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RC-16-1241
i M � i ^�'COJRtPA Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO. RC-5-16-1241 Permit Type: Residential Constructionto enI I Work Classification: Addition/Alteration Permit Status: APPROVED Parcel Number Issue Date. 12/21/2016 j Expiration: 06/19/2017 Applicant 121 NE 96 Street 1132060132580 Miami Shores, FL Block: Lot: CK PROPERTY SOLUTIONS LLC Owner Information Address Phone Cell CK PROPERTY SOLUTIONS LLC 209 NE 95 Street (305)758-3133 MIAMI SHORES FL 33138- 209 NE 95 Street MIAMI SHORES FL 33138- Contractors) Phone Cell Phone CLEMDEL CONSTRUCTION CORP (305)856-4715 In Review Date Approved:: In Review Date Denied: Type of Construction: ADD NEW MASTER BEDROOM AN Occupancy: Single Family Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Yes Certificate Status: Certificate Date: Additional Info: Bond Return : Classification: Residential Fees Due Amount Bond Type - Contractors Bond $500.00 CCF $38.40 CO/CC Fee $50.00 DBPR Fee $28.80 DCA Fee $28.80 Education Surcharge $12.80 Permit Fee $1,920.00 Plan Review Fee (Engineer) $120.00 Plan Review Fee (Engineer) $120.00 Scanning Fee $54.00 Technology Fee $51.20 Total: $2,924.00 Valuation: $ 64,000.00 Total Sq Feet: 117 Pay Date Pay Type Amt Paid Amt Due Invoice # RC-5-16-59707 05/09/2016 Credit Card $ 200.00 $ 2,724.00 12/21/2016 Credit Card $ 2,724.00 $ 0.00 Bond #: 3286 Avananle Inspection Type: Final PE Certification Drywall Miscellaneous Window Door Attachment Tie Beam su Foundation Window and Door Buck Fill Cells Columns Wire Lathe Review Electrical Review Planning Review Mechanical Review Plumbing Review Plumbing Declaration of Use F. Termite Letter F. Elevation Certific 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 Wig„ Futhermgre, I aythoriae the above -named contractor to do the work stated. December 21, 2016 Owner / Applicant / Contractor / Agent December 21, 2016 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (30S) 762-4949 BUILDING PERMIT APPLICATION dBUILDING ❑ ELECTRIC ❑ ROOFING Y 0 9 2016 FBC 20 11.4 Master Permit No. - � G 124 L Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I Z / ��•% �U S T City: Miami Shores County: Miami Dade Zip: / 3 Folio/Parcel#: Z o / _ 0 3' - Z 5 v Is the Building Historically Designated: Yes NO _ Occupancy Type: Load: Construction Type: ell 5 Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): C Phone#: 30,5� 7J J 1 93 Address: City: M r 061L14 V' a State: F::�L_ Zip: '33 ) 3� Tenant Email: CONTRACTOR: Company Name: G� r'1�— �� Phone#: 3 a S9 o Address: ` � - C:)Z �. City: State: — Zip: 33 Qualifier Name: 1_*1_'_ni�: n+61�l�- Is ���`! -� Phone#: 3 �S7 '9 40 6 "3 State Certification or Registration #: 4:f , K ©��'�� Certificate of Comjpetency #: p DESIGNER: Architect/Engineer: ) �� F�-�y , w 1�✓i�) ii : kl A Phone#: l � � u � 3 30 3Z— Address: v City: State: �LL Zip: 3 5 0 Value of Work for this Permit: $ lou-0Square/Linear Footage of Work: Type of Work: Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition p Descriptio of Work atJ ry A eW m qA ecfcooe qA e � e d I Specify color of color thru the: Submittal Fee $ Permit Fee $C..�. r� CCF $ Q CO/CC $ Scanning Fee $ Radon Fee $ ` O V DBPR $ Zz ,,so Notary$_� Technology Fee $ Training/Education Fee $ Structural Reviews $ Double Fee $ Bond $ ] (') 0 TOTAL FEE NOW DUE $ Z 2-z_q • �O (Revised02/24/2014) 2 q 2Lj Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this day of 20 Z4 , by f% iGv /�Oylt�f�o�-c-i wwho> is personally known to r G me or who has produced — D as identification and who did take an oath. Signature 5�� CONTRACTOR The foregoing instrumeT;71 s acknowledged before me this (i l �dayo`f� 1 20 i 6 by C e MdCJ 6 Of) za-�Z , who is personally known to me or who has produced F- / —') l _ as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: 1 i'K " < Print: %.0M 1 pl GIGO S Seal: vy ,: Notary Public -State of Florida Seal: ; "`•"�"�, NAOMI VASCONCELOS My Comm. Expires Jan 13, 2017 : s 'FOF ,o Commission # FF "64892 �i MY COMMISSION #FF088554 �'?'o, EXPIRES February 2. 2018 **AllRdl11V6flil-McV'F'/UT-*** ***** APPROVED BY I Plans ExaminerV y Zoning Structural Review (Revised02/24/2014) Clerk Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-013-2580 Property Address: 121 NE 96 ST Miami Shores, FL 33138-2725 Owner CK PROPERTY SOLUTIONS LLC Mailing Address 209 NE 95 ST 7 MIAMI, FL 33138 USA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/3/0 Floors 1 Living Units 1 Actual Area 2,714 Sq.Ft .......... ........... _ . --..... Living Area _ 2,186 Sq.Ft Adjusted Area 2,549 Sq.Ft Lot Size 8,625 Sq.Ft Year Built 1949 Assessment Information Year 2015 2014 2013 Land Value $164,082 $164,082 $112,453 Building Value $168,481 $164,110 $164,110 XF Value $480 $486 $492 Market Value $333,043 $328,678 $277,055 Assessed Value ................................. $141,5941 $140,471, $138,396 Benefits Information Benefit Type 2015 2014 2013 Save Our Homes Assessment $191,449 $188,207 $138,659 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 1534165342 MIAMI SHORES SEC 1 AMD PB 10-70 LOT 18 & E1/2 LOT 17 BLK 19 LOT SIZE 75.000 X 115 OR 18638-3720 05 1999 5 Generated On : 5/9/2016 Taxable Value Information 2015 2014 2013 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $91,594 $90,471 $88,396 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $116,594 $115,471 $113,396 V City Exemption Value $50,000 $50,000 $50,000 Taxable Value $91,594 $90,471 $88,396 Regional Exemption Value $50,000 ___..__......._......_._.. _._ Taxable Value $91,594 $50,000 $50,000 m...__..._.__....._..__.