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RC-15-2126 (2). Inspection Worksheet , Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-241862 Permit Number: RC-8-15-2126 Scheduled Inspection Date:April 26,2016 Permit Type: Residential Construction Inspector: Naranjo, Ismael Inspection Type: Final Owner: , Work Classification: Addition/Alteration Job Address:1151 NE 99 Street Miami Shores, FL 33138- Phone Number (786)253-2869 Parcel Number 1132050180070 Project <NONE> Contractor: VAS RENOVATIONS INC Phone: (786)306-8027 Building Department Comments INSTALL NEW KITCHEN REPLACE FLOORS Infraction Passed Comments THROUGHOUT REPLACE BATH FIXTURES NEW INSPECTOR COMMENTS False MASTER&BATH IN GARAGE NEW W/D Inspector Comments Passed U>G A� Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid April 25,2016 For Inspections please call: (305)762-4949 Page 5 of 31 am W—d ;�--Wll� 531 X Loy I 9 h1 rl--T-,Y�.'. k 31� 14, Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-256687 Permit Number: RC-8-15-2126 Inspection Date: April 12,2016 Permit Type: Residential Construction Inspector: Dacquisto, David Inspection Type: Survey Final Owner: Work Classification: Addition/Alteration Job Address: 1151 NE 99 Street Miami Shores, FL 33138- Phone Number (786)253-2869 Parcel Number 1132050180070 Project: <NONE> Contractor: VAS RENOVATIONS INC Phone: (786)306-8027 Building Department Comments INSTALL NEW KITCHEN REPLACE FLOORS �nfractio Passed Comments THROUGHOUT REPLACE BATH FIXTURES NEW INSPECTOR COMMENTS False MASTER&BATH IN GARAGE NEW W/D (All(OF Inspector Comments Passe l lFk1 Failed E] Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid For Inspections please call: (305)762-4949April 12,2016 Page 1 of 1 y� m� t MARTINEZ & MARTINEZ ENTERPRISES , INC. Business License # 7702 7179 W. 13 Avenue, Hialeah , Florida 33014 Email : pispsm@yahoo.com Cel: 786-277-4861 Webs ite: rnartinezandrnartinez.com • •0 • • • 6666•• • • • 6666•• 0000.. PABid&ess: 9"00115a.NF.. 99 41., MIAMI SHORES, FL. 33138 00:06 . .. .0.•00 0609•• LEG K ® SQIPTIO 00000: Lot j % in 1314c::7®, of B6 REVISED PIAT OF TRACT 1786, 1780, 179/x, 1796, 1790, 180A 6.66.. & N=417 181 , OF REVISED PLAT OF MIAMI SHORES SECTION 8, PB. 31, PG. 41 00 aceerAing to$hpglat thereof as recorded in Plat Book 43 at Page 69 of the Public Records of 00000 MiaPl'1i'Dade CourTty ,, Florida. 0�0g0 0 SURVEYOR'S O `S O ®a� s 1) The above captioned Property was surveyed and described based on the above Legal Description: Provided by Client. 2) This Certification is only for the lands as described. It is not a certification of Title, Zoning, Easements, or Freedom of Encumbrances. ABSTRACT NOT REVIEWED. 3) There may be additional Restrictions not shown on this survey that may be found in the Public Records of this County, Examination of ABSTRACT OF TITLE will have to be made to determine recorded instruments, if any affecting this property. 4) Accuracy: The expected. use of the land, as classified in the Standards of Practice , is "Residential High Risk". The minimum relative distance accuracy for this type of boundary survey is 1 foot in 10,000 feet. The accuracy obtained by measurement and calculation of a closed geometric figure was found to exceed this requirement. 5) Foundations and/or footings that may cross beyond the boundary lines of the parcel herein described are not shown hereon. 6) Not valid without the signature and the original raised seal of a Florida Licensed Surveyor and Mapper. Additions or deletions to survey maps or reports by other than the signing party or parties are prohibited without written consent of the signing party or parties. 7) Underground utilities are not depicted hereon, contact the appropriate authority prior to any design work or construction on the property herein described. 8) The surveyor does not determine fence and/or wall ownership 9) Ownership subject to OPINION OF TITLE. 10) Type of Survey: BOUNDARY SURVEY. 11) Flood Zone: AE Base Flood Elev.: 8.00' as per map 120662, Suffix L , Panel 0306 Date of Panel 9-11-09 12) A complete list of abbreviations used in this survey are shown on the back of this sheet. 13) If shown, elevation are relative to the National Geodetic Vertical Datum of 1929. 14) Survey# 15-87B 15) This PLAN OF SURVEY has been prepared for the exclusive use of the entities named hereon. The Certificate does not extend to any unnamed party: A.)Shima V II LLC Field Date: 5-04-2015 Up-date: 3-16-2016 For the firm: Pedro Luis Martinez P.S.M. P of ssional Surveyor & Mapper S f Florida Reg.No.5443 Pagel of 2 i Legend of Survey / Abbreviations A Arc Length FIP Found Iron Pipe/Pin RNG Range AC Air Conditioner FL Flowline RP Radius Point ADDH Addition FN Found Nall RR Railroad ALUM Aluminum FT Feet or Foot RD Road APPROX Approximate FE Flowage Easement R/W Rlght-of-Hay ASPH Asphalt GAR Garage S South •• • ,AVE Avenue OR Guard Rail SAN Sanitary. '••:•' • BC Broward County GD Grade SCN Set Cohefete Monument ••� BL Base Line GNO Ground SCN Scrueen . :...:• •• ••• BLDG Building GOVT Government SE Softelst •• LK Block GPS Global Positioning System SEC Sewage • •• •• •�• BLVD Boulevard GW Guy Hire SEW Sewer:..: :•' •' •• ••• BM Bench Mark HORIZ Horizontal SIP Set Jose Pipe/pin •• •• BNOY Boundary HP High Point SN Sef wi,q :. ..: BOTT Bottom HT Height SP Scmneporch • CNE Canal Maintenance Easement HH Head Nall SPEC Spec4f;M lon •••• " " C/Calc Calculated HWL High Water Line SQ FT Squpme fop �••• '. CB Catch Basin IP Iron Pipe or SF •••• •• ••• Co Chord Distance IV invert SR State Road •••••� CHB Chord Bearing Lid: Lake Maintenance Easement ST Street C/O Concrete Block L Length STD Standard CSG Curb & Gutter LP Light Pole STA Station CL Center Line LT Left STM Store CLF Chain Link Fence MINT Maintenance STRUC Structure CM Concrete Monument WAS Masonry STY Story CMP Corrugated Metal Pipe MAX Maximum SUB Subdivision CO Cleanout COL Colunm NH man Hole SM Southwest � CONC Concrete M Field Measured SWK Sidewalk MIN Minimum T Tangent CONST Construction W Marker TOM Temporary Bench Nark COORD Coordinate IN Kean TEL Telephone COR Corner NON Monument TEMP Temporary E COV Covered WSL Mean Sea Level TOB Top of Bank CR County Road N North TOP Top of PiP., CS Concrete Slab NSD Nall G Disk TR Tract/Trill CT CourtTRANS Transformer CULV Culvert DatusNAD 83 North American 7WP Township NE 'Northeast D Deed of 1�3 TYP Typical DB Deed Book NO Number UE Utility Easement DC Dade County N. Rad Not Radial UGD Underground OCR Dade County Record NTS Not to Scale USGS. US Geological Survey DEFL Deflect or Deflection NOVO National Geodetic UTIL UtlIIties DIA Diameter Vertical Datum US Utiiittes Box DIST Distance Nit Northwest V Vertical DR Drive NFIP National Flood VAR Varies ORA Drainage Retention Area Insurance Program VC Vertical Curve DE Drainage Easement OHC Overhead Cable VOL Volume DWG Drawing DIB Official Record Bock W West DWY Driveway P Plat WD stood E East PAR Parcel WN Hater Meter ENC Encroach PAT Patio WMN Water Main ELECT Electrical PAV Pavement WT Mater Table EL Elevation WV Water Valve ENCL. Enclosure Pe Plat Book SYMBOLS ESNT Easement PC Point of Curvature EOW Edge of Water PCP Permanent Control Point s Delta Angle EXIST Existing PEO Pedestal D• Degrees Pae FCM Found Concrete Monument PPii Point of Intersection O' Minutes FND Found �( Parker Katon Nail O" Seconds FEMA Federal Emergency Feet When Used in Distance. Management Agency PL Property LinePLTR Planter Inches When Used In Distance FIRM National Flood POB Point of Beginning 10.0 Existing Elevation Insurance Program PP Power Pole xi0.0 Proposed Elevation FF Finish Floor PAN Permanent Reference Monument Proposed Surface Flow FFE Finish Floor Elevation PRDJ Project ® Set iron Pip$ or FH Fire Hydrant R Record by Plat/Deed Pin with Cap s5443, RAD Radial/Radius unless otherwl3e shown REF Reference 4/- More or Less FES Residence Distance Not Supported RET Retention/Retalning by Field Measurement SKETCH OF SURVEY SCALE: 1 1219 <5 Miami Shores Village 0 APPROVED BY DjINTE,rim 70'qING3 DEPT C _nG DEPT c; r' 1 0("OMIl IANGF:WITH ALL FEDERAL 7V :11)1 I_; ANI) J1 ATIONS 6666.. —X—x—x--x—x • • 00 00 15' ALLEY—J 8 00:9 FIR. 1/2- 9' PAVEMENT !41 FIR. 1/2' 6909: 75.00 NO.ID NO.ID T FX-1— _X_x _�_x ':::040 WALL 8T ae' Fx 00*00 LCT-110.00'L0.00, LOT-19 690* LOT-18 178 1BLOCK-178 11 BLOCK-178 APR 112016 T_VV_. CONC. SLAB ELE 1 15.70' METER 10.22' o 11.77 11-80' 15.83' C-4 1 1—STORY 0i BUILDING 0) ELECTRIC METER .77 .. 1 o #1151 FFE:9.89' CONC. 0.00�_ 28.10' 12.40' CONC. (TYPICAL) C6 14.60' lb 16' CONC. DRIVE FIR 1/2" NO.11) FIR 1/2- NO.ID 75.00' 23.5' PARKWAY 22' PAVEMENT 19 (70' TOTAL R/W. PER THIS PLAT) A N.E. 99th STREET THIS UR MAP OR THE COPIES THEREOF ARE LEGEND NO VALID WITHOUT THE SIGNATURE AExisting Elevations =Light Pole AN TH ORIGINAL RAISED SEAL OF —OH-Overhead Vire Line =Water Meter F-DH. =Found Drill Hole A FL DA LICENSED //—Wood FenceENSED SURVEYOR & MAPPER. I%=Catch Basin F-N&D. =Found Nail&Disc. x—Chairlink Fence Tb=Power Pale FIR. =Found Iron Rebor Sheet 2 of 2 U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FL_DERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008 AYational Flood Insurance Program Important: React the instructions on pages 1-9. Expiration Date:July 31,2015 SECTION A-PROPERTY INFORMATION Al. Building Owner's Name SHIMA V II LLC � + A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. r...,, 1151 NE.99 ST City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) LOT 18,BLOCK 178,"REV.PLAT MIAMI SHOES SEC.8 ", PB.43,PG.69,MIAMI-DADE COUNTY RECORDS A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5. Latitude/Longitude:Lat.25.866858 Long.-80.174836 Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawispace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawispace or enclosure(s) 1490 sq ft a) Square footage of attached garage NA sq ft b) Number of permanent flood openings in the crawispace b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade 8 within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 906 sq in c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3.State MIAMI SHORES 120652 MIAMI-DADE FL B4.Map/Panel Number B5.Suffix B6.FIRM Index Date B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone 12086CO306 L 9-11-09 Effective/Revised Date Zone(s) AO,use base flood depth) 9-11-09 AE 8.00, 610. