida ' • Boildir% t.:mo • • • • • .. s Acu itt4e tile Ie • ”' o -,1 °u• fi •_ ' O rp , m• a at • W 1 28 • • • •• • • • ••• • • ?h$et 3 ca 4 • • • • • • • • • • ▪ • • • • • • •.. • • . ••• . • • • • • • • •• • • • •.•••• • • • • • • • • •• • • ••• • •. • •••• • •••• • • • .•. • • •••• • • • • • • •• .•. •.. • •. • • •••• • • • • • • • •. •• • • • • • • • • • •••• • •• • • • •• • • • • • •• •• • • • • .• • • • • • • •••• • • • ••• • • • . •• • • • • ITEM PART # REQD. DESCRIPTION MATERIAL MANP. /SUPPLIER /REMARKS 1 t PW -5 -000 -1, 1 FRAME HEAD 8063-76 - 2 PW -5 -000 -2 1 1 STANDARD FRAME SILL 6063 -16 - 2A 3 I HI -RISE FRAME SILL 6063 -T6 Y - PW -5 -000 -3 2 IFRAME JAMB 6063 -T5 - 4 PW -5 -000 -4 2/ PANEL 1 TOP & BOTTOM RAIL 6063 -T5 - 5 PW -5 -000 -5 1/ PANEL LOCK STILE 6063 -T5 - 6 PW -5 -000 -8 1/ PANEL INTERLOCK 6063 -T5 - 7 PW- 5 -0009H 1/ PANEL FEMALE ASTRAGAL 6063 -15 - 8 PW -5- 000 -10 1 ASTRAGAL STIFFENER 6063 -T5 - 9 - 4/ FIX. PANEL FIX. PANEL CLIP ALUM AT 24 0.C 10 11 12 - FP-22.3 AS REQD. GLAZING GASKET VINYL PROTOTYPE PLASTICS FP -37 AS READ. FLAP WEATHERSTRIPPING VINYL PROTOTYPE PLASTICS 5553 AS REQD. PILE WITH FIN WEATHERSTRIPPING - ULTRAFA8 13 2023 AS REDD. PILE WITH FIN WEATHERSTRIPPING - ULTRAFAB 14 2021 AS REOD. PILE WITH FIN WEATHERSTRIPPING - ULTRAFAB 15 - 1/ PANEL. PANEL RETAINER CLIP (9/16 X 7/8 X 1/8 X 4" LONG) ALUM AT FRAME SILL 16 17 - 1 ASTRAGAL RETAINER CUP (3/4 X 314 X 1/8 X 1 -3/4° LONG) ALUM AT FRAME HEAD - 2 FIXED INTERLOCK CUP (2 X 2 X 1/8 X 4 -1/4" LONG) ALUM AT FRAME HEAD AND S1LL 18 - AS REOD. INTERLOCK REINF. BAR (1 -1 /2" X 1/41 STEEL FOR MEDIUM DOORS 19 - AS REQD. INTERLOCK REINF. BAR (1 -1/2" X 1/21 STEEL FOR HEAVY DOORS 20 - AS REOD. BOTTOM RAIL REINF. TUBE (3/4° X 3/4 X 1/81 ALUM - 21 30025/902 1/ MOV. PANEL FLUSH MOUNT HOOK LOCK - AT 39 -3/4" FROM BOTTOM 22 - - LOCK KEEPERS AT LOCK LOCATIONS - AT 39 -3/4" FROM BOTTOM 23 19- 7623 -212 2/ NOV. PANEL ROLLER ASSEMBLY - REFLECTOLITE PRODUCTS 24 #10 X 3/4" 1/ CORNER PANEL ASSEMBLY SCREWS - - .937 1.014 2.000 1905 .093 r°-- 4.000 - -- -� - - .062 TYP. 1.850 .062 -' -1.345 � '-- -1.688 -a+ LOCK STILE .375 I .649 L- �t .375 -°+ .875 TOP /BOTTOM RAIL .1251 1m- T______ I .062 TYP. 1.250 1 .500 1.250 --I .688 L FRAME JAMB •• ••• • • • , • • •• 1.312 • ••• • ••• • • • • • • • • • • • . • . • • • •• • • • • • •• • ••• • fl a. PANEL CLIP FRAME HEAD • • • • • • • • • •.• • • • • • • • • • •• •• • • • ••• • • • ••• 1.500 1.188 • • • • • • • • • • • • • •• •• • • .719 - 1.781 n 1 .078 1.840 --.01 r - .062 r - 2.402 -- -o+ FEMALE ASTRAGAL 4.406 FRAME SILL (STD. 4.4 r .-- 7,. 406 --° -1.750 -1.6 -1 FRAME SILL (HI-RISE) INTERLOCK .750 STIFFENER .708 r- I 2.000 3.000 .378 A .375 1.188 f 2.242 2.562 J f 1 I� - 1.594 -I Engr. DR. HUMAYOUN FAR00Q STRUCTURES FLA. PE # 16557 C.A.N. 3538 MAY 3 0 2007 •• • • • • • •y am,l y� • � ! as coz1 yi6g vlith tNe F184da • Building Code Acceptance - on Date Z. 07 • e- _ _f'- _ 11110.- ,f,... NIi Division • m c 0 a) .> v v '0 0 • • ••• • • • - -- • • �• • • • • ••• • • • • • • • • • • • • • •• •• • • • • •• •• ••• • • ••• • • f 0 0 N o e l ; a ^ h 1>. a ✓ ° I Y I a o � r . • drpwit ; no. WO 1' '-28 sheet 4of 4 • • • • • • • • • • • • • • • •••• • • t •• t.•• • • • • • • • • • • • • • •• • • 1 •••••• • • • •' • • • • • • •• • • • • • • • • • • • • ••• • ••• • • • •••• • • • • • • • • • • • • •• •• • • • •••• • • • •• • • • • • • • • • • • •• • • • • • • •• • • • •••• • • •• •• 000000 • • • • • • • • • • • •• w / R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Report No. Date: ASTM E84-00 EQ -E84 -00-04 Apri118, 2008 Evaluation of Equivalence of ASTM E84-00 to ASTM E84-04 A.STME84 -04 Conditioning: Condition specimens to a constant weight at the temperature and humidity stated below: 73.4 ± 5 ° F 50±5 %RH Test Specimen: 20- 1/4 " ±3/4" x 24' ±1/2 ", butted against vent end of chamber. Continuous length or joined end -to -end. Truly representative of the materials for which results are desired. Upstream end of chamber shall have a 14" ±1/8" length of 16 gauge steel sheet placed on the specimen mounting ledge in front of and under theleadi eljgeothe f„ specimen. Test Atmosphere: 73.4+-5 50±5 %RH Procedure: 1. Establish draft readin water column 2. Arithmetic average ai at 73.4±5 shall be 2 3. Place the specimen in the chamber and place the removable top in position over the specimen. 4. With draft operating, keep the specimen in place for 120±J, %W its s�riorto �p 1y ng�t flame. 5. Ignite gad 4natura3 os n ane) eradjusted to 5,000 Btu/Ain. : • .. 0•6 . . • • • 6. Record flame front travel distance versus time at 30 second intervals or each 2' of flame front • • .• • ••• • • travel.. • . • • • • • • 7. Record smoke densip•phote } ahl 5 se o�i . .. •• • • intervals ... • • • s (4_ t 1 A/c_ 10 ()la Conditioning: Condition specimens to a constant weight at the temperature and humidity stated below: 73.4±5 50±5 %RH Test Specimen: 20" to 24" wide x 24'±1/2" long, butted against vent end of chamber. Continuous length or joined end -to -end. Truly representative of the materials for which results are desired. Upstream end of chamber shall have a 14" ±1/8" length of 16 gauge steel sheet placed on the specimen mounting ledge in front of and under the leading edge of the specimen. Test Atmosphere: 73.4 ±5 50 ±5 %RH Procedure; 1. Establish draft reading of 0.055 to 0.100 in. of water column 2. Arithmetic average air velocity within the furnace, at 73.4±5 shall be 240±5 FPM. 3. Place the specimen in the chamber and place the removable top in position over the specimen. 4. With draft operating, keep the specimen in place for 120115 seconds prior to applying test flame. 5. Ignite gas (natural or methane) burner adjusted to 5,000 Btu/Min. 6. Record flame front travel distance versus time at 30 second intervals or each 2' of flame front travel. 7. Record smoke density photocell at 15 second intervals ••• • • • • ••• • • R:\LIBRAR]ES \Codes 4 Star 1ardslECI' TAIZARbS\E(IJIVALENCY OF STANDARDS REPORTS\EQ- E84- o0- 04.doc • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Page 1 of 2 • • 0000 • • • • 0 ... • 0. • • • • • • • ..0. • • • 0000 • • • • • • • • • .0 00 .. .. • • • • • • • • • • • • • • • • • • • 0000 • .. • • 000* • • ASTME84 -00 Continued Procedure contiued: 8. Plot flame spread distance, temperature and change in smoke density photocell readings separately. 9. Flame spread distance = observed distance minus 4.5 feet. Flame spread index(FSI) calculation: 1. Determine the total area (A under the flame spread distance -time graph. 2. When AT <= 97.5 ft -min., FSI = 0.515 AT. 3. When AT > 97.5 ft -min, FSI = 4900/(195 - A Smoke developed index calculation: 1. Determine the total area (A under the smoke density - time graph for the specimen. 2. Determine the total area (ARed_oak) under the smoke density - time graph for the Red -Oak. 3. Smoke developed index = (A / ARed_oak) times 100, then rounded to nearest multiple of 5. Accordingly, other than minor revisions and clarifications of the specimen size, ASTM E84 -00 is equivalent to ASTM E84 -04 referenced in the 2007 FBC and therefore meets the intent of the code. .. • • • • • • • • • •• . • • • .• • •■ • .. • • • •• • . • • •. • • .• • • • • • . • •. • • • • • • • •• • •• • • • •• • • • • •. • ••• .• ASTME84 -04 Continued Procedure continued: 8. Plot flame spread distance, temperature and change in smoke density photocell readings separately. 9. Flame spread distance = observed distance minus 4.5 feet. Flame spread index(FSI) calculation: 1. Determine the total area (AT) under the flame spread distance -time graph. 2. When AT <= 97.5 ft-min., FSI= 0.515 AT. 3. When AT > 97.5 ft -min, FSI = 4900/(195 - A Smoke developed index calculation: 1. Determine the total area (AT) under the smoke density - time graph for the specimen. 2. Determine the total area (ARed.oak) under the smoke density - time graph for the Red -Oak. 3. Smoke developed index = (AT / ARed -oak ) times 100, then rounded to nearest multiple of 5. Wendell W FL P.E. 4158 ••• • • • • ••• • • R:ILIBRARIES \Codes 4 StaydardsVE ITAA • IDADDS\E4UIVALENCY OF STANDARDS REPORTS\EQ- E84- 00- 04.doc • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Page 2 of 2 • • •• • •••• • • • • •• •• .. •• • • • • • •••• • . • • • • • • • • • •• •••• • • • • • •••• • • • •••• • • • •••• • • • • • • PF1378 JA I L - R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Report No.: Date: Product Category: Product sub - category: Product Name. "Premium" & "Construction" Series Inswing / Outswing "Impact" Manufacturer: Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Wendell W. Haney, P.E. (System ID # 1993) for Therma -Tru Corporation based on Rule Chapter No. 9B- 72.070, Method ld of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. RW Building Consultants and Wendell W. Haney, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code (2007 Edition) See Drawing No. FL- 10599.1 prepared by R W Building Consultants, Inc. and signed and sealed by Wendell W. Haney, P.E. (FL # 54158) for specific use parameters. •• ••• • • • • • •. • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • ••• • • • • • • •• • • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Prod t Evaluation Report April 17, 2008 Exterior Doors Swinging Exterior Door Assemblies Therma -Tru Corporation 118 Industrial Drive Edgerton, OH 43517 Phone 419.298.1740 Wendell , . • • - P.E. FL No. 54158 April 17, 2008 Sheet 1 of 3 • •••• • • .. • •••• • • • • • • • • • • • • • • • • • • • •• •• •• •• • • • • • • • • • •••• • • • •••s • • • • • • • • •••• • • •• • •• • • • • • • • •••• • • •.