The URL can be used to link to this page

RC-11-1163Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 172415 Permit Number: RC -6 -11 -1163 Scheduled Inspection Date: April 17, 2012 Inspector: Bruhn, Norman Owner: BORUCHOW, IRWIN Job Address: 950 NE 95 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Alteration Phone Number Parcel Number 1132050070120 Phone: (305)685 -0412 Building Department Comments REMODEL INTERIOR 1st AND 2nd FLOOR Passe 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- 171435. NO PERMIT ON SITE. JR April 16, 2012 For Inspections please call: (305)762 -4949 Page 17 of 21 Permit Number: RC -6 -11 -1163 J Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 161405 Inspection Date: March 15, 2012 Inspector: Bruhn, Norman Owner: BORUCHOW, IRWIN Job Address: 950 NE 95 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Final PE Certification Work Classification: Alteration Phone Number Parcel Number 1132050070120 Phone: (305)685 -0412 Building Department Comments REMODEL INTERIOR 1st AND 2nd FLOOR Passed F—JD,/ Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until March 14, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 Location: 950 NE 95th Street Permit: RC- 6- 1111 -63 Re: Special Inspector for Reinforced Masonry, FBC 2122.4 (R4407.5.4) Norm Bruhn, I have inspected the engineered unit masonry at said location including, but not limited to, the mortar, horizontal reinforcement, filled cells, concrete columns, beams, & lintels, and reinforcing steel and have found them in compliance with FBC 2007 and the approved drawings for this project. nk you, Victor J. Bruce A.I.A. AR- 0017103 370 NE 101st Street Miami Shores, Florida 33138 telephone 305- 310 -5030 fax 1- 877 - 408 -8280 email vbruce@ai- associates.nef inspection vvorKsneei Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 171142 Permit Number: RC -6 -11 -1163 Inspection Date: March 14, 2012 Inspector: Bruhn, Norman Owner: BORUCHOW, IRWIN Job Address: 950 NE 95 Street Miami Shores, FL 33138- Project <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Alteration Phone Number Parcel Number 1132050070120 Phone: (305)685 -0412 Building Department Comments REMODEL INTERIOR 1st AND 2nd FLOOR Passed gic,2 Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 ' March 14, 2012 Page 1 of 1 A ; &. HEAT TNSU ,ATION, INC. dba/ALLSTATE INSULATORS 1751 WEST 3811{ PLACE MIT 1006 -A T 0 E 02) 03) Exterior ccniitl orate wails; R-: Thiclness: inch (es): Datiert 3) Interim walls :` E_ `w AlC from sot -A/C $ # Material: 1Y ' °rWa ;a ' LAO Thistrese lb /ft 05) MICTIEVITLY ..._RE.S11 E111.„CQ1 4.1atiC110 1 024LYw twiaecies shall be insulated to a mi einuei of R -111 'or frame wails. Secs ENERGY CODE, 2007, taaransaph 13.602. ABC. 1. I .. on gage 13.74, arc vot the Energy Csattarlatiatns, but < .;. tic installed iu t1 6) Cciliest insulation R- 19 (Mm) Materials: Titilckrtcsa: b 114" at F RG KNAUF Instated by take: For Raoul 02-20-2001) Permit Number: RC -6 -11 -1163 I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 171143 Inspection Date: March 14, 2012 Inspector: Dacquisto, David Owner: BORUCHOW, IRWIN Job Address: 950 NE 95 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Declaration of Use Work Classification: Alteration Phone Number Parcel Number 1132050070120 Phone: (305)685 -0412 Building Department Comments REMODEL INTERIOR 1st AND 2nd FLOOR 4) 3 / /7/, Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until March 14, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 111` . b 1111111111111111111111111111111I Mil 11111111 CFN 2r_r12Rd e109054 OR Bk 27998 Ps 41741 (1as) RECORDED 02/15/2012 15:08:18 HARVEY RUVIFI, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE STATE OF FLORIDA, COUNTY OF DADE t HEREBYCERTIFYthat this is a true copy of the al filed In this office on dsy of PREPARED BY: DECLARATION OF USE KNOW ALL MEN BY THESE PRESENTS: WHEREAS, the undersigned eDiamt' Z situated and being in Miami Shores Village, Florida: Lot(s) C Page Block of is /are the fee simple owner(s) of the following described property (°Property°) (Subdivision), according to the plat thereof. as recorded in the Plat Book of the Public Records of Miami -Dade County, Florida, (address)? V N6. ',Cs r and WHEREAS, the undersigned owner(s) have sought certain development approval from Miami Shores and are providing this document in consideration thereof and to induce the Village to grant same: NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is acknowledged, the undersigned do(es) hereby declare and 1. That the Property will not be used in violation of any ordinance of Miami Shores Village or Miami -Dade County now in effect or hereinafter enacted. 2. That the property will be used for a single family residence only. 3. That he /she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute a restrictive covenant concerning the use, enjoyment and title to the above Property and shall constitute a covenant running with the land and shall be binding upon the undersigned, his /her successors and assigns and may only be released by Miami Shores Village, or its successors, in accordance with the codes, rules and regulations of said Village then in effect. IN WITNESS WHEREOF, the undersigned has /have caused hand(s) and seal(s) to be affixed hereto on this day of agree 200 WITNESS(ES) Signature and Print Signature and Print 0614401$ Z6 L S/ egg STATE OF FLORIDA COUNTY OF MIAMI -DADE and Print Signature and Print I HEREBY CERTIFY that onn this day personally appeared before me jvq.�t#�A eft who is personally known to me or has produced bz/4. VfX* * !'t' to 7 4)(type of identification) as identification and he /she acknowledge that he /she executed the foregoing, freely and voluntarily, tor purposes therein expressed. SWORN TO AND SUBSCRIBED before me on this 14 day of --L) My commission expires: 20Q2„. DOOR ec ULE "" MARK STYLE DOOR SIZE MASONRY OPENING 101 too PRESSIRES NO1ES WIDTH HEI 1 WIDTH HEIGHT POSSl�G� to 5 Vie' s'-0 6'.s 6'.r 6'-s 5 41 -50 �- tzl E - Si& 2'-8' 6'-e' r-6' 60-8' 4 50 — 103 5 - &g4 2-8' 6'4' r-8' 842 5 50 -68 -- L 44. A861161..E8 TO EE 2164OT48144442 AS Min flUi2.224212 ROA 2.115C1001,ASCE1.05,V44 TIM m C53 c JAN 1 P. .e u 9 z: iz Y. AA24051388 VICTOR J. BRUCE AR-0017103 37011E.1010 Mud Shores, &Ma 33139 hd 308-3104030 far 1477408-8280 mat vbruceSokinodotessef Miami Shores Village. APPROVED BY ZONING DEPT BLDG DEPT SUBJECT YO CCMIPLIANCE WTPi ALL FEDERAL STATE ANL) CCUNN r3ULES AND REGULATIONS FLOG SCALE: 3/32' :I' -0' 1 Pod 12 41-u 4s 06228452 514 EMedor door ent for Ve o Residence 950 NE 95th St. Maid Shores, FL 33138 0123 -verc tem Floor plan with numbered openings & schedules A.1 OF 2 Vera Residence - Door Calculations 12/26/2011 Revised ASCE 7 -05, V=146 MPH, Exposure C Formulas: +GCp: 1.18- 0.177x(area) -GCp Zone 4: -1.28 + 0.177 x (area) -GCp Zone 5: -1.75 + 0.353 x (area) +PSF: 43.6 x ( +GCp + 0.18) -PSF: 43.6 x (-GCp - 0.18) Project pressures Victor J. Bruce AR- 0017103 +GCp -GCp +PSF -PSF First floor doors 0.95864 - 1.3085 50 -65 Florida Building Code Online RECEIVED JAN 19 2012 1 of 4 Busines' Profess] Regulation BCIS Home lop In User Registration Hot Topics Submit Surcharge Stats & Facts Pubil ations FBC Staff BCJS Site Map Lints Search duct Approval R: Public User Product Aonroral Menu > Product or Application Search > Aonllcation list > Application Detall FL # Application Type Code Version 2007 Application Status Approved FL8692-R2 Revision Comments Archived *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and /or the Commission if necessary. r Product Manufacturer Masonite International Address /Phone/Email 1955 Powis Road West Chicago, IL 60185 (615) 441-4238 sschreiber@masonite.com Authorized Signature Technical Representative Address /Phone/Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Product Approval Method Method 1 Option A http:l /www.flc ://www.floridaboilding.org/pr/pr ing.orglprlpr app dtl..aspx?para n EVXt wtDqu38PIGV2h %... 12/22/2011 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved 02/01/2011 03/10/2011 03/22/2011 Page 2 of 4 Summary of Products FL d Model Number or Name Dlcri , on 8692.1 Hurricane Belleville Fiberglass Door Unit 6' -8" Opaque I/S and 0/S Single Door Limits of Use Approved for use In HVHZ Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: + 70.0 / -70.0 Other: Evaluated for use In locations adhering to the Florida Building Code including the High Velocity Hurricane zone, and where pressure requirements as determined by ASCE 7 do not exceed the design pressures listed. 3' -0" x 6' -8" max nominal size. '':Hurricane protective system Is NOT required. See anchor detail DWG- MA- FLO170 -07 for additional information. Certification Agency Certificate FL8692 R2 C CAC N1007077- tt1.PDF Quality Assurance Contract Expiration Date 12/31/2014 nstallatlon Instructions FL8692 R2 II FLO170.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL•692 R2 AE 504A.pdf Created by Independent Third Party: Yes • :,.92.2 (Hurricane Belleville Fiberglass ' -0" Opaque I/S and O/S Single Door Door Unit mits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ Yes Impact Resistant Yes Design Pressure: +70.0/ -70.0 Other. Evaluated for use In locations adhering to the Florida Building Code Including the High Velocity ' Hurricane Zone, and where pressure requirements as determined by ASCE 7 do not exceed the design pressures listed. 3' -0" x 8'-0" max nominal size. Hurricane protective system Is NOT required. See anchor detail DWG- MA- FL0171 -07 for additional information. iflcation Agency Certificate FL8692 R2 C CAC N1007077- R1.PDF uality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL8692 R2 II FL0171.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8692 R2 AE 503A.pdf Created by Independent Third Party: Yes 2.3 Hurricane Belleville Fiberglass Door Unit .'-8" Opaque 1/S Single or Double Door w/ or wr /o ■ Idelites I Umits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +50.5/ -50.5 Other. Evaluated for use In locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as 1 determined by ASCE 7 do not exceed the design pressures listed. 