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile N FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ® No Designation Date:NA ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1 V30,V(with BFE),AR,ARIA,ARAE,AR/A1-430,AR/AH,ARIAO.Complete Items C2.a-h below according to the building diagram specified in Item A7.in Puerto Rico only,enter meters. Benchmark Utilized:COUNTY Vertical Datum: NGVD.1929 Indicate elevation datum used for the elevations in items a)through h)below. ®NGVD 1929 ❑NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a)Top of bottom floor(including basement,crawlspace,or enclosure floor) 7.4 ®fleet ❑meters b)Top of the next higher floor 9.89 ®feet ❑meters C) Bottom of the lowest horizontal structural member(V Zones only) N.A ❑feet ❑meters d)Attached garage(top of slab) N.A ❑feet ❑meters e)Lowest elevation of machinery or equipment servicing the building 8.15 ®feet ❑meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 7,4 ®feet ❑meters g)Highest adjacent(finished)grade next to building(HAG) 7.8 ®feet ❑meters h)Lowest adjacent grade at lowest elevation of deck or stairs,including structural support N.A ❑feet ❑meters SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information.I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 98 U.S.Code,Section 9009. LS ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ❑ Check here if attachments. licensed land surveyor? ® Yes ❑ No i Certifier's Name PEDRO LUIS MARTINEZ License Number LS5443 Title SURVEYOR AND MAPPER Company Name MARTINEZ AND MARTINEZ ENTERPRISE ' Address 7179ST 13 AVENUE City HIALEAH State FL ZIP Code 33014 Signature Date 3-16-2016 Telephone 786-277-4851 4? FEMA Fo 7 33(7/12) See reverse side for continuation. Replaces all previous editions. LLL.W r%{t4//• VL0\0 as MOM a&.., FOIXWW 6 IMPORTANT:In these spaces,copy the corresponding 1nfdrM"#W Section A. i F NM MANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. 1151 NE.99 ST City MIAMI SHORES State FL ZIP Code 33138 Cy Number: SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agenticompany,and(3)building owner. Comments (C2A)IS THE UNFINISHED CRAWLSPACE ELEVATION. USED GOOGLE EARTH TO OBTAIN LAT. AND LONG. A/C UNIT ON TOP OF CONCRETE AT EAST SIDE OF HOUSE. TOP OF CONCRETE ELEVATION=8.15'. Signature Date 03-16-2016 SECTION E-IRI ING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and ( out BFE),complete Items E1-E5.If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C.For Items E1 4,use natural grade,if available.Check the measurement used.In Puerto Rico only,enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters?:-❑iabove.or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or❑below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community s floodplain management ordinance? ❑Yes ❑ No ❑ Unknown.The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community s floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable items)and sign below.Check the measurement used in Items G8-G10.In Puerto Rico only,enter meters. G1.❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (indicate the source and date of the elevation data in the Comments area below.) G2.❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3.❑ The following information(Items G4-G10)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued i G7. This permit has been issued for. ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters Datum G10.Community's design flood elevation: ❑feet ❑meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments. FEMA Form 086-0-33(7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number: 1151 NE.99 ST City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number: If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View'; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. WEST SIDE NORTH SIDE ELEVATION CERTIFICATE, page 4 Building Photographs Continuation Page w IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number: 1151 NE.99 ST City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number: If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. SOUTH SIDE AV �e 1` EAST SIDE MIMM MWWMIaxni-Dade County Building Department 11805 S.W. 26 Street,Miami,FL 33175-2474 www.miamidade.am/building ENERGY, SOUND AND EM PACT CERTIFICATE Building Permit No: A?C - / !�-- c}/,:?-1',- Project Name: V_-z7- "e_ Job Address: // S-/ 5-r- STATEMENT OF COMPLIANCE We,the undersigned,hereby certify that the EMRGY.SOUND AND IMPACT INSULATION has been installed in the above referenced project,in compliance with the latest edition of the FLORIDA BUILDING CODE.the APPROVED ENERGY CALCULATIONS and Plans and in accordance with good construction practice.The insulation furnished and installed has the characteristics shown below:(check only applicable boxes). AExterior CBS Walls Insulation:R:�(Min.):Material: Thickness: inch(es):Density: lb/ft:Mfgr: ❑2) Exterior Frame/Metal Stud Walls:R (Min.):Material: Thickness: inch(es):Density: lb/ft:Mfgr: ❑3) Exterior solid concrete walls:R (Min.):Material: Thickness: inch(es):Density: Ib/ft:Mfgr. N04) Interior wall serrating A/C from non A/C srWes insulation:R- (Min.) Material �;Thickness: /p inch(es);Density: lb/ft ❑ 5) MULTI-FAMILY RESIDENTIAL CONSTRUCTION ONLY:The COMMON(P�riy)walls to two separate conditioned tenancies shall be insulated to a minimum of R-11 for frame walls,and to R-3 on both sides of common masonry walls See ENERGY CODE,2007,paragraph 13-602.ABC.1.1,on page 13.74,latest edition.These"minimum levels of insulation",are not included in the Energy Calculations,but shall be installed in the field. �6) Ceiling insulation R-�(Min.);Material: Thickness: / 0/1 inch(es): Density: lb/ft:Mfgr. ❑7) Walls,partitions and floor/ceiling assemblies between dwelling units or between dwelling units and adjacent public or service areas such as halls,corridors,stairs,etc.must have a sound transmission class(STC)of not less than 50(penetrations must maintain the required rating). ❑8) Floor/ceiling assemblies between dwelling units or between dwelling units and public or service such as halls corridors, stairs,etc.must have an impact insulation class(HQ rating of not less than 50. Make photocopies of this sheet in your office,as required for future jobs. als t� r Installed b 1/✓� d� y Insulation Company Name _ att r S' store p••,,°"••: �' ^� �o //yyam-� n� o pa: M Insulation Contractor CC# L'./I� V� Date Certified: a� o O.CJBuilder: C64-5 y f/ ?7 e>.Ai S = m Company Name uild Si �, a Building Contractor CC#: Date Certified: woo K ANO -i m o CX rn Note:For lightweight Insulating concrete,use appropriate forms,separate from this one. so Revised 02-26-2009 DIVISION OF Environmental Health licalth 010Florida Miami-Dade County (WIVS/well Division Inspector_.._.._._ Date— os'lvs# 4 Address Signature ------- 7�2> p E' R£ 3Er f Shores age 10050 N Miami E.2nd Avenue NE • Miami Shores,FL 33138-0000 Phone: (305)795-2204 '� Expiration• 03/12/2016 i d 3 Project Address Parcel Number Applicant 1151 NE 99 Street 1132050180070 Shima VII LLC Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell Shima VII LLC 1235 NE 100 Street (786)253-2869 (305)796-4922 Miami Shores FL 1235 NE 100 Street Miami Shores FL Contractor(s) Phone Cell Phone Valuation: $ 21,500.00 VAS RENOVATIONS INC (786)306-8027 Total Sq Feet: 2000 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Final PE Certification Date Denied: Drywall Type of Construction:INSTALL NEW KITCHEN REPLACE Occupancy:Single Family Miscellaneous Stories:1 Exterior: Window Door Attachment Front Setback: Rear Setback: Tie Beam Left Setback: Right Setback: Final Bedrooms:2 Bathrooms:2 Framing Plans Submitted:Yes Certificate Status: Insulation Certificate Date: Additional Info: Truss Insp Columns Bond Retum: Classification:Residential Foundation Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Window and Door Buck Bond Type-Owners Bond $500.00Fill Cells Columns CCF $13.20 Invoice# RC-8-15-56794 Wire Lathe CO/CC Fee $150.00 09/14/2015 Credit Card $ 1,281.56 $200.00 Review Electrical DBPR Fee $9.68 08/20/2015 Credit Card $200.00 $0.00 Review Planning DCA Fee $9.68 Bond#:2835 F.Termite Letter Education Surcharge $4.40 F.Elevation Certificate Permit Fee $645.00 Review Mechanical Plan Review Fee(Engineer) $120.00 Review Building Scanning Fee $12.00 Review Building Technology Fee $17.60 Review Structural Total: $1,481.56 Review Plumbing Review Plumbing Review Plumbing Declaration of Use In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore,I authorize the above-named contractor to do the work stated. r September 14,2015 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy September 14,2015 1 Miami Shores Village Questions/c°nmen's/co'cems' Please call either Monique: 786-253-2869 or Building Department Louis: 305-796-4922 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 k FBC 20 6 14 .`f BUILDING Master Permit No PERMIT APPLICATION Sub Permit No. 6JBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: S7/ �-' �� -Sr-YL Q-p 7- "i City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 3- 0/& ® ®7 C� Is the Building Historically Designated:Yes NO Occupancy Type: _Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): C;-';'7 Phone#: 3©S- �- Address: City: M/ i State: /'7— Zip: -2 21'l-3 e Tenant/Lessee Name: Phone#: Email: �2 E�� Liin+•� CONTRACTOR:Company Name: V �3 /eaA,1C>10�'°T7 C) A_S Phone#: Address: City: M ^ -State: 1°'�--- Zip: t S' Qualifier Name: sea &2t .4- 5,_6&=-s"-'n Phone#: 7& , State Certification or Registration#:C'jj!!6e_1 5�lCertificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ .oSquare/ near Footage of Work: 2z2®,o -S Type of Work: ❑ Addition Alteration ` F-1New _A�Repair/Replace ❑ Demolition Description of Work: /�- Gz z ape- �el A4-Cx,> L Specify color of color thru.tile: �� - -, ��/ Ly-�l�- �. Submittal Fee$ Permit Fee$ CCF$ CO/CC$ (So -03 Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ M •00 TOTAL FEE NOW DUE$ 112-21 •�✓ (Revised02/24/2014) a Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City 1, ° 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction hey law brochure will be delay red to the person whose pr erty is subject to attachment. Also,a certified copy of the recorded notice o com ncemen must be osted at the job site for the firs nspection which occurs seven ( ) days after the building permit is iss e . In a abse ce of uch posted notice, the inspection wt not approved and a reins a ion w► a charged. Signature v"" o OW4R or AGENT NTRA OR The foregoing instrument was acknowledged before me this The foregoing Inst ument was acknowledged before me this 20 day of r-r\�� ,20 15 .by day of r-qA-" t' ,20 (S ,by ky"NOx-i I Q,- , SrWTI-t ,who is personally known to kfl�IP T —C_()«(:) ,who is personally known to me or who has produced Imo(-- ZY21J as me or who has produced �P L..`fly 1 C identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBUC: Sign: d0� '��Sign: � c0 'J G Q'••. ,� '� Print: = am:c% ==w H� :u rPrint• _ca e-- Notary Public Staff of Florida Seal: e,; o oit c�,� Seal: ;4 Sindia Alvarez My Commission FF 158750 CO �.` torr SxRires 093/2018 •.. 