•• Supporting Documents A. Drawing 1. Drawing No. FL- 10599.1 prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), signed and sealed by Wendell W. Haney, P.E. 3 Tests 1. Materials (Therma -Tru Corporation Insulated Steel Door Panel) testing per ASTM E84 -00a (ASTM E84 -00 is equivalent to ASTM E84 -04 referenced in the 2007 FBC as evidenced by the comparison evaluation report EQ- E84 -00 -04 signed and sealed by Wendell W. Haney, P.E.) as performed by Omega Point Laboratories and reported in test report 15427- 107362, dated August 28, 2000, signed by William E Fitch, P.E. 2. Materials (Polyurethane Foam Core) testing per ASTM 1929- 96(2000)e01 as performed by Architectural Testing, Inc. and reported in test report ATI 67508.01- 106 -18, dated August 30, 2006, signed by Joseph A. Reed, P.E. 3. Testing per TAS 201 -94, 202 -94 & TAS 203 -94 as performed by Testing Evaluation Laboratories, Inc. and reported in test report TEL 06- 0717 -1, dated July 17, 2006, signed by Wendell W. Haney, P.E. 4. Testing per TAS 201 -94, 202 -94 & TAS 203 -94 as performed by ETC Laboratories and reported in test report ETC 01- 741 - 11004.0, dated July 6, 2001, signed by Joseph L. Dolden, P.E. D Other 1. Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma -Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. PF1378 Calculations 1. Product anchoring for tested specimens is in accordance with manufacturer's published recommendations as substantiated by tested specimens reported in test report TEL 06 -0717- 1 and ETC 01 -741 - 11004.0. Additional product anchor analysis for loading conditions prepared, signed and sealed by Wendell W. Haney, P.E. 2. Buck anchor analysis for loading conditions prepared, signed and sealed by Wendell W. Haney, P.E. 3. Glass load capacity calculations prepared, signed and sealed by Wendell W. Haney, P.E. •• ••• • • • • • 11 • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • •• • •• • • • • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • endell W FL No. 5 15 April 17, 2008 Sheet 3 of 3 • i •• • •••• • • • s • • • • • • • • • • • • s • • • • •• •• •• •• • • • • • • • • • •••• • • • •••• • • • • • • • • •••• • a• • •••• i • • f ! •••• • • •••• • • PF1378 Limitations 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL- 10599.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal outswing item #31 meet water infiltration requirements for "HVHZ ". 8. Inswing configurations and outswing configurations when using item #18 and item #33 do not meet the water infiltration requirements for the "HVHZ ". Inswing units shall be installed only in non - habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees." 9. See drawing FL- 10599.1 for size and design pressure limitations. •• ••• • • • • • •• • • • • • • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• • •• • • • • • ••• • • • ••• • 0 • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Wendell W FL No. 5415 April 17, 2008 Sheet 2 of 3 0040 • • .0 • 0000 • • • • • • • • • • • • • • • • o o • • •• •• •• •• • • • • • • • is • •••• • • • •••• • • • • • • • • • • • •• • •••• • • • • • • •a•• • • INSWING OUTSWING 37.75" x 82.00" 37.75' x 80.62" "PREMIUM" & CONSTRUCTION" SERIES' STEEL DOOR INSWING / OUTSWING "IMPACT" GENERAL NOTES 1. This product has been evacuated and Is in compliance with the 2007 Florida Building Code (FBC) structural requiremments :including the 'High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used In the "HVHZ° this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 FBC and does not require an Impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM El 996.. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer orregistered architect. • • • • • • • • • • • THERMA IIRU THERMA TRU DOORS Outswing configurations using coastal outswing item HZ". 1 1 B INDUSTRIAL DR., EDG3ERTON, OH. 43517 Y '. TEL. (41 9)299 - 1740 ••• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • •• ' ••• • • • • • • • meet water infiltration requirements for Inswing configurations and outswing configurations when using item #18 and item #33 do not meet the water infiltration requirements for the "HVHT'. Inswing units shall be installed only in non - habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees." 37.75" MAX. FRAME WIDTH 36.00° MAX. PANEL WIDTH "FR d� °CO Qjb,• SERIESDOORS 0 (7 S /10G �LC $# P 13 116 72 -5 /( o •• • • • • • •• • • • • • • • • ••• • • • • • • • • • 000 • • • • • • • • • 111 • • • • ••• • • • • ' i ••• • • • • • • • •••• • z 0 to z 0• • • TABLE OF CONTENTS SHEET II DESCRIPTION 1 Typical elevations, design pressures & general notes • • •Z • • PrAmILIM Series Door panel construction details 3 ' .: tahst'ruotivn Serer Door panel construction details 4 • • Figrbgttcl cirips sections 5 _ Vertical cross sections 6 Buck and frame anchoring 2X buck masonry construction •:•7 •' • • Mine otcylotrIctlX buck masonry construction _ B4 Qt Mat el apd components : _ 8• : INSWING OUTSWING 37.75" x 82.00" 37.75' x 80.62" "PREMIUM" & CONSTRUCTION" SERIES' STEEL DOOR INSWING / OUTSWING "IMPACT" GENERAL NOTES 1. This product has been evacuated and Is in compliance with the 2007 Florida Building Code (FBC) structural requiremments :including the 'High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used In the "HVHZ° this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 FBC and does not require an Impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM El 996.. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer orregistered architect. • • • • • • • • • • • THERMA IIRU THERMA TRU DOORS Outswing configurations using coastal outswing item HZ". 1 1 B INDUSTRIAL DR., EDG3ERTON, OH. 43517 Y '. TEL. (41 9)299 - 1740 ••• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • •• ' ••• • • • • • • • meet water infiltration requirements for Inswing configurations and outswing configurations when using item #18 and item #33 do not meet the water infiltration requirements for the "HVHT'. Inswing units shall be installed only in non - habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees." 37.75" MAX. FRAME WIDTH 36.00° MAX. PANEL WIDTH "FR d� °CO Qjb,• SERIESDOORS 0 (7 S /10G �LC $# P 13 116 72 -5 /( o •• • • • • • •• • • • • • • • • ••• • • • • • • • • • 000 • • • • • • • • • 111 • • • • ••• • • • • ' i ••• • • • • • • • •••• • z 0 to z 0• • • •••• • • • • •••• • • • •• • •• •• • •• •• • • •••• • • • • • • •• • • • • • • • • • • • 1 .11•• •• .• • • •••••. •••• • • •••••• • ••1.• •• • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • •• • •••• • • •••• • •••..• • •• •• •• • • • • • • 1 111•• • • • •••• • • •••• • • • • • • • • • • • • • • • 1 • • • • • • • • • • • •..•.• • • 11 ••11 • • • •..•.. .•••• • • 1 111• • • ••.••• • • OOOOOO • • • 1111.. rt. `f1 - rrujeusv- rujeu. ruuer5 rruj 1JU1 1.3/0 \U. KWOI. urawings\m- luJ`J`J\rt- lu7yy.1- .,.owg, moues IN C° I • • • • • • • • • • • • • • • z C .4„ ••• • • • • • • • • • • • • • •• • • • • •••• • •••• • •••• •• • • • • I 1 f 1 1 •Flpirl • I 041. 4 •�R•.. r " (q b • • • • • •• • • • • • • • • • • •• • • • • • • • • • • • • • • 1 P10. • la • • •• 4/A DAZE. • • ▪ • r _ 1.625" I _ I REVISIONS REVISED SECTION NUMBERS AL BY I �� 0 5 5 0 ID o— m O 70 Z 70 O 70 O k 1 --�{ .0884 PRODUCT: THERMA -TRU SItJL DOOR PART OR ASSEMBLY: PREMIUM SERIES DOOR PANEL CONSTRUCTION DETAILS Documents Prepared By BUILDING CONSULTANTS. INC. P.O. Box 230 Vairfoo FL 33595 Phone No.: 813.659.9197 Florida Boom of Profess i al Engineers Certificate Of Autho . • n No. 9813 Wendell W. .E. No. 54158 ® 20 BUILDIND CGNsui- V44ILG INC. • • • • • •• •• •• •• • •• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• • • • • • • ••. • • •••• • •• • • • • • • • • • • • • • • • •• •0 •. 0• • • • • • • • • •0. • • • • 061.0 • • • • •••• • • •••• • •••• • • • • • • • • • •• •• • •• • • • • • • •••• • • • • • • • • • • • •••• • •• • • • • • • • •• • • •• •• • • • • • • • • • • • R:\A - Projects\Project Folders\Proj 1301- 1400\PF 1378 \D. RWBC Drawings \FL 10599\FL- 10599.1- .5.dwg, Model • • • • • • • • • • • • • •••• • • • ••• • • • •• • • •• • • ••• • • • •••• • • • • • • • • •• •• •• •• • • • • • • • • • • • • •• • • • • • •••• • • •••• • •• • • • • • 74.25 MAX. DOOR PANEL HEIGHT 41 0 O o map o. rn cD 6 r a J ea I II .I .0884 f� z rn 0 70 Z m O • sob .