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RC-15-1151glaxyuc44. Loa 61-8 li1Ztintsmovva cis1151 A frt �ON1 �� -D r� Miami Shores Village g -�� 'TUFO. UG 02 2016 BUILDING PER IT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION Building Department Questions/Comments/Concerns 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 ue Smith, 786-253-2869 Tel: (305) 795-2204 Fax: (305) 756-8972 Monique INSPECTION LINE PHONE NUMBER: (305) 762-4949 tILAl" FBC201LI Master Permit No. I J I S I Sub Permit No. ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ?Z(i CONTRACTOR /JE /06 S City: Miami Shores County: Miami Dade ❑ EXTENSION ❑RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS Zip: Folio/Parcel#: Is the Building Historically Designated: Yes Occupancy Type: Load: NO ►/ Construction Type: Flood Zone: BFE: FFE: Phone#: 784 - 263-'2-869 OWNER: Name (Fee Simple Titleholder): �I AL�/V I a`t �LZ//L)6 Address: f 2:2-10 /V e- coo ..sT . City: 14l S ✓2.rc-S Tenant/Lessee Name: Email: 14-1,4 ,4 State: Fis Zip: 3 3 / 3 e - ® a OEC (,) J I cR CONTRACTOR: Company Name: Address: 0 Phone#: Nor acoami OIC Phone#: 1)a0 &)(0( 62 �`� City: � `(� � ° ..�-St-"a�t�e: Zip: /"_,., Qualifier Name: \ �, I Phone# ICJ'(401 �€ � � i 2Q 0 State Certification or Registration #: i S) ' Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 2. �� ®' Square/Linear Footage of Work: li (3 O Type of Work: ❑ Addition ❑ Alteration Description of Work: i' -L P L- !q" C 2 EX/ S% /AI 6 M -77 -is (g) Aiv € -( TCA -1-0-1 D 0 wM-L 3 Ufl rA- gel 6 e.DeZo o'- ; C .eze, A- 2 /3 et, R_Doa-LS) yQ.e-F/ AIIS/ /A006 / ci S ! vA TE Specify color of color thru tile: - P, > N 60GJ t V �' P1 -l A/ / Submittal Fee $ DO . Jed Permit Fee $ CCF $ ( 8k3 co/as 1 93 . ❑ New ❑ Repair/Replace ❑ Demolition Scanning Fee $ 1 I Radon Fee $ ( ' -�y DBPR $ 1 2 ° 31 Notary$ 503 Technology Fee $ 2- 2 • 0 Training/Education Fee $ 6 ° G 0 Double Fee $ Structural Reviews $ 16(3° Cep a 0 cz 12-C/ ' CA 80 ° A) -n Bond $ ° CO moi? �F 2-00- 00 a(70G) (Revised02/24/2014) TOTAL FEE NOW DUE $ ,C'LU - 92_ t. Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 m st be posted at the job site for the fi t inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection be approved and a rei spection will be charged. Signat OWNER or AGENT The foregoing instrument/Lwas acknowledged before me this 2nd day of AUG G U S T_ , 20 47 , by -lO J)' U( /4. CM/711, who is personally known to me or who has produced as identification a C•iwho did take an oath. NOTARY PUBL Sign: Print: Seal: APPROVED BY (Revised02/24/2014) &Y PO Notary ?i!b!ir State of Fionda Siildin Alvarez " a I My Ct r omissioot FF 156750 ,r<`pFrto'" Expires 00103/2018 1 CONTRACTO The foregoing instrument was acknowledged before me this 91,VV day of -STD , 20 by q 1/C-FLINV A, 5. ev-i who is personally known to IZ—idme or who has produced jGk--- 'DQk VIZ— identification entification and who did take an oath. NOTARY PUBLIC: �,,,,.• 3p3iy1�`I 3,./ • cat bv. 092: ' L 6� Sign: Print: Seal: as 's `6 '':ViSSIV '900(' : �% �i�frrlts S'N31�d`0 ********************************************************* Plans Examiner Structural Review Zoning Clerk Detail by Entity Name Page 1 of 2 FLORIDA DEPARTMENT OF STATE DI ISO OR CDRPO'kTIO\S 5'"1'. Detail by Entity Name Florida Limited Liability Company VALDMA HOLDING, LLC Filing Information Document Number 113000131507 FEUEIN Number N/A Date Filed 09/17/2013 State FL Status ACTIVE Last Event REINSTATEMENT Event Date Filed 01/06/2015 Principal Address GARDSV 12 182 75 STOCKSUND, SWEDEN XX Mailing Address 9200 S. DADELAND BLVD. SUITE 508 MIAMI, FL 33156 Changed: 04/16/2014 Registered Agent Name & Address KUKER, HOWARD L, ESQ. 9200 S. DADELAND BLVD. SUITE 508 MIAMI, FL 33156 Name Changed: 01/06/2015 Address Changed: 04/16/2014 Authorized Persons) Detail Name & Address Title MGR LENNEN, JENS GARDSV 12 182 75 STOCKSUND SWEDEN XX Annual Reports Report Year Filed Date 2014 01/06/2015 2015 01/06/2015 Document Images 01/06/2015 — REINSTATEMENT 04/16/2014 — LC Amendment 09/17/2013 -- Florida Limited Liability View image in PDF format View image in PDF format VOW image in PDF format