7;7;* �**�e**�s�*��r* APPROVED BY 4 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 4. JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION **CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 8/18/2015 EXPIRATION DATE: 8/17/2017 PERSON: SORTO KENIA FEIN: 205910087 BUSINESS NAME AND ADDRESS: VAS RENOVATIONS INC 750 NW 25 AVENUE MIAMI FL 33125 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL LICENSED ROOFING CONTRACTOR CONTRACTOR Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who sleds exemption from this chapter by Bing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt...apply only within the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(13),F.S.,Notices of eh3don to be exempt and certificates of election to be exempt shall be subject to revocation If,at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for Issuance of a certificate.The department shall revoke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1608 r r . Miami Shores Village Building Department 1pR�pA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305)756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers'compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIG G BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS Signature: ' fwner State of Florida County of Miami-Dade The foregoing was acknowledge before me this day of ! ,20 IC--. By L31"•-00-4 who is personally known to me or has produced ............. Notary: � � �s'•�y ! SEAL: Cn N ;o' 111"I>>►►tt I III00��`\, fliarm Sltore VjAlrk�jtqfe 10050 N.E. SECOND AVE °-HAMI SHORES. PLORIDA 3313.E-23S'2 Ticlephone� (305) 79,5-2207 1-ax: (305) 756-89-7 12 DAVID A. DACQUISTO, ACCP DEVELOPMENT ORDER File Number: PZ-05-15-2015195 Property Address: 1151 NE 99th Street Owner/Applicant: Shima V 11 LLC Address: 1151 NE 99th Street Whereas, the applicant Shima V 11 LLC (Owner), has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Pursuant to Articles IV, V and VI of Appendix A Zoning, Sec. 400 Schedule of Regulations and Sec. 600. Site plan review and approval required. Fagade improvement. Garage conversion. Whereas, a public hearing was held on June 25, 2015 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered. finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1 Approval is granted as shown on the plans submitted and made a part of this approval to convert an existing 300 sq. ft. attached garage to a master bedroom suite. 2) The applicant to provide a new site plan showing two legal parking spaces on the site and the two legal parking spaces to be in place prior to the final inspection of the garage conversion by the building official. 3) The site shall not drain onto neighboring properties or any rights-of- way. Page I of 2 DO-PZ-05-15-2015195-Shima V 11 LLC 4) An'-erosion and sedimentation plan subject to review and approval by the building official is required if ground cover is removed or as required by the building official. Properly installed soil erosion measures (silt fences, straw barriers, etc.) and anti-tracking area at all construction entrances are required to be put in place and maintained if ground cover is removed or as required by the building official. Required erosion control measures must be in place prior to footings inspection. 5) Landscaping shall be compliant with Division 17 of Appendix A, Village of Miami Shores Code of Ordinances. No new landscaping is proposed 6) Ground cover must comply with the provisions Division 17 of Appendix A, Village of Miami Shores Code of Ordinances, artificial turf is specifically prohibited. 7) Applicant to obtain all required building permits before beginning work. 8) Applicant to obtain all required permits and approvals from the Miami- Dade Department of Regulatory and Economic Resources, Environmental Plan Review Division (DRER, EPRD) and the Miami- Dade Department of Health (DOH/HRS) as required. 9) Applicant to meet all applicable code provisions at the time of permitting. 10)This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami-Dade County Codes, the applicable building and life safety codes required for development,and provide a copy of the development order to the Building Dept. The application with conditions was passed and adopted this 25th day of June, 2015 by the Planning and Toning Board as follows: Mr. Abramitis Absent Mr. Busta Yes Mr. Reese Absent Mr. Glinn Yes Chairman Fernandez Yes Date ' and M. Fernandez Chair, Planning Board// Page 2 of 2 DO-R-0-I5-2415195 Shima V 11 LLC STATE OF FLORIDA pRMET , DEPARTMENT OF HEALTH ONSITE SEWAGE TREATbMNT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS APPLICANT:_ = '�°?� )Cd -4 �-- �"'"� AGENT: LOT: ted BLOCK: SUBDIVISION: i`7 r m , PROPERTY ID #: i 1 -*• S.�'y -C>d �s'." 7D [Section/Township/Parcel No. or Tax ID Number] TO BE COMPLETED BY ENGINEER, 'HEALTH DEPARTMENT E1M;YEE,OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDE REGISTRATION NUMBER ,AND SIGN.AM VAL EACH PAGE• OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: YYrS [ ] NO NET USAWX AREA AYA3:LwnE: ACRES TOTAL ESTIMATED SEWAm FLOAT: ' GALLONS PER DAY [RESIDENCES-TABLE 1/0THER-TAWA2] AUTHORIZED SEWAGE FLOW: a [ GALLONS PER'DAY_ [1500 GPD/ACRE OR 2500 GPD/ACRE] UNOBSTRUCTED AREA AVAILABLE: . `3 SL3 SOFT UNOBSTRUCTED AREA REQUIRED: --S SOFT BENCHNIls WREFERENCE POINT LOCATION:_ °i e7 a--44 !CrD a--- ver ELEVATION OF PROPOSED SYSTEM SITE [RC—MA/FT] [ABOVE B cmaWPY.PERENCE PoINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING MATURHS SURFACE WATER: 1V0 FT DITCHES/SWALES: t—i::.) FT NORMALLY_WET? j ] YES ItI-X67' . WELLS: PUBLIC: --r FT LIMITED USE: --- FT PRIVATE: —" FT NON-POTABLE: --.. pT BUILDING FOUNDATIONS: tom. FT PROPERTY LINES: `��K_- FT POTABLE WATER LINES:�FT SITE SUBJECT TO.FREQUENT FLOODING*. 17 YES I NO 10 YEAR FLOODING? I ] YES j p ' 10 YEAR FLOOD ELEVATION FOR SITE: --y FT MSL/NGVD SITE ELEVATION: I • MSL/NGVD SOIL PROFILE INFORMATION SITE SOIL PROFILE INFORL-TION SITE 2 MUNSELL #/COLOR TEXTURE DEPTH_ MONSELL #/COYAR TEXTURE DEPTH TO sem,,,,-�.- TO TO TO TO — To TO TO Tavel:�. TO USDA SOIL SERIES: LSA_ ,.� USDA SOIL SERIES:' ug L', L-roo-I Z;:-, OBSERVED WATER TABLE: INCHES [ABOVE /BELOW} TIiG GRADE. TYPE• PERCHED / APPARENT] ESTIMATED WET SEASON WATER TABLE ELEVATION: ��. [ABOVE / EXISTING GRADE HIGH WATER.TABLE VEGETATION: [ ] YES (X] No MO :. j ] YES [Xl NO DEPTH:_=�_�CHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: .i T�- O.cRO;DEPTH OF EXCAVATION:_ INCHES DRAINFIELD CONFIGURATION: [ ] TRENCH . OTHER (SPECIFY) REMAN/ADDITIONAL CRITERIA: IEZ-4 c,I 2 SITE EVALUATED BY: DATE: S DH 4015, 09/09 (Obsoletes previous editions which may not be used) kwporated: 6¢E-6.001,FAC Page 3 of 4 STATE OF FLORIDA PERMIT NO. DEPARTMENT OF HEALTH DATE PAID. ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: SYSTEM RECEIPT #: APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: �� [ 1 Now System [ � Ex sting System [ J Holding Tank [ J Innovative 11 Repair' [ J Abandonment j 1 Temporary [ 3 APPLICANT: ./ fIB'I'� V "Y� IT AGENT: !e' cis s A 6�Y��7TEMPHQNE: M ilLIN(; ADDRESS: 1 3 5 LA--;) TO SE COMPLETED BY APPLICANT OR APPLICANT'S AUTEORI7.ED AGENT. SYSTEMS MUST BE. CONSTRUCTED BY A PERSON LICENSED.PURSUANT TO 409.105(3) (a) OR:•489.552, FLORIDA STATUTES. IT IS THE APPLICANT'S RESPONSIBILITY TO PROVIDE DOCUMENTATION OF TEE DATE THE LOT WAS CREATED OR PLATTED (1wDD/YYJ IF REQUESTING CONSIDERaTiON OF STATUTORY GRANDFATHER PROVIaSSIOHS. PROPERTY INF0161ATION IAT: . BLOCK: SUBDIVISI0�1: Mari, 1!5k a-ri��-C•- �� PLATTED: PROPERTY ID f: j(6 "C>D 7 0 ZON3NG: I/M OR EQUIVALENT:. [ Y / N J zz PROPFaRTY SIZE: ACRES- VATER SUPPLY: [' J PR3V= PUBLIC [ -2000GPD [ ]?2000GPD •IS SEWER AVAILABLE AS PER 381.0065, $S? [ Y /Q DISTANCE TO SEWER: i PROPERTY ADDRESS: [ ! �"�'�- �' "? t A e '��11� r CS DIRECTIONS TO PROPERTY: s=-r TC.J BUILDING INFORMATIei [ ]• RESrnt,+um rnT.' [ 3 COmRCIAL Unit Type of No. Of Wilding` Commercial/Institutional System Design No Establisbueiit BAdroofts Area Sgft Table 1, 'Chapter 64E-6, NAC 2 3 t 4 [ J Rix/Equa.pment DxitanoOthor (Spaaify) SIGNATURE: i DATE:-!5. DH- 4015, 08/09 (Obsoletes previous editions which may.not be used) Incorporated 64E-6.00.1, FAC Page 1 of 4 STATE OF FLORIDA PERMIT # DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM EXISTING SYSTEM AND SYSTEM REPAIR EVALUATION o APPLICANT: CONTRACTOR / AGENT: LOT: I BLOCK: _ '7 SUBDIV: ( i�t E'[ F)t�="' � ID#: Q TO BE COMPLETED BY FLORIDA REGISTERED ENGINEER,DEPA$TMENT EMPx,OYEE, SEPTIC TANK CONTRACTOR OR OTHER CERTIFIED PERSON. SIGN AND SEAL ALL SUBMITTED DOC kENTS. COMPLETE ALL APPLICABLE ITEMS. COMPLETE TANK CERTIFICATION BELOW OR NOTE IN REMARKS WHY THE TANKS CANNOT BE CERTIFIED. EXISTING TANK ImRMATION I '501 GALLONS SEPTIC TANK/GPD ATV LEGEND: p I�aTER7AL:Lsx �' � BAFFLED: Y`I N] t I GALLONS SEPTIC TANK/GPD ATU- LEGEND:: : BAFT° EiED:IY / N] I 7 GALLONS GREASE INTERCEPTOR LEGEND: MATERIAL: I ] GALLONS DOSING TANK LEGEND: MATERLAL # PUMPS: j ] I CERTIFY THAT THE LISTED TANKS WERE-POMPED �1 S L /� BY E e' ' S _, HAVE THE VOLUMES SPECIFIED AS DETERMINER BY• D FILLING / LEGEND ]. ARE FREE OF OBSERVABLE DEFECTS OR A j SOLIDS-DEFLECTION DEVICE / OVTI.ET FILTER DEVICE ] S ALLED.' SIGNATURE OF LICENSED CONTRACTOR BUSINESS NAME EXISTING DRAINFIELD 7�vmomTIoN I �7 SQUARE FEET PRIMARY DRATNFIELD SYSTEM NO. OF TRENCHES [ ] DIMENSIONS: 1 C7 X C7 t 7 SQUARE FEET ,,,.-'� SYSTEM NO. OF TRENCHES j ] DIMENSIONS: X TYPE OF SYSTEM: [ rSTANDARD { ] [ ] p t J CONFIGURATION: L ] TRENCH [� [ ] DESIGN: [ ] HEADER ( ] D-80X ' C GRAgITY• SX$TEM ] DOSED SYSTEM -ELEVATION OF BOTTOM OF DRAINFIELD IN RELATI.ON•TO'.EXISTING:•GRADE • � NC f [ ABOVE ( ) SYSTEM FAILURE AND REPAIR INFORMATION I ] SYSTEM INS ION DATE/] TANK YPE' OF WASTE [ ] DOMESTIC [ ] m i ] GPD EST SEWAGE FLOI ] METERED [ ] TABLE 1, 4E-6, FAC SITE C 7 D STRUCTURES [ ] PATIO /-DECK I ] P CONDITIONS: [ ] S PnfG PROPERTY NATURE OF [ ] RAULIC ovmaxm • [ ] [ 7 SYs FAILURE: I ] RAII+TAGE / RUN OFF [. ], TABLE IFAILURE i SEWAGE ON GROUND [ ] D BOX/HEADER j 7 NFiELD SYMPTOM: C 7 PLUMBING BACKUP REMARKS/ADDITIONAL CRITERIA. CD$71 W-7 ✓' SUBMITTED BY: TITLE/LICENSE Q'UVA'9$9i DATE• J DH 4015, 08/09 (Obsoletes pievious editions tahicb may -not be-used) ;CAco:rpoxated 64E-6.001, FAC - Page 4 of 4 !g!" 1*14 ■■■!■■■■!■■Ur■■■■!■■■�''_-�'�'"An ■'!■!!!i!■■■■!■■■■■■■■■!■!■'W■■■■■ so ■■!!■■■s■■■��■■�■■■!!■■� ■ cpm ASM p - - r r: r• •. . rr .r r NOTICE OF RIGHTS A party whose substantial interest is affected by this order may petition for an administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such proceedings are governed by Rule 28-106, Florida Administrative Code. A petition for administrative hearing must be in writing and must be received by the Agency Clerk for the Department,within twenty-one(21)days from the receipt of this order. The address of the Agency Clerk is 4052 Bald Cypress Way, BIN#A02,Tallahassee, Florida 32399-1703. The Agency Clerk's facsimile number is 850-410-1448. Mediation is not available as an alternative remedy. Your failure to submit a petition for hearing within 21 days from receipt of this order will constitute a waiver of your right to an administrative hearing,and this order shall become a'final order'. Should this order become a final order, a party who is adversely affected by it is entitled to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a second copy, accompanied by the filing fees required by law, with the Court of Appeal in the appropriate District Court The notice must be tiled within 30 days of rendition of the final order. Miskin: Rick Scott To protect,PM*&hwove the health Gmenror of a8 people In Honda h tnt tet John H.Anstrong,MD,FACS . &� HEALTH SWe Swgeon GmaW&Mary Viskrn:To be the Heefthled Stag in the l don WELL FORM pox Chapter,64E-6.004(3xa),F.A.C.: A plan or plat of the lot or total site•ownership drawn to scale,showing boundaries with dimensions,locations of any existing or proposed residences or buildings,swimming pools,recorded easements,the on-site sewage treatment and disposal system components and their location on the property,the slope of the property and any existing or proposed wells,potable and non-potable water lines,including valves,drainage features,filled areas,unobstructed areas,and surface water bodies. The site plan shall indicate the location of wells, onsite sewage treatment and disposal systems,surface waters and other pertinent facilities or features on contiguous or adjacent property. If the features are within 75 feet of the applicant lot,the estimated to the feature must also be shown but need not be drawn to scale. The location of any public drinking water well,as defined in Chapter 64E.