__... � _ $90,471 $88,396 Sales Information Previous OR Book - Price! Qualification Description Sale Page 29925 01/12/2016 $460,000 Qual by exam of deed 0005 26169- Sales which are disqualified as a result 11/01/2007 $0 4900 of examination of the deed ._._..... _.._..._ 18638- __.... ____....... -______._____-_._.._---------- Sales which are disqualified as a result 05/01/1999 $0 3720 of examination of the deed 00000- 06/01/1971 $37,000 Sales which are qualified 00000 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp http://www.miamidade.gov/propertysearch/ 5/9/2016 Detail by Entity Name Page 1 of 2 Detail by Entity Name Florida Limited Liability Company CK-PROPERTY'Sa�LU IONSr-C Filing Information Document Number L10000091747 FEI/EIN Number 27-3374777 Date Filed 09/01/2010 Effective Date 09/01 /2010 State FL Status ACTIVE Principal Address 209 NE 95TH ST SUITE 7 MIAMI SHORES, FL 33138 Changed: 04/26/2011 Mailing Address 209 NE 95TH ST SUITE 7 MIAMI SHORES, FL 33138 Changed: 04/26/2011 Registered Aaent Name & Address KOOTTUNGAL, VIJU 209 NE 95TH ST SUITE 7 MIAMI SHORES, FL 33138 Address Changed: 04/26/2011 Authorized Person(s) Detail Name & Address Title MGRM KOOTTUNGAL, VIJU_1 '�OTKIE 95TH ST SUITE 7 MIAMI SHORES, FL 33138 Title MGRM http://search. sunbiz. org/Inquiry/CorporationSearchISearchResultDetail?inquirytype=Entity 5/9/2016 Detail by Entity Name Page 2 of 2 CROOKS, ENRIQUE 723 CRANDON BLVD #406 KEY BISCAYNE, FL 33149 Annual Resorts Report Year Filed Date 2014 03/10/2014 2015 03/24/2015 2016 02/08/2016 Document Images 02/08/2016 -- ANNUAL REPORT View image in PDF format 03/24/2015 -- ANNUAL REPORT View image in PDF format 03/10/2014 -- ANNUAL REPORTF View image in PDF format 04/03/2013 -- ANNUAL REPORT View image in PDF format 04/24/2012 -- ANNUAL REPORT View image in PDF format 04/26/2011 --ANNUAL REPORT F7 View image in PDF format 09/01/2010 _- Florida Limited Liability View image in PDF format Copyright b and E!yjL) �"ofiri�s :State of Florida; Department of State http://search. sunbiz. org/Inquiry/CorporationSearchISearchResultDetail?inquirytype=Entity... 5/9/2016 (J (J " I �J 1J ,f 1; I GENERAL CONTRACTOR / CONSTRUCTION MANAGEMENT MAY 3, 2016 STATE OF FLORIDA COUNTY OF MIAMI DADE BEFORE ME THIS DAY PERSONALLY APPEARED CLEMENTE GONZALEZ WHO, BEING DULY SWORN, DEPOSES AND SAYS I CLEMENTE GONZALEZ WILL BE THE ONLY PERSON FROM CLEMDEL CONSTRUCTION CORP. WORKING ON THE PROJECT LOCATED 121 N.R. 66 STREET MIAMI SHORES, FLORIDA SWORN TO OR AFFIRMED SUBSCRIBED BEFORE ME THIS (/ DAY OF 2016 BY �' .1 ELSA GARROTE MY COMMISSION # EE 871886 EXPIRES: June 5 2017 Bonded 7hru Notary Public Underwriters PERSONALLY KNOW 1'1� OR PRODUCED IDENTIFICATION TYPE OF IDENTIFICATION _ 11 SHORE DR. EAST MIAMI, FLORIDA 33133 305 656 47 15 OFFICE / 305 731 2407 / CGC 047393 LICENSED AND INSURED Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 11'1UL1%;V Lu vwnur - vvvrKers %►vmpensation 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 SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: v Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this U l� day of a , 201. Byy V ! D 0 V1 who is personally known to me or has produced _ L s identification. NAOMI VASCONCELOS Notary: _•' MY COMMISSION #FF088554 Q 0 Vvl1 \ CL S C Q n C a0 C µ Z EXPIRES February 2, 2018 SEAL: v J (407)39e-0153 FloridallotaryServlce.com �µoees 1111liamiVilic 4- 10050 N.E. SECOND AVI FryTEe ,N r, tOR1D�` MIAMI Si IORES FLORIDA 33138.238,2 i Telephone (.305) 795-2207 Fax; (305) 756-8972 DAVID A. DACQUISTO, AICP PLANN NG 6 ZO,"J!'-,G C'REC-T�u DEVELOPMENT ORDER File Number: PZ-01-16-2016003 Property Address: 186 NE t06th Street Property Owner. CK Property Solutions LLC Address: 209 NE 95 Street, Suite 7, Miami Shores, FL 33138 Applicant: Viju Koottungal Address: 209 NE 95 Street. Suite 7, Miami Shores, FL 33138 Whereas, the applicant Viju Koottungal, with the consent of CK Property Solutions LLC (property ow-ner), 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. Garage conversion.. Whereas, a public hearing was held on January 28, 2016 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 10 ft. by 20 ft,, 200 sf attached garage at the front of the residence to a new kitchen. zn 2) The applicant to provide 2 legal parking, spaces on the plot subject to approval by the planning director before issuance of any building permits for this project. Page I of 2 3) Applicant to obtain all required building permits before beginning work. 4) 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 (DOHIHRS) as required. 5) Applicant to meet all applicable code provisions at the time of permitting. 6) Applicant to complete a covenant in the form of a "Declaration of Use" assuring the property is used only for a single family purpose, record the covenant with the Miami -Dade County Recorder and provide the planning director with a copy of the recorded document prior to the final inspection by the Building Official. 7) 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 28`h day of January, 2016 by the Planning and Zoning Board as follows: Mr. Abramitis No Mr. Busta Ns Mr. Reese Yes Mr. Diaz Yes Chairman Fernandez Yes Date Page 2 of 2 co ICC- Certificate of Completion Description: Interior renovation. Permit Type Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department Building (Residential) Owner CK PROPERTY SOLUTIONS LLC Subdivision/Project Construction Type V-B Square Footage Location 121 NE 96 ST Miami Shores, FL 2,714.00 Bldg. Permit No. RC-5-16-1241 Contractor CLEMDEL CONSTRUCTION CORP Date Issued 02/14/2019 Occupancy Single Family Type Flood Zone X If the building is located in a special flood hazard area documentation of the as -built lowest floor elevation or lowest horizontal structural member has been provided and is retained in the records of Miami Shores Village. This certificate issued pursuant to the requirements of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. J Ity Building Officials Approval Ismael Naranjo, CBO Not Transferable POST IN A CONSPICUOUS PLACE PMM Consulting Engineers, Corp. CA9135 6262 Bird Rd., Suite 2D, Miami Florida 33155 Tel: 305-661-9918 Fax: 305-675-2350 Structural Calculations For 121 NE 96 St. 16025 03-30-16 .... ...... .... .... ..... ...... . .. • . .... .... ...... 