12' -0" x 6' -8" max nominal size. Hurricane protective system Is NOT required. See anchor i detail DWG- MA- FLO170 -07 for additional Information. Certification Agency Certificate FL8692 R2 C CAC N1007077- R1.PDF Quality Assurance Contract Expiration Date 12/31/2014 aInstafation Instructions F1_8692 R2 11 FL0170.odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8692 R2 AE 502A.pdf Created by Independent Third Party: Yes -92.4 I (Hurricane Belleville Fiberglass Door Unit 6' -8" Opaque O/S Single or Double Door w/ or w/o Sidelltes „,' -z of Use 3 Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +55.0 /-50.5 ;j Other: Evaluated for use in locations adhering to the Florida Building Code Including the High Velocity !'Hurricane Zone, and where pressure requirements as ' idetermined by ASCE 7 do not exceed the design I pressures listed. 12' -0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See anchor etall DWG- MA- FL0170 -07 for addltlonal Information. Certification Agency Certificate FL8692 R2 C (3AC N1007077- R1.PDF Quality Assurance Contract Expiration Date 12/31/2014 staliation Instructions FL8692 R2 II FL01.70.pdf Verified By: National Accreditation & Management nstltute, Created by Independent Third Party: Evaluation Reports FL8692 R2 AE 502A.odf Created by Independent Third Party: Yes ;18692.5 Hurricane Belleville Fiberglass ' -0" Opaque I/S Single or Double Door w/ or w/o Door Unit ldeiltes Limits of Use I Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +50.5/ -50.5 Other. Evaluated for use in locations adhering to the jFlorida Building Code Induding the High Velocity Certification Agency Certificate FL8692 R2 C CAC NI007077- R1.PDF uality Assurance Contract Expiration Date 12/31/2014 sta latlon instructions FL8692 R2. II F10171.pdf Verified By: National Accreditation & Management http: / /www.floridabuiiding.arg/pr /pr app_ dtl. aspx ?param=wGEVxQwtDqu38PI0V2h %... 12/22/2011 Florida Building Code Online Page 3 of 4 Hurricane Zone, and where pressure requirements as •etermined by ASCE 7 do not exceed the design i pressures listed. 12'-0" x 8'-O" Max nominal size. Hurricane protective system is NOT required. See anchor •etall DWG-MA-R.0171-07 for additional Infbrrnation. Instltute, Created by Independent Third Party: Evaluatlon Reports FL8692 R2 AE 501A.pdf Created by Independent Third Party: Yes 8692.6 1 ; Hurricane Belleville Fiberglass Door Unit HVHZ: Yes ' FiVliZ: Yes use In locations adhering to the the High Velocity pressure requirements as do not exceed the design x 8'-ir max nominal see. Is NOT required. See anchor for additional Information. 8'-0 " Opaque 0/S Single or Double Door w/ or w/o ,Sicielites mita of Use Approved for use In Approved for use outside Impact Resistant Yes Design Pressure: +55.0/-50.5 Other: Evaluated for Florida Building Code Including unicane Zone, and where determined by ASCE 7 pressures listed. 12-0° Hurricane protective system detail DWG-MA-FL0171-07 lion Agency Certificate FL8692 R2 C CAC N1007077-R1.PDF uality Assurance Contract Expiration Date 12/31/2014 Installation instructions FL8692 R2 II FL0171 odf Verified By: National Accreditation & Management stitute, Created by Independent Third Party: Evaluation Reports FL8692 R2 AE 501A.odf Created by Independent Third Party: Yes 8692.7 Hunicane Belleville Fiberglass 6'-8" Glazed I/5 and O/S Single or Double Door w/ or Door Unit w/o Sidelites Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +55.0/-55.0 Other: Evaluated for use In locations adhering to the Rorida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as • etermined by ASCE 7 do not exceed the design •rewires listed. 12'-0° x 6:-8" max nominal size. Hurricane protective system Is NOT required. See anchor dtali DWG-MA-FLO172-07 for additional information. ern on Agency Corti cate FL8692 R2 C CAC 1411007077-R1,PDF 1 ■ ' • uality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL8692 R2 II FLO172.odf Verified By: National Accreditation & Management 1 nstttute, Created by Independent Third Party: atuatton Reports ; FL869 R2 AE 502A.pdf ' Created by Independent Third Party: Yes 8692.8 Hurricane Belleville Fiberglass Is-°" Glazed I/5 Single or Double Door w/ or w/o iDoor Unit Sidelttes Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ.: Yes Impact Resistant Yes Design Pressure: +43.0/-47,0 Other: Evaluated for use In locations adhering to the Florida Building Code including the High Velocity Hunicane Zone, and where piessure requirements as determined by ASCE 7 do not exceed the design , pressures listed. 12'-O" x 8.-0° max nominal size. Hurricane protective system Is NOT required. See anchor detail DWG-MA-FLO173-07 for additional Information. IcsrfIcat1on Agency Certificate FL8692 R2 C CAC NI007077-R1.PDF Quality Assurance Contract Expiration 12/31/2014 Installation Instructions FL8692 R2 11 FL0173 odf Verified By: National Accreditation & Management nstltute, Created by Independent Third Party: Evaluation Reports a_0692 112_K_MIA iz. dr Created by Independent Third Party: Yes 692.9 Hurricane Belleville Fiberglass 113`-0" Glazed O/S Single or Double Door w/ or w/o Door Unit ISIdelites Limits of Use Approved for use In MHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +47.0/-45.0 11 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velodty .Hurricane Zone, and where pressure requirements as l' • etermlned by ASCE 7 do not exceed the design !pressures listed. 12'-0" x 8'-0° max nominal size. liturricane protective system is NOT required. See anch or I:detall DWG-MA-R.0173-07 for additional information. 1 - cation Agency Certificate FL8692 R2 C CAC 141007077-R1.PDF I My Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL8692 R2 II FL0173.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8692 R2 AE 501.A.• of Created by Independent Third Party: Yes ,18692.10 Hurricane Belleville Fiberglass 8'-0" Glazed I/5 and 0/5 Single or Double Door w/ or Door Unit w o SIdelites with surface bolts) limits of Use Approved for use In MHZ: Yes Approved for use outside HVHZ : Yes '1 Impact Resistant: Yes 1! Design Pressure: +55.0/-55.0 Other: Evaluated for use In locations adhering to the Florida Building Code including the High Velocity 11 Hurricane Zone, and where pressure requirements as ;determined by ASCE 7 do not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hunicane protective system Is NOT required. See anchor ertlficatlon Agency Certificate FL8692 R2 C CAC N1007077-R1,PDF • uallty Assurance Contract Expiration Date 12/31/2014 Installation instructions FL8692 R2 II FLS1173;fitlf Verified By: National Accreditation & Management Instttute, Created by Independent Third Party: Evaluation Reports FL8692 R2 AE 501A.Pdf hnp://www.floridabuilding.org/pr/pr app_dtl.aspx?paranr---vvGEVXQwtDqu3SPIGN/211%... 12/22/2011 1 El ' 4041,6‘te° HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT 6.-8" DOUBLE DOOR WIT-1/ WITHOUT =ELITES S.F.MBLAKIES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BALDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7. ammo DESIGN LOADS FOR BUILDINGS AND OTHER MIXTURES. DOES NOT EXCEED THE DESIGN PRESSURES USTED. 2. MS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE SYSTEM (SHUTTERS). 3. POLYURETHANE CORE FLAME SPREAO INDEX OF DO ARO SMOKE DEVELOPED INDEX OF DO PER AVM EU. 4, PLASTICS TESTING OF FIBERGLASS FACti4C: RIPTION DESIGNATION RESULT SOY XHITION TEMP ASTM 01929 752 "F > 650 T RATE OF BURNING ASTM D635 0.56 IN/MIN SMOKE DENSITY Am 02843 53.4Z TENSILE STRENGTH* ASTM 0838 3.25 OPT S. PLAVIGS TESTING OF UTE FRAME MATERIAL ON DESIONATION RESULT SELF IGNITION TEMP Asrm 01929 980 T > 650 T RATE OF BURNING ASTM 0535 1.04 vita SMOKE DENSITY ASfM 02843 438X TENSILE STRENGTH. ASTM 0838 2.85 DIFF COMPARATIVE TENSILE STRENGTH AMR REMO:711RO 4500 HOURS XENON ARC METHOD 1 SINGLE DOOR uNrt 000ELL111221101117 TABLE OF CONTENTS SHEET # DESCRIPTION mrsjimuEt6agprAwmasnfflira:Ltxmgagurimkaraiyari TWCL ELEVATIONS & GENERAL. NOTES IIIIMMIIIIIIIIIBMINIMENWo1110111:11MICEMIIISIENIACOMICEDEVAIMMIP,w4FAMA4 LING LOCATIOS 4 DETAILS 3 HIRING LOCATMS & DETAILS 2t121-12011ELIM' il111 1112D075 149" MAX MALL FRIME MUTH 21." MAX ,35.375' MAX. — PANEL WIDTH --1 VASTRAGAL L._ 37.S. MAX. FRAME WIDTH 1 7E1 SINGLE DOOR UNIT WIELS11211tIE DOUBLE 000R UNIT w/MDEI-nr5 Addatin NNW Allao ' Wand By Deb M0LES0811 IMIL11461=LIZES Dai0lig-D2DE2 AUSI7 WAQUIIIES IN . --r4 'el ..v ..r. '.. DESIGN PRESSURE RATING REQUIR e TO B 16Z OF quo; PREsSUR III1EgZifallrnllrrvarndllIllIllIll=lillIllIllrlill111111LIMIMIIIIIIIIIIIIIIIII IIIIIEINMIIIIIIIIIIEiaIIIIIEKEWACEXIIEECEMtrLIIULTWAMMIIXLIPMMHSETalrA2LMI mrsjimuEt6agprAwmasnfflira:Ltxmgagurimkaraiyari IIEIMIIEMIIIII/IIEIDIEW/CkaZIM.E7AM6231EHMP'ACSM111tZICVArZMIIIEEEIVAICEOEIII IIIIMMIIIIIIIIIBMINIMENWo1110111:11MICEMIIISIENIACOMICEDEVAIMMIP,w4FAMA4 ,1111(0X11111' I+ 111111111%111111111111262C111.11115LEVACIMIELEIEVACZEIIIIKEECLICKIEN r sign et. KURT MORAVA FLORIDA 0 < 2 4/9/07 scAm N.T,S. SINS D190-01—F10170-07 5165T 1 OF SEE DETAIL 3" SEE DETAIL SEE DETAIL "C" SEE DETAIL 8 x 2-1/2" 8 x 2-1/2" 10 x 2" #10 x 5/8" #10 x 5/8" #1O x 110 x 3/4" #10 x 3/4" DETAIL "C" DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER SOLT STRIKE PLATE TO FRAME AS SHOWN. 0.124" A14W4LE0 MOW sax 09 0,124" /WALED ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAI. DETAIL_ "0" 1 in" 0.9821 1.75" 1.047" mu 4/9/07 N1.4. TI T INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAY 0/S THRESHOLD MEM 8=18 TYPICAL GLAZING DETAIL &PACT RATED GLASS - 010.4.4.