http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 4/25/2015 VALDIVIA HOLDING LLC May 23, 2014 Property: 1226 NE 100 ST, Miami, FL, USA LIMITED POWER OF ATTORNEY FOR SEBASTIAN ACOSTA Sebastian Acosta will manage and be the project leader and will be responsible for the day-to-day details necessary to complete the Project. Sebastian Acosta will be responsible for arranging all necessary permissions and permits that are needed for refurbishment and extension of the property. Sebastian Acosta will handle the project and have power of attorney for all decisions related to the work involved, including but not exclusive to, applying for/obtaining any necessary permits needed during the total renovation of the property including: -Renovation, roof repair -Remodeling and expansion of the kitchen -Changes of floor in bedroom on first floor. -New bathrooms -Tent termites, pressure cleaning, condensing -Electrical work entire house -Fixing ceilings and interior and exterior painting. -Plumbing - Pool, engines, tile cleaning, -New wall for making two bedrooms on second floor -New facade, ladder, lights, -New exterior with landscaping Sincerely Jens Lennen Valdivia Holding (Valdivia) c/o Howard L. Kuker located at 9200 S Dadeland Blvd, , 508 Dadeland Towers North, Miami, FL 33156- 2723 USA Jens.lennen@valdiviaholdinx.se +46735405757 L the underskined, Anne -Nark) Sonde, Notary Public of the City of Stockholm, Sweden, hereby certify that JENS LENNEN has Issued and signed the foregoing document Fee 200.-4 Stockholm 23.052014 C s KORKORT SVERIGE 1. LENIN 2. JENS DAVID 3. 14356-114-08 4a. 2007-03-23 4e. Vagwetteil 49.2017-04-15 4d. 8996642/W 6. 899406-0330 Property Search Application - Miami-Dade County OFFICE OFT HEPROPERTY APPRAISER Page 1 of 1 Summary Report Property Information Folio: 11-3205-009-0060 Property Address: 1226 NE 100 ST Owner VALDIVIA HOLDING LLC CIO MELLAW REGISTERED AGANTS LLC Mailing Address 2601 S BAYSHORE DR #850 COCONUT GROVE , FL 33133 Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 2 /2 /0 Floors 1 Living Units 1 Actual Area 2,568 Sq.Ft Living Area 2,085 Sq.Ft Adjusted Area 2,207 Sq.Ft Lot Size 8,175 Sq.Ft Year Built 1953 Assessment Information Year 2014 2013 2012 Land Value $220,401 $148,975 $142,036 Building Value $152,129 $153,375 $177,211 XF Value $1,287 $1,298 $1,684 Market Value $373,817 $303,648 $320,931 Assessed Value $373,817 $303,648 $320,931 Benefits Information Benefit Type 2014 2013 2012 Note: Not all benefits are applicable to all Taxable Values (Le. County, School Board, City, Regional). Short Legal Description 5 53 42 EARLETON SHORES PB 43-80 LOT 6 BLK 1 LOT SIZE 75.000 X 109 OR 19821-0337 07 2001 4 Generated On : 5/13/2015 Taxable Value Information Previous 2014 2013 2012 County Exemption Value $0 $0 $0 Taxable Value $373,817 $303,648 $320,931 School Board Exemption Value $0 $0 $0 Taxable Value $373,817 $303,648 $320,931 City Exemption Value $0 $0 $0 Taxable Value $373,817 $303,648 $320,931 Regional Exemption Value $0 $0 $0 Taxable Value $373,817 $303,648 $320,931 Sales Information Previous PriceSale OR Book- Page Qualification Description 03/18/2014 $500,500 29105-2998 Financial inst or "In Lieu of Forclosure" stated 06/03/2013 $472,100 28696-1914 Financial inst or "In Lieu of Forclosure" stated 03/01/2004 $425,000 22198-1524 2008 and prior year sales; Qual by exam of deed 07/01/2001 $0 19821-0337 Qual by exam of deed 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 Version: http://www.miamidade.gov/propertysearch/ 5/13/2015 VALDIVA HOLDING, LLC. 28 July, 2016 RE: 1226 NE 100 ST LIMITED POWER OF ATTORNEY FOR MONIQUE H. SMITH Valdivia Holding LLC Registered Agent Name & Address KUKER, HOWARD L, ESQ. 9200 S. DADELAND BLVD. SUITE 508 MIAMI, FL 33156 Telephone: (305) 670-0987 Facsimile: (305) 670-1450 hlkuker@kwglawoffices.com POA for: Unique Homes of Florida, LLC Attn: Monique H. Smith 1000 Quayside Terr., #1210 Miami, FL 33138 Cell 786-253-2869 MoniqueHSmith@att. net Monique H Smith, has the right and power of attorney to sign for Valdivia Holding LLC and Mr Jens David Lennen regarding Building permit applications for the property owned by