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 sign and seal provided herein is meant to cover all computation sheets pages 1 through\O Lu L�a�\: MAR 3 0 2016''��),i�rz�� �\E FI Prof. deg. 42650 W PMM Consulting Engineers, En ineersCorp. CA9135 0 p 6262 Bird Rd., Suite 2D, Miami Florida 33155 Tel: 305-661-9918 Fax: 305-675-2350 Project: 121 NE 96 St. Project No.: 16025 Design Parameters •••• '••' • Florida Building Code, 2014 Edition .... • Wind ...... .. . •• ...... ASCE 7-10 o .... ...... o Wind Velocity 175 MPH _ ••••. o Risk Category II •';••; ••:..' �••• o Exposure C .... .... ...... - o Importance 1.0 ' Kd 1.0 " " " ����'• o o Kz 0.85 o GCpi 0.18 (Enclosed Structures) ' • Concrete Strength at 28 days - 3000 PSI • Reinforcing - 60,000 PSI • Bolts ASTM A325. • Wood — Fb 1,200 PSI • Masonry — F'm 1,500 PSI (F'c=1900PS1) • Design Loads o Floor Loads ■ Live Load 40 PSF ■ Dead Load 20 PSF ■ System Load — See Plans Project- M W,%flf- Page PMMCONSULTING Calculated by LN Date ENGINEERS Checked by Date 121 f�� 4c��h �d-�a:2t� pe2 �0�� sPa�c = v►'- L" _ __ Jo��t - �x cos. . �s��.. Z� 2�� W21 H2O 21.uj ate. iZ� Project Page CONS1 I LT Calculated by Date PMM ENGINEERS Checked by Date g;e Ise *Goo 0000 Jtn2�o �ot�Y bid:; Q{�: :....: **0009 :h�i'A�e1� C�t.GtX.#'(wd, to 0 0 0: vtog 0..0: W' S/off" � __���i l" _�/G 7, . .......... Title : Dsgnr: Description Job # Date: 3:22PM, 30 MAR 16 _1 Scope Rev:660002 _ Page 1 User: KW-0605358, Ver5.8.0, 1-Dec-2003 Timber Ledger Design (c)1983-2003 ENERCALC Engineering Software Description General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowablesa r e user defined Ledger Width 3.000 in Uniform Load... �r Point Load.. • ' • • • • • • • • • • Ledger Depth 9.250 in Dead Load 0.00#/ft Dead Load • 280.6G ibs .' Ledger is Bolted to Concrete Live Load 0.00 #/ft Live Loetr • • • • '3 001)s .... ; • Bolt Diameter 5/8" SpacinQ • •; • • 1.J3 ft Bolt Spacing 12.000 in Horizontal Shear 0.00 #/ft Offset • • • • • 0.• 0 in • • • • ; Load Duration Factors... Southern Pine, No.2 2 -4 Thick, 10 Wid • • • • • • • • • • • •.. Live Load 1.250 Fb Allowable 850.0 psi . • . • • . • • • • • ; • • • Short Term 1.330 Fv Allowable 175.0 psi • • • • • • • • • • • • • • • • • • • r Stresses Load Combination : DL + LL Maximum Moment 0.00 in-# Bending Stress 0.00 psi Stress Ratio 0.000 MaximumShear 780.00 Ibs Shear Stress 28.11 psi Stress Ratio 0.128 DL + ST DLL Ll.+ ST ' 0.00 in-# • b.00'in-# . "; • 0.00 psi 0.00 psi • • • 0.000 0.000 300.00 Ibs 780.00 Ibs 10.81 psi 28.11 psi 0.046 0.121 Bolt Loading Note: Bolt Design Value from NDS 8.2 / UBC 23 Using :Southern Pine Stress Summary DL + LL DL + ST DL+LL+ST Max. Vertical Load 520.00 Ibs 200.00 Ibs 520.00 Ibs Allow Vertical Load 4,062.50 Ibs 4,322.50 Ibs 4,322.50 Ibs Max. Horizontal Load 0.00 Ibs 0.00 Ibs 0.00 Ibs Allow Horizontal Load 7,687.50 Ibs 8,179.50 Ibs 8,179.50 Ibs Angle of Resultant 90.0 degrees 90.0 degrees 90.0 degrees Diagonal Component 520.00 Ibs 200.00 Ibs 520.00 Ibs Allow Diagonal Force 762.33 Ibs 786.35 Ibs 786.35 Ibs Final Stress Ratio 0.682 :1.00 0.254 :1.00 Stress Summary DL + LL DL + ST Wood Bending Stress Ratio 0.000 : 1.00 0.000 : 1.00 Wood Shear Stress Ratio 0.128 :1.00 0.046 :1.00 Bolt Stress Ratio 0.682 :1.00 0.254 :1.00 0.661 :1.00 Wood Stress & Bolts OK DL+LL+ST 0.000 : 1.00 0.121 :1.00 0.661 :1.00 ®r7 Project Name: 121 NE 96 OT . . .... ...... Location: MIAMI By: -PAM Start Date: 3/29/2016 Comments: \16025 121 NE 96st (Waveleigh)\STRUCTURE\WINDOW.wls 121 NE 96 ST March 30, 2016 ASCE7-10 � Local Information � Wind Dir. Exposure 1 C 2 C • . . .... ...... 3 C •• ...... .. . ...... 4 C ....,. .... ...... Basic Wind Speed: 175 .... .... ..... - mph ,•,•.• .• .... .... ...... Topography: None ""'• •' Optional Factors This project uses load combinations from sources other than in ASCE 7 Section 2. WLS4 -- [1.11 ] Copyright© 2020 SDG, Inc. Page 1 of 5 121 NE 96 ST March 30, 2016 ASCE7-10 0 Section - Main Section Enclosure Classification: Enclosed •,,,,• ...... .. . ...... %0 0 V .... .... Wall Length(ft) Overhang(ft) •••• •••• ••••• ...... . .. •.•.• 1 73.0 0.0 •• •• •••• •••••• :0 0:6:00 2 55.0 0.0 • • •••... 3 73.0 0.0 W2 •••• : .... ....: . .. 4 55.0 0.0 c W1' A B W3 Eave Height: 10 ft Parapet Height: 0 ft ° Parapet Enclosure: Solid W4 Roof Shape: Hipped Front Right Roof Slope(:12) A&B 3.0 A c B c_ B ° C&D 3.0 w1 r W4 W3 W4 W3 IW2 I WLS4 -- [1.11 j Copyright © 2020 SDG, Inc. Page 2 of 5 121NE96ST Composite Drawing ----------- ---------------------------------- 2 c 0 4 WLS4 -- [1.11 ] Copyright© 2020 SDG, Inc. March 30, 2016 Page 3 of 5 121 NE 96 5 T Components and Cladding Input March 30, 2016 5 ASCE7-10 Component Description Wall/Roof Isurface Label Izonel Span(ft) I Width (j� �,jrpa(sgftl WINDOW Wall 1 4 4.0 4.0 ...•16. ... .. 00 ....... . .. . . WLS4 -- [1.11 ] Copyright © 2020 SDG, Inc. Page 4 of 5 121 NE 96 5T March 30, 2016 ro -Components and Cladding Output ASCE7-10 . . .... ..... Component Description I Surface I Zone I z(ft) q(psf) I GCp I GCpi I ExtPres(psf) Net w Cpi (psfh %SN11-GCpi ( f) WINDOW 1 4 13.4 66.6 0.96 0.18 63.9 51.9 •••:.. 