-FW170-07 .d SEE DETAIL, "C" SHT. 2 AUCLIMFALMIEL 1 ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOMAS. PE (FLORIDA #62514) WITH THE LOWLi (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. HA CHEDU 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULI. MORTISE BUTT HINGES, TYPICAL WOOD BUCK ANCHOR INSTALLATION TYPICAL MASONRY ANCHOR INSTALLATION AttatimeltAV )J/LO 4 cam 4/9/a7 Mat N.T.S. owcey SWS DWG-WA-FLO t 70-0 7 NAMI NOTICE OF PRODUCT LINE CERTIFICATION Certification No.: Date: Revision Date: Certification Program: Company: Code: N1007077-R1 PaILC 1 04/10/2007 12/17/2010 Structural Masonite International M-703-1 The "Notice of PrOduct Line Certification" is valid only when Administrator's Seal is applied to the upper left hand portion of this form and a certification label is applied to the product. This certification seal represents product conformity to the applicable specification and that all certification criteria has been satisfied. The products and systems listed below are approved for listing in the Directory of Certified Products at nyfw,NA)11Celatiilticom. Please review and advise NAM' immediately if data. as shown requires cOrrecti on s Company: Masonite International Corporation 1955 Powis Road West Chit.. o.IL 60185 Product Line: Masonite "Hurricane Belleville Fiberglass Door" Side-Hinged Door Test Report: NCTL-210-3102-1/210-3105-1/210-3367-1/210-3389-1 Section 1: General Description of the Products and Systems under this Certification 1.1 Frame: The frame jambs consist of finger jointed pine with all comers coped. butted, and sealed using three 2- long wire staples (.04375-). 1.2 Mullion Construction: Where used, each mullion constructed of laminated lumber and attached to the header and threshold with three 410 x 3- Philips Flat Head Wood Screws or back to hack wood jambs, 1.3 Glazing: Where used, the overall impact rated laminated glass was glazed into an ASA Polycarbonate frame. Consisted of 0.124"Annealedi0.090- Solutia Satlex IIIG/0.124-Annealed/Decorative Insert-0.124- Tempered Glass! or 0.124"Annealed/0.090 Solutia Satlex IIICi10.124"Annealed and 0.124"Tempered Glass with aluminum or butyl spacer. 1.4 Door Leaf Construction: Each door leaf was constructed from 0.075- thick reinforced tiberglass composite material. Top rail and stiles constructed from wood, with or without composite edge band. National Accreditation & Management Institute, Inc. 4794 George Washington Memorial Highway, Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 Certification No.: N1007077-R1 Page 2 Section 2: Registered Suppliers 2.1 Door Lites: Specialty 2.2 Astragal: Endure Ultimate Section 3: Additional Supportive Test or Acceptance Data Provided with Certification Documentation included: 3.1 Fiberglass Door Facing-Tested for Tensile & Elongation Properties per ASTM D638, both before and after weathering for 4500 hours per ASTM G26 Xenon Arc Method I. Test Report No. AT1-94556.01-106- 31. 3.2 Skin material tested to ASTM D635, ASTM D2843 and ASTM 01929 And conditioned for not less than 40 hours per ASTM D618. "Rate of Burn, Self Ignition Temperature and Smoke Density Tests" to Fiberglass Skin conducted by ETC Laboratories, Test Report ETC- 98-417-7139.0. 3.3 Impact lite frame material tested to ASTM 1)635, ASTM D2843, ASTM D1929 and ASTM D638 Test Report No. AT1-94556.01-106-31. 3.4 Miami-Dade Building Code Compliance Notice of Acceptance for Solutia 1nterlayers, NOA No.: 09-0127.13. 3.5 Surface Burning Characteristics for Foam Filled Door perforated by Omega Point Laboratories to ASTM E84-98, "Standard Test Method for Surface Burning Characteristics of Building Materials-Report No. 15977-104313. 3.6 Anchor Calculations for: (Revised Section 04/26/05) Anchor Performance Calculation Report-Performed by Luis R. Lomas, P.E. (Florida No. 62514) 3.1 National Accreditation & Management Institute W-1362/W-1416. See additional Pages of Certification for Certified Product Line Matrix(s) and Installation Details If you have any questions regarding this certification, please contact NAMI at (800 684-5124. National Accreditation & Management Institute, Inc. 4794 George Washington Memorial Highway, Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 NOTICE OF PRODUCT CERTIFICATION, Corn Masonite International Corporation 1955 Powis Road West Chicago, IL 60185 Product: Certification No.: Certification Date: Expiration Date: Revision Date: NI007077-R1 Page 3 04/10/2007 12/31/2014 12/17/2010 Fiberglass Impact Rated Opaque Inswing or Outswing Door w/ and w/o Impact Rated Sidelites (w/Wood Frame unless noted) Specifications Tested To: TAS 201/202/203-94/ASTM E330 The "Notice of Product Certifieation" is only valid if the NAM, Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that alt certification criteria has been satisfied. This product has been approved for listing within NAMPs Certified Product Listing at won.Namkertification.com. NAMI's Certification Pro rani is accredited by The American National t Configuration tnswing or Outswin Glazed or Oa ue Maximum Size Structural Desigu Pressure Water Test Pressure Msil Impact Rated Test Report Number Drawing Number & Commeats X Single IIS Opaque 3'0" x 6'8" +70/-70 2.86 psf Yes NCTI.-210-3102-1 Maximum Panel Size: 3'0 x 6'8- Anchor Drawin -MA-W/170-07 X Single O/S Opaque 3'0" x 6'8" +70/-70 10.5 psf Yes NCTL-210,3102-1 Maximum Panel Size: 3'0- x 6'8" Anchor Drawings-MA-R.0170-07 ' XX Double I/S Opaque 6'0" x 6'8" +50.5/-50.5 2.86 psf Yes NCT1.-210-3/ 05- I Maximum Panel Size 3'0" x 6' ViSidelne: 3'0" Anchor Onss-MA-Flp I 713-07 NM-210-3105-1 Maximum Panel Sue. 3-0' x firdile: l'O" Anchor Dranings-M4-FLU170-07 WM -210-3105-1 Maximum liana Size, 3'0" x 61"eSidelite 3'0- x 6'8" Anchor Orm___Iims-MA-11.0170-07 N(11-210-3105-1 Mincimum Panel Size- 3'0" x 6' ViSidelite: 3°U" x 6 °8° Anchor Drawin-s-MA-P .0170-07 XX Double O/S Opaque 6'0" x 6'8 +55/-50.5 +50.5/-50.5 6.00 psf 8.25 psf* 2.86 psf Yes Door-Yes Sidelite-Yes X0/OX Single w/Sidelite US Opaque Door Glazed Sidelite 6'0" x 6'8" -- XO/OX Single w/Sidelites O/S Opaque Door ',lazed Sidelite 6'0- x 6' " +55f-50.5 6.00 psf 8.25 Psf* Door-Yes Sidelite-Yes OXO Single w/Sidelites I1S Opaque Door Glazed Sidelites 9'0" x 6'8" 50.5/-50.5 2.86 psf Door-Yes Sidelites- Yes NC T1,-210-3105- ma'am= Panel Sue' 3°0" x 61°°"Sidelite. 3'0" x 61° Anchor Drawings-MA-FLO I 70417 OXO Single w/Sidelites O/S Opaque Door Glazed SiliCiites 9'0" x 6' " +551-50.5 6.00 psf 8.25 psi"' Door-Yes Sidelites- Ye , NE.' il,-21 3 5-1 . '-ix- 3'0" x 6'8"/Siclelite• 3'0" x 6'8- , .1 wings-MA-K0170.07 OXXO Double w/Sidelites S Opaque Doors Glazed Sidelites 12'4" x 6' +50.51-50.5 286 psf Doors-Yes Sidelites- Yes N L-210-3105-1 Maximum Pane Sim: 3'0" x 6 8-/Sidelite- 3'0" x 6'8" Anchor Drawings-MA-FUJI 70.07 OXXO Double w/Sidelites O/S Opaque Doors Glazed Sidelites 124.- x 6'8" +55/-50.5 6.00 psf 8 ... Doors-Yes Sidelites- Yes NICIL-210-3105-1 Maximum Panel Size^ 3'0" x 61"/Sidehie, 3'0' N 6.8- Anchor 075:NA-11-0170-07 *Denotes High Dana Threshold Design National Accreditation & Management Institute, Inc./4794 George Washington Memorial Higbway Tel: (804) 684.5124 Fax: (804) 684-5124 NAMI AUTHORIZED SIGNATURE: Company: Prod uct: NOTICE 0 PRODUCT CERTIFICA ON Masonite International Corporation 19515 Powis Road West Chief' , IL 60185 Certification No.: Certification Date: Expiration Date: Revision Date: NI007077-R1 Page 4 04/10/2007 12/31/2014 12/17/2(110 Fiberglass Impact Rated Opaque Inswing or ()utswing Door w/ and w/o Impact Rated Sidelites (w/Wood Frame unless noted) Specifications Tested To: TAS 201/202/203-94/ASTM E330 l'he 'Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document The certification label represents product conformity to the applicable specification and that all certifivation criteria has been satisfied. This product has been approved for listing within NAM i's Certified Product Listing at wss w.Namicertification.com. N AMI's Certification Program is accredited by The American National Standards Institute (ANSI). T inswing Configuration Outswis . _ L'S Single X 0/S Single XX Opaque OIS Opaque (lazed ar Opaque Opaque Structural Nlaximum Design Size Pressure x 8'0" +70/-70 Water Test Pressure 2.86 pst Opaque Double XX Double X010X Single wiSidelite ROIOX Single w/Sidelites ()X0 Single sviSidelites •• OXO 0/S Single w/Sidelites OX X0 I/S Double wiSjdeljres OX.X0 ; 01S Double %%/Sidelites q"letinte MO Dam rbreShoid Deign National Accreditation & Management Institute, Inc,/4794 George Washington IVIemorial flighway/Hayes, VA 23072 Tel: ( 804) 684-5124 Fax: (804) 684-5 (22 ,/* Opaque Door Glazed Sidelite Opaque Door Glazed Sidelite Opaque Door <Hazed Sidelites Opaque Door Glazed Side/Res 3"(Y' 8'0" 6,0" x 8'0" ." x 8'0" 4- 4 6'0" 4-- +70/-70 Missile Test ReportRainber-- impact Drawing Number & Rated j Comments Yes M■PfittlUlti Panel Size: 3'O" x 3'0" Anchrn Urawings-MA-P1,0171-07 NCIL-210-3 i 02-1 Maxinnuin Panel Size: 3'0" x 3'0" Anchor Drawinp-MA-FL01?1-07 Nlert..-210-3105-.1. Maximum Panel Size: 3'0" x Anchor Orav‘ings-MA-F..01 714)7 Is4CT1,210-3105-1 Maximum Panel Sim: x Anetan Drawinp-MA-F1,0171-07 10.5 ' Yes 2,86 psf Yes +55/-50.5 6.00 psf 8.25 psf' Yes Opaque Doors I x 8'0" (Hazed Sidelites Opaque Doors I 124"x 8'0" Glazed Sidetites +5051-50.5 +551-50.5 T. -50.51-50.5 155/-50:5 2.86 psf Door-Yes Sidelite-Ye 's 6.00 psf 1)oor-Yes 8,25 psf Sidelite-Yes 4-- 2.86 psf Door-Yes Sidel (,:60 psi D001 YQS 8,25 Psi' Sidelites-N'es 2.86 psi. 1)oors-Yes +55.1-50.5 6,t)0 psf iMors-Yes 8-15 Psf* Sidelites-Yes NCR-210-3105-1 Maximum Panel Size.. 3'0" x Anchor thuvvinp-MA-F1.0171-,)7 NCTI.-2 1(1-1105-1 Nitaxitnum Panel Size. x 8 0' Anchor Draviinzs.M.A-FLOI 71-07 111-31115-1 N4aximiini Panel Size' 3'0" x 5'0" Andiat 1)rawings-N1A-1:1.01714)7 -1 k,4,LxflIrn Pmtet Size: 3 '0- x ' Atichin Drawn...Is-MA-1:1..0171-07 tici'l -210-3105-1 Maxiinutit Panel Si/e: 3'11' I\ IltittX itrawinus-1,1-11.11171-0:' NCI'[ -210-3105-1 ik.laxanuni Panel Size: 3'0" > 3'11 Ai b;ht!r 1ira'Ajirri-k1.1-1,11.01 71-07 NAMI AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION, Company: Masonite International Corporation 1955 Powis Road West Chicago, IL 60185 Product: Certification Certification Date: Expiration Date: Revision Date: Fiberglass Impact Rated Glazed Inswing or (Miming Door w/ and w/o Impact Rated Sidelites (w/Wood Frame Specifications Tested To: TAS 201/202/203-94/ASTM E330 N1007077-R1 Page 5 04/10/2007 12/31/2014 12/17/2010 Riess noted) The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document, The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approsed for listing within NMt's s in at w '1antertti'.atsonsoni . NAM 's Certification Pr ram is accredited by The American National Standards Institute (ASJ). .._-...._.