• A • • • • • 1 NO. Co • • • • •• 4y 08 • •DA E BY REVISED SECTION NUMBERS AL REVISIONS PRODUCT: THERMA -TRU STEEL DOOR PART OR ASSEMBLY: CONSTRUCTION SERIES DOOR PANE CONSTRUCTION DETAILS Documents Prepared 8y: BUILDING CONSULTANTS, INC. P.O. Box 230 Valrico FL. 33595 Phone No.: 813.659.9197 Florida Board of Profess • nal Engineers Certificate Of Author%z • • n No. 9813 23'OB No. 54158 Wendell W. 12 G 61IG R.W •®Ultt'nNr3 commuL•'ANr5 INC. • • • • • • • • • • • • • • • • • • • • •••• • •• • • •• • • • • • •••• • • • • • • • • • • • •• • • • • • • •• •• • • • • . •• • • • • • • •• • • • • • • •••• • • • • • • ••• • • •••• • • • • •••• • • • •• • •••• • • • • •••• • • •••• • • • • • • • • • • • • • •• •• •• •• • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • • • • • • • • • • • • • •' • • • • • • • • • R:\A - Projects\Project Folders\Proj 1301- 1400 \PF 1378 \D. RWBC Drawings\FL- 10599 \FL - 10599.1- .5.dwg, Model • • COM ▪ R.W. B UILDI CONSULTANTS INC. • • • • • • • •• • • •••• • • • • • • • • P J MASONRY EDGE • • (TYP.) • •= -- - • • • • •• • •• • • • • • • 00 � •••• • • •••• 1" MIN. FROM in MIN. FROM MASONRY EDGE - (TYP.) • • 0. •••• •. a ° Q • ••• • riI 141°1111111°° "` - ' - '°# .•• • 1" MIN. FROM MASONRY EDGE (TYP.) • • • • •• NI a 4 z m 73 0 1" MIN. FROM MASONRY EDGE (TYP.) an y= N 0 4.. Li E :41 sr o 0 c ,CI 7 0 CD 8 e n � 2-1/2" MIN. FROM -1► MASONRY EDGE (TYP.) d z rn Arl 2 -1 /2" MIN. FROM MASONRY EDGE --•-•- (TYP.) tt.F • • •Z• —► V • o t 4/22/08 REVISED SECTION NUMBERS • � � ••• ' NO, DATE • • REVISIONS PRODUCT: THERMA -TRU STEEL DOOR PART OR ASSEMBLY: AL HORIZONTAL BY CROSS SECTION Doournente Prepared By: fl ,$ UILDINO CONSULTANTS. INC. P.O. Box 230 Voids* FL. 33595 Phone No.: 813.839.9197 Florida Board of Professional Engineers Certlflaote Of Author No. 9813 !�- 23 - -'8 W.nden W. U .E. No. 64188 • • • • .. • • • • • • • 0000 • • 0000 • •. • • • • • • • • • • • • • • • • • • •• •• •• •• • • • • • • • • • • • •••• • • • • • • •••• • • •••• • •••• •••• • • • • •••• 6000 • 6606 • •• • • • • • • • • • • • •• • • • • • • • • •••• • • • • •••• • • • • • • •• •• • • • •• •• • • • • • • • • • • • • • •••• • •• • • Outswing configuration see general note 7, sheet 1 for "HVHT' water infiltration requirements 2-1/2" MIN. FROM 2-1/2" MIN. FROM - �-- MASONRY EDGE - - MASONRY EDGE -+-� (TYP.) (TYP VERTICAL CROSS SECTION 1" MIN. FROM - MASONRY EDGE (TYP.) EXTERIOR INTERIOR co •• • • • • •• • •• • • • •• • • • • ••• • • • • • • • • • • • • • .• v. 2-1/2" MIN. FROM 2 -1 /2" MIN. FROM ••;+ - ; M; SQNitY Ep ,GE MASONRY EDGE • • • • • CAP.): (;YP.) • • • • � 'VERSICAL CROSS SECTION • • • Inswing configuration see general note 8, sheet 1 forHVi 1pwater infiltration ret,iFerrIts ••• • • • • •• • VERTICAL CROSS SECTION Inswing configuration • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • •• • • 1 "MIN. FROM MASONRY EDGE -►_ (TYP.) INTERIOR EXTERIOR 4 • • 1 EXTERIOR • n INTERIOR 2-1/2" MIN. FROM 2-1/7' MIN. FROM -� +— MASONRY EDGE - - MASONRY EDGE (TYP.) (TYP.) VERTICAL CROSS SECTION Outswing confi see ge en a note 8, sheet 1 for "HVHT' water infiltration requirements EXTERIOR 2-1/7' MIN. FROM - MASONRY EDGE (TYP.) VERTICAL CROSS SECTION Shown w/1 X sub -buck substituting concrete screws for wood screws per Section 1714.5.4.2 of the.FBC 2-1/2" MIN. FROM MASONRY EDGE (TYP.) • • • ••• • • • • • • • • • • •• •• • • • ••• 0 • • • • . • • • • HEEL wil • • • • • • • • • • •• • • • • • • • • • •• •• U z 1- 7 fD Z a U 0 z •o • • • • w • • I •• e•• • o • • • N • • • ®• • • • • • .. • • • • • • • • • •• •• •• •. • • • • • • • 4141.. • 0000 • • • •• • • • • • • • • • • • •• • • 41 • • 0000 4141. • • 0410. • • • • • • •• • • • ▪ • 4141• O 000 0000 • 000• • • • • • • • • • IS •• •• •• • • • • • • • • • • • • • • •• • •••• • • • • • • • 0. • • 41• • • • • • • • • • • • • • .• TYP. HEAD & JAMBS SEE NOTE 1 1 , • MASONRY OPENING 2X BUCK • • •. -• BUCK ANCHORING lEr SEE HINGE DETAIL 1 E vU z o SEE HINGE DETAIL 2 HINGE JAMB L d 6 _ _ O MASONRY OPENING • NOTES: 1. 1/4" Elco Concrete screws anchoring 2x buck require a minimum 1" clearance to masonry edges, a 1 - 1/4" minimum embedment and a minimum 4" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to mortar joints. If Concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortizr joints,additlonal Concrete screws may be required to ensure the maximum on center dimension is not exceeded•.•••••• P • • • . • • • • • , 2. 1/4 "40/ eo s C r evts &nbiioring frame and /or sill require a minimum 2 clearance to masonry edges, a 1- 1 /4 "Tinimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier mgy Iva differend edge distance and center distance requirements. Concrete screw locations at the comers may be adjusted to ri aiptaip the l3,irlim4m ec4e•dPtance to mortar joints. If Concrete screw locations noted as "MAX. ON CENTER" must be adjusted to nibiptaipfhl> minim edge d1 t to mortar joints, additional Concrete screws may be required to ensure the maximum on center dirfienslbn is nod exceeded. • • OUTSWING SEE NOTE 2 INS ING SEE NOTE 2 FRAME ANCHORING Masonry 2X buck construction 6 '0 HINGE DETAIL 1 STRIKE JAMB LATCH & DEADBOLT DETAIL HINGE DETAIL 2 ' • • • • • • iu 0 � m z N Z 0 z o � V U M 6 m 0 • • ® • tw m1 • scME:• It.T.S • • SHEET 6 OF 8 0 z 0 Fri o: • owo. BY: AL •. BY: ▪ . SNP N •' • FL-1059,9.: • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • • • • • • • • • • ••• • • • • ••• • • ••• • • • • • • w •n •. • o z • • 3 •• • • • • • • • I. • • o• • ro ••• • • • • •• • • • • • • • • • • • • • • • • c • •• • • • • •• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • •• • •• • • • • • • Of •• • • • • • • • • • • • • •• • • • • • •••• • •••• • • • •••• • • •••• •••• • • • • • • • • •••• • • • • • • •••• • • • • • • • • • • • • • • • •• • • • •• • • • SEE HINGE DETAIL 1 SEE HINGE DETAIL 2 • HINGE JAMB 6 ' 6 Z Z N 11 0 MASONRY OPENING FRAME TYP. HEAD & JAMBS SEE NOTE 1 a■ • • 1X BUCK • �' FRAME ANCHORING Masonry 1X buck construction 6" 6" NOTES: 1. 1/4" ITW concrete screws anchoring frame and /or sill require a minimum 2 -1/2" clearance to masonry edges, a 1 -1 /4" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the comers may be adjusted to maintair► *10 tilstance to mortar joints. If Concrete screw locations noted as "MAX. ON CENTER" must be adjusted to martainjuv rjintnyn: ads distance to mortar joints, additional Concrete screws may required to ensure the maximum on center dirrensaj Atde0c d• 2. 3/16" ITW concrete screws anchoring frame and /or sill require a minimum 2 -5/8" clearance to masonry edges, a 1 - 1 /4" minimum beCrnent ftdl u• • m•2- t /4" clearance to adjacent concrete screws unless otherwise noted by concrete screw manufacturer. • • • • • •• • • • • • • • • • • • • • • •• • •• • • • • • ••• - • • • • • • STRIKE JAMB HINGE DETAIL 1 LATCH b DEADBOLTDETAIL HINGE DETAIL 2 •• 1 • ' •• • • • • • • • •• • • • • • m DV: 4(11:7/kI soots :IzT s • AL •• nwG. "sr: cHK. er: WWH INI ING110: ••• •: R — ;0598'1 • •• • SHEET _ of Z 0 c •. • •• • ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • ••• • • • • • so •• z • o • J • • •5 •• sail • • ., • • .• 6 • • •L • • n • • • • • • • • • • • • • • •• •• • • • •• • •••• • • • • • • • • • • • • • • • • • • •• •• •• •• • • • • • • • • • • •••• • • • •••• • •• • • . • • • • • • • • • • •••• • • •••• • • • • • • • • • • • . •••• • • • • • .••. •••• • • •• •• • •• • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • •• • ••. • • BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A 1X BUCK SG >= 0.55 , WOOD B 2X BUCK SG >= 0.55 WOOD C MAX. 1/4" SHIM SPACE WOOD D 1/4" X 2 -3/4" PFH ELCO CONCRETE SCREW STEEL E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE _ F 1/4" X 1 -3/4" PFH ITW CONCRETE SCREW STEEL G 3/16" X 3-1/4" PFH ITW CONCRETE SCREW STEEL H 1/4" x 3-1/4" PFH ITW CONCRETE SCREW STEEL 1/4" X 2-1/4" PFH ITW CONCRETE SCREW STEEL J 1/4" X 3-3/4" PFH ITW CONCRETE SCREW • STEEL K #8 X 2 -1/2' PFH WOOD SCREW STEEL L #10 X 2-1/T PFH WOOD SCREW STEEL 1 DOOR SKIN; PREMIUM STEEL SERIES 24GA. (.022' MIN., Fy = 48,471 PSI MIN.) STEEL 1A :_ DOOR SKIN: CONSTRUCTION STEEL SERIES 25GA. (.018" MIN., Fy = 27,830 PSI MIN.) STEEL 2 TOP RAIL WOOD 3 LATCH STILE WOOD 4 HINGE STILE WOOD 5 BOTTOM RAIL COMP. 6 POLYURETHANE FOAM (BASF, 1.9Ibs. DENSITY) FOAM 7 MEDIUM REACH COMPRESSION WEATHER -STRIP (THERMA -TRU) FOAM 8 LONG REACH COMPRESSION WEATHER -STRIP (THERMA -TRU) FOAM 9 4" X 4" HINGE .097' THK. (THERMA -TRU) STEEL 10 #10 X 3/4" PFH WOOD SCREW HINGE TO FRAME STEEL 17 PASSAGE LOCK - KWIKSET MODEL 200T - GRADE 2 j � STEEL 18 THRESHOLD OUTSWING (THERMA- TRU) ALUM. /WOOD 19 HEADER JAMB (4.656" X 1.25" THERMA -TRU, PINE) SG >= 0.55 WOOD 20 SIDE JAMB (4.656" X 1.25" THERMA -TRU) SG >= 0.55 WOOD 21 DEAdBOLr- KWIKSET MODEL 780 - GRADE 2 STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 31 COASTAL OUTSWING THRESHOLD ALUM. /WOOD 32 DOOR BOTTOM SWEEP PVC 33 THRESHOLD ALUM.COMP. 38 LOCK BLOCK 2.625' X 10.375' X 1.625" THK. WOOD 4Q F;RhilUtA S '1E$ QOQ- SEE PANEL DETAIL SHEET FOR DETAILS ,. 