-6.002(44)(b),within 200 feet of the applicant's lotshall also be shown, with the distance indicated from the system to the well,and the location of limited use public water system or other public wells,as defined in Chapter 64E-6.002(44)(b),within 100 feet of the applicant lot must also be shown,or as defined in Chapter 64E- 6.002(44xa),F.A.C.,within 75 feet from a private potable water well(well used only by one or two residences). Chapter 24-12(18),Miami-Dade County Code: The minimum separation between a well or wells and possible sources of contamination shall be a function of the drawdown radius of influence of the well or wells. In no case shall the well be located less than one hundred(100)horizontal feet from any source of contamination. I have read the above and to the best of my knowledge I have provided the Department with full information regarding pertinent facilities and features on alladjacent probes. Furthermore,I understand that any on-site_ sewage treatment and disposal system permit issued on the basis of said facilities and feature as provided by me and found to be incorrect will be subject to revocation in accordance with the provisions of Chapter 120,Florida Statutes. Property Address: 1 1 !5 1• 1--' 'T '5T t`7 iia r-,, -9'P i Date:. tb Signature: ry # a $"Noffl Iniami S40rej tliLl'e 'res s 3 � 10050 N-E. SECOND AVE. R MIAMI SHORES. FLORIDA 33138-2382 Telephone: (305) 795-2207 Fax: (305)756-8972 DAVID A. DACOUISTO, AICD DEVELOPMENT ORDER File Numbers PZ-05-15-2015195 Property Address: 1151 NE 99th Street Owner/Appiieanh Shima V II LLC Address: 1151 NE 99th Street Whereas, the applicant Shima) V 11 LLC (Owner), has filed an application for site $leer% review before the Planning Board on the above property. The applicant spu&Kapprofdr• ••'•:• as follows: Pursuant to Articles IV, V and VI of Appendix A Zoning, Sec. 4011•'• Schedule of Regulations and Sec. 600. Site plan review and apprMi required. Facade improvement.. Garage conversion. 00 ••••" . . • Whereas, a public hearing was held on June 25, 2015 and the Board: hav '•• ••••• considered the application and after hearing testimony and reviewing�th� �evidenee: entered,finds: . . • . . . . ...... 1. The application was made in a manner consistent with the rsgluretnents,df:•: • the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made`at the hearing - merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the ►A hearing: 1) Approval is granted as shown on the plaits submitted and made a part of this approval to avert an existing 300 sq. ft. attached garage to a master bedroom suite. 2) The applicant to provide a new site plan showing two legal parking spaces on the site and the two legal parking spaces to be in place prior to the final inspection of the garage conversion by the building official. 3) The site shall not drain onto neighboring properties or any rights-o# way. Page 1 of 2 DO-M-05-15-72015195_shima V 11 LLC 3. 4) An erosion and sedimentation plan subject to review and approval by the building official is required if ground cover .is removed or as required by the building official. Properly installed soil erosion measures (silt fences, straw barriers, etc.) and anti-tracking area at all construction entrances are required to be put in place and maintained if ground cover is removed or as required by the building official. Required erosion control measures must be in place prior to footings inspection. 5) Landscaping shall be compliant with Division 17 of Appendix A, Village of Miami Shores Code of Ordinances.. No new landscaping is proposed 6) Ground cover must comply with the previsions Division 17 of Appendix A, Village of Miami Shores Code of Ordinances, artificial turf is specifically prohibited. 7) Applicant to obtain all required building permits before beginning work. 8) Applicant to obtain all required permits and approvals from the Miami- Dade Department of Regulatory and Economic Resources, Environmental Plan Review Division (DIRER, EPRD) and the Miarxri-- Dade Department of Health (DOH/HRS) as required. '•--•0 •••••• . . • 9) Applicant to meet all applicable code provisions at. .time'.of 00 ••••0• permitting. • 10)This zoning permit will .lapse and become invalid unlessVorkli-dr• •••••� which it was approved is started within one (1) year of the-si9ninq 9*•. •• •• the development order by the board chair, .or if the work etuttrmrized Dy" • it is suspended or abandoned for a period of at least one SIT"? ;. Additionally, the applicant must, satisfy all applicable Miami Shores Vtllagg Cadres : Miami-Dade County Codes, the applicable building and life safety codes required for development,and provide a copy ofthe development order to the Building Dept. The application with conditions was passed and adopted.this 2e day of June, 2015 by R the Planning and Zoning Board as follows: A Mr.Abramitis. Absent w' Mr..Busta Yes Mr.Reese Absent Mr. Glinn Yes Chairman Fernandez Yes U Irate , d M. Fernandez Chair,Planning Boar Page 2 of 2 DO-PZ-05-15-2015195_Shima V 11 LLC _PMM Consulting Engineers, uorp. CA 9135 6262 Bird Rd., Suite 2D, Miami Florida 33155 Tel: 305-661-9918 Fax: 305-675-2350 Structural Calculations For . . .... ...... ...... .. . ...... .... . .. ..... ...... .... ..... 1151 NE 99th St. 15053 08-10-15 ' ' These Calculations contain manual and computer generated structural calculations. Computations were performed to the best of our knowledge according to.sound and generally accepted engineering principals and Code requirements. The off' uAN seal provided herein is meant to cover all computation sheets pages 1 thr R /N��,®s m tvo s of �W a 0. Q@�• oo �se�� •F ®� ;�C ems eeoee Paul Martinez, PE h FI Prof. Reg. 42650 PMM Consulting Engineers, Corp. CA 9135 6262 Bird Rd., Suite 2D, Miami Florida 33155 Tel: 305-661-9918 Fax: 305-675-2350 Project: 1151 NE 99t" St. Project No.: 15053 Design Parameters • Florida Building Code, 2014 Edition • Wind o ASCE 7-10 o Wind Velocity 175 MPH o Risk Category 11 o Exposure C o Importance 1.0 o Kd 1.0 o Kz 0.85 . . .... ...... o GCpi 0.18 (Enclosed Structures) '••' : •• •' o GCpi 0.55 (Partially Enclosed Structures) • ...... .. . ...... • Concrete Strength at 28 days - 3000 PSI •....' : '.•' ..... • Reinforcing - 60,000 PSI ••;••; ••••• • Structural Angle and Plates ASTM A36—36,000 PSI " " "' • Structural Steel Pipes ASTM A500, Grade C—46,000 PSI • Bolts ASTM A325. • • Wood — Fb 1,200 PSI •• : • Masonry— F'm 1,500 PSI (F'c=1900PSI) • Design Loads o Roof Loads ■ Live Load 30 PSF ■ Dead Load 20 PSF ■ System Load 5 PSF o Floor Loads ■ Live Load 40 PSF ■ Dead Load 20 PSF. ■ System Load —See Plans • Soil Bearing Capacity—2000 PSF • Project `'��D zabe ° - PMMCONSULTING Calculated by Date%-AO`1 ENGINEERS Checked by VDate - • •.. ltoo- �� Cid Z�.t� ��o•� .ti t I.C.�s p2G ! vfo%A k"ale p Ck x Y y PMM Consulting Engineers, Corp. Flinched Beam Design06 s PROJECT: Sezumaga LOCATION: 22' Beam SPAN: 12.67 FT D LOAD: 0.22 K/LF A T MAX M: 4.41 FT-KIP A MAX DFL: 0.42 IN WOOD Width Depth Number of Members WOOD(bXd-#): 2.00 8.00 2 W O A: 21.75 IN^2 .... O I: 95.271N^4 �••••• •••••• D E: 1600.00 KSI •• •• • DIST. CENTROID TO TENSION 3.63 IN °°'°•° • FIBER: •�•• •• + • s . . . . 00 Number of • STEEL Width Depth •• • Members •••••• S STL PLT(bXd): 0.25 7.25 1 ' .. . . ... E A: 1.81 IN^2 I: 7.94 IN^4 E E: 29000.00 KSI L DIST. CENTROID TO TENSION 3.63 IN FIBER: R n: 18.13 E A': 3.01 IN^2 S Yb: 3.63 IN U I: 13.20 IN^4 L SX: 3.64 IN^3 T Mmax: 6.55 FT-KIP SECTION'OK' S DEFLECTION: 0.33 IN •� Projectr��✓! .?age iIs P mm mM LTiNG Calculated by Date*— ENGINEERS Checked by � Date ._....._....... P _ { - �..,�.�.. ....... + • • 00.00 ••�•�• {. _.. _ �_. _ _ ,, _.. _ . . �. • • • •• • 0000•• •••i•• �............ _.•........ 0000•• 0000 •• • • • 0000 `• • ,... ... :. .. '�� .� � 1 i 0000•• 0000 •0.••• • • • • • _ .. •s • 0000 r•••• s T 2 F4 - 1 , l � Z 3 i .� Project �"� � �"�e�i t� Page ("5) CONSULTING Calculated by Datem M ENGINEERS Checked by Date KA VV A 4WI : 4 LO bo A O+M -71 0-1- -1, . :*so*: qsb, ZA . . . . .. . . . . .. _ , _ 31 f - e ®�' 5 (,e P�i 4:3(v; 4 , _ 15risjkZ -7 z -5-4- ASHRAE HANDBOOK.2004 FUNDAMENTALS VOLUWIRAQE CONVERSION-RENOVATION CHAPTER 26 COOLING LOAD CALCULATIONS: Resichulm at 1151 NE 99 ST. 1ABB SCWT. Warn]Sham,FL 33138 DATE: 07/22/15 COOLING LOAD CALCULATIONS: SUNY PER ACOA MANUAL".f w CONDITIONS: INSULATION: 91 FDB.79 FWB,OUTSIDE WALLS R-4.1 76 FOB.5080%RH.INSIDE ROOF R-30 ' 'TRANSIMISSIO:- COOLING LOAD. BTLIH SENSIBLE LATENT WALLS: Q=AREA-U(THER.COEFF.)-Tdeq 0= 1837.3 x 3.5 6431 Q= 0 x 1.2 0 • • • • •••• •••••• DOORS: • • • • •••••• •• • •••••• Qa 0 X 8.6 0 • ROOF 0= 1888 x 1.4 2843 • • • • • •••• • •• ••••• •••••• •••• ••••• SOLAR (DOUBLE TINTED-IMPACT GLASS) •• •• •••• •••• • GLASS 0- AREA-FACTOR(OSPSH.COEFF.) •• • • •• • • • • •••••• W O= 26 X 38.981 1013 • • • • • N 0= 103.2 x 25.938 2677 •• • • ••• • • E 0= 91 x 40.657 3700 •• • S 0= 101.1 x 38.894 3730 INTERNAL HEAT GAIN: PEOPLE Q=OPEOPLE'FACTOR SEN. Q= 4 x 300 1200 LAT. O= 4 x 230 920 POWER 00AREWFACTOR(APPI-) 0= 1888 X 2 3778 0=6PEOPLE T.DIFF.-FACTOR) SEN. 0= 4 15 15 1.08 972 DIFF.-FACTOR) LAT. 0= 4 15 50 0.68 2040 DUCT HEAT GAIN: Q=FACTOR(R-6)ro.LCf100 Q= 1.4 1200 275 100 8300 LATENT FACTOR(30%OF SENSIBLE) 9732 SENSIBLE TOTAL 32441 LATENT TOTAL 12592 GRAND TOTAL(SEN.+LATENT)= 45134 Manuel J:ft EdI&m Resklentlei Haat Lxs and Heat Gain CalculatIons Page 1 L ASHRAE HANDBOOK 2004 FUNDAMENTALS VOLUWAMOE CONVERSM-RENOVATION CHAPTER 28 COOLM LOAD CALCULATIONS: HEATWO LOAD CALCULATIONS: CONDITIONS: 70FDB,INSIDE HEATING LOAD,KW 47FDB,OUTSIDE r HEATING: TRANSMISSION: 0wAREA'FACT0R(U FACT.'TEMP DIFF.) GLASS: Q= 321.25 X 29 9316 WALLS: Qa 1837.3 X 3 5512 ROOF: 0- 1888 X 0.9 1699 •s•• VENTILATION: . • • • QaFACTOR`CFM*T.DlFFJFACTOR • (-NNTERNAL HEAT GAIN(LPA) •s s•s• s • • • s SENSIBLE: s••• • a• ••••s Q- 1.08 1550 0.4 23 - 12248 3153 ••:wi� •••••• ••••• • HUM LOAD •••••• • • QsFACTOR'SHD'CFM • • • • s•••s• Qa 0.67 10 1550 0.4 4154 • • • • • of 0 090 DUCT HEAT LOSS • • • Q=FACT0R(R-6)*D.LGflW 0. 1.4 900 275 / 100 3465 TOTAL 23834 OR 6.99 EQU NT SIZING: BASED ON THE COOLING AND HEATING LOAD CALCS. USE ONE 4 TON A/C UNITS 45,500 BTUH TOTAL/33,500 STUH SENS.(1550 CFM)(SEER-16.0)(103.26%) RHEB4 RA164SAJ1 C.U.AND RHIT4824STANJA AIR HANDLER UNIT WITH STRIP HEATERS 72 KW ldollb A.Lopez ]AM Associates t�33 Lic.#001 J 0 Manual J:8th Edition Ream Heat Loss and Heat Gain Cakuatlons Peep 2 FORM 8405-2014 RESIDENTIAL ENERGY CONSERVA 77ON CODE DOCUPAENTA TION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative(Performance)Method Applications for compliance with the 2014 Florida Building Code,Energy Conservation via the residential Simulated Performance method shall include E9 This checklist 12/ A Form R405 report that documents that the Proposed Design complies with Soofion 8405.3 of the Florida Energy Code. This form shall include asummafy page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report(I page)and an input summary checklist that can be used for field verification(usually 4 pages/may be greater). 