-._. . _ Glazed S _ „...... ___. _ ___ .... ._. . ........._._ _ Missile T _ ..........._ .,... . . .____,____.. *Denotes High Dam Threshold Deign National Accreditation & Management Institute, In./4194 George Washington Memorial Highway/Hayes, VA 072 Tel-(804) 684-5124/Fax-(804) 684-5122 NAMI AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation 1955 Fowls Road West Chicago, IL 60185 Certification No.: N1007077-R1 Page 6 Certification Date: 04/10/2007 Expiration Date: 12/3112014 Revision Date: 12/17/2010 Product: Fiberglass Impact Rated Glazed Inswing or Outswing Door w/ and w/o Impact Rated Sidelites (vv/Wood Frame unless noted) Specifications Tested To: TAS 201/2021203-94/ASTM E330 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certifieation label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Configuration Inswing or Outswh Glazed or e Maximum Size Struttural Desgn Pressure Water Test Pressure Missile Impact Rated Test Report Number Drawing Number & Comments X Single Glazed 3'0" x 8'0" +43/-47 186 psf Yes -210-3367-1 Maximtm Panel Sin: 31Y° x 8.0- Anchor Drawings-MA-FL0173-07 NCTL-210-3367-1 Maximum Panel Size: 3'0" x 8'0" Anchor Drawings-MA-n.0173-07 X Single 0/S Glazed 3'0" x 8'O" 447/-45 4-551-55 Bolt 6.00 psf 825 psf* Yes XX Double US Glazed 6'0" x 8'0" +431-47 2.86 psf 'Yes NO1,-210-3367-I Maximum Panel Sin: 3'0" x 8'0" Anchor Drawings-MA-FLO173-07 XX Double 0 S Glazed 6'0" x 8' -47/-45 +55/-55 avi Rol Surface 6.Oflpsf 8.25 Yes NCIL-210-3367-1 Maximum Partel Size. 3'0" x 8'0" Anchor Drawings-MA-FLOI 73-07 XO/OX Single w/Sidelite US Glazed Door Glazed Sidelite 6'0" x 8'0- 43/-47 2.&6psf Door-Yes S' le-Yes NCTL-210-3367-1 Maximum Panel SizeA 3'0" x 8'0" Anchor Drawirw-MA-FLO173-07 NCTI-210-3367-1 Maximum Panel Size: 3'0" x 8'0" Anchor Drawings-MA-Ft-0173-07 XO/OX Single w/Sidelites Gtazed Door Glazed Sidelite 6'0 x 8'0" ,471-45 -55/-55 wiSurface Botts 6.00 psf 8.25 psf* Door-Yes Sidelite-Yes OXO Single wiSidelites 1/S Gtazed Door Gtazed Sidelites 9'0" x 8'0" +431-47 2.86 psf Door-Yes Sidelites-Yes NCTL-210-336?-I Maximum Pancl Size: 3'0" x IVO° Anchor Drmin -MA-F 7 OXO Single wiSidelites OiS Glazed Door Gazed Sidelites 9,0" .0- •471-45 +551-55 %t /Surface ol 6.00 psf 8.25 psf Door-Yes Sidelites-Yes N('IL-21 1-1 Maximum Panel We: 3'0" x 8'0" Anchrn- Dranings-MA-11.0173-07 OXXO Double w!Sidelites /S GiazedDoors Glazed Sidelites 12'6" x '0" +43;-47 2.86 ps ' Doors-Yes Sidelites-Yes NCTL-2 0-3367-1 Maximum Panel Size: 3'0" x 8'0" Anchor Drawiags-MA-F L0173-07 OXXO Double wISidelites OIS Glazed Doors Glazed Sidelites 12'6" x 8'0- -47f-45 455/-55 utSurface Bolts 6.00 psf 8.25 psr I Doors-Yes Sidelites-Yes NC11.-210-3367-1 Maximum Panel Size: 3'0" Anchor Drawings-MA-F1 0173-07 etudes High Dam Threshold Design National Accreditation & Management Institute, Inc./4794 George Washington Me orial Highway/Hay Tel-(804) 684-5124/Faz-(804) 684-5122 NAMI AUTHORIZED SIGNATURE: A 23072 ORONI INC C8C1251654 ORLANDO IGLESIAS PRES 14040 NW 6 CT NORTH WAR FL 33168 Q2111 cas,A4Dcp Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 DEC 082 E; E3 Y: �000a_ Permit No. -g Master Permit No. 112-C-40‘ I, C ` (IC; Permit Type: BUILDING ROOFING ,f `� f� OWNER: Name (Fee Simple Titleholder): ...)4'-- LIei2 Phone#:6''1 �S Q c$ I Address: AAcirt) 6 City: / Akik ‘ c tkorefeS State: Zip: Tx (3 Tenant/Lessee Name: a 1 A Phone #: Email: JOB ADDRESS: 15' "i City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: 1 e ° S-7 OO ° 01 Is the Building Historically Designated: Yes NO ` Flood Zone: CONTRACTOR: Company Name: OPOP k. l,oc_ Phone#: lea) 43(17:- 04 ("Z— Address: 1- {0X1-0 fsJ ) ie Cr- City: -\ State: r2..— Qualifier Name: I.Jp',AJ`, NO i k$ State Certification or Registration #: (3c...7 f 16 Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone#: Zip: Phone#: \ Value of Work for t ',:: Square/Linear Footage of Work: 5 in cvu 1 \\ 1 tom' Type of Work � � .�� * � °� `6�Alteration UNew ORepair/Replace ❑Demolition Description of [ a,, i a a i_ sr �-� f i `` * ****** ***** ** :**** ***m *+ x+ x**** ****** * *Feesa+******** * *** x********• x***** **+x**+x********** ee $ Permit Fee $ A i3 CCF $ CO /CC $ S anng1Fee $ Radon Fee $ DBPR $ Bond $ Notary $, Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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, BO1I .FRS, 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 approve, , 'd a reinspection fee will be charged. Signature Signature 0 or Agent Contractor / The foregoing instrument was acknowledged before me this day of b— . , 20 `l , by The foregoing instrument was acknowledged before me this day of , 20 11 , by who 's personally known to me or who has produced ®t's FL As identification and who did take an oath. NOTARY PUBLIC: Print: 4e n7� v/ ,•r�` �(#Cdi�1 40,r ATiC801ID ;WO 611"16°4 Alrf ►, IRFeg gM5& My Commission Expires: who is . _:.. a�w , me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: 1' 421:e-or fArt<• Print: gi.ig ;4111 ri , + k***sk*m **xa***+ k******* ***+ k*******+ k****************** ******: k****+ k*******: k***+ p** *****+k*+k:k******* **+k*sk*** APPROVED BY Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) 'Zoning Clerk Permit No: 11 -1163 Job Name: December 12, 2011 Miami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet REVISION 1) The product approval submitted is incomplete and too small to read. 2) Provide revision to plan to show location of new door and design wind loads. Plan review is not complete, when all items above are corrected, we will do acomplete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 fax . (5s- PN Its Permit No: 11 -1163 Job Name: December 12, 2011 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet REVISION 1) The product approval submitted is incomplete. The approvals submitted are not complete. A complete approval may be downloaded from theFlorida Department of Community Affairs website (see submitted letter for site address). If the contractor continues to have difficulty obtaining a complete approval I will be glad to assist them anytime. Plan review is not complete, when all items dove are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 11 1 1940At - t- ui.1 u X1+-t G i o Permit No: 11 -1163 Job Name: December 12, 2011 Miami Shores Village Building Department Building Critique Sheet REVISION 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) The product approval submitted is incomplete. The approvals submitted are not complete. A complete approval may be downloaded from the Florida Department of Community Affairs website (see submitted letter for site address). If the contractor continues to have difficulty obtaining a complete approval I will be glad to assist them anytime. 2) Provide two complete packages. This is the 3"' review, if assistance is needed please call Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305- 795 -2204 -(0W 61 o 0 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Mi mi Shores,. Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 717.7; '' JUN 2 7 2011 ' BY: ....P........... Permit No. WA— )1 Master Permit No. Permit Type (circle): Building Root g p,� � Owner's Name (Fee Simple Titleholder) gar) VA Phone # City ill�C� S e ��" Zip f -7g Tenant/Lessee Name P( Phone # Owner's Address Job Address (where the work is being done) City Miami Shores Village County Miami -Dade FOLIO / PARCEL # I.. 4 j� ° oc-A- - nab Is Building Historically Designated YES NOS Contractor's Company Name 0 R ( 1i-(_ Contractor's Address t ,/JGi CO cci- City vA State. Qualifier Name 1AC State Certificate or Registration No. C. 6 C.-- ( Z- 1(o s Zip '- J 13 S Phone # Zip '331 Ua Phone # Certificate of Competency No. &LQCXD Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ /0S7000P -- Square / Linear Footage Of Work: get) i® Type of Work: DAddition Aiteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: _P t C) R _ f ***************************************F :::x************* * ****•x ******** * ****** *.****** / ou Submittal Fee $ LJ' '" Permit Fee $ / CCF $ CO /CC Notary $ • Scanning $ Training/Education Fee $ Technology Fee $ (� Radon $ DPBR $ Bond $ 519.0 �! ^ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -+ Zoning $ Bonding Co Bonding Co City Mortgage Le Mortgage Le City Applicatik commend_y constructie' WELLS, I'm') OWNER'S applicabt la ' WARNg PAYING CONSL, COMM TIN Notice to Ap promise in g whose prope for the first i �. inspection will not (PERMIT # en' - 11 CONTRACTOR: SUBMITTAL DATE: ADDRESS: q s" PROJECT TYPE: 1 W lr NOC RESUBMITAL DATES: Z Z Nkl a Signature' !��✓ Signature wAr or Agent The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: ,�� Sign: i�D5 ; .. p Z0� o .,, 'ofl t�5 ^'ro esi e� U1 b Prin z p4 ®g4�8® �� ;''' ''''''ssl 0/2 s gat My Commission My Commissi; 3wi. +k�k�k *�k�kd��k�k�k�k�k�k*“.. + k+ k+ k**** �kl ��k�kd��k�k�l: �k�k�s�kk�k�k�k�k�kd� *�k�k�k****�k+k **** *** *�k�k�k�kt�*Ar** kS * kk************ ****+k******** g APPLICATION APPROVED BY: (Revised 07/10/07) Plans Examiner Engineer Zoning t E" OF , CEMENT A MOOED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST of <C INSPECTION PERMIT NOQtr -- I1° tr '3 TAX FOLIO NO. t I'3ZPPi oo - ) 1 111111 11111 1111111111 11111 1111 f 11111;11111111 TATE OF ORIDA: UN1Y OF M11AM1 OADE: fl nereby gives notiCe that improvements will be made to certain real arid 'in aocorelance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. CFN 2011 R0483935 OR Bk 27764 Ps 4502) (1AS) RECORDED 07/21/2011 14:30:49 HARVEY RUVIH► CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE lal description & property and street/address: 0 2. Description of improvement: .airI-eF »r rP 3.Ou ner(s) name and address: ECtuack , ?co N;� 7 .c-s r lntetes :iii property Name and Address of fee simple titleholder. 