75,9 , 13.4 66.6 -1.06 -70.6-82.6."", ,•-58!Q 0 • Abwe LOA te� �46 vvwutL�L� 6� Sre" VE I .. .. •..• •..•.• 009000 QA( K qofC .,...0 • WLS4 -- [1.11 ] Copyright © 2020 SDG, Inc. Page 5 of 5 VC (6-1 2-k ) RF,CEIVED Water and Sewer MIAMI-MU DEC 2016 P Box 330316.3071 SW 38 Avenue Miami, Florida 33233-0316 VERIFICATION FI}�� T 305-665-7471 ALID WITHOUT A PAID INVOICE AND EXPIEBA ON FORM Al' "��._g" F-8 INV#: 27439 FORM #: 201659744 DATE: 11/18/2016 _.._..._._.....-- -- .--------...—.._._..._._.._.._..__......._.... ........ -........ ....._._......... ...... P NAME OF OWNER: CK RO_PERTIES_._... SOLUTIONS INC M2016018206 .... ----......_......_._.......---...-- ---- —. ...---- ----._.._-....... _..... ....... . . PROPERTY ADDRESS: [121 NE 96 ST PROPOSED USAGE / NO. OF UNITS: REPLACES: PREVIOUS USAGE / NO. OF UNITS: PROPERTY LEGAL: LEGALIZING GARAGE, TERRACE ENCLOSURE & INTERIOR REMODELING OF AN EXISTING SFR ;PER PAPER PLANS) - --- --- -- - - ._...----.....__._._._....................----...... __...... _.._._.—..__....__._.._.._..._..._.....-..._............_................__..__......_.._......... SFR (PER PTXA )CCB#1205561094 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10-70 LOT 18 & E1/2 LOT 17 BLK 19 FOLIO NUMBER: F-11-3206_013-2580 GALLONS PER DAY INCREASE: 0 - PROPOSED FLOW: 220 PREVIOUS SQUARE FOOTAGE: 2,186 ❑ NEW CONSTRUCTION PREVIOUS FLOW: n PROPOSED SQUARE FOOTAGE: F 2,186 F-/� INTERIOR RENOVATION l CRITICAL HABITAT ADOPTED FLOW: i 0 I � ❑SEWER ONLY THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES HAVE A(N) 3_ INCH WATER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE THE SUBJECT PROPERTY, (OR, IF "WILL HAVE", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF WATER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, (AGREEMENT ID # N/A) SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF WATER SUPPLY OR WITHDRAWAL. Barbara S. Reding - New Business Representative BY: SIGlkIATURE OF REPRESENTATlyE^1 �-�•., AUTHORIZED BY NEW BUSINESS COMMENTS: I$30.00 IEXPREN E "NEEDS NEW 1' SERVICE aMOWPER'S • • THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES NOT HAVE Qt%fj" �_ -� 11EC11• GRAVITY SEWER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE %MLLRJG TO SSE THE SUBJEET.PROPERTY, (OR, IF "WILL HAVE", UPON PROPER CONVEYANCE AND PLACEMENT INT049E4"EE OF SEWER SEWER FACIL S BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, (AGi2Et4eNT ID �FIG%A•)� � SUBJECT TO PRO TIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICT"i A\4ER MATTERS OF SEWAGE DISPOSAL. THERMORE, APPROVAL OF ALL SEWAGE FLOWS INTO THE DEPARTMINT'S :YSTEIO MUST BE OBTAINED FROM D.E.R.M. ANTICIPATED DAILY WATER AND/OR SEWAGE FLOW FOR THIS PRAJEC.T WILL BE! t" - GALLONS [01 GALLONS PER DAY IN SE. • • • • •••. Barbara S. Reding - New Businms Representative BY: SIGNATURE OF REPRESENTATIVE AUTHORIZED BY NEW BUSINESS COMMENTS: Subject to RER terms & conditions set forth in Conse ecree (Case No.1:12-CV-24400-FAM) or DOH Onsite Sewer Treatment & Disposal Rules & Statu THIS VERIFICATION LETTER CERTIFIES THE AVAILABILITY OF A WATER AND/OR SEWER MAIN ONLY, AND IT S NOT GUARANTEE THE EXISTENCE OF A WATER SERVICE LINE OR OF A SEWER LATERAL WITH SUFFICIENT DEPTH TO VE THE PROPERTY. FOR ADDITIONAL INFORMATION CALL 786-268-5360. SHOULD IT BECOME NECESSARY TO INSTALL A SER LIN AND/OR A SEWER LATERAL WASD REQUIRES THAT THE DEVELOPER RETAINS SERVICES FROM DESIGNERS AND CONTRACTORS WITH SKILL SETS FOR DESIGNING, BUILDING AND CONNECTING TO PUBLIC WATER AND SEWER SYSTEMS. CONTACT NAME: XPEDITING BY TONYA Printed On: 11/21/2016 NB: Barbara S. Reding CONTACT PHONE: 786 0-1908 9:25:34 AM PR: AUTHORIZED BY: �� sI Miami Shores Village Building Department 10050 NE 2"d Ave. Miami Shores, FL 33138 305-795.2204 / Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EIv WYN= AS SPECIAL, INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by to perform special inspector services under the Florida Building Code P Edition (2014) and Miami Dads our Administrative Code at the tz1 Re 16 'iT project on the below listed structure as of 3 i (date). I am a registered architecVprofessional engineer licensed in the State bf FI 'da. Process Number: ?C " ((a llt ' I Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC P Edition (2014) _ Miami Dade County Administrative Code, Article II Section 8-22 Special Inspector for _ Trusses > 35 ft. long or 6 ft. high Steel Framing and Connections welded or bolted Ezsoil Compaction _ Precast Attachments _ Roofing Applications, Lt. Weight Insul.Conc. Other Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform inspection* 1. �"F' *0*'Q 2. / 3. 4. � *Special ins ors utilizing authorized • pest g representatives shall insure the authorized representative iS Qd�3flCd by education or liceasure to perform the duties assign by Special Inspector. The qualifications shall %eladeNcensure as a professional engineer or architect: graduation from an engineering education program in civil or sawmr d engineeAng • graduation from an architectural education progratn; successful completion of the NCEES Fundantaoia LaminM=4 •' or registration as building inspector or general contractor. 000000 • • 00 • • •••••• I (we) will notify the Miami Shores Building Department of any changes regarding autl Wj4r4personnel • performing inspection services. . I (we), understand that a Special Inspector inspection log for each building must be disphWed i4 a .. , • convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores Building Department .Inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections performed by the department. Further, upon completion of work under each Building Permit, I will submit to the Building Inspector at the time of the final inspection the completed inspeition log form and a sealed statement indicating that, to the best of my knowledge, belief and prof t u ,Ol pse onions of the project outlined above meet the intent of the Florida Building Code Q insjordance with the approval plans. d s ;Q Signed Ind s Dade ©` FIOR t,'' .....