40 CQNSIIGTIt> SRkS DOOR - SEE PANEL DETAIL SHEET FOR DETAILS - • •• • - • • • O • O • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • •• i •• �• • • • • 0 ••• • • • • ••• • • • • • • • • • • • • • • • • • • ••••• • • • 0• •S ••• • • • ••• • • 4.563" 00 HEAD & SIDE Jamb F-+-- 2.359" 1.918" SWEEP 4.563" O OUTSWING Threshold WING Threshold IN ••• • • •• 0I z - gym b J 7 Ml r 1 • e 9 °• ai 0 0 • • • • • • co • • ;errE •/,7196 • SCAM N.T.S DWG. 6Y: AL • �•*�,� . • • •AC • • • • • D NCw Oa • • • • FL- 105ti".1 rn z 0 rn • z IA z m o • • v • 0 • • • • J 5 1;• • • • R • • • • • . 8 • • • 0 SHEET 8 OF N • • • • • • • • • • • • •• • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• •••• • • • •••• • •• • • • • • • • • • • • • • • • • • •• •• •• •• • • • • • • • • • • •••• • • • • • • •••• • • • • •••• • • . S••. • •• • • • • •••• • • • • •••• •.•• • •00• • • • • • • • ••• • • •• • • •000 800.0• • • • • • • • • •••• • • • • •••• • • • • • • • • •• •• •• •• • • • • • • • • • • • • • • • • • • • • • • •••• • •• • 80" LEAF HT. = 26" LON w 0) 0 0 7" MAX. HEAD /SILL O e 84" LEAF HT. = 30" LON 22 1/8" / CUL I LtNli I I t 96" LEAF HT. = 42" LONG OUT —SWING WOOD --a S 0 APPROVAL APPLIES TO SINGLE (X) •' D DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTCS. SIDE LITES CAN BE ON ONE SIDE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITY. G G THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS Jr Of FENS•: MI TST BE IICHORED PROPERLY TO TRANSFER LOADS TO THL .: • ••• • • • • • • • • • • ANCHORS SHAW' BE LMED7 SF;ACEL AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR t4 DINS' • COI:1DITIO:IS 1461 SHOWN IN THESE DETAILS ARE NOT PA4T :OF• THIS •APPRQVAI • • A LOAD DURANCN INCREA6£• IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUMIG BUT NOT •UMITEqq •TO• STEE3./METAL SCREWS, THAT COME INTO CONTACT WITH 01.1ER; DISIIMralk MATERIALS *SHALL MEET THE REQUIREMENTS OF 2004/2007 FtORIVV• I:DQ. rOlt StaId4 2003.8.4. "balk • • • ••• • 5" MAX. HEAD /SILL CORNERS FALSE MUNTINS MAY BE USED TYPICAL. ELEVATIONS 24" MAX. D.L.O. 7" MAX. HEAD /SILL DOORS /SIDELITES NOT RATED FOR IMPACT. INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET THE APPUCABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. 22 1/8" D.L. OPG. 38" MAX. LEAF WIDTH 150 1/2" MAX. FRAME WIDTH Engr. OR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 C.A.N. 3538 5 5" MAX. HEAD /SILL CORNERS INSULATING MONOLITHIC SOLID WOOD NON IMPACT GLASS GLASS INSERTS: • • • • • • •• • • • m P z 2 H w N a N 0. iii O W CC O O c) 2 m O • < O E ▪ O Q W�I 16 LA' .1 D in g Q W2 oa N N 0 P1 iD 0 c ) • z 0 0 0 0 O z_ N D 0 Iri 0 0 0 c 0 0 a 0 v v U Z w J W < J < 0 o 11 a U a .0 r') 0 O —I Li C y o 0 0 v � • 44 c• • • "b• . V •. • • 4rpwwng • n4, :V16LJ;z3. —i55 • • •• •• • (sheet" 1 at $•l •• • • • • • • • •• • •• • • • • • • • • • • • • • • • • • • • • • •• •• •• •• • • • • • • • •••• • • • • •••• • • • • • • • • •••• • • •• • •••• • • • • • • • • • • •••• •••• • • • •••• • • • •• • • •••• • • •• •• • • •• •• • • • • • • • • • • •• • • •• •• • • • • • • • • • • • • • • • • •• •• • • •••• • • • •• • •• • • • • STATIONARY PANEL (0) OR DOORS WITH SIDELITES DESIGN LOAD CAPACITY - PSF • GLAZING TYPES WIDTH (W) LEAF HEIGHT 'B', 'C', 'D' OR 'E' INCHES FT. /IN. EXT. ( +) INT. ( -) 2/0 60.0 72.9 2/6 6/8 60.0 72.9 3/0 72.9 60.0 72.9 3/2 0 60.0 72.9 2/0 60.0 69.5 2/6 7/0 60.0 69.5 3/0 60:0 69.5 3/2 60.0 69.5 2/0 60.0 60.0 2/6 8/0 60.0 60.0 3/0 60.0 60.0 3/2 60.0 60.0 SINGLE LEAF (X) OR DOUBLE LEAF (XX) DOORS DESIGN LOAD CAPACITY - PSF • GLAZING TYPES • LEAF WIDTH LEAF HEIGHT 'B', 'C', D' OR 'E' FT. /IN. FT. /IN. IXT. ( +) INT. ( -) 2/0 60.0 72.9 2/6 � ( � 6/8 60.0 72.9 60.0 72.9 3/0 " 3/2 0 60.0 72.9 2/0 60.0 69.5 2/6 7/0 60.0 69.5 3/0 60.0 69.5 3/2 60.0 69.5 2/0 60.0 60.0 2/6 8/0 60.0 60.0 3/0 60.0 60.0 3/2 60.0 60.0 NOTE: GLASS CAPACITIES ARE BASED ON ASTM El 300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 z SILICONE BEAD cn ce O w X 1/8" TEMP. GLASS 1/2" AIR SPACE GLAZING •Tytn '.E 3/4" T?1 KNESI MOVIINAL • • • • • • • ••• • • • • • • • • • • • •• • •• •• • • ••• • •• • • • • • • • • • • • • • • • • • • • •• • •• • • ••• • 1/8" TEMP. GLASS ' 6D X 1 -3/4" LONG BRAD NAILS 1" FROM ENDS & 3" 0.C. MAX. EAM ACRYLIC • • • • • • • • • • • • ••• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •: ••• • • • ••• • N LEAF WIDTH i X SILICONE BEAD O w 1/8" TEMP. GLASS 1/8" AIR SPACE LEAF LEAF WIDTH WIDTH x J CJl v, i o,�. 0 ,,, �1� v o L CI (7' F( A4077 LCy S. C H e m y 3 � a 1 3 / /' rm? V" e v f 3 ALL P $ ( IJG G OL D (,7f R,07 - OLD - G 04z 1/44 b ek 1 7 StA)e }- v(S 3 BeVi S - 24X() l■Okr RV,S TIZt (9(-(7-,5),k2//V6_ DSB ANN. DECORATIVE GLASS 1/8" AIR SPACE 1/8" TEMP. GI ASS 6D X 1 -3/4" LONG BRAD NAILS 1" FROM ENDS & 3" O.C. MAX. GLAZING TYPE 'C' 11/16' THICKNESS NOMINAL EAM ACRYLIC GLAZING OPTIONS \ SIUCONE BEAD 1/4" TEMP. GLASS GLAZING TYPE 'D' 11/16" THICKNESS NOMINAL MAX. AREA OF GLASS INSERTS 13.4 SQ. FT. MAX. AREA OF WOOD INSERTS 8.5 SQ. FT. 6D X 1 -3/4" LONG BRAD NAII S 1' r RUM ENDS 3" 0.C. MAX. ? a % . / SILICONE BEAD Q } � 1 -5/16" RAIcTT PANEL r SOI I^ "', uGANY OR LAMINATED WOOD 3/4 MIN. GLAZING TYPE 'E' 11/16" THICKNESS NOMINAL WIDTH W1 6D X 1 -3/4" LONG BRAD NAILS 1" FROM ENDS & 3" O.C. MAX. W2 W r ■ \ W1 W2 W1 W2 i WIDTH (W) = W1 + W2 (FOR DOORS WITH SIDEUTES) 2 • Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 C.A.N. 3538 W1 W2 W1 •• • • • • • • • • • ••• • • • •• • • 8 N In 0 z • •.. • • >, .0 • 0 10 N 0 0 0 N d v T .0 0 co 0� o <• , c•• • • • • ••• • • ,t . dr®wing •nc . �r' sheet 2 of $.1 • • •• • •••• • • • • • • • • • • • • • • • •• •• •• •• •• • • • • • • • • • •••• • • • •••• • • • • • • • • •••• • • •• • •••• • • • • • • • •••• • • •••• •••• • • • • •••• • • • • •• • •••• • • • •••• • • • •••• • • • • • • •••• • • • • • •• •• • • • • • • • • • • •• • • • • • • •• •• • • • • • • • • •••• • • • • 1- W LEAF WIDTH •. ••• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • •• • •• • • ••• • ••• • • • • •• • • • • • • • • • •• •• • LEAF WIDTH . • • •• • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • ••• • • LEAF WIDTH 1 0 IN LEAF WIDTH LEAF WIDTH MINIMUM DIMENSIONS: STILES AND TOP RAIL 6 -3/4" LOCK STILES 6 -3/4" INTERMEDIATE RAILS 8 -1/2" INTERMEDIATE STILES 3 -1 /2" BOTTOM RAILS 9 -1/2" LIMIT MAX. AREA OF GLASS INSERTS 13.4 SQ. FT. LIMIT MAX. AREA OF WOOD INSERTS 8.5 SQ. FT. SEE SHEET 2 FOR DESIGN LOAD CAPACITY. LEAF WIDTH LEAF PATTERNS AS SHOWN ABOVE OR SIMILAR WITH VARIUOS FINISHES AND DECORATIVE MOULDINGS GLAZED WITH GLASS OR SOLID WOOD INSERTS ARE ALSO ALLOWED. LEAF WIDTH LEAF WIDTH iiv .t LW • I LEAF WIDTH Engr. OR. HlrAYDUN FARCOQ &RUCTURES FLA. PE / i 6557 CAN. 3.538 •• • • • • • ••• • ••• • •• •• • • • • A /.7 • • • • • • • •• • • • •• ..q C O o. 0 T .0 0 O U O c N o o h N SW) .O. ••• •• m :�4' • -•• • • • i• . 15• 0 0 •.. •• .a ." 4rc,;r9 r0, • • O. • s • • (sheet 3 of 8 j • • • • • • • • • • • . • • • •• •• •. •• • • • • • • • • • •••• • • • •••• • • • • • • • • •• • • • • • • • • • • • • •••• • • •••• • • • • •••• •••• • • • • •• • • • • •• • •••• • • • • • • • •••• • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • •• • •••• • • • • 0 • • • s Ova • • v • 0 N of 0 0 �n •• •• • • • • • • • • •• • • • • •• ••• • ••• • s, • ' •• �• TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 • • • • • • • • • • V . p••• • 4 • . •• • • • • • • . Qt s 1•• d•• ••• TYPICAL ANCHORS SEE ELEV. FOR SPACING ••• • • • • ••• • • • • • • • • • • • • f : 0 • ITS • •• • •• • • . �• POLYURETHANE GLUE O w k W mow iM', f - v 1' v POLYURETHANE GLUE minowv_ fillrt.h14 ro a. a 0 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 0 0 • SIDELITE UNITS 1131' WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING #8 X 2" FH SMS AT 3 -1/2 FROM ENDS AND 15" O.C. MAX. #8 X 2" FH SMS AT 3-1/2" FROM ENDS AND 15" O.C. MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING 2BY WOOD BUCK WOOD BUCKS NOT BY F.P.G., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" TAPCONS INTO. 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO MASONRY OR CONC. 1 -1/4" MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO MASONRY OR CONC. 1 -1/4" MIN. EMBED INTO MASONRY OR CONC. #14 SMS INTO APPROVED MULLIONS (NO SHIM SPACE) ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 1 -1/2" MIN. INTO WOOD STRUCTURE = 3/4" MIN. Engr. DR, hUbtAYOUN FAROOQ STRUCTURES PIA PE # 18557 C.A.N. 3538 WAY 20M5. ••' • • • • • • • • • ••• • • • •• • • • Appriq gemplyingorith the 14;;;,- J &„; • • Bti rte t.tr3 e - ix. ,,, K • • •• • • : • • • • • • • • • ••• z 0 0 0 0 0 0 O 0 O z I D 0 c (1.1 • ••• 0 Q U N m ••• 1 • • t •1 :.• 0 • • • • • Y • t• f drawing no. • • • • • sheet 4 4 •) • • •• • •00• • • • • • • • • • • • • • • • • • • • • • •• •0 0• •• • • • • • • • • • •••• • • • 0000 • • • • • • • 0000 • • . •• • ••. • • • • • • • 0000 • • • • • • • •• • • •••• • • ••-•• • • •• •• • • • • • • • • • • •• • •• • • • •••• • • •••• • • • • • • • • • •• it • • • • • • • • • • • • • • • • • •••• • • s • TYPICAL ANCHORS .SEE ELEV. • FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING • • - • . • - • • • 1BY WOOD BUCK.. • •• • • • • •• O PA PO 44. otl! /! il f /! 