Valdivia Holding, on 1226 NE 100 ST, Miami Shores. Monique H. Smith will have the power of attorney related to the work involved, including but not exclusive to, applying for/obtaining any necessary permits needed during the total renovation of the property including: -Renovation, roof repair -Remodeling and expansion of the kitchen - Changes of floor in bedroom on first floor. -New bathrooms -Tent termites, pressure cleaning, condensing -Electrical work entire house -Fixing ceilings and interior and exterior painting. - Plumbing - Pool, engines, tile cleaning, -New wall for making two bedrooms on second floor -New facade, ladder, lights, -New exterior with landscaping Sincerely,/ JensDavid Lennert; 4% By: Tliis is to certify that Mr Jens David Lennen hc: signed his name on this document. Stockholm July 29, 2016 Vas Renovations, Inc Kenia Sorto Cgc 1512905 750 NW 25 Ave Miami, Fl 33125 State of Florida County Miami Dade county Before me this day personally appeared Kenia Sorto who, being duly sworn, dispose and says: That he or she will be the only person working on the project located at 1226 NE 100 St iami Shores, Fl 33138. enia Sorto The foregoing instrument was acknowledged before me this 28th day of July, 2016 by Kenia Sorto, who is personally known to me or who has produced Florida Driver License as identification and who did take an oath. NOTARY PUBUC: Sign: Print: Seal: Miami Shores Village Building Department 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 SIGNkNc BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: wner State of Florida County of Miami -Dade /iG"-) Thefoegoing was acknowledge before me this n 2- day of M , 20 1 ' . By who is personally known to me or has produced as identification. ,,mer 4PRY Ppb Notary public State of Florida Sindia A.Ivarez o Commission FF 106750 qCroExpires 0010312018 � v, n "eo rtye•yT' M1 rv. INSPECTION RECORD Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 POST ON SITE Permit NO. RC -5-15-1151 INSPECTION REQUESTS: (305)762-4949 or Log on at https://bldg.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. Expires: 06/ / lora to . 17 Residential Construction Parcel #:1132050090060 Owner's Name: Job Address: 1226 NE 100 Street JVliami Shores. FL 33138-2604 Bond Number: 3292 Owner's Phone: Total Square Feet: 1250 Total Job Valuation: $ 27,350.00 Contractor(s) VAS RENOVATIONS INC Phone Primary Contractor (786)306-8027 Yes WORK IS ALLOWED: MONDAY THROUGH FRIDAY, 8:OOAM - 7:OOPM. SATURDAY 8:OOAM - 6:OOPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. lj Na NSPECTIO WILL BE MADE UNLESS THE PERMIT CAR IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE T AT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. ESSMAL ROMA TON UCENSmo STONE - ik oaA orsklioon,FF� - rttiM_: _ F. 0 ION kit moi. A*Ro' Ike lIN E Val"- $ Nit D//Cie/ e DAVID A. DACOUISTO, AICP DEVELOPMENT ORDER File Number: PZ -1 1-14-2014149 Property Address: 1226 NE 100th Street Property Owner/Applicant: Address: Agent: Address: Valdivia Holding LLC. Jens Lennen Mgr. 2601 S. Bayshore Drive #850, Coconut Grove, FL 33133 Sebastian Acosta 1226 NE 100th Street Whereas, the applicant Valdivia Holding LLC, Jens Lennen Mgr. (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. Sec. 534 and Sec. 600. Site plan review and approval required. First story addition. Whereas, a public hearing was held on January 22, 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 construct a 260 sq. ft. bedroom and bathroom addition. 2) The driveway shall be located outside the required 10 ft. side yard setback. Page 1 of 2 3) The sidewalk in side yard shall not exceed 3 ft. in width and must be kept out of the easement. 4) All unpermitted hard surface to be removed from required side yards and utility easement and replaced with grass. 5) Applicant to obtain all required building permits before beginning work. 6) 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. 7) Landscaping shall be compliant with Division 17 of Appendix A, Village of Miami Shores Code of Ordinances. The applicant shall not vary the approved landscape plan without planning board approval except the planning director may approve modifications administratively where modification to the landscape plan is necessary to comply with Division 17. 