• '' �.. S Engineer/Architect Name QAV U�rtn9 h &T 19 C`- Address FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: RESIDENTIAL RENOVATION Builder Name: Street: 121 NE 96 ST Permit Office: MIAMI SHORES VILLAGE City, State, Zip: MIAMI SHORES, FL, Permit Number: Owner: Jurisdiction: 232600 Design Location: FL, Miami County:: Miami -Dade (Florida Climate Zone 1 ) 1. New construction or existing Addition 9. Wall Types (2320.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 2320.00 ft' b. N/A R= ft, 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms(Bedrms In Addition) 3(0) d. N/A R= ft2 10. Ceiling Types (2083.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 2083.00 ft* 6. Conditioned floor area above grade (ft2) 2083 b. N/A R= ft2 c. N/A R= ft2 Conditioned floor area below grade (ft2) 0 11. Ducts R ft2 7. Windows(323.0 sqft.) Description Area a. Sup: Main, Ret: Main, AH: Main 6 416.6 a. U-Factor. Sgl, U=1.13 323.00 ft' SHGC: SHGC=0.50 b. U-Factor: N/A ft' 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 48.0 SEER:14.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Strip Heat 34.5 COP:1.00 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems - a. Electric Cap: 80 gallons 8. Floor Types (2083.0 sqft.) Insulation Area • • JEF: 0.920 a. Slab -On -Grade Ede Insulation R=0.0 2083.00 ft2 9 b. Conservation features . :"" ...... b. N/A R= ft' None • • • • • • c. N/A R= ft2 15. Credits 000000 • • • Pstat• • • • Total Proposed Modified Loads: 90.79 0000 • • • Glass/Floor Area: 0.155 ' ....' Total Baseline Loads: 91.49 ...... • • • • • . . .. I hereby certify that the plans and specifications covered by .. .. Review of the plans and : ":' : . ...... ST,gTF • this calculation are in compliance with the Florida Energy specifications covered by this o4'rliE Code. calculation indicates compliant$ calc� with the Florida Energy Code.+fr, PREPARED BY:. _ DATE: Before construction is completed this building will be inspected for compliance with Section 553.908 C 0 I hereby certify that this building, as designed, is in compliance Florida Statutes. 1� with the Florida Energy Code, - CAD W6'v OWNER/AGENT:- _ BUILDING OFFICIAL: DATE: DATE: - Compliance requires certificaftn iy the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in"accordance with R403.2.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 6/15/2016 9:45 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FnRM PAnj;-gn1d PROJECT Title: RESIDENTIAL RENOVATION Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 2083 Lot # Owner: Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 121 NE 96 ST Permit Office: MIAMI SHORES VILLAGE Cross Ventilation: County: Miami -Dade Jurisdiction: 232600 Whole House Fan: City, State, Zip: MIAMI SHORES, Family Type: Single-family FL , New/Existing: Addition Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI_INTL_AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Blockl 2083 20830 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2083 20830 Yes 6 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area ; •Tj% • Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 255 It 0 2083 ft2 tTT • • * 1 • 0 •a: ROOF ...;.. . • • Roof Gable Roof Solar SA... • Emitt • 'Emitt• Deck Pitch # Type Materials Area Area Color Absor. •.... Tek�q� . Testeo•d Insu.oi...0 * (deg) 0 • 1 Gable or shed Barrel tile 2256 ft2 434 ft2 Medium 0.96 No.... 0.9 No 0 .22.6 . . ATTIC ...... • . . . . ...... V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2083 ft2 N N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 2083 ft2 0.11 Wood 6/15/2016 9:45 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below 10 We" Type Space lue Et In Et In Area R--Val-le Fraction Ahsor rrade% 1 S Exterior Concrete Block - Int Insul Main 4.0999 55 10 550.0 ft2 0 0.5 0 2 W Exterior Concrete Block - Int Insul Main 4.0999 61 10 610.0 ft2 0 0.5 0 3 N Exterior Concrete Block - Int Insul Main 4.0999 42 10 420.0 ft2 0 0.5 0 4 E Exterior Concrete Block - Int Insul Main 4.0999 74 10 740.0 ft2 0 0.5 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Wood Main Metal .46 3 7 21 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 S 1 Metal Single (Clear) Yes 1.13 0.5 48.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Interior 50 2 S 1 Metal Single (Clear) Yes 1.13 0.5 36.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Interior 50 3 S 1 Metal Single (Clear) Yes 1.13 0.5 9.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Interior 50 4 W 2 Metal Single (Clear) Yes 1.13 0.5 40.0 11:2 1 ft 0 in 1 ft 0 in Drapes/blinds Interior 50 5 W 2 Metal Single (Clear) Yes 1.13 0.5 24.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Interior 50 6 W 2 Metal Single (Clear) Yes 1.13 0.5 32.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Interior 50 7 N 3 Metal Single (Clear) Yes 1.13 0.5 20.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Interior 50 8 N 3 Metal Single (Clear) Yes 1.13 0.5 48.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Interior 50 9 N 3 Metal Single (Clear) Yes 1.13 0.5 8.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Interior 50 10 N 3 Metal Single (Clear) Yes 1.13 0.5 12.0 11:2 1 ft 0 in 1 ft 0 in 4apes43linds Interior 50 11 E 4 Metal Single (Clear) Yes 1A3 0.5 32.0 ft2 1 ft 0 in 1 %0ip Drapes/blinds aRtepior460 12 E 4 Metal Single (Clear) Yes 1.13 0.5 8.0 ft2 1 ft 0 in 1Ift 0 in ••••.. 