43 O ti D.L OPG. LEAF WIDTH O a) O • c 1/4" MAX. • • - •• • ••. SHIM ••• INSET WIDTH A =Min ;Ill llll��f, 12111111 �Iw ▪ /1:* •�• • • • •• ▪ • • • 00 ▪ ••: - it,. • • •• • •. •. • • • • • • • • • ••• • • •• • • • • • • • • • • • ••. • • • • • • •••• • • • •• •• • • • • • : •• • • • • . • • ! •- ACTIVE LEAF ACTIVE LEAF 6D X 1 -3/4" LONG BRAD NAILS AT 12" 0.C. MAX. FRAME WIDTH FRAME WIDTH #8 X 2" FH WOOD SCREWS IN PAIRS (10) AT EACH END AT 3/8" FROM ENDS AND 2" O.C. MAX. EXTERIOR #8 X 2" FH WOOD SCREWS AT 15 -3/4" FROM ENDS AND 8" O.C. MAX. EXTERIOR LEAF WIDTH LEAF WIDTH INACTIVE LEAF INACTIVE LEAF D.L. OPG. INSET WIDTH Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 CAN. 3538 •• • • • • • • • • • ••• • • • • • • • • • ••• •• • • • • f V Z o O Z 11 2 " M l a 6 8: 1 OW � o 5. ' 0 a V Q M o0 - gg o ye 1 0 a U W N ca J Z (0) R W rl 2 C z 0 0 0 0 • • • • ) :da3vving : no; • :1Yg8 -35 • (sheet ri of R •.•. • • 000 . ..0.� .• • • • • • • • •.... ...0.. • • • • • • .•..•• ••• 0.• •• •. 00 • • • • • ..:••• • • •... 0 •.110. • • • • • •0. 0.. 0 ••00 41; 000 • • •.• 0•• .•..:• • 0000 .0000. • •.0. • • 4,000. • • .•.• • • • • •••• • • • •• • •••• • •.. • 000. • • • • 000. • • • • • • • • • • • • . • • • • • • • • • • • •• • • • • • 6410. • • • • • • • • • • .• • • • • ••. ••• • • ••• •• • ••• • ••• • •••• • • 11 .1 1 . • •••• • • • O 000 9 C) Oa •Q .h •8 •8 • 5 • U1 P • •••• •••• • 00 0000 0 • •• • • • • • • • • •••••• • • • • •••• • ••• •••• •••• • date: 04.04 -08 • •� 9 1 , 1?' Ala' (dr. bY. HAMID • 1. • ` • chk y: • • •) • • • •• • • • • • • • • • • •••••• ••• •• • •••••• • •••• • •••• •••••• • ••••.. • •• • • • • • • • • • • • revisions: n2 A •• • • date 05.16.08 by description REV. PER BCCO COMMENTS 0 0 w 0 N OUT -SWING WOOD PATIO DOOR (N.I.) F.P.G. WHOLESALE INC. 7190 CORAL WAY MIAMI, FLORIDA 33155 TEL (305) 266 -2296 FAX (305) 261 -6540 J AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264 -8100 FAX. (305) 262 -6978 a f C COMP- ANL \W08 -35FPG •••• • • •• • • • •••••• •.••:• • • . • 000000 000000 •• •• •• • •• •• o • • • ••• • •••• • •..... • • • • • •.•••� • • •••• • ••..•• • •••• • .•..•. • • • • • •• • • •• • • .. •• • • •• •• • • • • • • • • • • •• • •••• • • • • •••• • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • •• ITEM # PART # REQD. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS - 3/ DOOR FRAME HEAD /JAMB WOOD - L - AS REQD. TOP RAIL /HINGE & LOCK STILE /SIDELTE STI.E WOOD - - 1/ LEAF BOTTOM RAIL WOOD - 4 - 1 SILL COVER ALUMINUM - 5 - 1 SILL FILLER WOOD - 6 - 1 FRAME SILL WOOD - 7 - AS REQD. GLAZING BEAD WOOD - _ 8 - 1 ASTRAGAL PLYWOOD AB MARINE GRADE 13 PLY 9 - 1 ASTRAGAL INTERIOR COVER WOOD - 10 - - ASTRAGAL EXTERIOR COVER WOOD - 11 - AS REQD. INTERMEDIATE RAIL WOOD - 12 - AS REQD. INTERMEDIATE STILE WOOD - 13 - 4/ LEAF HINGE STEEL - 14 #10 X 3" 3/ CORNER FRAME ASSEMBLY SCREWS FLAT HEAD - - 15 QEBD650 AS REQD. FRAME W'STRIPPING, FOAM TIP PVC Q -LON L .6$0 r • • • • • • • • • • 9.500 • • • • • N 6.750 •• • • • •• • 5.250 \\ 1.x50 3.140 FRAME HEAD /JAMB r - 1.750 --1 l� .562 1 -.562 ••• • 1� i • • • • • • • ' • • • • • • ••• • • • • •• •• • • • • i 'BOT1.OM.: • • •• 6.285 TOP RAIL /HINGE STILE /LOCK STILE SIDELITE RAIL /STILE 1.750 .200 3.500 12 INTERMEDIATE STILE .137 2.570 .500 I ---T .520 ® GLAZING BEAD -1 1.000 r- ASTRAGAL 1.750 2.500 1.309 1.509 .375 -d b- j L.250 ® ASTRAGAL INT. COVER x.276 re:=7›, 1.000 10 ASTRAGAL EXT. COVER .56 2 SILL COVER 6063 -T5 8.500 1.750 k -.562 INTERMEDIATE RAIL 7.570 HINGE .13" THK. STEEL HINGE INSTALLATION SCREWS TO PANEL (4.) #12 X 1 -1/4" FH W.S. TO FRAME: (4) #12 X 1-1/4" FH W.S. L -1.600 O SILL FILLER WOOD WOOD OPTIONS 1- SOUTHERN CHERRY 2- ANDEAN WALNUT 3- TROPICAL WALNUT 4- WHITE OAK 5- YESQUERO 1.600 1 .90 0 �� / .685 . 2.100 O FRAME SILL WOOD SEALANT: FRAME & PANEL CORNERS SEALED WITH DUROLOK CM902 SEALANT. FRAME AND PANEL CLADDING GLUED WITH TECHNOBOND L560S. HINGES: 4" X 4" X .130" THK. HINGE 4 PER LEAF AT 9 -3/4" FROM EACH END AND 25 -1/2" 0.C. MAX. LOCKS: CONVENTIONAL LOCKSET WITH DEAD BOLT AT ACTIVE LEAF LOCK STILE KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR PASSAGE LOCK AT 36" FROM BOTTOM, DEAD BOLT AT 42" FROM BOTTOM OPTION 1 = EMTEK CORTINA KEYED ENTRY DOOR LEVERSET -- �- OPTION 2 = _KWIKSET 1 KEYED FNTRY DOORJSN.QBSET OPTION 3 = BALDWIN KEYED ENTRY DOOR LEVERSET MANUALLY OPERATED SURFACE BOLTS BY 'DELTANA' AT TOP AND BOTTOM OF ACTIVE LEAF. (MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF INACTIVE LEAF. Engr. DR. I4U+GAYOUN F'AROOQ STRUCTURES FLA. PE # 16557 C.A.N. 3538 • • •• •• • • • • • • ••• • • • • Pro Wand • •• • • • rV z W 0. 0 1- d O w c) n re a o y w 3LL 3 to 4 W ei l c 0 • o a c 0 i+ 0 N v, l D 0 0 U 0 0 a 0 co • 00 w • • • • .• x •s, a• • C drawing •no• • • • • • •• ' 6- 0; (sheet 7 of $ • • • • • OUT-SWING WOOD PATIO DOOR (305) 261-6540 .••• • • • •• • • • • • • • • • • • • • • • • • •00••• •••••• •• •• •• • • • • •••••• ••••••• • • • • • 00.0 • • •••• • ••.••• • • •••• • •• • •••••• • • • • ••.•• 0 • •••• • •• • • • • •••• • • • •• • •••• • • • • • •• •• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • •••• • • • • • • •• •• • • • • •• • • • • • • • • • • • • • • z m 00 ••• -• • •.••. 0000 • 000 • •••• • • •••• 00 • .•••- • 5 00 i • • • • •- • - • • • ••z j t\ m • • • • • •••• -• ••• •• • ••.••- •••••- • ••• • • • dare: 04+04 -08 • ecil =:• 2 r ° 1•• dr. by X10 (chic. by: • • , • • OUT -SWING WOOD PATIO DOOR I .1.) F.P.G. WHOLESALE INC. 7190 CORAL WAY MIAMI, FLORIDA 33155 TEL. (305) 266 -2296 FAX (305) 2F• -f A ■ \ . \ ■ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ • \ i \ \ `\ � AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264 -8100 FAX. (305) 262 -6978 a f c COMP- ANL \W08 -35FPG r e •••• •• • 0 000• j••••• • • • • • • • • •••••• •••••• • • • • • • • • •• •• •• •• • •• • • • • • • • ••• 0• • 0060• • 0000•• • • • • • •••••• •••• • • • • •••• • •••••• • • •••• • • • ••• • •••• •••••• 0000 • • • • •••• • • • •• • •••• • 0000 • •• • • • • ••• • • • • • • • • •• •• •• •• • • • • • • • • • • • • • • •• • 0060 • • • • • • • • • •• • • • • • • O NTY i BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) F.P.G. Wholesale Inc. 7190 Coral Way Miami, FL 33155 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Condoor" Outswing Glazed Wood Door with & without Sidelites — N.I. APPROVAL DOCUMENT: Drawing No. W08 -35, titled "Outswing Wood Patio Door (N.I.) ", sheets 1 through 8 of 8, dated 04/04/08 with revision A dated 05/16/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P E:, b ing t 0 Miami -Dade County Product Control Approval stamp with the Notice of Acceptance qum ppr vdl date by the Miami -Dade County Product Control Division. " MISSILE IMPACT RATING NOn'e Jt i " LABELING: Each unit shal1Jbear'a petm neat 0lei with the manufacturer's name or logo, city, state and following statement: "MianOade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shad' lie nside d after 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 anc slid b, $v$i14bl$ for inspection at the job site at the request of the Building Official. This NOA (VOA p'a'ge 1 afld evidence pages E -1 and E -2, as well as approval document mentioned above. •• ••• • • • •• The submitted documentation was reviewed by Manuel Perez, P.E. • ••• • ••• • • • • • • • • • • • • • • • • • • ▪ ••• • • • • • • • ▪ • • • • •• • APPROVED ••• • • • • • • • • • • • • j • • • • ••• • i• • • • • • • • • • • • • •• •• • • • • • • • ••• • • • • •• • • lie 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.maimidade.gov /buildingcod NOA No. 08- 0422.08 Expiration Date: June 19, 2013 Approval Date: June 19, 2008 Page 1 4\ •••• • • •• • •••• • • • • • • • • • • • • • • • • • • • •• •• •• •• •• • • • • • • • •••• • • • •••• • • • • • • • • •••• • • •• • •••• • • • • • • • •••• • • • • -1 • F.P.G. Wholesale Inc. A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08 -35, Sheets 1 through 8 of 8, titled "Out -Swing Wood Patio Door (N.I.) ", dated 04/04/08 with revision A dated 05/16/08, 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 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 of outswing wood French doors w /sidelites, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI - 07 - 4174, dated 11/15/07, signed and sealed by Candido F. Font, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of outswing wood French doors w /sidelites, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI - 07 - 4175, dated 11/15/07, signed and sealed by Candido F. Font, P.E. 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of outswing wood French doors w /sidelites, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -07 -4176, dated 11/15/07, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004 and 2007, prepared by Al- Farooq Corporation, dated 4/3/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Buildg Code Compliance Office (BCCO). .