000000 Energy Performance Level(EPL)Display Card(one page) EC Mandatory Requiraments(three pages) Required prior to CO for the Performance Method. • Cl Air Barrier and Insulation Inspection Component Criteria checklist(Table R40-9.4.1.t- one page) 19 A completed Envelope Leakage T0st Raport(usually one page} 0 If Form 8405 duct leakage type indicates anything other than "default leakage", then a completed Form 8405 Duct Leakage Test Report(usually one page) 7/22/2015 3:34:13 PM EnergyGougeO-USRFSB v4,0 Page 1 of I FORM 8405-2014 FLORIDA FFII FOR BUILDINGCONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name. Garage Conversion AT 1959 NE Builder Flame. Street: 1959 NE 99 St Permit Office: City,State,Zip: Miami Shores,FL,33138 Permit Number: Owner. Shima V-11-LLC Jurisdiction: 231004 Design Location: FL.Miami 1. New construction or existing Existing(Projecte 9. Mail Types(1837.3 sclft.) Insulation Area 2. Single fatuity or multiple family Single-family a.Concrete Block-Int insui,Exterior R=4.1 1837.30 ft2 b.NIA R= fta 3. Plumber of units,if multiple fancily 1 c.NIA R= ft2 4. /Number of Bedrooms 3 d.N/A R= ft2 5. is this a worst case? No 10.Ceiling Types (1888.0 sgft.) Insulation Area a.Under Attic(Vented) R=30.0 188$.00 ft2 6. Conditioned floor area above grade(ft) 988& b.N/A R= W Conditioned floor area below grade(ft') 0 c.N/A R= ft2 11.Ducts R ftp 7. Windows(321.3 sgft.) Description Area a.Sup:Attic,Ret:Attic.AH:Main 6 275 a. U-Factor: Dbl.U=4.65 321.25 ftx SHGC: SHG;,C=).30 b. U-Factor: NIA ftz 12.Coaling systems kBtu/hr Efficiency SHGC: a.Central Unit 48,4 SEER 16.00 c. U-Factor: N/A W 0090 x SHGC: 13.Heating systems kBtulht� Efficiency ••••• d. U-Factor: NIA ft, a.Electric Strip Heat 9• ; 24.6 WP:1.00 • SHGC: • • 9 •9.9• Area Weighted Average Overhang Depth: 3.{364 ft. 14.Piot water systems *00000 ••9• 0 Area Weighted Average SHGC: 0.300 ••0 0 0 8. Floor Types (1888.0 sgft.) Insulation Area a.Electric •••• flap:5i��aik)ns • 0000 0 �Ef:0.920•9.90 a.Slab-On-Grade Edge Insulation R=0.0 1888.00 fe b. Conservation features 000000 •••• ••:•• b.NIA R-- fe None • 9 • • •• •• 9.9• ••9.99 c.N/A R= fe 15.Credits 9••••9 0 Pstat • Total Proposed Modred Loads: 76.39 ' • •••••• Glass/Floor Area: 0.179 ' • • Total Baseline Loads: 62.29 • ' •••••• I hereby certify that the plans and specifications covered by Review of the pians and f lu S this calculation are in compliance with the Florida Energy specifications covered by this " CTS Code. calculation indicates compliance , q with the Florida Energy Code. stiI: .Z.."" 'tB+� ' PREPARED BY,. Before construction is completed , DATE: ��JJ _ this building will be inspected for compliance with Section 553.908 y ' 1 hereby certify that this building,as designed,is in compliance Florida Statutes. with the Florida Energy Code. E C NERJAGENT: . .._......._ _ BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handier unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with 1 403.2.2.1. -Compliance requires an Air Furrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with 1402.4.1.2. 7/2212015 3:35 PM EnergyGaugeO USA-FlaRes2014 Section 8405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title' Garage Conversion AT 1151 Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1838 Lot# Owner Shima V-11-LLC Total Stories: 1 Block ubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name. Rotate Angle: 0 Street: 1151 NE 99 St Permit Office: Cross Ventilation: County: Miami-Dade Jurisdiction: 231000 Whole House Fan: City,State,Zip: Miami Shores, Family Type: Single-family FL, 33138 NewlEzisting: Existing(Projected) Comment: CLIMATE J IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Miami FL 1 tNTL AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume i BID&I 1888 15104 SPACES a Number Name Area Volume Kitchen Occupants Bedrooms Infil 1Q.. ;finished.••••o••oied Heated 1 Main 1888 15104 Yes 4 3 1 •• Y A •••�9 Yes. FLOORS • 0 Floor Type Space Perimeter R-Value Area •.. • TI.6*VY" C Wi j.• 1 Slab-Onfirade Edge Insulatio Main 231 It 0 1888 ftx �•••.• 1•.••0 00:00 ROOF •.•.•• • • • • • • • j Roof Gable Roof Solar SA • CEm0t EVA••beck �Pitch 1J 4 Type Materials Area Area Color Absor. Tested..• Te%z4•jnsul. :M?: •• • 1 Hip Barrel tib 9946 4t2 o 111 Medium 0.72 No 0.9 No E} 14 / ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 1888 ftx N N CEILING # Ceiling Type Space R Value Area Framing Frac Truss Type 1 Under attic(Vented) Main 30 1888 ft2 0.11 Wood 712212015 3:35 PM EnergyGauge0 USA-FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM 8405-2014 WALLS Adjacent cCavity Width Height Sheathing Framing Solar Below #.. ornt To. Waft Spae Type RWatua -Ft In Ft In Area €2-Value Fraction Absor...Grade% d. I S Exterior Concrete Block-Int Insul Main 4.0999 29 1 8 232.7 ft2 0 0.75 0 V 2 S Exterior Concrete Block-Int Insul Main 4.0999 12 4 8 981 ft2 0 0.75 0 3 S Exterior Concrete Block-Int Insul Main 4.0999 14 11 8 119.3 fl? 0 0.75 0 4 E Exterior Concrete Block-Int Insul Main 4.0999 6 7 8 52.7 W 0 015 0 5 W Exterior Concrete Block-Int Insul Main 4.0999 6 7 8 52.7 W 0 0.75 0 6 W Exterior Concrete Block-Int Insul Main 4.0999 12 7 8 100-7 W 0 0.75 0 7 W Exterior Concrete Block-Int Insul Main 4.0999 31 2 8 249.3 W 0 0.75 0 8 W Exterior Concrete Block-Int Insul Main 4.0999 14 4 8 114.7 fe 0 016 0 9 N Exterior Concrete Block-Int Insul Main 4,0999 11 a 8 93,3 W 0 0.75 0 10 N Exterior Concrete Block-Int instill Main 4.0999 28 1 8 224.7 ft2 0 015 0 11 N Exterior Concrete Block-Int Insul Main 4.0999 16 7 8 132.7 W 0 0.75 0 12 E Exterior Concrete Block-Int Insul Main 4.09°39 45 9 8 366.0 W 0 0.75 0 WINDOWS Orientation shown is the entered.P29229 orientation. Wait Overhang i # Omt ID Frame Panes NFRC t!-Factor SHGC Area Depth Separation Int Shade Screening V I S I Metal Double(Tinted) Yes 0,65 0.3 57.1 W 8ft0jn I ft 4 in Drapesiblinds None 2 S 3 Metal Double(rutted} Yes 0.65 0.3 24.0 W 1 ft 6 in I ft 4 in Drapes/blinds None 3 W 7 Metal Double(Tinted) yes 065 0.3 18.0 ft2 I It 6 in 1#4 in, Drap8%VjV9 U2*9 4 W 7 Metal Double(Tinted) * : Drape*lilindg None 9 4 Yes 0,65 0.3 8.0 W 1 ft 6 in I;-Pin V 5 N 10 Metal Double(Tinted) Yes 0.65 0.3 15.0 W I ft 6 in I Wit' Drapeftints Nbfig-• V 6 N 10 Metal Double(Tinted) Yes 0.65 0.3 64.2 W I ft6 in I%4.V:* Drapgirl�VS +0*.. 7 N 11 Metal Double(rinted) yes 0.65 0.3 24.0 W I it 6 in 1*fl,4iw** Drap;stAnd NWO 0 8 E 12 Metal Double(Tinted) Yes 0.65 0.3 25.0 ft' I ft 6 in IV41h-: DraV8&*t: I*wZ--' 9 E 12 Metal Double(Tinted) Yes 0.65 0.3 48.0 ft2 I ft6in 1 7*4 in Drape*sgtn*ds 10 E 12 Metal Double(Tinted) yes 0.65 0.3 18.0 fl? I ft 6 in 1:ft 4 th : DraWs/bli%ds I%n:. 11 S 1 Metal Double(Tinted} Yes 0,65 0.3 20.0 ft- 8ft0in 1:11:4 ine. Drop: &s None INFILTRATION # Scow Method SLA CFM 50 ELA EqLA ACH ACH 50 1 wholehouse Proposed ACH(50) .000254 1258.7 69.1 129.95 .1754 5 HEATING SYSTEM V, # System Type Subtype Efficiency capacity Block Ducts I Electric Strip Heat None COPA 24.56 kBtulfir 1 sys#1 7/22/2015 3:35 PM EnergyGaugeS USA-FlaRes2014 Section 8405.4.1 Compliant Software Page 3 of 4 FORM 8405-2014 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts t/ 9 Central Unit Split SEER-.16 48 kBtuthr 1440 cfm 0.75 1 sys#1 HEST WATER SYSTEM # System Type Suaype Location EF Cap Use SetPnt Conservation 1 Electric None Exterior 0.92 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None done ft2 ®ACTS —Supply— —Return-- Air CFM 25 CFM25 HVAC# i # Location R Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Coot aj 1 Attic 6 275 ft2 Attic 94.4 fe Default leakage Main (Default) (Default) 1 1 • TEMPERATURES Rrogramable Thermostat:Y Gaiting Fans: CoolingJan Feb WMar r jMayJun ri JulA Sep Oct pv Dec ' eatinngg Jan tab Mar ] r Y Jun Jut A gSegs �.Oct •�tW Dec Venti Jan Feb Mar l r I Jun Jul Aug Sep Kiev • Thermostat Schedule: HERS 2006 Reference Hours •••+•• ••••.• ••••i Schedule Type 1 2 3 4 5 6 7 8 •90:•• 10 .11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78a '•• 80 Iia +• 0• PM 80 80 78 78 78 78 78 78 +• 78 • •G� •�� •• Cooling(WEH) AM PM 78 78 78 78 78 78 78 78 •Z$••• 78 ••e•Z .Ike•• 41 Heating{WD} PPM 6688 6688 6688 68 68 6688 6688 68 i:619000 8•• 6688 e e68 68 0 §6 .6.6. i Heating(WEH) AM 66 66 66 66 66 68 68 68 06$ • 68 0•••gg •68 PM 68 68 68 68 68 68 68 68 • • • . ,.•• e• • 712212015 3:35 PM EnergyGaugeO USA-FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 93 The lower the EnergyPerformance Index,the more efficient the home. 1151 NE 99 St, Miami Shores, FL, 33138 1, New construction or existing Existing(Projecte 9. Wall Types Insulation Area a.Concrete Block-Int Insul,E)derior R=4.1 1837.30 ft2 2. Single family or multiple family Single-family b.MIA R= ft2 3. Number of units,d multiple family I c.N/A R= fie 4. Number of Bedrooms 3 d.N/A R= W 10.Ceiling Types Insulation Area 5, Is this a worst caw? NO a.Under Attic(Vented) 8=30.0 1888.00 ftp 6. Conditioned floor area(W) 1888 b,MIA R= W 7. Windows- Description Area 11cDucts.N/A RR- ft, . ft2 a. U-Factor Dbl,U=0.65 321.25 ft' a.Sup:Attic,Ret:Attic,AH.Main 6 275 SHGC: SHGC--0.30 1b. U-Factor. MIA ft, SHGC: 12.Cooling systems kBtu/br Efficiency 0. U-Factor. WA fe a.Central Unit 48.0 SEER:16.00 SHGC: d. U-Factor: WA 000 13.Heating systems k8tuthre:"Ancy SHGC,. a.Electric Strip Heat • 24.60jCqP.1.00 • Area Weighted Average Overhang Depth: 3.060 ft. * 0 0 • Area Weighted Average SHGC: 0.300 *00:00 Floor Types Insulation Area 14.Hot water systems a.Slab-On-Grade Edge Insulation R=0.0 1888,00 ft;' a.Electric Cola:E%gallons b.MIA R= I? : %V.0.92 C.NIA R= fta b. Conservation features 0*000 None 00 0009 0 15.Credits •99:0: • Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building E Construction through the above energy saving features which will be installed(or exceeded) in this home before final inspection. Otherwise,a now EPL Display Card will be completed d; based on installed Code compliant features. Builder Signature: Date: t-1 s 4=:PP C Address of New Home: City/Fl-Zip: WE *Note: This is not a Building Energy Rating. If your Index is below 70,your home may qualify for energy efficient mortgage(EEM)incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.corn for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation,contact the Florida Building Commission's support staff. **Label required by Section 8303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 7t2=015 3:35 PM EnergyGaugeO USA-FtaRes2014 -Section 8405A.I Compliant Software Page 1 of 1 FORM 8405-2014 Florida Department of Rosiness and Professional Regulations Residential Whole Buildin Perfiormance and Prescri five Methods ADDRESS: 1151 NE 99 St Permit Number. Miami Shores,FL.33138 PJANDATORY REQUIREMENTS See individual code sections for full details. a 401.3 Energy P (EK)display card(Mandatory). The building official shall require that an energy performance level(EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law [Section 553.9085.Florida Statues]requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresoid residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The buil official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building.A copy of the EPL display card can be found in Appendix C. ter R402A Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through 8402.4.4. p 2.4.9 Suildirtg Ilumnal envelope. The building thermal envelope shag comply with Sections 8402.4.1.1 and 8402.4.1.2.The seating methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Instal . The components of the building thermal envelope as listed in Table 8402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1,as applicable to the method of construction- Where required by the code official,an approved third party shalt inspect all components and verify compliance, R402.4.1.2 Testing. The building or dwelling unit shalt be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2,and 3 air changes per hour in Climate Zones 3 through 8.Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Where required by the code official,testing shad be conducted by an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the Intended wreatWgripping or other infiltration control measures: • • • •••• •••••• 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,At nut•sitsled beVgd Intended •• infiltration control measures. •• • • • • • 3.Interior doors,if installed at the time of the test,shall be open: •• :06 •• • •••••• 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed ind6eeled: • • • 5.Heating and cooling systems,if Installed at the time of the test.shad be turned off;and 0000 •• • • • 6.Supply and return registers,if installed at the time of the test,shaft be fully open. •••••• i •••• ••••• * (3402.4.2 Fireplaces.New wood-burning fireplaces shad have tight-fitting flue dampers and outdoor cofttvair. •••• ••••• G R4014.3 Fenesbationairlea Windows. •• •• •••• •••••• age, skylights and sliding glass doors shall have an air infiltration rate of no moreltfan 0.3 chrf •• per square foot(1.5 Lis/m2),and swinging doors no more than 0.5 clm per square foot(2.6 L1s/m2),w&6h{&s*according to NFRC 4004r • AAMAANDM=SA 1011i.S.2tA440 by an accredited,independent laboratory and listed and labeled by fie madtifactur4r••••• Exceptlon: Site-built windows,skylights and doors. : .0. • i••••i * R402AA Recessed fighting. Recessed luminaires installed in the building thermal envelope shag be sealed to limit Ableaka;e between conditioned and unconditioned spaces.Alt recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 Lis)when tested in accordance with ASTM E 283 at a 1.57 psf(75 Pa)pressure differential.Aid recessed luminaires shaft be seated with a gasket or caulk between the housing and the interior wall or caging covering. M €3403.1.1 Thermostat pr (Mandatory). At least one thermostat shad be provided for each separate heating and cooling system. 01 (3403.1.3 Heat pump supplementary treat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. LBS 1}3403.2.2 waling(Mandatory)AN ducts.air handlers,and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers,shall be constricted and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shag be shown to meet dud tightness criteria by post-construction or rough-in testing beltm. Duct tightness shaft be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99,Florida Statutes,or as authorized by Florida Statutes,to be'substantially leak free"by either of the following: 1. Post-construction test:Total leakage shalt be less than or equal to 4 dm(113 L/min)per 100 square feet(9.29 rn2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25 Pa)across the entire system,including the manufadurers air handier enclosure.All register boots shall be taped or otherwise sealed during the test 2. Rough-in test:Total Leakage shag be less than or equal to 4 cfm(113 i.lmin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25Pa)across the system,inetuding the manufacturers air handier enclosure.All registers shall be taped or otherwise sealed during the lest.If the air handier is not installed at the time of the test,total leakage shall be less than or equal to 3 cfm (85!#man)per 100 square feet(9,29 m2)of conditioned tlaor area. Cxcepuoris. 1. The total leakage test is not required for ducts and air handlers located entirety within the building envelope. 2. Duct testing is not mandatory for buildings,compiying by Section 8405 of this code 7/2212015 3:35 PM EnergyGaugeO USA-RaRes2014 -Section 8405.4.1 Com Page 1 of 3 FORM 8405-2414 MANDATORY REQUIPJEMENTS - (Continued) 0 3.2.2.1 Seated air handier. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design air flout rate when tested in accordance with ASHRAE 193. 0 8403.2.3 Building Ca (Mandatory).Building framing cavities shall not be used as ducts or plenums. G R403.3 Mechanical systarn piping Insulation(Mandatory), Mechanical system piping capable of carrying fluids above 105`F(411C) or below 55°F(13`C)shah to insulated to a minimum of R-3.. 0 8403.3.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage,including that caused by sunlight,moisture,equipment maintenance,and wind,and shall provide shielding from solar radiation that can cause degradation of the material.Adhesive tape shall not be permitted. D 8403.4.1 Circulating trot water s (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. G 8403.4.3 beat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets.External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3%inches(89 mm)in the hot crater distribution line and cold water line located as close as possible to the storage tank. R403.4.41A Mar heater efft (Mandatory). WOW heater efficiencies G R403A 4.1 Storage water heater terra s 8403.4.4.1.1 Automatic controls. Service water treating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100'F to 140'F(38'C to 60°C). 8403.4.4.1.2 Shut dowry. A separate switch or a clearly marked circuit breaker shall be provided to permit the pointer supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion Was of service water heating systems to be turned off. *000 0 8403.4.4.2 VJWW heating equiprrierrt. Water heating equipment installed in residential units shall skeet true minimuitit4!'14encies SIP••�• Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provislons.%pidie of r?**x-*ent installed.• Equipment used to provide heating functions as part of a Combination system shall satisfy all stated refit ji�Wts for tt OpAptBpriate err i• heating cat . Solar water heaters shall met the criteria Section 13403.4.4.2.1. • 9 0 • • 8403.4.4.2.1 Scalar water heating systerns. Solar systems for domestic hot water production ar%VW by the annuabsolar energy 0 • factor of the system.The solar energy factor of a system shall be determined from the Florida Sd%r"gy Cenlert"&ory of••••• Certified Solar Systems.Solar collectors shall to tested in accordance With ISO Standard 9806,Test Methods for'sm CollOdgm:••• and SRCC Standard Tit-1,Solar domestic riot Water System and Component Test Protocol.Col :arsnn instated solar water, mating systems should meet the following Criteria: •• •• •••• ••••�• 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal;ani • • 2. Be installed at an orientation within 45 degrees of true south. • • • • •••••• 8403.8 Mechar4cal ventilation( a ). The building shall be provided with ventilation that meets the r4jr"s of the• ••• • • Florida Building Code,Residential or Florida Building Code,Mechanical,as applicable.or with other approved means of ventilatift.• Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. G 12403.5.1 Whole4xitiss mechanical ventilation system fan y- Mechanical ventilation system fans shall meet the efficacy requirements of Table 8403.5.1. Exception:Where mechanical ventilation fans are integral to tested and listed HVAC equipment.they shall be powered by an electronically commutated motor. n -5.2 Ventilaiiion air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shah meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62,Ventilation for Acceptable indoor Air Quality, shall be the maximum rates allowed for residentiai applications. 2. No ventilation or air-conditioned system make air shall to provided to conditioned space from attics,crawlspaces attached closed garages or outdoor spaces adjacent to swimming pools or spas. 3, if ventilation air is drawn from enclosed spaces(s),then the walls of the spars)from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum or R-19,space permitting,or R-10 otherwise. 8403.6 Heating and cooling equipment(Mandatory). The following sections are mandatory for cooling and heating equipment. 0 €3403.6.1 Equipment sung. Heating and cooling equipment shall be sized in accordance with RCCA manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and creating calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cxooling capacities at the design conditions described in Section 8302.1.This code does not alert designer safety factors,provisions for future expansion or other factors which affect equipment sizing.System sizing calculations shah not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust Systems. 8403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total toad,but not more than 1.15 dynes greater than the total load calculated according to the procedure selected in Section 403.6.or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be tens than the calculated latent load. 7/22/2015 3:35 PM EnergyGaugeg USA-FlaRes2014 -Section 8405.4.1 Com Page 2 of 3 FORM 8405-2014 MANDATORY REQUIREMENTS - (Continued) Q/ 8403.6.1.1 Cooling aWipmeot capacity.(Continued) The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing.Manufacture`s expanded performance data shall be used to select cooling-only equipment.This selection shag be used to select cooling-only equipment This se€ection shall be based on the outdoor design dry bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower cirri provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shag be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is Installed in an unconditioned space. Exceptions: 9. attached single-and multi-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible toad but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and mufti-family units,the capacity of equipment may be sized in accordance with good design practice. 0 8403.6.1.2 Heating equipment capacity 8408.6.1.2.1 Had pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section 8403.6.1.1 and the heat pump total cooling capacity shag not be more than 9.15 times greater than the design cooling load. .6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section 8403.6.1. 8403.6.1.2.3 Fossil fuel heating equipmenL The capacity of fosse fuel heating equipment with natural draft atmospheric burners shall not be kms than the design toad calculated in accordance with Section 8403.6.1. P 0 8403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shag have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: I. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment awas.