11apeshinds . .. InteA; 50 13 E 4 Metal Single (Clear) Yes 1.13 0.5 6.0 ft2 1 ft 0 in . J J4aip Drapes/blinds .•.••. �nterior•50 INFILTRATION • . . . . ...... .. .. . ...... # Scope Method SLA CFM 50 ELA EgLA ACH • • • •..ACH 50 . .' 1 Wholehouse Proposed ACH(50) .000318 1735.8 95.29 179.22 .2192 5 : • • • : • • HEATING SYSTEM • • • # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP:1 34.5 kBtu/hr 1 sys#1 6/15/2016 9:45 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 48 kBtu/hr 1440 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Exterior 0.92 80 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft' DUCTS -- Supply — — Return --- Air CFM 25 CFM25 HVAC # # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Main 6 416.6 ft Main 104.15 Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable Thermosta[[t:jjY Ceiling Fans: Heeling H Jan H Feb ((jj [Xj Mar Apr Apr mayun Jul J May ri ri [X] [ ] Aug Sep l i ri Oct Occtt ki Nov Nov Dec H DecVenting Jan [[ jj Feb [[XX]] Mar Jun Jul (]Aug Sep tx Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (VUD) PM 78 78 78 78 78 78 7$ 70' 78 80 80 80 . •'. ...�� � Cooling (WEH) PM 78 78 78 78 78 78 78 78 78 ...IF* V • • �' . . .j$ . Heating (WD) AM 66 66 66 66 66 68 68 68 • • •A8 • 68 • 68 • 68- PM 68 68 68 68 68 68 68 68 ..Q4 68.... 66 ;••e9 Heating (WEH) AM 66 66 66 66 66 68 68 68 000890 9& • • • 68 .. 966 PM 68 68 68 68 68 68 68 68 66 . . . . . ...... . . •..... 6/15/2016 9:45 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 121 NE 96 ST Permit Number: MIAMI SHORES, FL, DATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level (EPL) 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 nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building 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. ,/ R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. • R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 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 shall inspect all components and verify compliance. A /A! 402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air 1 " 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 shall 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 weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration 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. Heating 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. a&402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion aN. • • • • • • O R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate ofIt4no're than 0.3 cfhL per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2); MIM tested *.coMfhg to NFW400br AAMANVDMA/CSA 101 /I.S.2/A440 by an accredited, independent laboratory and listed and labeled'Ily' a fnanufacturer. : 0 0 0 0 Exception: Site -built windows, skylights and doors. . • . • 0 AR402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shay roo Goaded to I'imit aisleakage..;..' between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled%$,braving ag'alttMage raje got.. more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) prEggy(g differential. All recessed 'M• / luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. •••••• R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate I.Reatingand coding system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heal shall bavercostrols that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. " R403.2.2 Sealing (Mandatory)AII 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 constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall 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 shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handier enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) 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, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm (85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. Duct testing is not mandatory for buildings complying by Section R405 of this code. 6/15/2016 9:46 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. UJ R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 55°F (13"C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. R403.4.1 Circulating hot water systems (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. R403.4.3 Heat 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'/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). O R403.4.4.1 Storage water heater temperature controls • R403.4.4.1.1 Automatic controls. Service water heating 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). • R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burners) of combustion types of service water heating systems to be turned off. O R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 98T, Te%t Metho*ef8is9dlar Collgjtg �s+. and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol!qollectors in installed solar water e heating systems should meet the following criteria: : e • 0 • • •••••• • .. •sees. 