8) Artificial turf/grass is not permitted. 9) Landscaping shown on the landscape plan shall be installed and completed within one (1) year of the issuance of the certificate of completion by the building official. 10) Applicant to meet all applicable code provisions at the time of permitting. 11) 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. The application with conditions was passed and adopted this 22`h day of January, 2015 by the Planning and Zoning Board as follows: Mr. Abramitis Yes Mr. Busta Yes Mr. Reese Yes Mr. Zelkowitz Absent Chairman Fernandez Yes chard M. Fernandez Chairman. Planning n oard Paye 2 of H®LLMANN ARCHITECTURE INC 1400 E Oakland Park Blvd, Suite 108 Fort Lauderdale, FL 33334 July 27, 2015 City of Miami Shores Village Building Department Review Re: 1226 NE 100 St Miami Shores, FL PERMIT: RC15.1151 Building — Please note that the scope of work changed, the owner has decided not; to proceed with the addition to the house, the scope will be limited to a renovation of the existing house. 1. This building may be located in a special flood hazard area. Please provide a survey and an elevation certificate by a State of Florida license surveyor. R. Owner will provide. 2. Sheet SP.100. Reflect the location of all utilities providing service to the building as required under section 8-10 of the Miami Dade County Code. R. Corrected See Revised Site plan - SP.100. 3. Sheet SP 100. According to the note for the driveway the concrete is to be polish. Concrete driveways should be slip resistant. R. Scope changed. Driveway is existing to remain 4. What is the band reflected on the perimeter of the driveway? R. Scope changed. Driveway is existing to remain 5. On sheet A-1 00. The finish floor elevation is shown as 0'+00", sheet A 101 the finish floor elevation for the second floor is shown as +6'-00". What is the ceiling high in the toilet room and laundry room in the garage area? - R. The laundry closet is in the garage; the Finished floor of the garage is +/- 3.3'- The ceiling height of the laundry closet is 8'-0" 6. Sheet A-103. Demolition plan. Are any of the walls to be demolished a load bearing wall? Is so provide a note requiring the contractor to provide a shoring plan and a letter from an engineer certifying that the he or she has inspected the shoring prior to demolishing any load bearing wall section. R. None of the walls / partition to be removed are load bearing walls.. 7. Sheet A-105 and 106. Provide dimensions of all rooms, closets and hallways. R. Corrected. 8. Sheet A-105. What are the black squares along the exterior walls? R. Scope changed. Black squares removed. (they indicated a tray ceiling) 9. Sheet S-001. Provide original signed and sealed geo technical report and recommendations as required under note 31 .23.01 R. Scope changed. There will be no addition to the building. 10. Sheet S.101. Provide details and specifications for the connection of the new WF -24 to existing wall footing. R. Scope changed. There will be no addition to the building. 11. Sheet S.200. Section 2. The beam section is incomplete R. Scope changed. There will be no addition to the building. 12. Sheet S.200. Existing wood rafters to be embedded in the concrete should be protected. R. Scope changed. There will be no addition to the building. 13. Provide details and specifications for the new cricket. R. R. Scope changed. There will be no addition to the building. 14. Provide details and specifications for all wood to wood and wood to concrete connections. R. R. Scope changed. There will be no addition to the building. 15. Cloud in all changes, do not remove void sheets. PERMIT RC15-1151 1 Electrical Please note that the scope of work changed, the owner has decided not to proceed with the addition to the house, the scope will be limited to a renovation of the existing house. 