4. Contractors name .and address: 0,94\11 kr_, 1i+ A 6cf M., : (Payment required by •weer from contractor, if anAPIPSO OF FLONOK OCIONIY01760 ' ante and address: , _ HINNY ClFN191F1 INitMii>liotos el aunt of bond $ 6. Lender's name_ and .address: 7. Persons within the state of Florida designated by Owner upon whom notices or o provided by Section 713.13(1)(a)7., Florida S5ptutes,. Name and address: ments may be-served as 8 In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section .71.3.13(1)(b), Florida Statutes. Name and address: ' 1%-J -: Expiration date of this Notice of Commencement: (the expiration date is 1 year from the dateof recording unless a different date- is L. 21 2 Signature �r Print C� Owner's Name pa:',t,Rjj Ve -- Sworn to.and subscribed before meet this o y of , 20 0 , DOloreS t0 456 Address: �L"7" C�f`� r Print Notary's Name ., a+,1l.� . "' ` f R: ,4T My commission expires, 123.01 -52 PAGE 4 10104 Prepared by� li Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. it -x//63 Job Name Date STRUCTURAL CRITIQUE SHEET vow A (' .,. a, rvia.)• S cane 41' P. a aly #ogni . T1 Ail *ems tvirlde $ at4 D'®tGf$ : tan d 3' C . mire at cod, si xte chef tveeo /l g ce1J Miami Shores Viiiage Building Department RECEIPT PERMIT #: x..211-- )1(0 6 DATE: I, Vl(frok9-- Vfcgu ❑ Contractor V ❑ Owner Architect 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Ad From the building department on this date in order to have corrections done to plans And /or get County sta ps. I understand that the plans need to be brought back to Miami Shores Village Build g Depa ment „ c• e p mitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: 15 ii PERMIT CLERK INITIAL: Permit No: 11 -1163 Job Name: July 1, 2011 Miami Shores Viiiage Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) The level of alteration is a level 3. More than 50% of the floor plan is altered. 2) Note #9 indicates that the first floor is wood. 3) The energy calculations provided do not match the plans. The wall type includeswood exterior wall and adjacent walls at the garage. 4) # 11 on A -2 is not shown on floor plan, identify location of work. 5) Provide shop drawing for the new railings. 6) All masonry openings over 8' require a tie - column on each side. All openings within 4' of a comer require a tie column. 7) The wood frame wall details must include connection of the wall to the new joists and existing masonry at the sill. Detail the load path for altered walls from the foundation through the roof. 8) Provide product approvals for all new /altered openings including windows to be relocated. NOTE: I spoke with the architect and he stated that the exist roof is trusses and the bearing wall gaps are beams. Plan review is not complete, when all items above are corrected, we will do acomplete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 -795 -2204 Permit No: 11 -1163 Job Name: July 1, 2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) The level of alteration is a level 3. More than 50% of the floor plan is altered. 2) Note #9 indicates that the first floor is wood. 3) The energy calculations provided do not match the plans. The wall type includeswood exterior wall and adjacent walls at the garage. 4) # 11 on A -2 is not shown on floor plan, identify location of work. 5) Provide shop drawing for the new railings. 6) All masonry openings over 8' require a tie - column on each side. All openings within 4' of a comer require a tie column. 7) The wood frame wall details must include connection of the wall to the new joists and existing masonry at the sill. Detail the load path for altered walls from the foundation through the roof. 8) Provide product approvals for all new /altered openings including windows to be relocated. NOTE: I spoke with the architect and he stated that the exist roof is trusses and the bearing wall gaps are beams. Plan review is not complete, when all items above are corrected, we will do acomplete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 _••• • • 1 .1c=ct . 1 bv*Pl` . •: . : . . . • '4' i . • : • • • ; • • Z ,>•-.1 , • • • • . • • : 's • ' • • : • • • • • s . • : . • • • i I • • . ; •• • s ; • ' . Si • : A 4 0.1(vi . _ • , " l; • 0• Oipt • . . s V r. I ! • • • . • • • • • . f • • i • • • • '4 L. • • . • . • ! • : • • 0 i • • ; r • 4 . . : • ; • °""41===.'.---. , , • e • 7 • • I ; • a ' I - • • t s . ..Etett . . . . I ' • - ' - • - . . . • i • — t " • - 4 • ' ' 1,5** . . ... ... ......... -- - ; • • ,.• .. 1,111..atiq4;0144.)...t. .gt'4i.) fa 0 ftsces' • : - , • . i --.. . , --r- - ,- :••-- • , : . ,, 1 • • , .._,,......... :, • ) - : • • . .:., . . 11-? —it ..• i•—•.:-..- • ' . . . . • . . • • .. . • i ;..................__......... . . • . 1 : . ; ---i • - i . . --1 l''' • ' ' : • ..... i • . . . . . .i • • ••• . •••••..-- 1•••-•.•r•—••.••••• • • • r....•.v..• .....• • • -4 .---4— - 1.......... • — Mr ; Ill • "4' 40 •242 • ' • i ' : •• ' • ' • ' s I . . • ; • • : . . • I ` 3 I f a 5 1 • s••?..• ••• '•••••;•• • •• ••• • 7— • "••••q•''' • • • • -* •"" * LIS L.1437 : • • i ; • . • ; • ' • t • 1 • : . ; t : - - OIL:* . /tot z cra0 * •rst • • 4 ; . i • en.; Pe46.! '• • . . 1 • : • • , . • . • i . • • ■ • , • • s ' . • • • • • r , .,. i . • • • • , et ......•••■•••■•; • • • ; : • : I • • • ' : . • . - • - • - • •. - •••4-• • • - •.:.• • •••••• •• • r • • • .-- • •••••..e• --•:••••••••••ta..•••••••:•,. • 7••••••••••i............c1 , •••••••••••• s • . ; • • • : , ' . . ; . . . — .f ......., .. .; • . , . • . .. . . •• . ....•. • : ; ...k. 1 : : - a • ' • . . • si i : ' : • • • ; ; • • • • • • • ; : • II* WO • .1,EM • AM (V AL ■• 1012 15 I 444 • :. • '9 . thoui, .-C3- ltil! :, 0:- -.. . .; 4. ; .-: : • . -.. . . : . • • • . : • . : : . r•-- I : ,.. : - .5 )4.) ity It•i* 440 ', 1 ;"--"-...... 1 : ! , . . . . t..40 .• : : :- ' i W. - : 4 fie Itt ; ..... : •414 : . ' ....._ „......-..,.... , : • • - f • . . . 1 .i Li. • : • -- • '. .4.4:.;(7' • i . .. : . . . • • i . L 9 i ■ . . ,. - . .. : .. ; I 9 • i , • 1 --Y ' • .1.---... - .‘:...'.-"• • . 9 .! i : .. ; , ! • , . . . •,..„.•*.- . • A , .. . ■ .., . ...i. ... .... VI ........ / ,. , • .- - • . i : : & • : : .„ , „ „,. .......... , ...... ... • ..... . .. I . • , . . • • i • •••• • Z . • . i 1 , III* • i 1 • . • i ' • i t • . 1 i .. I •• • .•• • ; . . . • .• t ? o is • s; i , t i : ! . . , • . • A : 1 I . ! ! ; • i • !' ' ;. ! . : i i I. Li •; ; • • i : • , I • i t , i ' ' i , ' • . 1 .9, - • i ! i : ■ 1 ; ' ; . ; .. • . i 9 . . ; .. . .. .... \tet11.- r .100, • ( • 4. ls-) 1 • • • = • - > : • • • • • ;• - .*/*lis‘t la* US.:44 • . • /3-7 P . 14 #44. t : • • • • = • v ( Aw :1 - : 1G-b. : tsvb exit ; - • • ; ; ; 1;46t 0) /VN.- t.: A • •• •• =• • ; : • . . • ; • t. • • . geiv4seittv.r. . • . ,• : . cos ; . .1 r • • , • . • :• . ' ! . • • • ' - • $4412efif4r -+ aft, it Ili 5i 'bk." • • .- ; • • • • • • . • • • : • • ... • 9 • • - • • • •• • • . • ! • • i } t • • • 4 1 .174/- • • t :.... .... ... •._ nn ..w • s t . 4444 -914/ fie.444 -4413111 t • • _... i i i • • • • t • t • \fee...A -t • ..... tJt es.; '.41,1;., • : 1 • ; I • . „ • t s _ : • ; • • • I • • • : • •CS-911-0W 4•• . • •-- : ; ; • • • : • • : • ' • : • t : • . • -- w% 14- Lioseo, • es, )1/111. ... op .471.st.._::•1..!4. • II. • 1 . 1 • : . ; i t . . 1 ; ., ' • • : 1 • o • . , : . . . t. - ' I ' • . itli lur x low w . • . .; ... . :. •• . :. .. : 0 it . ioloiti, • : • . . . . ...... ...,.. .. ...,....e...44.........4......4. . ..: ...r., . : .........ine.,•• • . • ......—... • ; t 1 • - • .:; i':i:•1:i • • • • i • t 1. . • ; • . 6101,1$1, 1 i I : . „. : • 1 1- 1 -1-•-• ; : ' •• , • • l" • ? • " t . t . : . ! ; • . 000- 6,:ltilr-it 414-...-Cratatt‘••••4- ..-: .! •• • .: • . . ) i • t : ! t• . i " .: i ; . : • ! ; i : ! ti : . ...J....it et , : • • . ' • P-- t • ' -- tti ' -rt. - t .....tt,"36;••- -4,0* :PO. /00450;:kt 0 1.1,001— .1/A1......._. ... ._ • I . • i : t I • • : . : : 2 , • • • • • t i t • ' 31$0--*;;;-44.;*#;—•••-- •••i•-•4:-;••••: • L -. ... • • — • . ; ' • ; t .. . • i . _ . .. .. . ...... _ . . . .. btAlift 116*, "aiiek 1 • . 40-14/1 d' • ; : ' •••• (3r7-7).: • . • e„ sn lc.; :31/2.,it • • • • • . . • - : • ; : : - : - • : _gait 167 . _ • .444114. $ 1A Lex -1-Lfsb 0.101 0,44 +a, 41S-0 ff. 044 I. ......._. _ • . . t r • • . . • I • • • • : • 2 • : • • " • • • • 'a- • • • ; ' • : • ; • : • : • i • • • • • •, f • • • j 1 r • • • t : • • • 1 • • • . • ; • t : • • . tin la rtritikTo a33(4k) • • • • ,,,,/ I) H • r • • • t s 111 • ._ .. 'e s? _... r `s :1;74 51 : ~�1t�t.L sea. �t lC° rr libX 12. +�'''%aro. ,i - �► t • ericer ._.:_Ctii1. b_= . - rt .t. • _ ei J16*- 4- 'j !fro. !#:.-C Vie 'V s. /io�D (3 -7.- i�3aoe;* , ......N i ws 41/=_.Ll rOfi.$) /Rs z ` ticite • • • { 1 • • •?-N- ' ''' . .•t _ -- - .. '.ix .it 2= pt h irldf 340 sat' • t.c c; 1004.:'�"�' • t • • t � • •V4, ve'z"17 -t —..? ...r— • ..5._i 7..‘.1.... �L1_. :_. • • • • Vera Residence - Door and Window Calculations 5/24/2011 ASCE 7 -05, V =146 MPH, Exposure C Formulas: +GCp: 1.18 - 0.177 x (area) -GCp Zone 4: -1.28 + 0.177 x (area) -GCp Zone 5: -1.75 + 0.353 x (area) +PSF: 43.6 x ( +GCp + 0.18) -PSF: 43.6 x ( -GCp - 0.18) Project pressures Victor 1. Bruce AR- 0017103 Mark(plan) Width Hei • ht Win. Area Zone +GCp -GCp +PSF -PSF First floor doors 0.901396 -1.19437 47 -60 0.901396 - 1.19437 47 -60 0.958637 - 1.30853 50 -65 First floor windows 0.983762 - 1.35863 51 -67 0.977073 - 1.34529 50 -67 0.951678 - 1.29465 0.951678 - 1.05168 5 0.951678 - 1.29465 49 -64 "MI 0.951678 - 1.05168 5 0.951678 - 1.29465 49 -64 0.968817 - 1.06882 5 0.968817 - 1.32883 50 -66 0.968817 - 1.06882 5 0.968817 - 1.32883 50 -66 ME 0.983762 - 1.08376 5 0.983762 - 1.35863 51 -67 0.983762 - 1.08376 5 0.983762 - 1.35863 51 -67 5 0.983762 - 1.35863 51 1.004839 - 1.40067 1.004839 - 1.40067 0.955996 - 1.30326 -67 52 -69 50 -65 Second floor windows 0.930355 - 1.25212 1:. 