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; ar>& %• . • 2. Be installed at an orientation within 45 degrees of true south. sees sees ; e e e e ; • • • • R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the rdfflrbS ents of ftV • s • ; s s s Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approveddrtl8rfseof ventfligtiopP e s e s s s Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is *ot operating. • • e • • • o R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling dhd heating egLCgryer:. • • e • • • O R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with AE9A Wanual S based on the :so**: equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation meNodslogies, based on building loads for the directional orientation of the building. The manufacturer and model number of the oufdeoor 9nd indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times 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 less than the calculated latent load. 6/15/2016 9:46 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment 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 shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm 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 shall 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: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity • R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. • R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. • R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 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, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. PIAR403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. PIA R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55•F,and no precipit Vonis4alling • and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40•F. . • • •• • •• • R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements forlosidantial pgpls and• ....:. inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APVrJJ..Tj1e energy . requirements for portable spas shall be in accordance with ANSI/APSP-14. • • • • • • O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off Stitch that is A1b6Ated ' •; •'. outside the heater to allow shutting off the heater without adjusting the thermostat setting. • • ; • • : : ... ; . • • • • • R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space.%alejI shall have p minimum • • thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in ascordan�ce with ANSI Z2 1 � 6• Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. • • • • • • 000 R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum CCP.gf;(:when tegto jn accor;hed •; with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independdhi Vboiptory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 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: • 1. Where public health standards require 24-hour pump 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. O R403.9.3 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 loss. 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. el RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R406.2.1 Performance ONLY. Ceilings shall 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. 6/15/2016 9:46 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: RESIDENTIAL RENOVATION Builder Name: Street: 121 NE 96 ST Permit Office: MIAMI SHORES VILLAGE City, State, Zip: MIAMI SHORES, FL, Permit Number: Owner: Jurisdiction: 232600 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. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall 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 framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside • and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulitiga- ; �. • • Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently • • • • • attached to the crawlspace walls. 0 • • • : ... Exposed earth in unvented crawl spaces shall be covered wits a Crass I . • •' • vapor retarder with overlapping joints taped. sea* • • • Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exteriorvr ,� ` nn• • • • unconditioned space shall be sealed. ; • •; •; 1 v • • 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 availfte ta¢ity .... a I X spaces. N Garage separation Air sealing shall be provided between the garage and conditioned spaces. MA 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. f 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. V ; HVAC register boots HVAC register boots that penetrate building thermal envelope shall be V sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 6/15/2016 9:48 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. 121 NE 96 ST, MIAMI SHORES, FL, 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U-Factor: Sgl, U=1.13 SHGC: SHGC=0.50 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A Addition Single-family 1 3(0) No 2083 Area 323.00 ft2 ft2 ft2 ft2 1.000 ft. 0.500 Insulation Area R=0.0 2083.00 ft2 R= ft2 R= ft2 9. Wall Types a. Concrete Block - Int Insul, Exterior b. N/A c. N/A d. N/A 10. Ceiling Types a. Under Attic (Vented) b. N/A c. N/A 11. Ducts a. Sup: Main, Ret: Main, AH: Main 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Strip Heat 14. Hot water systems - a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Insulation Area R=4.1 2320.00 ft2 R= ft2 R= ft2 R= ft2 Insulation Area R=30.0 2083.00 ft2 R= ft2 R= ft2 R ft2 6 416.6 kBtu/hr Efficiency 48.0 SEER:14.00 kBtu/hr Efficiency 34.5 COP:1.00 Cap: 80 gallons :•••:•EF:0.92 • • Pslat 6000 •••••• • • • • •••••• 4TKESr4r. •.:. *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.com 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 R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 6/15/2016 9:45 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 Residential System Sizing Calculation Summary Project Title: 121 NE 96 ST RESIDENTIAL RENOVATION MIAMI SHORES, FL 6/15/2016 Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(7 ft.) Temp Range(L) Humidity data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 56 r. Winter design temperature(TMY3 99%) 49 F Summer design temperature(TMY3 99%) 92 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 21 F Summer temperature difference 17 F Total heating load calculation 25781 Btuh Total cooling load calculation 42975 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Strip Heat) 133.8 34500 Sensible (SHR = 0.75) 116.1 36000 Latent 100.2 12000 Total 111.7 48000 WINTER CALCULATIONS Winfar Naafinn I nnri (fnr 7nwi cnffl Load component Load Window total 323 sqft 7665 Btuh Wall total 1976 sqft 6193 Btuh Door total 21 sqft 203 Btuh Ceiling total 2083 sqft 1393 Btuh Floor total 2083 sqft 6319 Btuh Infiltration 174 cfm 4009 Btuh Duct loss 0 Btuh Subtotal Sj immar (.nnlinn I nari (fnr 7nR A snff) Ce lings(6 4%) Wtllls z<AS6) Nrmtlorrs129.7X} 25781 Btuh ' ' ' • ' ' 0 SUMMER CALCULATION """ .... .... .