��• 2. A variable system sized for mum rformance during base load • • •••• •••• • capacity y optimum pe ng periods€s u#Ne�ed�! � •• • • 0 134(}8.7 Systems serving multiple Ming units(Mandatory). Systems serving multiple dwelling units shaii.ww with ae"off( ••••:• 0403 and 0404 of the Commercial Provisions in lieu of Section 8403. •••••• • • • G 8403.8 Snow melt system controls(Mandatory). Snow and ice-melting systems,supplied through energy r®nrice to the bind skald ••••• Include automatic controls capable of shutting off the system when the pavement temperature Is above 55`F,and A8 DitcipitatioA is Wing • • and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40`F. •••••• *0000 ••••• 0 8403.9 Swimming pools,inground spas and setas(Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections 8403.8.9 through 8403.9.3 and in accordance with ANSVAPSP-i .Tv:nergy • requirements for portable spas shalt be in accordance with ANSl1APSP-94. • • • • •••••• • 3.9.1 Pool and spa heatem. All pool heaters shah be equipped with a readily accessible on-off~thSt is mouste6t•• • • outside the heater to allow shutting off the heater without adjusting the thermostat setting. •••• 8403.9.1.1 Gas and oil-fined pool and spa heaters. All gas-and oi6fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 96,2013 when tested in accordance with ANSI Z 21.56. Pool heaters*red by natural gas or LP gas shall not have continuously burning pilot lights. 8403.9.1.2 Beat pump pool heatm. Heat pump pool heaters shag have a minimum COP of 4.0 when tested in accordance with AHRI 1160.Table 2,Standard Bating Conditions-Lova Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. 0 8463.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps.Heaters.pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 9. Where public health standards require 24-hour quip operations. 2. Where pumps are required to operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. C 8403.9.3(Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat toss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site-recovered energy,such as a heat pump or solar energy source computed over an operating season. 0 RR404.1 Lighting equipment(Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lams or a minimum of 78 percent of permanently installed fighting fixtures shag contain only high efficacy lamps. Exooption. Low•votta9v lighting*hail not be required to utilize stigh-oificacy tamps. 0 8404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shag not have continuously burning pilot rights R405.2 Pedormance ONLY. All ducts not entirety inside the budding thermal envelope shag be Insulated to a minimum of R-6. © .2.1 Performance ONLY. Ceilings shag have minimum insulation of R-19.Where single:assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space,R-10 is allowed. 7122/2015 3:35 Pelt EnergyGaugeO USA-FlaRes2014 -Section 8405.4.1 Com Page 3 of 3 FORM 8405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Nam: Garage Conversion AT 1151 NE Builder Nam'. Street: 1151 WE 99 St Permit Office: City,State.Zip. Miami Shores.FL,33138 Permit Number. Owner: Shima V-11-LLC Jurisdiction: 231000 Design Location: FL,Miami COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air-permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed_ Accessopenings,drop down stairs or knee wall doors to unconditioned aft spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shag be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows,skylights and doors The space between window/door jambs and taming and skyligth ipfi;: •04 framing shall be sealed. *00000 0 Rim joists Rim joists are insulated and include an air barrier. Floors (including above-garage Insulation shag be installed to maintain permanent contact with,9r*j(*&**;?be and cantilevered ffoors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation.* Crawl space walls Where provided in lieu of floor Insulation,insulation shall be peV?1VVf attached to the crawlspace walls. 0 0 :. .: �11'/ ..I Exposed earth in unvented crawl spaces shall be covered with alas 1 0 f ill' . 0 vapor retarder with overlapping joints taped. 90 0 Shafts, penetrations Duct shafts,utility penetrations,and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit,or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity V spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. i Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight,IC rated,and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls,or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to tete sut)-floor or arywaii. Fireplace An air barrier shall be installed on fireplace walls.Fireplaces shall have gasketed doors I 1� 712212015 3:35 PM EnergyGaugeO USA-FlaRes2014 Section R405.4.1 compliant Software Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and PerformanceMethod Project Fume: Garage Conversion AT 1159 ME Builder Name: Street: 1151 NE 99 St Permit Offer: City,Stage,Zip: Miami Shores,FL,33138 Permit Number: Design Location: FL,Miami Jurisdiction: 231000 Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R CFM(50)- Single or Multi Point Test Data HOUSE PRESSURE PLOW. ELsc4: 1 Pa cfm EgLA: 2 Pa Cfm ACH: 3 Pa cfrn AGH(50): ' 4 Pa cfm Ste- : ••. `..••• ....�. 5 Pa cfm •• • •. • • 6 Pa cfm •••••• • • • R402.4.1.2 Testing. The building or dseiting unit shall he tested and verified as having an air leakage rate of no? ding 5 aCcftyds per hpj... in Climate Zones 9 and 2.3 air chats per hour in Climate Zones 3 through 8.Testing shall be conducted ted with a9rjor at a p a;re of 0.2 • • inches w.g.(50 Pascals).Where required by the code official,testing shall conducted by an approved third party. Witten repave o�e wsufts o'flhe• test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed Any&Re after creap$rZof all ••••V penetrations of the building thermal envelope. •••••• • • • • • • During testing: • • :.00:0 •••••• 1.Exterior windows and doors.fireplace and stove doors shall to closed.but not sealed,beyond the intelled therstnpping or other :••••: infiltration control measures: •• • • 000 • • • • • 2.Dampers including exhaust,intake,makeup air,backdratt and flue dampers shall be closed,but not sealed beyond inteA32d Altration control measures: 3,Interior doors,if installed at the time of the test,shall be open: 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed: 5.Ideating and cooling systems,if installed at the time of the test,shall be turned off;and 6.Supply and return registers,if installed at the time of the test,shall be fully open. I hereby certify that the above envelope leakage Where required by the code official, ST4 performance results demonstrate compliance testing shall be conducted b an l p g y with Florida Energy Code requirements in approved third party.A written ` v`t'r :, '- 'e accordance with Section R402.4.1.2. report of the results of the test shall _ be signed by the third party ° conducting the test and provided to SIGNATURE: the code official. r ,� . PRINTEDE: DATr-a BUILDING OFFICIAL- -DATE: 712212015 3:36 PM EnergyGaugeO USA-Flafdes2014 -Section 8405.4.1 Compliant Sofhaar Page 9 of i U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008 14arional Flood Insurance Program Important: Read the instructions on pages 1-9. Expiration Date:July 31,2015 SECTION A-PROPERTY INFORMATION £WMPANY USE A1. Building Owner's Name SHIMA V II LLC A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. KAIC`t4urn 1151 NE.99 ST City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) LOT 18,BLOCK 178,"REV.PLAT MIAMI SHOES SEC.8 ", PB.43,PG.69,MIAMI-DADE COUNTY RECORDS A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5. Latitude/Longitude:Lat.25.866858 Long.-80.174836 Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawispace or enc(osures) 1490 sq ft a) Square footage of attached garage 360 sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade 8 within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 906 sq in c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ® Yes ❑ No d) Engineered flood openings? ❑ Yes ® No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3.State f MIAMI SHORES 120652 MIAMI-DADE FL B4.Map/Panel Number B5.Suffix B6.FIRM Index Date B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone 12086C0306 L 9-11-09 Effective/Revised Date Zone(s) A0,use base flood depth) 9-11-09 AE 8.00, B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other/Souroe: B12. is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? • (�YgS• ® Ab••e• Designation Date:NA ❑ CBRS ❑ OPA • • • • e• • •• • • • SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REMtltq f)) •' C1. Building elevations are based on: ❑ Construction Drawings*g * ❑ Building Under Construction* �0 0 0® Finizged Gionstructien��•� *A new Elevation Certificate will be required when construction of the building is complete. • • • • • •••• o •• ••••• C2. Elevations-Zones Al A30,AE,AH,A(with BFE},VE,V1 V30,V(with BFE),AR,ARIA,AR •�Rl�AE,AR/A1-A30, �.AR/ A0.,PP9Vlete Iterbs.�i s!h below according to the building diagram specified in Item A7.In Puerto Rico only,enter meters. • •• e .• • e• • Benchmark Utilized:COUNTY Vertical Datum: NGVD. 1929 • Indicate elevation datum used for the elevations in items a)through h)below. ®NGVD 1929 13 NAVD 1988 CTOlherSource; �. .e a•:• Datum used for building elevations must be the same as that used for the BFE. • •••••. • CQeckaRgmeasurement used. •••••• a)Top of bottom floor(including basement,crawispace,or enclosure floor) 7.4 ®feet ' jR*et4rs • • b)Top of the next higher floor 9.89 ®feet ❑meters c) Bottom of the lowest horizontal structural member(V Zones only) N.A ❑feet ❑meters d)Attached garage(top of slab) 7.42 ®feet ❑meters e)Lowest elevation of machinery or equipment servicing the building 7.7 feet ❑meters (Describe type of equipment and location in Comments) Q Lowest adjacent(finished)grade next to building(LAG) 7.4 ®feet ❑meters g) Highest adjacent(finished)grade next to building(HAG) 7.6 ®feet ❑meters h)Lowest adjacent grade at lowest elevation of deck or stairs,including structural Support N.A ❑feet ❑meters SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information.I certify that the informafion on this Certificate represents my best efforts to interpret the data available. l r � �� 1 understand that any false statement may be punishable by fine or imprisonment under 98 U.S. Code,Section 9009. ( ,} ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a f ❑ Check here if attachments. licensed land surveyor? ® Yes ❑ No Certifiers Name PEDRO LUIS MARTINEZ License Number LS5443 , Title SURVEYOR AND MAPPER Company Name MARTINEZ AND MARTINEZ ENTERPRISE Address 7179 ST 13 AVENUE City HIALEAH State FL ZIP Code 33014 i Signature Date 05-04-2015 Telephone 786-277-4851 ' FEMA Form 8 33(7/12) See reverse side for continuation. Replaces all previous editions. 98-5Or%I 1%0IV V9_5%9 18 IVr9Y 0-,1JUSID & ' IMPORTANT:In these spaces,copy the corresponding information from Section A. = ( fANC>~ GttUIPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. �N . 1151 NE.99 ST City MIAMI SHORES State FL ZIP Code 33138 per bU1fG Nerttber: SECTION D—SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. ` Comments (C2A)IS THE UNFINISHED CRAWLSPACE ELEVATION. USED GOOGLE EARTH TO OBTAIN LAT. AND LONG. A/C UNIT ON TOP OF CONCRETE AT NORTH SIDE OF HOUSE. TOP OF CONCRETE ELEVATION=7.7'. Signature Date 5-04-2015 SECTION E-B DING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO a A( ithout BFE),complete Items E1-E5.If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C.For Ite E1 4,use natural grade,if available.Check the measurement used.In Puerto Rico only,enter meters. E1. Provide lev ion information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade( and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or❑below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑ No ❑ Unknown.The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. ProWj1W410.