1. What is the load on ckt. A 39? R. The Toad is Landscape lights. See E.100 2. Show arc. Fault breaker locations. R. Note was provided on electrical legend. Plumbing Please note that the scope of work changed, the owner has decided not to proceed with the house, the scope will be limited to a renovation of the existing house. the addition to 1. FBC FG 402.Provide gas isometric for gas service; include gas piping material, sizing, length and total BTU's of all equipment to be connected. Compliance with this section. equipment is existing to remain. Gas is not part of the scope of this project. 2. FBCR P2705.1 Show fixture clearance for water closets, tubs, lavatories, bidets etc See revised P.200 3. FBCR P2708.1 Provide shower compartment size shall have a minimum of 900 square inches. R. Corrected. See revised P.200 total developed R. All gas R. Corrected. Structural Please note that the scope of work changed, the owner has decided not to proceed with the addition to the house, the scope will be limited to a renovation of the existing house. The structural pages for the addition were removed from the set. Shall you have any question please give us a call. PERMIT RC15-1151 2 Valdivia Holdings, LLC c/o Agent: Monique Smith, UniqueHomes.xyz 1226 NE 100 Street Miami Shores, FL 33138 Costs of Renovation Item/Room Unit Cost Total Cost Demo/Removal of baths & kitchen $3,000 Moving bedroom/bath walls $1,500 Refinish wood floors $3,500 2 bathrooms, each tile $1,500 fixtures/faucets $1,500 cabinets $500 Kitchen subtotal, ea. $3,500 $7,000 cabinets $7,500 countertops $2,000 appliances $2,500 faucet & pulls $350 subtotal $12,350 Grand Total Other Permits Mechanical Electrical Plumbing Paint Impact Doors Driveway $27,350 $ l $8,900 $6,500 $3,500 $6,000 B AUG 0 2 2016 Certificate of Completion Miami Shores Village 10050 NE 2 Ave, Miami Shores FL, 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Date Issued Occupancy Load Occupancy Type Applicable Code 1226 NE 100 ST Miami Shores FL 33138 Not Transferable POST IN A CONSPICUOUS PLACE INSPECTION RECORD Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 POST ON SITE Permit NO. RC -5-15-1151 Permit Type: Residential "Construction Work Classification: Alteration Issue Date: 12/30/2016 Expires: 06/28/2017 INSPECTION REQUESTS: (305)762-4949 or Log tOt at int'1(ps://idflgrrtiii[misnoreavillag REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FCR THE FOLLOWING BUSINESS DAY4' Requests must be received by 3 pm for following day inSpect(ons.4' Residential Construction -Parcel #:1132050090060 Owner's Name: Job Address: 1226 NE 100 Street Miami Shored FI 33138-2604 Bond Number: 3292 Owner's Phone: Total Square Feet: Total Job Valuation: 1250 $ 27,350.00 Contractor(s) Phone Primary Contractor VAS RENOVATIONS INC (786)306-8027 Yes WORK IS ALLOWED: MONDAY THROUGH FRIDAY, 8:OOAM - 7:OOPM. SATURDAY 8:OOAM - 6:OOPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. 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 THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. ‘ofr , ,\\) fr-k-t- + 01/((h2 INSPECTION RECORD STRUCTURAL INSPECTION DATE INSP Foundation Stemwall Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing Bucks Windows/Doors Interior Framing CJI( J 12 - Insulation Ceiling Grid Drywall Firewall #41,2 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 Attachment Final Shutters Rails and Guardrails ADA compliance DOCUME Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS Zoning Final ZONING COMMENTS INSPECTION ELECTRICAL DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling Rough" 9f._ 4 Telephone Rough Telephone Final TV Roug Cabl g Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final Service Work With FINAL ELECTRICAL COMMENTS PLUMBING INSPECTION DATE INSP Rough Water Service 2nd Rough Top Out Fire Sprinklers Septic Tank rLfr Sewer Hook-up Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final FINAL /1'-' 2Ap PLUMBING COMMENTS MECHANICAL INSPECTION DATE INSP Underground Pipe Roughql Ventilation Rough 3` Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater I Final Vacuum MECHANICAL COMMENTS H®LLMANN ARCHITECTURE INC 1400 E Oakland Park Blvd, Suite 108 Fort Lauderdale, FL 33334 Jan 25, 2016 City of Miami Shores Village Building Department Review Re: 1226 NE 100 St Miami Shores, FL PERMIT: RC15-1151 Building — Building Comments: Ismael Naranjo. 