•••.. • . • •••• •••• ••••• Load component Load component Load Window total 323 sqft 11929 Btuh Wall total 1976 sqft 5013 Btuh Door total 21 sqft 222 Btuh Ceiling total 2083 sqft 2056 Btuh Floor total 0 Btuh Infiltration 267 cfm 4998 Btuh Internal gain 4780 Btuh Duct gain 0 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 2000 Btuh Total sensible gain 30998 Btuh Latent gain(ducts) 0 Btuh Latent gain (infiltration) 10177 Btuh Latent gain (ventilation) 0 Btuh Latent gain(internal/occupants/other) 1800 Btuh Total latent gain 11977 Btuh TOTAL HEAT GAIN 42975 Btuh 8th Edition s • .....• . . .•... .. •. . ...... `� Calings(4.89tj • • • ••••.. Walls(11.796} • •••• • • • • Qaars(0.5%} Btower;4.79;'t Latent inU4.2%) tnt.Gaint11.1%} n EnergyGauge® System Siting PREPARED BY: _ DATE: /_•� - % -- ,J/l (/,' EnergyGauge® / USRCZB v5.0 T-�) 0 - s- ) (' -- 1 2(4, May 9, 2019 Mr. Viju Koottungal CK Property Solutions, LLC 209 NE 95111 Street Suite 7 Miami Shores, Florida 33138 305-331-0432 cell Re: Residence Renovations 121 NE 961h Street, Miami Shores, Florida 33138 Existing Septic Tank & Drainfield Dear Mr. Koottungal, wAVELEIGH CURPGRA�ION FcF/� Fp y1©4 s�j Regarding the final construction completion of renovations to the property located at 121 NE 961h Street, Miami Shores, Florida 33138, the existing Septic tank and drainfield were functional prior to and after completion of the property renovations and as such were not found to require removal or replacement. This supersedes any presented design modifications that may have been previously provided for review by the building department. If you have any questions, pleae,,:pfi4act me at 954.483.3032. c���.0 � • C O,A�� Sincerely, •,�Fti�GY ���' . WARre,�jy�To • 28 [ 1 ♦ I\ Jeffrey N. Warm ♦.• V Sr. Architect j ' • , . Y ��'���' Florida AR No. 13828 ;wC'D� JaKt�w f 1825 N.W. 128" Avenue Pembroke Pines, Florida 33028 + FL AR: 13828 954.483.3032 + wavelel2h1baol.com `IN�'PECTION RECORD . Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Permit NO. RC-5-16-1241 Type: Worts Classification: Addition/Alteration Issue Date: 12/21/2016 I Expires: 06/19/2017 1 INSPECTION REQUESTS: (305)762-4949 or Log on at https://bidg.miamishoresvillage.comlcap REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Residential Construction 'I! iil s . Parcel #1132060132580 a kb Owner's Name: �60 N'tner's Phone: (305)758-3133 Job Address: 121 NE 96 Street Total Square Feet: 117 Kamm Shores- FL .� Alk Bond Number: 3286 I �". � otal Job Valuation: $ 64,000.00 bi' K IS ALLOWED: O DAY THROUGH FRIDAY, 8:00AM - 7:OOPM. Contractor(s) Phone Primary Contractor SATURDAY 8:OOAM - 6:0013M. CLEMDEL CONSTRUCTION CORP (305)856-4715 Yes I NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. t--�'.r, NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN T�E REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE �O RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE ':OF COMif"ENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE .OF COMMENCEMENT. 41' 11 r � Al INSPECTION RECOR INSPECTION DATE INSP Foundation Stemwall Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam Truss/Rafters GZ,Et?t2 1 } Roof Sheathing Bucks Windows/Doors Interior Framing - Insulation Ceiling Grid Drywall Firewall Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof Shutters Attachm-nt Final Shutters Rails and Guatdrai! ADA compliance DOCUMENTS Soil Bearing Cert _ ! Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS INSPECTION DATE INSP Zoning Final ZONING COMMENTS INSPECTION DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling Ro h Roug Telephone Rough Telephone Fi TV Roug TV Final Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final Service Work With ELECTRICAL COM ENTS INSPECTION DATE INSP Final Sprinkler Final Alarm PLUMBING M INSPECTION DATE INSP Rough Water Service 2nd Rough Top Out y1 iL Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains FIRS Final PLUMBING COMMEN S MECHANICAL INSPECTION DATE INSP Underground Pi e Rough Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater IJ Final Vacuum MECHANIeVISM ENTS emu, Rl� INSPECTION RECORD INSPECTION DATE INSP Foundation Stemwall Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing Bucks Windows/Doors Interior Framing Insulation Ceiling Grid Drywall Firewall Wire Lath Pool Steel Pool Deck IFinal Pool _ Final Fence Screen Enclosure Driveway Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shutters Rails and Guardrails ADA compliance EfAj Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS INSPECTION DATE INSP Zoning Final ZONING COMMENTS INSPECTION DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling Rough Rough Telephone Rough Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final Service Work With ELECTRICAL COMMENTS I■ III �I INSPECTION DATE INSP Final Sprinkler Final Alarm PLUMBING INSPECTION DATE INSP Rough Water Service 2nd Rough Top Out Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final PLUMBING COMMENTS INSPECTION DATE INSP Underground Pipe Rough Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum MECHANICAL COMMENTS