•••••• • •. • • • • .. ..• .. • ••. • • • • • • • • • • • • • • • • • . . • • • • • • • • • • • • • • • •• NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • • • • • • • • .•• • • • • • • • • • • •• • • • • • • • • • • ••• • • • • • ••• • • • • • ••• • • • • • • • • • • • • • • • ••• • • E -1 Manue Perez, Product Control Exa NOA No. 08-04 Expiration Date: June 19, 2013 Approval Date: June 19, 2008 •••• • • •• • •••• • • • • • • • • • • • • • • • • • • • • • •• •• •• •• • • • • • • • • • •••• • • • •••• • • • • • •••• • • •• • •• • • • • • • • •••• • • F.P.G. Wholesale Inc. E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated April 3, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no fmancial interest, dated April 3, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Test Proposal issued by Building Code Compliance Office, Product Control Division, dated 5/24/06, signed by Jaime Gascon, P.E. G. OTHER 1. None. • • • • • • • • • • • • • • • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • •• • ••• • • •• • • • • • • • • • • • • • • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • • • • • • • • •• • • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• • • •• • • • E -2 Manuel Per Product Control E '' r NOA No. 08- 0422.08 Expiration Date: June 19, 2013 Approval Date: June 19, 2008 • • •••• •. • .... • . • • • • • • • • • • • • • • • • • •• • • •• •• • • • • • • • • • •••• • • • • •• • • • • • • • • •••• • • •• • •• •• • • • • • • • •••• • • PROVIDE MUNICIPAL PROCESS NUMBER HERE LOCATION OF IMPROVEMENTS Job Address /0C/9 /5 /0 , / CONTRACTOR INFORMATION Contractor No. Fire / 32'9 00 Last four (4) digits of Qualifier No. (, 111 Folio / /- 2.2.37-- o 2-8- o S' 6' o Contractor Name t eT 15T Lot Block Qualifier Name l��etPrJ 0 r __+ Ai Subdivision PBpg Address L8V9 ) S• 191 101 e I Metes and bounds City IA I A..4 1 State Fl Zip 3? • T1 TYPE OF IMPROVEMENTS [ ] New Construction Vacant Land le] Alteration Interior [ ] Alteration Exterior [ ] Relocation of Structure [ ] Enclosure [ ] Repair [ ] Repair Due to Fire [ ] Demolish [ ] Shell Only [ ] Addition Attached [ ] Addition Detached [ ] Re -Roof [ ] Foundation Only q Current use of property 11..x5 i Cte. 'R a.-( � Description of Work R. L° of _o 0 1(A {. (24.. �Sq. Ft. CO Units ( Floors Value of Work f .) / b a ..'s PERMIT TYPE [ ] MBLD* v / Category 6 REVIEW STATUS [ ] Chg. Contractor [ ] Re -Issue [ ] Re -Stamp [ ] Revision [ ] Not Applicable for Fire OWNER'S NAME Owner IJ dr "A 4/ (..) so Address /0 C/9 A' /c9 1 [ ] MELE City M = ari. J Stater" Zip 7r/ 3? [ ] MLPG Phone "3 or- /24- en 1 [ 1 MMEC Last four (4) digits of Owner's Social Security No. [ ] FIRE PERSON TO PICK UP PLANS Name L� Cl 4 ua 1 I C4.r..�(e1._ ARCHITECT ENGINEER n/� Owner A j5 rh test.- Ay (.350 Address Address City State Zip City State Zip Phone 3 — e r 1 1 Phone `A 212-933-01W FIRE SPECIAL REQUEST PLAN REVIEW (SRI) I am requesting a Special Request Plan Review (SRI) to be scheduled as soon as possible at the rate of $190 for the first hour and $65 per each additional hour in addition to the review fees. Minimum charge one -hour. 1n Request: Date: 2nd Request: Date: 3'd Request: Date: DERM OPTIONAL PLAN REVIEW (OPR) I am requesting Optional Plan Review (OPR) to be scheduled as soon as possible at the rate of $75 for each discipline. Additional review fees may apply. 1st Request: Date: 2"d Request: Date: 3'd Request: Date: 123_01-192 3/08 NOTE: ALL SHEET MUST BE REVIEWED MIAMI -DADE COUNTY BUILDING DEPARTMENT Herbert S. Saffir Permitting and Inspection Center 11805 SW 26th Street (Coral Way) • Miami, 33175 -2474 • (786) 315 -2100 APPLICATION FOR MUNICIPAL PERMIT APPLICANTS THAT REQUIRE PLAN REVIEW FROM MIAMI -DADE FIRE RESCUE AND /OR DEPARMENT OF ENVIRONMENTAL RESOURCES MANAGEMENT BUILDING PERMIT CATEGORIES CATEGORY DESCRIPTION PERMIT TYPE BUILDING 01 GENERAL BUILDING - COMMERCIAL MBLD 02 SUB - GENERAL BUILDING - RESIDENTIAL MBLD 08 CANVAS AWNING MBLD 10 COMMUNICATION TOWER MBLD 15 DEMOLITION MBLD 29 METAL AWNING & STORM SHUTTER MBLD 48 SCREEN ENCLOSURES MBLD 55 SWIMMING POOL MBLD 56 TENNIS COURTS (SURFACE PAVING) MBLD 86 TRAILER TIE DOWN MBLD 88 - WALK -IN COOLER MBLD 91 MARINAS MBLD 92 LOW SLOPE APPLICATIONS (GRAVEL, SMOOTH MODIFIED, SINGLE PLY) MBLD 95 SHINGLES (ASPHALT, FIBERGLASS) MBLD 96 SHINGLES (METAL ROOFS/WOOD SHINGLES & SHAKE) MBLD 97 STAGE 2 VAPOR RECOVERY SYSTEM MBLD 99 SOIL IMPROVEMENT MBLD 0100 BULK STORAGE PROPANE TANK MBLD 0101 REMOVABLE STORM PANELS MBLD 0107 TILE ROOF MBLD 0110 WATER MAIN MBLD 0111 SITE PLAN MBLD 0112 INDOOR EVENT /EXHIBIT MBLD ELECTRICAL 04 FIRE ALARM SPECIALTY MELE 16 SPECIALTY WIRING MELE 38 GENERATORS MELE LPGX 01 LIQUEFIED PETROLEUM GAS MLPG 02 MISCELLANEOUS MLPG 04 LIQUEFIED PETROL. GAS /STATE MLPG MECHANICAL 09 ABOVE/BELOW GROUND TANKS /PUMPS & POLLUTANT STORAGE SYSTEM MMEC 38 COMMERCIAL HOODS MMEC 43 FIRE CHEMICAL MMEC 46 SPRAY BOOTHS MMEC 48 SMOKE CONTROL MMEC 52 RESIDENTIAL ELEVATOR MMEC FIRE 32 FIRE SPRINKLER FIRE Pe H25.0' -j n_ 0 LL — .-- co rx b lf) 25.0' FOUND 1/2" IRON PIPE FC 0.6s 89'29'12" 2 90'30'35" FOUND 1/2" IRON PIPE 0 0 to BLOCK FOUND 1/2" CORNER IRON PIPE 0 '... • I rc zo'n LOT 7 BLOCK 4 130.00' 4-- • o • oi 11.7 BUILDING #10619 LOT 8 BLOCK 4 130.00' 42.0' A/c ID (S. ■ LOT 9 BLOCK 4 FOUND 1/2" IRON PIPE 90'21'03" 8939'09" FOUND 1/2" IRON PIPE FC 0.3's 0 0 0 oo 6.5'w 2.0 LOT 14 BLOCK 4 LOT 13 BLOCK 4 LOT 12 BLOCK 4 • CbSlabf biclbob Clyde bF ClYbb Mat' (SAWED) FIN: CH • aytte McNeal,„,"teagln BOUNDARY SURVEY SURVEYORS GER77FICA7E I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY PREPARED UNDER MY DIRECTION. NOT VALID WITHOUT AN ALITHC-NTICA7M7 ELECTRONIC SIGNA771RE AND AUTHISVTICAIED ELECTROMC SEAL. OR A FLOSED EMBOSSED SEAL AND SIGNATURE — 4=32(1.45917 CLYDE 0. McNEAL, PROFESSIONAL SURVEYOR AND MAPPER ISM PAGE 2 OF 2 PAGES LB #6135 TARGET SERVING ALL FLORIDA COUNTIES 6601 CORPORATE WAY SUITE 210 WEST PALM BEACH, FL 33407 PHONE (561) 640-4600 FACSIMILE (561)640-0576 STATEWIDE PHONE (600)226-4607 STATEWIDE FACSIMILE (800)741-0576 Lot 8, Block 4, MIAMI SHORES ESTATES according to the Plat thereof, as recorded in Plat Book 47, Page 58, of the Public Records of MIAMI -DADE County, Florida. Cormnunity Number. 120652 Panel: 0093 Suffix: J F.I.R.M. Date: 3/2/1984 Flood Zone: AE Field Work: 12/9/2008 Certified To: JORGE ZULOAGA; LAW OFFICE OF DAVID STERN, P.A.; FIRST AMERICAN TITLE INSURANCE COMPANY; AMTRUST BANK, ISAOA Property Address: 10619 NE 10 PLACE MIAMI SHORES, FL 33150 Survey Number 145137 LEGEND: NC AIR CONDITIONER 8.R SEARINGREFERHVCE RM. BENCHMARK € CBNTERLINE (C) CALCULATED CATV CABLE RISER C.B. CATCH BASIN OFL DRILL HOLE D.E DRAINAGE EASEMENT DAN DRIVEWAY 4 CENTRAL ANGLE /DELTA C.M. CONCREIEMONUMENT D.B. 0 33E00K D. DESCRIPTION OR DEED ESMT EASEMENT EO:W. EDG'E OFWATER F.F. FJP W.C. F.P.K F.C.M. FIR L LA.E M.E. MH. FJd. N&D AIR. N.T.S. E7r1STINGELEVATION FAYISHEDFLOOR FOUND IRON PPE FOUND WELL WATNESSCORNS' FOUND PARKER -KAL ON NAIL FO 1863 C O N C R ET E MO N U M F. N T FOUND IRON ROD LENGTH LIMITED ACCESS EMINENT MAINTENANCEEASEMSVT MANHOLE FOUND NAIL NAIL & DISC NONRADIAL NOT TO SCALE L.ME O.R O.R.E U.E P.CP. PJtM. T.S.M. TEL P.O.B. P.O.0 P.CC. P.C. P.RC P.T. • RO.E LAKE MA I N7 ENA NCE FA SEH b 6 V T OFRCIAL RELY OFFICIAL RECORDS BOOK UTHJTY E4S8VENT PERMANENT CONTRa PONT PIRMANINT REFERBVCE MONUMENT T[MPORARY BEACH M/RK TELEPH(R EFACILITES FONT OFHEWING POINT OFc CEMBVT PO m t T OF CONPOLAV CURVATURE POINT OFCURVATURE POINT OF REVERSE CURVARNE POW! PROPERTY CORNER ROOF OVERHANGFASLR IBVT RADIUS (RADIAL) Rhw SIR. P.P. T.O.B. w.M PB. U.P. (M) AE: Cif 1hR- 1* RIGHTOF WAY SET IRON ROD& CAP POWER POLE TOP OFRANK WATER METER PAGE PLAT PLAT800K UTILITY POLE FIELOMEASURED ANCHOR EMINENT OVERHEAD MTV UNES PROPERTY LINE CHORD CONCRETE MOOD PINCE METAL FEAK:E • PAGE 1 OF 2 PAGES GENERAL NOTES: I RGAL DESCRIPTION AND CERTIFICATION LEGAL DESCRIPTION PROVIDED BY OTHERS 7 NE L A A DS SHOWN HE R E ON WERE NOT A8STRAC7ED FOR EA S EM E7 V TS OR OTHER RECORDED E7dCUME RANCES NOT SHOWN ON THE RAE E UNDERGROUND PORTIONS O F FO O T I N G S, FO U NL)A 7 70N S OR OTHER I M P R O VEMEN T S WERE NOTLOCAELL WALL TIES ARE TO7HE FACE OF THE WALL AND ARENOTTO BE USED TO RECONSTRUCT BOUNDARY LINES. ONLY VISIBLE ENCROACHMEN7SLOOATE77 DIMENSIONS UNLESS OTHERWISE SHOWN FENCE 0 W N L R S H 1 P NOT D E T E R M! N E D. ELEVATIONS I M X CA T E D t ER €O N A R E MI t t t r AND DECIMALS R ER R ENCED TO N. G V. D .192 9 IN SOME I N S TA NC ES, GRAPHIC REPRESHITATIONS H A V E S E E N EXAGGERATED T O MORE CLEARY ILUSWE REIA77ONSHIPS 11E7WEEN PHYSICAL IMPflOVEMBV78 AND/OR LOT ME& WALL CASES, DAMSONS SHALL CONTROL 7HELOCA7XINOF THE IMPROVEMENTS OVER SCALED POSITIONS. TARGET SEIRVEYING, INC. SERVING MOST FLORIDA COUNTIES 5601 CORPORATE WAY SUITE 210 WEST PALM BEACH, FL 33407 PHONE (561) 840.4800 FACSIMILE (561) 640-0576 STATEWIDE PHONE (800) 2264807 STATEWIDE FACSIMILE (800) 741 -0576 1 This Instrument Was Prepared By: Stacey Newman REO Closing Coordinator