1, Sheet A-105 and 106. Provide dimensions of all rooms, closets and hallways. R. Corrected. Planning & Zoning Comments: David Dacquisto 1. SIDEWALK CAN NOT EXCEED 5 FT WITHIN THE 10 FT SIDE YARD SETBACK R. Corrected. Structural Comments: Orlando Blanco 1. FBC Provide site specific wind loads calc's or a generic wind load calc's using worst case loading in compliance with the HVHZ provisions of section 1620, of the FBC 5TH EDITION (2014), signed & sealed by Florida Registered architect or engineer, to determine the maximum wind design pressure for all exterior doors and windows, skylights, store front system and/or shutters. R. Corrected. Calculations provided. 2. Structural wind load calc's required to comply with Florida administrative code section 61G15-23. Original signature, date and seal are required on both sets. R. Corrected, Signed Calculations provided. Shall you have any question please give us a call. Sincerely Andres Hollmann P.A.94333 • • • . • • • • .• ••• . • . . . •• •• 400. •• . . . •• • •0• . • •0• • •• . • • •• • • •• • • • • 00• • • • . • •0 • • •• • . • • • . • •• • . • • • PERMIT RC15-1151 •0• . . . • 00•• ID • •• •• •• • • •• • •0• • • • • • • • • • •• • • • • • •• •• • • • •• •• •0• • • • 4000 • • 1 sc-1 HOLLMANN ARCHITECTURE JOB TITLE 1226 NE 100 ST ADDITION 1400 E OAKLAND PARK BLVD, SUITE 108 MIAMI SHORES VILLAGE FORT LAUDERDALE, FL, 33334 JOB NO. 14152 SHEET NO. 954.566.9708 CALCULATED BY A.H. DATE ANDRES HOLLMANN P.A. 94333 CHECKED BY A.H. DATE STRUCTURAL CALCULATIONS FOR 1226 NE 100 ST ADDITION MIAMI SHORES VILLAGE INDEX PAGES CODE SUMARY, WIND LOADS PAGES 2-4 WIND LOADS - MWFRS PAGES 5 THROUGH 8 LOADS PAGES 9 -10 CODE SUMMARY PAGES 11-12 • . • . • . . . •• . ... . • sc-2 HOLLMANN ARCHITECTURE JOB TITLE 1226 NE 100 ST ADDITION 1400 E OAKLAND PARK BLVD, SUITE 108 MIAMI SHORES VILLAGE FORT LAUDERDALE, FL, 33334 JOB NO. 14152 SHEET NO. 954.566.9708 CALCULATED BY A.H. DATE ANDRES HOLLMANN P.A. 94333 CHECKED BY A.H. DATE Code Search, Code: Florida Building Code 2010 - High Velocity Zon Occupancy: Occupancy Group = R Residential Risk Category & Importance Factors: Risk Category = 11 Wind factor = 1.00 Snow factor = 1.00 Seismic factor = 1.00 Type of Construction: Fire Rating: Roof = Floor = Building Geometry: Roof angle (6) Building length (L) Least width (B) Mean Roof Ht (h) Parapet ht above grd Minimum parapet ht Live Loads: 0.0 hr 0.0 hr 2.50 / 12 55.0 ft 20.0 ft 12.7 ft 0.0 ft 0.0 ft 11.8 deg Roof 0 to 200 sf: 20 psf use 30.0 psf 200 to 600 sf: 30 psf over 600 sf: 30 psf Floor: Typical Floor 40 psf Partitions N/A Habitable attics & sleeping areas 30 psf Attics without storage 10 psf Attics with storage 20 psf Balconies serving private units 60 psf Roofs used for assembly 100 psf Roofs used for roof gardens 100 psf • • • • • • • • • www.struware.com •• ••• • • • • • •• •• ••• •• • • • •• • ••• • • ••• • • • • • • •• • • • • • • ••• • • • • • •• • • •• • • • • • • • •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • •.. • • , HOLLMANN ARCHITECTURE 1400 E OAKLAND PARK BLVD, SUITE 108 FORT LAUDERDALE, FL, 33334 954.566.9708 ANDRES HOLLMANN P.A. 94333 sc-3 JOB TITLE 1226 NE 100 ST ADDITION MIAMI SHORES VILLAGE JOB NO. 14152 SHEET NO. CALCULATED BY AH. DATE CHECKED BY AH. DATE Wind Loads : Ultimate Wind Speed Nominal Wind Speed Risk Category Exposure Category Enclosure Classif. Internal pressure Directionality (Kd) Kh case 1 Kh case 2 Type of roof ASCE 7 - 10 175 mph 135.6 mph II D Enclosed Building +/-0.18 0.85 1.030 1.030 Monoslope Tocoaraphic Factor (Kztl Topography Hill Height (H) Half Hill Length (Lh) Actual H/Lh = Use H/Lh Modified Lh = From top of crest: x = Bldg up/down wind? H/Lh= 0.50 x/Lh = 0.31 z/Lh = 0.09 At Mean Roof Ht: Flat 80.0 ft 100.0 ft 0.80 0.50 160.0 ft 50.0 ft downwind Ki = 0.000 K2 = 0.792 K3 = 1.000 Kzt = (1+K1K2K3)^2 = 1.00 Gust Effect Factor h= 12.7ft B = 20.0 ft /z (0.6h) = 7.6 ft Rigid Structure e = 0.13 znvn = c= gQ, gv = LZ = Q= Iz= G= 650 ft 7ft 0.13 3.4 541.2 ft 0.95 0.16 0.90 use G = 0.85 Speed-up x(downwind) 2D RIDGE or 3D AXISYMMETRICAL HILL Flexible structure if natural frequency < 1 Hz (T > 1 second). However, If building h/B < 4 then probably rigid structure (rule of thumb). h/B = 0.64 Rigid structure G = 0.85 Using rigid structure default Flexible or Dynamically Sensitive Structure Natural Frequency (rl,) = 0.0 Hz Damping ratio (R) = /b= /a = Vz = N1 = Rn = Rh = RB = RL = gR = R = G = 0 0.80 0.11 174.5 0.00 0.000 28.282 28.282 28.282 0.000 0.000 0.000 . •• ••• • • • • • •• • • • •rp= :02)04 •• ••• •• n = 0.000 n = o.000 • • • • • • • • • ••• • ••• • : ti= : 112.7 ft •. . •• • .•• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • . • •• •• ••• • • • • • • ••• • • • • • •• •• •• • • • •• • • • • • • • • • • • • • •• •• HOLLMANN ARCHITECTURE 1400 E OAKLAND PARK BLVD, SUITE 108 FORT LAUDERDALE, FL, 33334 954.566.9708 ANDRES HOLLMANN P.A. 94333 se -4 JOB TITLE 1226 NE 100 ST ADDITION MIAMI SHORES VILLAGE JOB NO. 14152 CALCULATED BY AH. CHECKED BY AH. SHEET NO. DATE DATE Enclosure Classification Test for Enclosed Building: A building that does not qualify as open or partially enclosed. Test for Oben Building: Test for Partially Enclosed Building: All walls are at least 80% open. Ao z 0.8Ag Input Ao 0.0 sf Ag 0.0 sf Aoi 0.0 sf Agi 0.0 sf Ao a 1.1 Aoi Ao > 4' or 0.01Ag Aoi / Agi 5 0.20 Test YES NO NO Building is NOT Partially Enclosed Conditions to qualify as Partially Enclosed Building. Must satisfy all of the following: Aoa1.1Aoi Ao > smaller of 4' or 0.01 Ag Aoi /Agi 5 0.20 Where: Ao = the total area of openings in a wall that receives positive external pressure. Ag = the gross area of that wall in which Ao is identified. Aoi = the sum of the areas of openings in the building envelope (walls and roof) not including Ao. Agi = the sum of the gross surface areas of the building envelope (walls and roof) not including Ag. Reduction Factor for lame volume partially enclosed buildinus (RD : If the partially enclosed building contains a single room that is unpartitioned , the internal pressure coefficient may be multiplied by the reduction factor Ri. Total area of all wall & roof openings (Aog): Unpartitioned internal volume (Vi) : Ri = 0 sf 0 cf 1.00 Altitude adjustment to constant 0.00256 (caution - see code) : Altitude = Constant = 0 feet 0.00256 Average Air Density = • 0.0765 Ibm/ft3 .• ••• • • • • • •• • • • • • • •• ••• •• • • • • ••• • • • • • • • • • • • ••• • • •• • • •• • • • •• • • • • • •• ••• • • • • • • • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • • • • • • • •• •• HOLLMANN ARCHITECTURE 1400 E OAKLAND PARK BLVD, SUITE 108 FORT LAUDERDALE, FL, 33334 954.566.9708 ANDRES HOLLMANN P.A. 94333 sc-5 JOB TITLE 1226 NE 100 ST ADDITION MIAMI SHORES VILLAGE JOB No. 14152 SHEET NO. CALCULATED BY A.H. DATE CHECKED BY A.H. DATE Wind Loads - MWFRS 1.1601 (Low-rise Buildings) Enclosed/partially enclosed only Kz = Kh (case 1) = Base pressure (qh) = GCpi = 1.03 68.7 psf +/-0.18 Wind Pressure Coefficients Edge Strip (a) = End Zone (2a) = Zone 2 length = 3.0 ft 6.0 ft 10.0 ft Surface CASE A 19.1 CASE B -43.3 GCpf 8= 11.8 deg w/-GCpi w/+GCpi GCpf w/-GCpi w/+GCpi 1 0.46 0.64 0.28 -37.8 -0.45 -0.27 -0.63 2 -0.69 -0.51 -0.87 -0.69 -0.51 -0.87 3 -0.42 -0.24 -0.60 -0.37 -0.19 -0.55 4 -0.35 -0.17 -0.53 -45.3 -0.45 -0.27 -0.63 5 -85.8 -29.0 -53.7 0.40 0.58 0.22 6 -20.6 -45.3 -0.29 -0.11 -0.47 CT) CAACA) N-1. mmmmmm 0.70 0.88 0.52 -17.2 -0.48 -0.30 -0.66 -1.07 -0.89 -1.25 -1.07 -0.89 -1.25 -0.60 -0.42 -0.78 -0.53 -0.35 -0.71 -0.52 -0.34 -0.70 -0.48 -0.30 -0.66 0.61 0.79 0.43 -0.43 -0.25 -0.61 Ultimate Wind Surface Pressures (psf) 1 43.8 19.1 -18.5 -43.3 2 -35.0 -59.7 -35.0 -59.7 3 -16.5 -41.2 -13.0 -37.8 4 -11.9 -36.6 -18.5 -43.3 5 39.8 15.1 6 -7.6 -32.3 CACnACAN— mmmmmm 60.1 35.4 -20.6 -45.3 -61.1 -85.8 -61.1 -85.8 -29.0 -53.7 -24.0 -48.7 -23.7 -48.4 -20.6 -45.3 54.2 29.5 -17.2 -41.9 Parapet Windward parapet = 0.0 psf (GCpn = +1.5) Leeward parapet = 0.0 psf (GCpn = -1.0) Horizontal MWFRS Simple Diaphraam Pressures (psfl Transverse direction (normal to L) Interior Zone: Wall 55.7 psf Roof -18.6 psf " End Zone: Wall 83.8 psf Roof -32.1 psf "* Longitudinal direction (parallel to L) Interior Zone: Wall 47.4 psf End Zone: Wall 71.4 psf ** NOTE: Total horiz