%ner's ofQ:Z: s Authorized Representative's Name Addr;• % • • •• City State ZIP Code 0041004 • •• 4141.... Signature o • **:090 Date Telephone • a 00 *Soo Com13*6441 041041 : 414141••41 4141••• •••• 4141• • 4141•. ••• 4140• •• • • 4141 Check here if attachments. • • 41 41 SECTION G-COMMUNITY INFORMATION (OPTIONAL) The!Deal offiCial whd'i1 Wtfi¢nzed bylaw or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of tht'ELOAton Certificate.Complete the applicable items)and sign below.Check the measurement used in Items G8-G10.In Puerto Rico only,enter meters. 4141 . • •• G1.7 The inforr$athisiA Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. - G3.❑ The following information(Items G4-G10)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued t G7. This permit has been issued for: ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters Datum G9. SFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters Datum G10.Community's design flood elevation: ❑feet ❑meters Datum Locai Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments. FEMA Form 086-0-33(7/12) Replaces all previous editions. w 1 99y2 ao7 F` s MARTINEZ & MARTINEZ ENTERPRISES, INC. Business License # 7702 7179 W. 13 Avenue, Hialeah , Florida 33014 ' Email : plspsm@yahoo.com Cel: 786-277-4851 Website: martlnezandmartinez.com Property Address: 1151 NE. 99 ST., MIAMI SHORES, FL. 33138 LEGAL DESCRIPTION: Lot 18, in Block 178, of " REVISED PLAT OF TRACT 178B, 178C, 179A, 179B, 179C, 180A & N1/2 OF 180C, OF REVISED PLAT OF MIAMI SHORES SECTION 8, PB. 31, PG. 41 " according to the plat thereof as recorded in Plat Book 43 at Page 69 of the Public Records of Miami-Dade County , Florida. SURVEYOR'S NOTES: 1) The above captioned Property was surveyed and described based on the above Legal Description: Provided by Client 2) This Certification is only for the lands as described. It is not a certification of*Tt te, Zoning, Easements, or Freedom of Encumbrances. ABSTRACT NOT REVIEVA�I % "•• "•':' 3) There may be additional Restrictions not shown on this survey that mayc,kas fourtd.itl•the Public. Records of this County, Examination of ABSTRACT OF TITLE will hmade to deterIging; recorded instruments, if any affecting this property. .••••. :•. •. • 4) Accuracy: •..• • •• •.;••• The expected use of the land, as classified in the Standards of Practi&,'is Wssiiddhtial "0*00* Risk". The minimum relative distance accuracy for this type of boundarusttMy is 1 foot in 10,00• feet. The accuracy obtained by measurement and calculation of a closed,4eom€AAE:tigurd*Wds: found to exceed this requirement. •••• ; �•. ;••••; 5) Foundations and/or footings that may cross beyond the boundary lines of the•parFel herein described are not shown hereon. 6) Not valid without the signature and the original raised seal of a Florida Licensed Surveyor and Mapper. Additions or deletions to survey maps or reports by other than the signing party or parties are prohibited without written consent of the signing party or parties. 7) Underground utilities are not depicted hereon, contact the appropriate authority prior to any design work or construction on the property herein described. 8) The surveyor does not determine fence and/or wall ownership 9) Ownership subject to OPINION OF TITLE. 10) Type of Survey: BOUNDARY SURVEY. 11) Flood Zone: AE Base Flood Elev.: 8.00' as per map 120652, Suffix L , Panel 0306 Date of Panel 9-11-09 12) A complete list of abbreviations used in this survey are shown on the back of this sheet. 13) If shown, elevation are relative to the National Geodetic Vertical Datum of 1929. 14) Survey# 15-87 15) This PLAN OF SURVEY has been prepared for the exclusive use of the entities named hereon. The Certificate does not extend to any unnamed party: A.)Shima V II LLC Field Date: 5-04-2015 For the firm: P dro Luis Martinez P.S.M. r fessional Surveyor& Mapper S e of Florida Reg.No.5443 Page 1 of 2 F Legend of Survey I Abbreviations A Arc Length FIP Found Iron Pipe/Pin Me Range AC Air Conditioner FL Flowlins RP Radlus Point - ADOM Addition FN Found Nail RR Railroad ALUM Aluminum FT Feet or Foot RD Road APPROX Approximate FE Flowage Easement R/M Right-of-Hay ASPH Asphalt GAR Garage S South AVE Avenue GR Guard Rail SAN Sanitary BC Broward County so Grade SCM Set Concrete Monument BL Bass Line Ground SCN Screen BLDG ' Building GOVT Government SE Southeast BLK Block GPS Global Positioning System SEC Section BLVD Boulevard GW Guy Hire SEM Sewer BM Sancti Mark HORIZ Horizontal SIP Set Iron Pipe/Pin BNDY Boundary HP High Point SN Set Nail BOTT Bottom HT Height SP Screen Porch CME Canal Maintenance Easement HM Head Wall SPEC Specification C/Calc Calculated HWL High Hater Line SO FT Squame Foot CS Catch Basin IP Iron Pipe or SF ' CD Chard Distance IV Invert SR State Road CHB Chord Bearing LNE Lake Maintenance Easement ST Street C/B Concrete Block L Length STD Standard CSG Curb S Gutter LP Light Pole STA Station CL Center Line LT Left 'STM Storm CLF Chain Link Fence NAINT Maintenance STRUC Structure CM Concrete.Wonument MAS Masonry STY Story CIA....Corrulated'Meta i Ill pe • MAX Maximum SUB Subdivision COO, Cleanout.. : ••• MH Man Hole SM Southwest { =....Colum.'..' 00.000 M Field Measured SWK Sidewalk CONC .Concrete, ' ••*••• MIN Minimum T Tangent Car*%onstructiv .••••. MICR Marker TBM Temporary Bench Nark COOR00 0 00oordhate • •••• IN Kean TEL Telephone CIAO•i•-Cornu..... •• •• MDN Monument TEMP Temporary C*0••sCovered000 " " TOB Top of Bank MSL Mean Sea Leve! CR,• County Road :':": M North TOP Top of Pira C9•••••Concrgjg A*b ' ' NCO Mall s Disk TR Tract/T res 1 i CT....,Court ' 000 MAD 83 North American TRANS Transformer CULV •Culvett.0 ••0. Datum of 1983 TWP Township 0 Deed ME Northeast TYP Typical DB Deed Book NO Number UE Utility Easement DC Dade County N. Rad Not Radial USD Underground DCR Dade County Record NTS Not to Scale USGS. US geological Survey DEFL Deflect or Deflection NOVO National Geodetic UTIL Utilities DIA Diameter Vertical Datum US Utilities Box DIST Distance NW Northwest V Vertical DR Drive NFIP National Flood VAR Varies ORA Drainage Retention Area Insurance Program VC Vertical Curve DE Drainage Easement OHC Overhead Cable VOL Volume DMS Drawing ORB Official Record Book N Hest DWY Driveway P Plat WD Hood E East PAR Parcel Will Hater Meter ENC Encroach PAT Patio Hater Main ELECT Electrical PAV Pavement NY Watter Valve Elevation PB Plat Book SNCL Enclosure PC � point of Curvature EW Easement SYMBOLS PGP Permanent Control Point EOW Edgd of Nater PED Pedestal A Delta Angle EXIST Existing of Degrees Pae FCN Found Concrete Monument p! Point of Intersection 0' Minutes FID Found PK Parker Kalon Nall 0' Seconds FEMA Federal Emergency PL Property Line Feet When Used In Distance. - Management Agency PLTR Planter ' inches When Used In Distance FIRM National Flood Poe Point of Beginning 10.0 Existing Elevation Insurance Program PP power Pole x10.0 Proposed Elevation FF Finish Floor PAN Permanent Reference Monument Proposed Surface Flow FFE Finish Floor Elevation pROJ Project ® Set Iron Pipe or FH Fire Hydrant R Record by Plat/Deed Pin with Cap *5443, RAD Radial/Radius unless otherwlse shown REF Refei•ence ,/- More or Less RES Residence Distance Not Supported RET Retention/Retaining by Field Measurement t SKETCH OF SURVEY SCALE: 1" = 20' —x—x—x—x—x—x—x—x—x—x—x—x— —x—x—xx—x—x—x—x—x— -MD-Ip-IID-IIO-ID-IID-IID-b-IID-IO-IID-W-IO-IID-MD-MD-i b-11! -W IID-10-1"-IID-IID-ND-IID-IID- r 15' ALLEY FIR. 1/2" NIO.ID/2" 9 PAVEMENT 75.00' % a NO.ID 4' WALL , 6' / 9p s. 0. F x77 a g LOT-17 0.00' �- LOT-18 a 0.00' LOT-19 BLOCK-178 I BLOCK-178 ' BLOCK-178 / a a / b a J a a CONC. a - --- SLAB ••• SLAB / • • • • •660 0096•• / a • • • • / 04 0 so 9 00 •06049 •• • •4.6•• • ELECTRIC 15.70' a •4.64• • i•060: 9.68' METER a •••1 22' •• • • • 11.77 11.80' 15.83' • • •• 6 6:6.• C) •6 •6• ••6• 96666 N 1-STORY •• ••• ••• 0000•• BUILDING ;• ;•; I •, o #1151 «.:. ...... • • • 0.00' 0000•• M GARAGE FFE:9.89' 6 664 0 0 C) �� 0.00' ELEV:7.42' 00 0 28.10' � 11 9.72' 12.40' CN �4 a0 3.5' CONC. WALK 14.60' 10.16' J Q Qw d? O ui N 9pS a 0 o p ASPHALT a� FIP. 1/2" 1' NO.ID P. 1/2" 75.00, NO.ID 23.5' PARKWAY 22' PAVEMENT �,9, (70' TOTAL R/W. PER THIS PLAT) �p N.E. 99th STREET THIS tORIGINAL R THE COPIES THEREOF ARE LEGEND o° NOT THE SIGNATURE +°'=Existing Elevations =tight Pole ANDRAISED SEAL OF —o"—overhead wire Line Water Meter F.DH. =Farad Dull Hole A FLSURVEYOR & MAPPER. —��— Fence :Water Basin F.N&D. =Found Nag&Disc. Sheet 2 of 2 —X—Chainlink Fena3 qL=Power Pole RR. =Found Iran Rebar ARAGE CONVERSION & INTERIOR . REMODELING/RENOVATION 1151 NE 99 STREET MIAMI SHORES - FLORIDA 33138- ROOF 3138ROOF RESHORING fRSH-m2) Calculations 1. FLORIDA BUILDING CODE 2010 EDITION- 2. ACI 318-08 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE 3. ACI 347-04 RECOMMENDED PRACTICE FOR CONCRETE FORMWORK 4. ASCE 7-10. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. 5. MANUAL OF STEEL CONSTRUCTION, ASD/LRFD AISC- 13th EDITION. 6. AISI MANUAL LATEST EDITION. JUAN MEDINA ALFONSO PROFESSIONAL ENGINEER PE # 73236 16319 SW 46TH TERRACE MIAMI — FLORIDA 33185 PHONE: (305) 219-9292 PROJECT : GARAGE CONVERSION&INTERIOR REMODELING/RENOVATION ADDRESS : 151 NE 99 STREET,MIAMI SHORES-FLORIDA 33138 ~A. LOADS FOR: Wood joist of existing roof system Topping concrete Weight= 0 I'd One(i wd.joist weight t topping= 0 in DL topping= 0 pif Normal concrete Weight= 0 pd DL slab= 0 plf t slab=MO in DL(wd.joist+deck)= 17 plf(max.) DL(others: )= 0 plf distance between joist or truss=D= 2.00 ft LL(50psf x D)= 100 pif TL'= 117 pif %to support=® TL=%to support X TL'= 117 pif B. CALCULATION LOAD PER JOIST/TRUSS SUPPORT W joist W joist= 117 pif a L a= 3 ft R2 R1 L= 3 It Shoring Existing R2 m W(L+8)2 f 2L= 702 I b s steel shore&AL beam Structure 3000 lbs min.capacity Bearing wall We have one steel post shore @ 3,then: Pshore=R2 X(3'/2')= 1053 lbs<3000 lbs/shore capacity...oki PT,,0, . ` t GALVANIZED SHORES Closed Extended .,-.; STEEL SHORES Length Length cap,# 2'0" 3'0" 8,000 Capacity for shoring "§ WORKLOADTABLE3'0• 5'0' 6,000 includes 3 x 1 safety factor SAFETY FACTOR 3 x 1 4-0- 5'10- 5,500 Fromm 6'6-to 12' 51 0' 8'6' 5,500 . 5'11' 10'4- 5,600 ; 6'11' 11'4! 5,000 ` 8-6- 12'11* 6,000 -, Load Heigh 9'10' 14'9• 4,500 2880-12' 3320-11' � _��: *:• :: 5000-10' 6600' 6300-6.G ,jam-. y _ '` ,{; s •s Shore Posts - - 'W 11 t IBM= IM a _ 4 k Safety Factor 2 x 1ORMAENOW '`�• STANDARD SCAFFOLDING "''-;.. • SAM 1OAD O.D.1.69 CAPACITY 5,500 lbs PER LEG L,;•;.�. s.�r h �s 5 b M Safety Factor 2 x ,. HEAVY DUTY g ALUMNUM STRINGER CAPACITY 10,000 ibs PER LEG CAPACITY . snarl c !i r 1685 &4r 1100 + -. so• $Sao sv Ain t1.a wo 2w } , 121.6' - 190 UAadaase 98(ety Faclix i6 E,�?': 2.6:1. Oeaectian bmitea to ;ri low , F06 HDL F05 HDA` !,i I MR � Y rM y ►�, � is \�t� ,�„�,\ % �,..1►%=% Mill ....... .fes z iJ ��;HE�Afi/Y��fiU�TY��ShH3DRE� .�STANDARD�LIG�T�DUT�1'�SHQRCE f 5 POST i .,. t PIN s' �.a. i• p x A Yaa�g3 * a hGalvanized 7 _{. • Shores J t a � 4 • • L 1 HEIGHT 3 r s • •i •♦• # 3320 10'4- I 4,939 5000 - 10, ii • • i • • • 4,310 • iii It a