LAW OFFICES OF DAVID J. STERN, P.A. 900 South Pine Island Road, Suite 400 Plantation, FL 33324 File No.: 08- C23695 Tax Folio No.: 11- 22320280580 1 11 1 111 1 11 1 11 11 11 1 111 1 111 1 1 11 111111 11 11 1 11 1 11 CFH 2009R0591324 OR Bk 26978 Pss 2631 - 2647; (17pss) RECORDED 08/14/2009 11 :17:11 DEED DOC TAX 1,200.00 HARVEY RUVIN, CLERK, OF COURT MIAMI -DADE COUNTY, FLORIDA SPECIAL WARRANTY DEED THIS INDENTURE, made this 1 `day of 2009, between DEUTSCHE BANK NATIONAL TRUST COMPANY, AS TRUSTEE UNDER POOLING AND SERVICING AGREEMENT RELATING TO IMPAC SECURED ASSETS CORP., MORTGAGE PASS - THROUGH CERTIFICATES, SERIES 2006 -1 whose post -office mailing address is 101 EAST MAIN STREET , SUITE 400, Louisville, KY 40202, hereinafter called the Grantor, and AUGUSTIN4YUSO and NORMVIA AYUSO, husband and wife whose post -office /OM I mailing address is " LO cn Q(ic p5 , hereinafter called the Grantee. (Wherever used herein the terms "Grantor" and "Grantee" include the parties to this instrument and their heirs, legal representatives and assignees of individuals, and assigns of corporations) WITNESSETH: the Grantor, for and in consideration of the sum of TEN and 00 /100 ($10.00 ) DOLLARS and other good and valuable consideration, receipt whereof is hereby acknowledged by these presents, does grant, bargain and sell, alien, remise, release, convey and confirm unto the Grantee all that certain land, situate in Miami -Dade County Florida, viz: Lot 8, Block 4, MIAMI SHORES ESTATES, according to the Plat thereof as recorded in Plat Book 47, Page(s) 58, Public Records of Miami -Dade County, Florida. Subject to: Restrictions, limitations, conditions, reservations, covenants and easements of record, if any; all applicable zoning ordinances; and taxes for the current year and all prior and subsequent years. TOGETHER with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. AND the Grantor hereby covenants with the Grantee that the Grantor is lawfully seized of said land in fee simple; that the Grantor has good right and lawful authority to sell and convey said land; that the Grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons claiming by, through or under the Grantor. Pursuant to the provisions of Sec. 689.071, F.S., the within named Trustee has the power and authority to protect, conserve and to sell, or to lease, or to encumber, or otherwise to manage and dispose of the above - described real property. The undersigned Agent further states that the attached Power of Attorney has not been heretofore revoked by the Principal and is still in full force and effect. Wherever the text in this Special Warranty Deed so requires, the use of any gender shall be deemed to include all genders, and the use of the singular shall include the plural. IN WITNESS WHEREOF the Grantor has caused these presents to be executed in its name, and its corporate seal to be hereunto affixed, by its proper officer(s) thereunto duly authorized, the day and year first above written. Book26978/Page2631 CFN #20090591324 Page 1 of 17 4 Signed, sealed and delivered in our presence: .rr 'L ! Print Name: w q STATE OF 6s COUNTY OF Um (CORPORATE SEAL) DEUTSCHE BANK NATIONAL TRUST COMPANY, AS TRUSTEE UNDER THE POOLING AND SERVICING AGREEMENT RELATING TO IMPAC SECURED ASSETS CORP., MORTGAGE PASS - THROUGH CERTIFICATES, SERIES 2006 -1, by: GMAC Mortgage, LLC f/k/a GMAC Mortgage Corporation, It's Attorney -In -Fact pursuant to Power of Attorney attached h o By: NamefTitl Both Borse The foregoing instrument was acknowledged before me this tom- day of f , 2009, by /as Beth Borse , of GMAC Mo age, LLC f/k/a GMAC Mortgage Corporation for DEUTSCHE BANK NATIONAL TRUST COMPANY, AS TRUSTEE UNDER THE POOLING AND SERVICING AGREEMENT RELATING TO IMPAC SECURED ASSETS CORP., MORTGAGE PASS - THROUGH CERTIFICATES, SERIES 2006 -1, who execu same on behalf of the said corporation and who did take an oath. He/She is personally known to me or + . p •duced as identification. Notary Public, State of Print Name: My commission expires: a �ptup �P�Y •= I.r1JA WILe ON ° '+� 'e Notary Public. State of Texas My Commission Expires b„'�taii��c February 08, 2012 Book26978/Page2632 CFN #20090591324 Page 2 of 17 1 H 25.0' f ) a' ZI1D , to 25.0' BLOCK CORNER 0 0 co FOUND 1/2" IRON PIPE FC 0.6's 89'29'12" 90'40'35" FOUND 1/2" IRON PIPE 0 FOUND 1/2" IRON PIPE FC Din LOT 7 BLOCK 4 130.00' 130.00' LOT 9 BLOCK 4 FOUND 1/2" IRON PIPE 90'21'03" 89'39'09" FOUND 1/2" IRON PIPE FC 0.3s 0 0 oo 6.5'w 2.05 LOT 14 BLOCK 4 LOT 13 BLOCK 4 LOT 12 BLOCK 4 BOUNDARY SURVEY SURVEYORS CERTIFICATE I HEREBY CERTIFY THAT INS BOUNDARY SURVEY ISA TRUE AND CORRECT REPRESENTATION 0 F A SURVEY PREPARED UNDER NY DIRECTION NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE AND AUTHENRCATED ELECTRONIC SEAL. OR A RAISED EMBOSSED SEAL AAVJSIGAMTURE 13 90tagY gigmi Clyde by alve motow McNealEe (SIGNEIV _______ CLYDE 0 lufrNEAL, PROFESSIONAL SURVEYOR AND MAPPER II28113 PAGE 2 OF 2 PAGES LB #6135 TARGET SURVEYING, INC SERVING ALL FLORIDA COUNTIES 6801 CORPORATE WAY SUITE 210 WEST PALM BEACH, FL 33407 PHONE (581)640.4800 FACSIMILE (581) 640 STATEWIDE PHONE (800)228-4807 STATEWIDE FACSIMILE (800) 741-0576 Lot 8, Block 4, MIAMI SHORES ESTATES according to the Plat thereof, as recorded in Plat Book 47, Page 58, of the Public Records of MIAMI -DADE County, Florida. Community Number. 120652 Panel: 0093 Suffix: J F.I.R.M. Date: 3/2/1984 Rood Zone: AE Field Work: 12/9/2008 Certified To: JORGE ZULOAGA: LAW OFFICE OF DAVID STERN, P.A.; FIRST AMERICAN TITLE INSURANCE COMPANY; AMTRUST BANK, ISAOA Property Address: 10619 NE 10 PLACE MIAMI SHORES, FL 33150 Survey Number 145137 LEGEND: NC AIR CONDITIONER B.R. B EA R I N S REFERENCE B.A. BENCHMARK 4' CENTERLINE (C) CALCULATED CATV CABLE RISE? CB. CATCH BASIN OR DRILL HOLE D.E MANAGE EASEMENT O!W DRIVEWAY d CENTRAL ANGLEID&TA C.M. CONCRETE MONUMENT D.B. DEED BOOK D. DESIPJPT7ONORDEED EMT EASEMENT EO.W. EDGEOFWATER F.F. FJ.P FD. W.C. F.P.K F.C.M FJR L L.A.E ME. T+LhL F.N. N&O RR. N.T.S EXISTINGELENATION FINISHED FLOOR FOUND IRON PIPE FOUND WELL. IM NESSCORNER FO U ND PA R K E R- KA L O N NFL FOW13 CO9VCRETEMOWJEUT FOUNDIRONROD LENGTH L#2I7EDACCESSEAS T MAINTENANCE &WENT SOLE FOUND NAIL NAIL & DISC NON RADIAL NOT TO SCALE L.ME OR ORa ILE P.C:P. P.RM. T.B.M. 773. P.O.B. P.O.C: P.CC. P.C. P.RC. P.T. • RA.E LAKE 11 AINIEANNCE EASSIENT OFFICIAL M CFFTCTAL RECORDS BOOK UTILITY & T PE MpN&17CONTROL. PONT Pi:RMANIXT REFERENCE AAONUMENT TEMPORARY BENCH MARK T EL E PH O, 1 I E FACILITIES POINT OFBEGINNING F17/NTf FGCMME VCFMENT POWTt>F COMPOUND NATURE POVTOFCURVATURE POINT O F R E I I Ki SE CURVATURE POWW'OFTANGENCY Ri'OPERTY COMER ROOF OVERHANG EASEMENT RADIUS (RADIAL) R/W SLR P.P. T.O.B. WM pa P.B. UP. (M) A.E tXf 11 X RIGHT OF WAY SET RON ROD & CAP POWER POLE TOP OFBANK WATER METER PAGE PLAT PLAT BOOK MUM POLE FIELD MEASURED ANCHOREASLNT OVERHEAD WITTY UNES PROPERTYLAE CHORD COVE77EDAREA CONCRETE WOW FOXE METAL FENCE • PAGE 1 OF 2 PAGES LEGAL DESCRIPTION AND CERTIFICATION LB #6135 GENERAL NOTES: 1) LEGAL DESCRIPTIONPROV1OEDBYOTHERS 2) 7HE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS GROTHER RECORDED ENCUMBRANCES NOTSHOWNONT7IEPIAT. 3) UNDERGROUND PORTIONS OFFOOTINGS. F( 3LM4TIONSOR OTHER IMPROVEMMVTSWERE NOT LOCATED. 4) WALL 77ES ARE TO 7HE FACE OF THE WALL AND ARE NOT TO BE( TO RECONSTRUCT BOUADARYLINES. 5) ONLY VISIBLE ENCROACINEWT LOCATED. 6) DI MENSIONSSHOWNARE PLAT AND MEASURED UNLESS OTHERW/SESHOWN 7) RfNCE OWNERSHIPNOTDETERMINED 8) ELEVA 770NSINDICATED HEREON ARE GI FEET AND LTECIMALSREFRE7IK DTON.G.V.U. 1929 9) IN SOME INSTANCES, GRAPH ICETAT70NS HAVE BEEN EXAGGERATED TOMORE CLF. ARY ILLUSTRATE REIA 77ONSHIPS BETWEEN PHYSICAL IMPROVEMENTS AND/OR LOT LINES. 