0.983762 - 1.35863 51 -67 0.930355 - 1.25212 �.0 0.983762 1.35863 0.971832 - 1.07183 5 0.971832 - 1.33484 0.930355 - 1.03036 5 0.930355 - 1.25212 1.025114 - 1.12511 5 1.025114 - 1.4411 INN 1.025114 - 1.12511 1.025114 - 1.4411 48 -62 5 j Y 50 -66 48 -62 53 -71 53 -71 0.971832 - 1.33484 50 -66 0.983762 - 1.35863 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 71 The lower the EnergyPerformance Index, the more efficient the home. 950 NE 95st Street, Miami Shores, FL, 33138 -0000 1. New construction or existing Existing (Projecte 2. Single family or multiple family Single- family 3. Number of units, if multiple family 1 4. Number of Bedrooms 4 5. Is this a worst case? No 6. Conditioned floor area (ft2) 3360 7. Windows" Description Area a. U- Factor: Sgl, U =0.94 391.00 ft2 SHGC: SHGC =0.72 b. U- Factor: N/A ft2 SHGC: c. U- Factor: N/A ft2 SHGC: d. U- Factor: WA ft2 SHGC: e. U- Factor: N/A ft2 SHGC: 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R =1.0 2211.00 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 3210.00 ft2 b. N/A R= ft2 c. N/A R= ft2 d. N/A R= ft2 10. Ceiling Types Insulation Area a. Under Attic (Vented) R =19.0 2211.00 ft2 b. WA R= ft2 c. WA R= ft2 11. Ducts a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 400 ft2 12. Cooling systems (combined) a. Central Unit 13. Heating systems (combined) a. Electric Strip Heat 14. Hot water systems a. Electric Cap: 90.0 kBtu/hr SEER: 16.68 Cap: 61.0 kBtu/hr COP: 1 Cap: 1 gallons EF: 0.99 b. Conservation features None 15. Credits Pstat 1 certify that this r ome has complied with he Florida Energy Efficiency Code for Building Construction through the above energy s.ving features which will be installed (or exceeded) in this home be ore final inspection. Oth= rwise, a new EPL Display Card will be completed based on installed Code compliant featur -s. 11 uilder Signat , ( Date: ddress1)f New Home: / City /FL Zip: *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 Department of Community Affairs at (850) 487 -1824. **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 FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: Interior Renovation Vera Residence Builder Name: Street: 950 NE 95st Street Permit Office: City, State, Zip: Miami Shores , FL , 33138 -0000 Permit Number: Owner: Mr Vera Jurisdiction: Design Location: FL, Miami 1. New construction 2. Single family or 3. Number of units, 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor 7. Windows(391.0 a. U- Factor: SHGC: b. U- Factor: SHGC: c. U- Factor: SHGC: d. U- Factor: SHGC: e. U- Factor. SHGC: 8. Floor Types (2211.0 a. Slab -On -Grade b. N/A c. N/A or existing Existing (Projecte multiple family Single- family if multiple family 1 4 No area (ft2) 3360 sqft.) Description Area Sgl, U =0.94 391.00 ft2 SHGC =0.72 N/A ft2 N/A ft2 N/A ft2 N/A ft2 sqft.) Insulation Area Edge Insulation R =1.0 2211.00 ft2 R= ft2 R. ft2 9. Wall Types (3210.0 sqft.) Insulation Area a. Concrete Block - Int Insul, Exterior R=4.1 3210.00 ft2 b. N/A R. ft2 c. N/A R= ft2 d. N/A R. ft2 10. Ceiling Types (2211.0 sqft.) Insulation Area a. Under Attic (Vented) R =19.0 2211.00 ft2 b. N/A R= ft2 c. N/A R= ft2 11. Ducts a. Sup: Attic Ret: Interior AH: Interior Sup. R. 6, 400 ft2 12. Cooling systems (combined) a. Central Unit Cap: 90.0 kBtu/hr SEER: 16.58 13. Heating systems (combined) a. Electric Strip Heat Cap: 61.0 kBtu/hr COP: 1 14. tr c systems a. . Electric Cap: 1 gallons EF: 0.99 b. Conservation features None 15. Credits Pstat Glass /Floor Area: 0.116 Total As -Built Modified Loads: 68.87 PASS Total Baseline Loads: 96.73 I hereby certify the this calculation a Code. PREPARED BY DATE' t the plans and specifica ons covered by - in compliance with the ' lorida Energy ( I Review of the plans and ; a •E m specifications covered by this * 2 4:". calculation indicates compliance with the Florida Energy Code. + :y i 3 Before construction is completed a ! .t this building will be inspected for compliance with Section 553.908 *�� ' Florida Statutes. IS") -�. ail`{+V+VEE1 - BUILDING OFFICIAL: I hereby certify that with the Florida Energy OWNER/AGENT• DATE' this build' as designed, is in compliance', Code. DATE' 5/6/2011 4:22 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5 PROJECT Title: Interior Renovation Vera Resi Bedrooms: 4 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 3360 Lot # Owner: Mr Vera Total Stories: 2 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 950 NE 95st Street Permit Office: Cross Ventilation: No County: Miami -Dade Jurisdiction: Whole House Fan: No City, State, Zip: Miami Shores , Family Type: Single - family FL , 33138 -0000 New /Existing: Existing (Projected) Comment: CLIMATE V Design Location TMY Site IECC Design Temp Int Design Temp Heating Design Daily Temp 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 # Floor Type Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatlo 232 ft 1 2211 ft2 0 0 1 ROOF VRoof Gable Roof Solar Deck V # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or shed Barrel tile 2395 ft2 460 ft2 Light 0.96 No 1 22.6 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Partial cathedral cei Vented 300 2211 ft2 N N CEILING V# Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) 19 2211 ft2 0.11 Wood WALLS Cavity Sheathing Framing Solar # Omt Adjacent To Wall Type R -Value Area R -Value Fraction Absor. 1 N Exterior Concrete Block - Int Insul 4.1 950 ft2 0 0 0.5 2 S Exterior Concrete Block - Int Insul 4.1 1190 ft2 0 0 0.5 3 E Exterior Concrete Block - Int Insul 4.1 420 ft2 0 0 0.5 4 W Exterior . Concrete Block - Int Insul 4.1 650 ft2 0 0 0.5 5/6/2011 422 PM EnergyGauge® USA - FlaRes2008 Page2of5 5/6/2011 422 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DOORS V# Omt Door Type Storms U -Value Area 1 N Wood Wood 0.29 22.22222 WINDOWS Orientation shown is the entered, asBuilt orientation. V # Omt Frame Overhang Panes NFRC U- Factor SHGC Storms Area Depth Separation lnt Shade Screening 1 N Metal 2 S Metal 3 E Metal 4 W Metal Single (Clear) Yes 0.94 0.72 Y 98 ft2 2 ft 6 in 0 ft 6 in HERS 2006 None Single (Clear) Yes 0.94 0.72 Y 187 ft2 2 ft 6 in 0 ft 6 in HERS 2006 None Single (Clear) Yes 0.94 0.72 Y 56 ft2 2 ft 6 in 0 ft 6 in HERS 2006 None Single (Clear) Yes 0.94 0.72 Y 49.99999 2 ft 6 in 0 ft 6 in HERS 2006 None INFILTRATION & VENTING V Method -- Forced Ventilation — Run Time Fan SLA CFM 50 ACH 50 ELA EgLA Supply CFM Exhaust CFM Fraction Watts Default 0.00036 3173 5.67 174.2 327.6 0 cfm 0 cfm 0 0 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 552 ft2 552 ft2 47 ft 8 ft 1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit 2 Central Unit Split SEER: 16 55.5 kBtu/hr 1665 cfm 0.75 sys #1 Split SEER: 17.5 34.5 kBtu/hr 1035 cfm 0.75 sys#0 HEATING SYSTEM # System Type Subtype Efficiency Capacity Ducts 1 Electric Strip Heat 2 Electric Strip Heat None COP: 1 34 kBtu/hr sys#1 None COP: 1 27 kBtu/hr sys#0 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.99 1 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 5/6/2011 422 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DUCTS / Supply -- — Retum — Air Percent V # Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 400 ft2 Interior 10 ft2 Default Leakage Interior (Default) (Default) % TEMPERATURES Programable Cooling Heating Venting Thermostat: Y [Xj Jan [X] Feb {ii Mar [�Xx]] Jan lLxxJl Feb [CXX]] Mar Jan Feb Mar Cei [X] Apr [Lxx]] Apr Apr ing Fans: N [X] May [X] Jun LLxX]l May lLxxJl Jun May Jun [X] Jul [X] Aug lLxxJl Jul lLxx]1 Aug Jul Aug [Xj Sep [LXx]l Sep Sep [,X] Oct ltx� Oct Oct [X] Nov lLxxJl Nov Nov [Xj Dec lLxxJl Dec Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/6/2011 4:22 PM EnergyGauge® USA - FlaRes2008 Page 4 of 5 FORM 1100A -08 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 950 NE 95st Street Miami Shores, FL, 33138 -0000 PERMIT #: INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE ECK CH`// Exterior Windows & Doors N1106.AB.1.1 Maximum: .3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls N1106.AB.1.2 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; 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. f Floors N1106.AB.1.2 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 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. / V Recessed Lighting Fixtures N1106.AB.1.2 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. / J Multi -story Houses N1106.AB.1.2 Air barrier on perimeter of floor cavity between floors. I Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N1112.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 N1112.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 N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R -6 min. insulation. J HVAC Controls N1107.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. 5/6/2011 4:22 PM EnergyGauge® USA - FlaRes2008 Page 5 of 5 Building Input Summary Report PROJECT Title: Interior Renovation Vera Resi Bedrooms: 4 Adress Type: Street Address Building Type: User Bathrooms: 0 Lot # Owner: Mr Vera Conditioned Area: 3360 Block/SubDivision: # of Units: 1 Total Stories: 2 PlatBook: Builder Name: Worst Case: No Street: 950 NE 95st Street Permit Office: Rotate Angle: 0 County: Miami -Dade Jurisdiction: Cross Ventilation: No City, State, Zip: Miami Shores , Family Type: Single- family Whole House Fan: No FL , 33138 -0000 New/Existing: Existing (Projected) Comment: CLIMATE Design Design Temp Int Design Temp Heating Design Daily Temp Location Tmy Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI INTL AP 51 90 70 75 149.5 56 Low UTILITY RATES Fuel Unit Utility Name Monthly Fixed Cost $/Unit Electricity kWh Florida Average 0 0.1165 Natural Gas Therm Florida Average 0 1.72 Fuel Oil Gallon EnergyGauge Default 0 1.1 Propane Gallon EnergyGauge Default 0 1.4 SURROUNDINGS Shade Trees Adjacent Buildings Omt Type Height Width Distance Exist Height Width Distance N None Oft Oft Oft Oft Oft Oft NE None Oft Oft Oft Oft Oft Oft E None Oft Oft Oft Oft Oft Oft SE None Oft Oft Oft Oft Oft Oft S None Oft -- Oft Oft Oft Oft Oft SW None Oft Oft Oft Oft Oft Oft W None Oft Oft Oft Oft Oft Oft NW None Oft Oft Oft Oft Oft Oft FLOORS # Floor Type Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 232 ft 1 2211 ft2 0 0 1 ROOF Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or shed Barrel tile 2395 ft2 460 ft2 Light 0.96 No 1 22.6 deg ATTIC # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Partial cathedral ceiling Vented 300 2211 ft2 N N 5/6/2011 423 PM EnergyGauge® / USRFSB v2.8 Page 1 of 4 Building Input Summary Report 5/6/2011 423 PM EnergyGauge® / USRFSB v2.8 Page 2 of 4 CEILING # Ceiling Type R -Value Area Framing Fraction Truss Type 1 Under Attic (Vented) 19 2211 ft2 0.11 Wood WALLS Wall orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project" section above. Adjlacent # Omt To Wall Type Cavity Width Height Sheathing Framing Solar R -Value Ft In Ft In Area R -Value Fraction Absor. 1 N Exterior Concrete Block - Int Insul 2 S Exterior Concrete Block - Int Insul 3 E Exterior Concrete Block - Int Insul 4 W Exterior Concrete Block - Int Insul 4.1 95 4.1 119 4.1 42 4.1 65 0 10 0 950 ft2 0 0 0.5 0 10 0 1190 ft2 0 0 0.5 0 10 0 420 ft2 0 0 0.5 0 10 0 650 ft2 0 0 0.5 DOORS # Omt Door Type Storms U -Value Ft Width In FHeightIn Area 1 N Wood Wood 0.29 3 4 6 8 22.22 ft2 WINDOWS # Omt Frame Panes NFRC U- Factor SHGC Storm Overhang Area . Depth Separation Interior Shade Screening 1 N Metal Single (Clear) Yes 2 S Metal Single (Clear) Yes 3 E Metal Single (Clear) Yes 4 W Metal Single (Clear) Yes 0.94 0.72 Y 0.94 0.72 Y 0.94 0.72 Y 0.94 0.72 Y 98 ft2 2 ft 6 in 0 ft 6 in None None 187 ft2 2 ft 6 in 0 ft 6 in None None 56 ft2 .2 ft 6 in 0 ft 6 in Drapes/blinds None 50 ft2 2ft 6 in 0 ft 6 in None None INFILTRATION & VENTING Method SLA CFM 50 ELA EqLA ACH ACH 50 -- Forced Ventilation -- Terrain/Wind Supply Exhaust Run Time Shielding Best Guess 0.00030 2644 145.2 273.0 0.255 4.72 0 0 0 . - Suburban / Suburban GARAGE # Floor Area Roof Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 552 ft2 552 ft2 47 ft 8 ft (invalid) MASS Mass Type Area Thickness Fumiture Fraction No Added Mass 0 ft2 0 ft 0.3 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ductless 1 Central Unit Split 2 Central Unit Split SEER: 16 SEER: 17.5 55.5 kBtu/hr 1665 cfm 0.75 False 34.5 kBtu/hr 1035 cfm 0.75 False 5/6/2011 423 PM EnergyGauge® / USRFSB v2.8 Page 2 of 4 Building Input Summary Report HEATING SYSTEM # System Type Subtype Efficiency Capacity Ductless 1 Electric Strip Heat None COP: 1 34 kBtu/hr False 2 Electric Strip Heat None COP: 1 27 kBtu/hr False HOT WATER SYSTEM # System Type EF Cap Use SetPnt Credits 1 Electric 0.99 1 gal 50 gal 120 deg None SOLAR HOT WATER Collector Surface Absorp. Trans Tank Tank Tank Heat PV Pump Collector Type Tilt Azimuth Area Loss Goef. Prod. Corr. Volume U -Value Surf Area Exch Eff Pumped Energy DUCTS -- Supply — ---- Retum -- Air Percent # Location R -Value Area Location Area Number Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 400 ft2 Interior 10 ft2 (invalid) Default Leakage Interior (Default) (Default) TEMPERATURES Programable Cooling Heating Venting Thermostat: Jan Jan Jan Y Feb X Feb [[fix]] Feb Mar 7C Mar [XJ Mar Cei Apr 7C Apr [X] Apr ing Fans: May p May [X] May N Jun Jul ( Jun p Jul [X] Jun Jul Aug 7C Aug [X] Aug � C] Sep [X] Sep [X] Sep Oct Nov Dec Oct [X Nov [X Dec [[[[XJ Oct [X] Nov [x] Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type. 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/6/2011 423 PM EnergyGauge®/ USRFSB v2.8 Page 3 of 4 Building Input Summary Report APPLIANCES & LIGHTING Appliance Schedule: HERS 2006 Reference Schedule Type 1 Hours 2 3 4 5 6 7 8 9 10 11 12 Ceiling Fans (Summer) AM % Released: 100 PM Annual Use: 0 kWh/Yr Clothes Washer AM % Released: 60 PM Annual Use: 0 kWh/Yr Dishwasher % Released: Annual Use: Dryer % Released: Annual Use: Lighting % Released: Annual Use: Miscellaneous % Released: Annual Use: AM 60 PM 0 kWh/Yr AM 10 PM 891 kWh/Yr AM 90 PM 2408 kWh/Yr AM 90 PM 3187 kWh/Yr Pool Pump AM % Released: 0 PM Annual Use: 0 kWh/Yr Range AM % Released: 100 PM Annual Use: 447 kWh/Yr Refrigeration AM % Released: 100 PM Annual Use: 775 kWh/Yr Well Pump AM % Released: 0 PM Annual Use: 0 kWh/Yr 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 1 0.9 0.9 0.9 0.9 0.9 0.65 Peak Value: 0 Watts 0.105 0.081 0.047 0.047 0.081 0.128 0.256 0.57 0.849 1 0.977 0.872 0.779 0.698 0.605 0.57 0.581 0.57 0.57 0.57 0.57 0.488 0.43 0.198 Peak Value: 0 Watts 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443 0.377 0.396 0.335 0.323 0.344 0.448 0.791 1 0.8 0.597 0.383 0.281 Peak Value: 0 Watts 0.2 0.1 0.05 0.05 0.05. 0.075 0.2 0.875 0.85 0.8 0.625 0.625 0.6 0.575 Peak Value: 200 Watts 0.16 0.15 0.16 0.18 0.23 0.45 0.4 0.26 0.19 0.16 0.12 0.11 0.16 0.17 0.25 0.27 0.34 0.55 0.55 0.88 1 0.86 0.51 0.28 Peak Value: 786 Watts 0.48 0.47 0.47 0.47 0.47 0.47 0.64 0.71 0.67 0.61 0.55 0.53 0.52 0.5 0.5 0.5 0.59 0.73 0.79 0.99 1 0.96 0.77 0.55 Peak Value: 584 Watts 0.375 0.5 0.8 0.95 1 0.55 0.625 0.7 0.65 0.375 0 0 0 1 1 1 Peak Value: 0 1 0 Watts 0.057 0.057 0.057 0.057 0.457 0.343 0286 0.4 Peak Value: 165 Watts 0.85 0.78 0.75 0.73 0.88 0.85 0.85 0.83 Peak Value: 106 Watts 0.05 0.05 0.05 0.05 0.1 . 0.1 0.1 0.1 Peak Value: 0 Watts 0 0 0 0 0 0 0.057 0.114 0.171 0.571 1 0.857 0.73 0.73 0.75 0.88 0.95 1 0.05 0.05 0.1 0.1 0.1 0.1 0 0 0 0 1 0 1 0 0.286 0.343 0.343 0.343 0.4 0.429 0.286 0.229 0.171 0.114 0.75 0.8 0.8 0.8 0.8 0.98 0.95 0.93 0.9 0.85 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 :1 5/6/2011 423 PM EnergyGauge® / USRFSB v2.8 Page 4 of 4 SYSTEM SIZING SUMMARY System: AC#1 Location: Miami Shores., Vera Residence. FL Prepared by: ARPE Engineering, Inc. Block Load 3.05 May 05, 2011 Page: 1 TABLE 1. SIZING DATA (COOLING) Total Coil Load Sensible Coil Load Total Zone Sensible Supply Temperature Supply Air (Actual) Supply Air (Standard) Ventilation Mr Direct Exhaust Mr Reheat Required 54,567 BTU/hr 42,506 BTU/hr 40,519 BTU/hr 54.0 F 1,787 CFM 1,787 CFM 0 CFM 0 CFM 0 BTU/hr Floor Area 2,211 sgfi Overall U -Value 0.234 BTU/hr/sgft/F Vent Air 0.00 CFM/sqft Vent Air 0.00 C.FM/Persnn TABLE 2. SIZING DATA (HEATING) Heating Coil Load 32,035 BTU/hr Ventilation Load Total Zone Load Ventilation Airflow 0 BTU/hr 32,035 BTU/hr 0 CFM Load Occurs Outdoor Db/Wb Coil Conditions: Entering Db/Wb Leaving Db/Wb Apparatus Dewpoint Bypass Factor Resulting Zone RH November 16:00 84.2174.4 F 75.0/63.2 F 53.0/52.5 F 51.8 F 0.050 52.3 % Total Coll Load 4.55 Ton Sensible Coll Load 3.54 Ton SQFT/Ton 486.23 Cooling 24.68 BTU/hr/sqft Cnnlinu 0.81 C1 M /soft 1 Heating Heating Floor Area Overall U -Valve Vent Air 14.49 BTU/hr /sqft 0.00 CFM/sqft 2,211 sqft 0.234 0.00 CFM/sqft TABLE 3. INPUT DATA (WEATHER) Location Data Source Latitude Elevation Atmospheric Clearness # TABLE 4. INPUT (HVAC SYSTEM) System Name AC #1 System Type Clg and Electric Ht System Start 6:00 Duration 24 brs SIZING SPECIFICATIONS Supply 54.0 F Ventilation 0.00 CFM/person Exhaust 0.00 CFM Miami Shores., Vera Residence. FL User Defined 25.8 Degree 7.0 ft 0.90 Summer Dry -Bulb Coincident Wet -Bulb Daily Range Winter Dry -Bulb 91.6 F 77.5 F 15.0 F 46.3 F FACTORS Coil Bypass Safety (Sens) Safety (Latent) Heating Safety 0.050 0 0 % 0 % THERMOSTAT SETPOINTS Cooling (Occ.) 75.0 F Cooling (Unocc.) 80.0 F Heating 70.0 F RETURN AIR PLENUM No FAN Configuration Draw -Thru Static Pressure 1 .50 in. wg. TABLE 5. TOP TEN COOLING COIL LOADS Time Sensible Ton Total Ton 1) November 16:00 3.54 4.55 2) October 16:00 3.54 4 .55 3) November 15:00 3.54 4.54 4) October 15:00 3 .52 4.52 5) October 17:00 3.47 4.48 Time Sensible Ton Total Ton 6) December 15:00 3.47 4.45 7) November 14:00 3.45 4.4 8) December 16:00 3.47 .45 9) October 14:00 3.43 4.44 10) November 17:00 3.40 4.40 SYSTEM SIZING SUMMARY System: AC#1 Location: Miami Shores., Vera Residence. Fl. Prepared by: ARPE Engineering, Inc. Block Load 3.05 May 05, 2011 Page: 2 TABLE 6. ZONE SIZING DATA Zone Name 1st Floor Max. Cooling Design Airflow Sensible Rate Max. Heating Design Flow Load Rate (BTU/hr) (CFM) Design Time (kW) 40,519 1,787 November 16:00 9.4 Total: 1,787 Total: .00 SYSTEM INPUT REPORT System: AC#1 Location: Miami Shores., Vera Residence. Fl. Prepared by: ARPE Engineering, Inc. Block Load 3.05 May 05, 2011 Page: 1 TABLE 1. HVAC SYSTEM DESCRIPTION System Type System Start Duration SIZING SPECIFICATIONS Supply Ventilation Exhaust FACTORS Coil Bypass Safety (Sens) Safety (Latent) Heating Safety Clg and Electric Ht 6:00 24 hrs 54.0 F 0.00 CFM/Per 0.00 CFM 0.050 0 % 0 % 0 THERMOSTAT SETPOINTS Cooling (Occ.) Cooling (Unocc.) Heating RETURN AIR PLENUM FAN Configuration Static Pressure 75.0 F 80.0 F 70.0 F No Draw Thru 1.50 in. wg. TABLE 2. SYSTEM ZONING INFORMATION System Arrangement: Total Zones Selected: Selected Zones: All zones served by a common air handler 1 1) 1st Floor SYSTEM SIZING SUMMARY System: AC#2 Location: Miami Shores., Vera Residence. FL Prepared by: ARPE Engineering, Inc. Block Load 3.05 May 05, 2011 Page: 1 TABLE 1. SIZING DATA (COOLING) Total Coil Load Sensible Coil Load Total Zone Sensible Supply Temperature Supply Mr (Actual) Supply Air (Standard) Ventilation Air Direct Exhaust Air Reheat Required 33,478 BTU/hr 25,646 BTU/hr 24,448 BTU/hr 54.0F 1,078 CFM 1,078 CFM 0 U 0CFM 0 BTU/hr Floor Area 1,150 sqft Overall U -Value 0.203 BTU/hr/sqft/F Vent Air 0.00 CFM/sqft Vent Mr 0.00 CFM/Peraon TABLE 2. SIZING DATA (HEATING) Heating Coil Load Ventilation Load Total Zone Load Ventilation Airflow 22,548 BTU/hr 0 BTU/hr 22,548 BTU/hr 0 CFM Load Occurs Outdoor Db/Wb Coil Conditions: Entering Db/Wb Leaving Db/Wb Apparatus Dewpoint Bypass Factor Resulting Zone RH Total Coil Load Sensible Coil Load SQFT/Ton Cooling Cooling October 16:00 87.2/75.4 F 75.0/63.4 F 53.0/52.5 F 51.8 F 0.050 52.9 % 2.79 Ton 2.14 Ton 412.21 29.11 BTU/hr/sqft 0.94 CFM /salt Heating Heating Floor Area Overall U -Value Vent Mr 19.61 BTU/hr /sqft 0.00 CFM/sqft 1,150 sqft 0.203 0.00 CFM/sqft TABLE 3. INPUT DATA (WEATHER) Location Data Source Latitude Elevation Atmospheric Clearness # TABLE 4. INPUT (HVAC System Name System Type System Start Duration SIZING SPECIFICATIONS Supply Ventilation Exhaust FACTORS Coil Bypass Safety (Seas) Safety (7.ntPnt) Heating Safety