1NALL CASE& DAVEMSIGWS SHALL CONTROL. THE LOCATION OF77HE IMPROVEMENTS OVER SCALED POSJ IONS TARGET SURVEYING, arc. 6601 CORPORATE WAY SUITE 210 WEST PALM BEACH, FL 33407 PHONE (581) 840-0800 FACSIMILE (561) 840 -0576 STATEWIDE PHONE (800)228.4807 STATEWIDE FACSIMILE (00) 741 -0576 SERVING MOST FLORIDA COUNTIES 0' I This Instrument Was Prepared Iiy: Stacey Newman REO Closing Coordinator LAW OFFICES OF DAVID J. STERN, P.A. 900 South Pine Island Road, Suite 400 Plantation, FL 33324 File No.: 08- C23695 Tax Folio No.: 11- 22320280580 1 11 1 11 1 11 11 1 1 111 1 11 1 11 11 1 1 CFN 2009R0591324 OR Bk 26978 Pss 2631 - 26471 (17pss) RECORDED 08/14/2009 11:17:11 DEED DOC TAX 1,200.00 HARVEY RUVIH, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA SPECIAL WARRANTY DEED THIS INDENTURE, made this day of 2009, between DEUTSCHE BANK NATIONAL TRUST COMPANY, AS TRUSTEE UNDER POOLING AND SERVICING AGREEMENT RELATING TO IMPAC SECURED ASSETS CORP., MORTGAGE PASS - THROUGH CERTIFICATES, SERIES 2006 -1 whose post -office mailing address is 101 EAST MAIN STREET , SUITE 400, Louisville, KY 40202, hereinafter called the Grantor, and AUGUSTIN 4YUSO and NO AYUSO, husband and wife whose post- office mailing address is /OM I (O c�¢ f JY Qf it W'�S , hereinafter called the Grantee. C�. (Wherever used herein the terms "Grantor" and "Grantee" include the parties to this instrument and their heirs, legal representatives and assignees of individuals, and assigns of corporations) WITNESSETH: the Grantor, for and in consideration of the sum of TEN and 00 /100 ($10.00 ) DOLLARS and other good and valuable consideration, receipt whereof is hereby acknowledged by these presents, does grant, bargain and sell, alien, remise, release, convey and confirm unto the Grantee all that certain land, situate in Miami -Dade County Florida, viz: Lot 8, Block 4, MIAMI SHORES ESTATES, according to the Plat thereof as recorded in Plat Book 47, Page(s) 58, Public Records of Miami -Dade County, Florida. Subject to: Restrictions, limitations, conditions, reservations, covenants and easements of record, if any; all applicable zoning ordinances; and taxes for the current year and all prior and subsequent years. TOGETHER with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. AND the Grantor hereby covenants with the Grantee that the Grantor is lawfully seized of said land in fee simple; that the Grantor has good right and lawful authority to sell and convey said land; that the Grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons claiming by, through or under the Grantor. Pursuant to the provisions of Sec. 689.071, F.S., the within named Trustee has the power and authority to protect, conserve and to sell, or to lease, or to encumber, or otherwise to manage and dispose of the above - described real property. The undersigned Agent further states that the attached Power of Attorney has not been heretofore revoked by the Principal and is still in full force and effect. Wherever the text in this Special Warranty Deed so requires, the use of any gender shall be deemed to include all genders, and the use of the singular shall include the plural. IN WITNESS WHEREOF the Grantor has caused these presents to be executed in its name, and its corporate seal to be hereunto affixed, by its proper officer(s) thereunto duly authorized, the day and year first above written. Book26978/Page2631 CFN #20090591324 Page 1 of 17 4 Signed, sealed and delivered in our presence: 1 Ai imismrarzaza Wit" Print Name:-" Let NM STATE OF COUNTY OF (CORPORATE SEAL) DEUTSCHE BANK NATIONAL TRUST COMPANY, AS TRUSTEE UNDER THE POOLING AND SERVICING AGREEMENT RELATING TO IMPAC SECURED ASSETS CORP., MORTGAGE PASS - THROUGH CERTIFICATES, SERIES 2006 -1, by: GMAC Mortgage, LLC f/k/a GMAC Mortgage Corporation, It's Attomey -In -Fact pursuant to Power of Attorney attached hereto. By: v �,• •• r � Name/Titl Both Borse --L V The foregoing instrument was acknowledged before me this day of 2009, by /as Beth Borse , of GMAC Mo age, LLC f/k/a GMAC Mortgage Corporation for DEUTSCHE BANK NATIONAL TRUST COMPANY, AS TRUSTEE UNDER THE POOLING AND SERVICING AGREEMENT RELATING TO IMPAC SECURED ASSETS CORP., MORTGAGE PASS - THROUGH CERTIFICATES, SERIES 2006 -1, who exec same on behalf of the said corporation and who did take an oath. He/She is personally known to me or ' pr , duced as identification. .od Tyrpjr SSA WILSON .° ' ' 4 4% Notary Public, State of Texas : s My Commission p Vp February ion Ex Book26978/Page2632 CFN #20090591324 Notary Public, State of Print Name: My commission expires: Page 2 of 17 1 84. Map/Panel Number B5. Suffix B5. FIRM index B7. FIRM Panel B8. Flood 89. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 0093 J 3/211984 3/2/1984 AE 8 U.S. DEPARTMENT OF HOMELAND SECURITI Federal Emergency Management Agency National Flood insurance Program Al. Building Owner's Name JORGE ZULOAGA City MIAMI SHORES State FL ZiP Code 33150 ELEVATION CERTIFICATE Important: Read the instructions on pages 1-8. 146137 SECTION A - PROPERTY INFORMATION A2. Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 10819 NE 10 PLACE A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude/Longitude: Lat. 25°52'21.12°N Long. 80°10'32.99°W A8. Attach at least 2 photographs of the building if the Certificate is being used to A7. Building Diagram Number/ A8. For a bundling with a crawl space or enclosure(s), provide a) Square footage of drawl space or enclosure(s) N/ sq It b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above acgacent grade 0 c) Total net area of flood openings in A8.b 0 sa in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number 120652 82. County Name MIAMI -DADE B3. State Florida B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile is FIRM p Community Determined 0 Other (Describe) 811. Indicate elevation datum used for BFE in Item B9: E NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) 812. Is the buikMg located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes h_ No Designation Date_ 0 CBRS ❑ OPA 1) 9) 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 -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/AO. Complete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized Vertical Datum _ Conversion/Comments a) Top of bottom floor (including basement, crawl space, or enclosure floor) b) Top of the next higher floor c) Bottom of the lowest horizzontal 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) Lowest adjacerd (finished) grade (LAG) Highest adjacent (finished) grade (HAG) 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. I certify that the information an this Carta:rate represents my hest efforts to interpret the data available. I understand that any false statement may punishable by fire or imprisonment carder 18 U.S. Code, Section 1001. ❑ Cheek here if comments are provided on back of form. Carttfler's Name Clyde O. McNeal License Number 2883 Title Registered Professional Surveyor Company Name TARGET SURVEYING, INC. Address TARGET SURVEYING, INC. Signature �- "1 - FEMA Form 81 February 2008 City West Palm Beach State R ZIP Code 33407 Date 12/9/2008 Telephone (551)640 -4800 See reverse side for continuation. RESIDENTIAL Horizontal Datum: ❑ obtain flood insurance. OMB No. 16e0-0008 Expires February 28.2009 For insurance Company Use: Policy Number Company NAIC Number A9. For a Wilding with an attached garage, provide: a) Square footage of attached garage Mg sq 8 b) No. 01 pemtanent flood openings in the attached garage walls within 1.0 foot above adjacent grade 0 c) Total net area of flood ovenirtdrs in A9.b 4 s4 in Check the measurement used. 1.1 E feet ❑ meters (Puerto Rico only) )!1<A feat ❑ meters (Puerto Rico only) E feet ❑ meter: (Puerto Rico only) r feet ❑ meters (Puerto Rico only) b_6 E feet ❑ meters (Puerto Rico only) 2,2 E feet ❑ meters (Puerto Rico only) 5_1 feet ❑ note s (Puerto Rico only) NAD 1927 RI WAD 1983 Replaces all previous editions For Insurance Company Use: Policy Number Company NAIC Number 145137 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. 10619 NE 10 PLACE City MIAMI SHORES State FL ZIP Code 33160 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: GARAGE SQUARE FOOTAGE IS ROUNDED TO THE NEAREST 100 SQUARE FEET. ACCESS UNAVAILABLE. Signature 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. 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 (LAO). a) Top of bottom floor (including basement, crawl apace, or enclosure) is - - ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Tap of bottom floor (Including basement, crawl space, or enclosure) Is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 8-8 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 hi the diagrams) of the building Is ❑ feet 0 meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is _ _,__ ❑ feet ❑ meters ❑ above or ❑ 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 w ttt the community's floodplain management ordinance? 0 Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The properly 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, B, and E are correct to the bast of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address Signature Comments SECTION (3 - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's tioodptain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(,) and sign below. Check the measurement used in Items 08. and 09. 01. ❑ 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.) 02. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -lsaued or commurdty- issued BFE) or Zone AO. 03. ❑ The following information (Items 04. -GO.) Is provided for communliy floodplaln management purposes. G4. Permit Number G5. Date Permit issued 1 37. This permit has been Issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -bunt lowest floor (Inckcting basement) of the building: _._ _ .D feet ❑ meters (PR) Datum G9. BFE or (In Zone AO) depth of flooding at the building site: _ ❑ feet ❑ ureters (PR) Datum - Local Official's Name Community Name Stgnatwe Comments FEMA Form 8141, February 2008 City Date Date Title Telephone Date State ZIP Code Tetephone ❑ Check here If attachments gladometallaehmant G6. Date Certificate Of Compliance/Occupancy issued n ofigisioniongonams Replaces all previous editions