Miami Shores., Vera Residence. Fl. User Defined 25.8 Degree 7.0 ft 0.90 SYSTEM) Summer Dry -Bulb Coincident Wet -Bulb Daily Range Winter Dry-Bulb 91.6 F 77.5 F 15.0 F 46.3 F h AC#2 Qg and Electric Ht 6:00 24 hrs 54.0 F 0.00 CFM/person 0.00 CFM 0.050 0 % 0%a 0% THERMOSTAT SE77'OINTS Cooling (Occ.) Cooling (Unocc.) Heating RETURN AIR PLENUM FAN Configuration Static Pressure 75.0 F 80.0 F 70.0 F No Draw -Thru 1.50 in. wg. TABLE 5. TOP TEN COOLING COIL LOADS Tine Sensible Ton 1) October 16:00 2.14 2) July 17:00 2.11 3) October 15:00 2.11 4) July 16:00 2.09 5) June 17:00 2.09 Total Ton Time Sensible Ton Total Ton 2.79 6) October 17:00 2.08 2.74 2.76 7) August 17:00 2.08 2.73 2.76 8) September 16:00 2.08 2.73 2.74 9) November 16:00 2.08 73 2.74 10) August 16:00 2.07 2.72 SYSTEM SIZING SUMMARY System: AC#2 Location: Miami Shores., Vera Residence. Fl. Prepared by: ARPE Engineering, Inc. Block Load 3.05 May 05, 2011 Page: 2 TABLE 6. ZONE SIZING DATA Zone Name 2nd Floor Max. Cooling Design Airflow Sensible Rate Max. Heating Design Flow Load Rate (BTU/hr) (CFM) Design Time (kW) 24,448 1,078 October 16:00 6.6 Total: 1,078 Total: .00 SYSTEM INPUT REPORT System: AC#2 Location: Miami Shores., Vera Residence. FI. Prepared by: ARPE Engineering, Inc. Block Load 3.05 May 05, 2011 Page: 1 TABLE 1. HVAC SYSTEM DESCRIPTION System Type System Start Duration SIZING SPECIFICATIONS Supply Ventilation Exhaust FACTORS Coil Bypass Safety (Sens) Safety (Latent) Heating Safety Clg and Electric Ht 6:00 24 hrs 54.0 F 0.00 CFM/Per 0.00 CFM 0.050 0 % 0 % 0 % THERMOSTAT SETPOINTS Cooling (Occ.) Cooling (Unocc.) Heating RETURN AIR PLENUM FAN Configuration Static Pressure 75.0 F 80.0 F 70.0 F No Draw Thru 1.50 in. wg. TABLE 2. SYSTEM ZONING INFORMATION System Arrangement: Total Zones Selected: Selected Zones: All zones served by a common air handler 1 1) 2nd Floor SCALE: 1' 3©' KETCH OP BO IDART N.E. 95th STREET 20' Asphalt P.O.C. B.C. Ntaa L r lig 208.50' 4 0.1 CL (N ID).4" P 0.B. 31.5' Parkway 100.00' FND.l.P.2" 0 ID) FND.I.P.1/2" (NO ID) 100.00' FND.I.P.10 (NO ID) FOR: EDUARDO J. VERA AND KATHRYN ROONEY -VERA pRop, ADD: 950 N.E. 95Th STREET, MIAMI, FL 33138 CERTIFIED: EDUARDO J. VERA AND KATHRYN ROONEY -VERA. CMMORTGAGE, INC. IT'S SUCCESSORS AND /OR. ASSIGNS. GUARANTY TRUST& TITLE, INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY JOB NO: 1101 -020 FIELD DATE: 01-25-2011 LEGAL DESCR/PTIOIIt: The following described portion of Lot "P' Cis shown on Plat of Government Lot 4, of Section 5, and the North 1/2 of The NE 1/4 of the SE 1/4 of Section 6, Township 53 South, Range 42 East, recorded in Plat Book 5, at page 90, of the Public Records Dade County, Florida, to-wit: Commence at the northwest comer of Lot "F" of Plat of Government Lot4, of Section 5, and N 1/2 of NE 1/4 of SE 1/4 of Section 6 of Township 53 South, Range 42 East, Dade Count�yy, Florida, according to the plat thereof recorded in Plat Book 5, at page 90, of the Public Records of Dade County, Florida; thence run East along the north line of said Lot "P' for a distance of 208.5 to a point of beginning; thence run south along a One parallel with the west line of said Lot "F' for a distance of 220 feet to a point Thence run East along a line parallel with The said north line of said Lot "P' for a distance of 100 feet to a point Thence run North for a distance of 220 feet more or less to a point on the north One of said Lot "F , said point being 100 feet East to the point of beginning; Thence run west along the north One of saki Lot "F' for a distance of 100 feet to The point of beginning. SURVEYOR'S NOTES: 1.) THE SURVEY OF THE PROPERTY SHOWN HEREON IS IN ACCORDANCE NTH THE DESCRIPTION FURNISHED BY CLIENT. 2.) UNLESS A COMPARISON IS SHOWN, ALL BEARING, ANGLES AND DISTANCES SHONT1 ARE THE SAME AS PLAT VALUES. 3.) THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS OR OTHER RECORDED ENCUMBERANCES NOT SHOWN ON THE PLAT AND THE SAME, IF ANY MAY NOT SE SHOWN ON THE SKETCH. 4.) UNDERGRAUND PORTIONS OF FOOTINGS, FUNDATIONS OR OTHER IMPROVEMENT WERE NOT LOCATED. 5.) FENCES TIES ARE TO THE CENTER UNE OF THE SAME 6.) WALL TIES TO THE FACE OF THE SAME. 7.)ELEVATION WHEN SHOV M ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM 6 )iTHERE NO � GROUND ENCROACHMENTS HMENTS OTHER THAN THOSE SHOWN. 8.)THIS SURVEY IS FOR MORTGAGE PURPOSES ONLY, NOT70 BE USED FOR CONSTRUCTION PURPOSES. (FLOOD ZONE INFORMATION) ZONE: X COMM. 120652 PANEL: 12086C0306 SUFFIX: L DATE 9-I 1 -2009 BASE: N/A NOTE ALL BEARING HEREON ARE BASED TO THE PLAT BEARING OF ON THE CENTER LiNE OF PROPERTY LINE. EASEMENT VIOLATIONS: APPARENT VISIBLE ENCROACHMENTS: COMENT8 ❑ YES kJ NO ❑YES ®NO ABBREWITiONS: SWK= Sidewalk, CBS= Concrete Block Structure, CLF= Chain Link Fence, PL= Property Line, DUE= Drainage Utility Easement, IP= Iron Pipe, AIG Air Conditioner Pad, PIG Property Comer, D/H= Drilled Hole, W/F= Wood Fence, RES= Residence, CL= Clear, RB= Rehr, UE= Utlity Easement, CON G Cono. Slab, R/W= Right of Way, DE= Drainage Easement, C/L= Center Line, 0= Diameter, TYP= Typical, M= Measured, R= Recorded, ENCR= Encroachment, CAMP= Computer, ASPH= Asphalt, N/D= Nall & Disc., S= Set, FFE= Finish Floor Elevation, 0/8= Offset, PIP= Power Pole, OHP= Overhead Powerline, WM= Water Meter. GL BAL D MENSIONS INC. Land Surveying Services OFFICE: 14770 SW 43rd WAY, MIAMI f 33185. PHONE: 005) 512 -4225 FAX: (305) 512 -1914 HEREBY CERTIFY THAT THIS 'BOUNDARY SURVEY' AND THE MAP OF SURVEY RESULTING THEE F R O M W A S PEIFORMEUNDER MY DIRECTION ANOIS TRUE AND CORRECT TO THE BEST OF MYIQIOWLEDBEAND BELIEF AND FURTHER, THAT SAID 'BOUNDARYSIWEI;r, ETSTIEINTENTOFTHE °NINGAIMTEcM?0CA STANDARDS FORLAND SURVEYING WOE STATE OF FLORIDA', PURSUANT TO RI 01G17.9OF THE FLORIDA ADMINISTRATNH CODE AND ITS IMP LE NTINGRUSE, CHAPTER472527. :` GRIM STATUTES. DAVID L.FU`CH REGISTERED LAND SURVEYOR # 4843 STATE OF FLORIDA LB # 0006874 SHEEL OF 1 1 z'00` 8 , SO©, •• Asphalt //1ii8.00' r ti Driveway Concrete 11.00' o 4 _E ( r*- ER :,ii Z s ° 9,00 35.60' n s, .:Al 23.30' 0 o ° Ps. T 0 ' 21.80' : TWO STORY CBS ci cn RESIDENCE # 950 m 80.70' C3 CR, a • 18.50'br P • C\.MN c,0 ,' 21.00' 1ICIO . is 40, 5 Wood F. �� FND.I.P.1/2" (NO ID) 100.00' FND.I.P.10 (NO ID) FOR: EDUARDO J. VERA AND KATHRYN ROONEY -VERA pRop, ADD: 950 N.E. 95Th STREET, MIAMI, FL 33138 CERTIFIED: EDUARDO J. VERA AND KATHRYN ROONEY -VERA. CMMORTGAGE, INC. IT'S SUCCESSORS AND /OR. ASSIGNS. GUARANTY TRUST& TITLE, INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY JOB NO: 1101 -020 FIELD DATE: 01-25-2011 LEGAL DESCR/PTIOIIt: The following described portion of Lot "P' Cis shown on Plat of Government Lot 4, of Section 5, and the North 1/2 of The NE 1/4 of the SE 1/4 of Section 6, Township 53 South, Range 42 East, recorded in Plat Book 5, at page 90, of the Public Records Dade County, Florida, to-wit: Commence at the northwest comer of Lot "F" of Plat of Government Lot4, of Section 5, and N 1/2 of NE 1/4 of SE 1/4 of Section 6 of Township 53 South, Range 42 East, Dade Count�yy, Florida, according to the plat thereof recorded in Plat Book 5, at page 90, of the Public Records of Dade County, Florida; thence run East along the north line of said Lot "P' for a distance of 208.5 to a point of beginning; thence run south along a One parallel with the west line of said Lot "F' for a distance of 220 feet to a point Thence run East along a line parallel with The said north line of said Lot "P' for a distance of 100 feet to a point Thence run North for a distance of 220 feet more or less to a point on the north One of said Lot "F , said point being 100 feet East to the point of beginning; Thence run west along the north One of saki Lot "F' for a distance of 100 feet to The point of beginning. SURVEYOR'S NOTES: 1.) THE SURVEY OF THE PROPERTY SHOWN HEREON IS IN ACCORDANCE NTH THE DESCRIPTION FURNISHED BY CLIENT. 2.) UNLESS A COMPARISON IS SHOWN, ALL BEARING, ANGLES AND DISTANCES SHONT1 ARE THE SAME AS PLAT VALUES. 3.) THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS OR OTHER RECORDED ENCUMBERANCES NOT SHOWN ON THE PLAT AND THE SAME, IF ANY MAY NOT SE SHOWN ON THE SKETCH. 4.) UNDERGRAUND PORTIONS OF FOOTINGS, FUNDATIONS OR OTHER IMPROVEMENT WERE NOT LOCATED. 5.) FENCES TIES ARE TO THE CENTER UNE OF THE SAME 6.) WALL TIES TO THE FACE OF THE SAME. 7.)ELEVATION WHEN SHOV M ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM 6 )iTHERE NO � GROUND ENCROACHMENTS HMENTS OTHER THAN THOSE SHOWN. 8.)THIS SURVEY IS FOR MORTGAGE PURPOSES ONLY, NOT70 BE USED FOR CONSTRUCTION PURPOSES. (FLOOD ZONE INFORMATION) ZONE: X COMM. 120652 PANEL: 12086C0306 SUFFIX: L DATE 9-I 1 -2009 BASE: N/A NOTE ALL BEARING HEREON ARE BASED TO THE PLAT BEARING OF ON THE CENTER LiNE OF PROPERTY LINE. EASEMENT VIOLATIONS: APPARENT VISIBLE ENCROACHMENTS: COMENT8 ❑ YES kJ NO ❑YES ®NO ABBREWITiONS: SWK= Sidewalk, CBS= Concrete Block Structure, CLF= Chain Link Fence, PL= Property Line, DUE= Drainage Utility Easement, IP= Iron Pipe, AIG Air Conditioner Pad, PIG Property Comer, D/H= Drilled Hole, W/F= Wood Fence, RES= Residence, CL= Clear, RB= Rehr, UE= Utlity Easement, CON G Cono. Slab, R/W= Right of Way, DE= Drainage Easement, C/L= Center Line, 0= Diameter, TYP= Typical, M= Measured, R= Recorded, ENCR= Encroachment, CAMP= Computer, ASPH= Asphalt, N/D= Nall & Disc., S= Set, FFE= Finish Floor Elevation, 0/8= Offset, PIP= Power Pole, OHP= Overhead Powerline, WM= Water Meter. GL BAL D MENSIONS INC. Land Surveying Services OFFICE: 14770 SW 43rd WAY, MIAMI f 33185. PHONE: 005) 512 -4225 FAX: (305) 512 -1914 HEREBY CERTIFY THAT THIS 'BOUNDARY SURVEY' AND THE MAP OF SURVEY RESULTING THEE F R O M W A S PEIFORMEUNDER MY DIRECTION ANOIS TRUE AND CORRECT TO THE BEST OF MYIQIOWLEDBEAND BELIEF AND FURTHER, THAT SAID 'BOUNDARYSIWEI;r, ETSTIEINTENTOFTHE °NINGAIMTEcM?0CA STANDARDS FORLAND SURVEYING WOE STATE OF FLORIDA', PURSUANT TO RI 01G17.9OF THE FLORIDA ADMINISTRATNH CODE AND ITS IMP LE NTINGRUSE, CHAPTER472527. :` GRIM STATUTES. DAVID L.FU`CH REGISTERED LAND SURVEYOR # 4843 STATE OF FLORIDA LB # 0006874 SHEEL OF 1