force shall not be less than that determined by neglecting roof forces (except for MWFRS moment frames). The code requires the MWFRS be designed for a min ultimate force of 16 psf multiplied by the wall area plus an 8 psf force applied to the vertical projection of the roof. Windward roof overhangs = 48.1 psf (upward) add to windward roof pressure WINDWARD OVERHANG S 5 T WINDWARD ROOF II 11 1 I t tL.EEW1 RDrR00' t VERTICAL SO o: ZONE • TRANSVERSE ELEVATION •• ••• • • • • • •• H IWlHDWARIlRcU • • • • • • • j II ' II 'L WARDRC�OF a 1f2 or ZONE 2 • ••• • • ••• • • • • • • • • • • • ••• • • • • • • • • tOMITUDlllAf it.EVAtlOIt • • ••• • • • • ••• • • • • • • • • • • ••• • • • • • •• •• • • • • • ••• • • • • • • • • • • • • • •• •• HOLLMANN ARCHITECTURE 1400 E OAKLAND PARK BLVD, SUITE 108 FORT LAUDERDALE, FL, 33334 954.566.9708 ANDRES HOLLMANN P.A. 94333 sc-6 Joe TITLE 1226 NE 100 ST ADDITION MIAMI SHORES VILLAGE JOB No. 14152 CALCULATED BY A.H. CHECKED BY A.H. SHEET NO. DATE DATE Location of MWFRS Wind Pressure Zones CASE A RANGE ZONE 2: lessor of 0.5Bor2.5h If 2 is negative 4E 3E WIND DIRECTION RANGE NOTE: Torsional loads are 25% of zones 1 - 6. See code for loading diagram. ASCE 7 -99 and ASCE 7-10 (& later) ZONE 2: lessor of' 05Bor25h If 2 is negative Transverse Direction 4E CASE B Longitudinal Direction NOTE: Torsional Toads are 25% of zones 1 - 4. See code for loading diagram. ASCE 7 02 and ASCE 7 05 • • • • . • • 1 W1NDDIRECTION •• .•. . . • . . •• •• ••• .. . .... ••.. •. • •• • • • • • .. •• • •••.. . • • .. •• ....• •• • • ••. •••• • • .••• ••••••• • • • •... • • •• • •• •• •••• •• •• •• • •• . . . . • •••• • ••••••• • • •••• .•. •• . • ••• •• • HOLLMANN ARCHITECTURE 1400 E OAKLAND PARK BLVD, SUITE 108 FORT LAUDERDALE, FL, 33334 954.566.9708 ANDRES HOLLMANN P.A. 94333 sc-7 JOB TITLE 1226 NE 100 ST ADDITION MIAMI SHORES VILLAGE JOB NO. 14152 CALCULATED BY A.H. CHECKED BY A.H. SHEET NO. DATE DATE Wind Loads - Components & Cladding : h <= 60' Kh (case 1) = 1.03 h = Base pressure (qh) = 68.7 psf a = Minimum parapet ht = 0.0 ft GCpi = Roof Angle (8) = 11.8 deg Type of roof = Monoslope Roof Area Negative Zone 1 Negative Zone 2 Negative Zone 3 Positive All Zones Para e Ultimate Wind Pressures 12.7 ft 3.O ft +1-0.18 GCp +1- GCpi Surface Pressure (psf) User Input 10 sf 50 sf 100 sf 10 sf 50 sf 100 sf 75 sf 500 sf -1.48 -1.34 -1.28 -101.6 -92.0 -87.9 -89.6 -87.9 -1.78 -1.50 -1.38 -122.2 -103.0 -94.7 -98.2 -94.7 -3.08 -2.45 -2.18 -211.5 -168.3 -149.7 -157.4 -149.7 0.58 0.51 0.48 39.8 35.0 33.0 33.8 33.0 qp = 0.O psf CASE A = pressure towards building (pos) CASE B = pressure away from bldg (neg) Walls Area Negative Zone 4 Negative Zone 5 Positive Zone 4 & 5 GCp +1- GCpi Surface Pressure (psf) User Input Solid Parapet Pressure 10 sf 100 sf 500 sf 40 sf ::ASE A : Interior zone: 0.0 0.0 0.0 0.0 Comer zone: 0.0 0.0 0.0 0.0 SASE B : Interior zone: 0.0 0.0 0.0 0.0 Corner zone: 0.0 0.0 0.0 0.0 GCp +1- GCpi Surface Pressure (psf) User input 10 sf 100 sf 500 sf 10 sf 100 sf 500 sf _ 50 sf 200 sf -1.28 -1.10 -0.98 -87.9 -75.8 -67.3 -79.4 -72.1 -1.58 -1.23 -0.98 -108.5 -84.2 -67.3 -91.5 -76.9 1.18 1.00 0.88 81.0 68.9 60.4 72.5 65.2 • •• ••• • • • • • •• • • • • • • • • •• •••• •• • • • •• • ••• • • ••• • • • • • • • • • • • • • ••• • • • • • •• • • •• •• • • • • • •• • •• • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • HOLLMANN ARCHITECTURE 1400 E OAKLAND PARK BLVD, SUITE 108 FORT LAUDERDALE, FL, 33334 954.566.9708 ANDRES HOLLMANN P.A. 94333 JOB TITLE 1226 NE 100 ST ADDITION MIAMI SHORES VILLAGE sc-8 JOB NO. 14152 SHEET NO. CALCULATED BY A.H. DATE CHECKED BY A.H. DATE Location of C&C Wind Pressure Zones Roofs w/ a 510° and all walls h>60' a --- --1 3iI .f_ -r ---1 Q 2 Monoslope roofs 10°<8 5 30° h 5 60' & sit design h<90' a Wails h 5 60' & sit design h<90' Multispan Gable & Gable 7° < 9 5 45° a Gable, Sawtooth and Multispan Gable e s 7 degrees & Monoslope 5 3 degrees h 5 60' & sit design h<90' Hip 7° < e 5 27° Ultimate Wind Pressures 2' Q 2a Ea— I9 i la r —015 Monoslope roofs 3°<g510° h 5 60' & sit design h<90' A BCD Sawtooth 10° < 0 5 45° h 5 60' & sit design h<90' Stepped roofs e 5 3° h 5 60' & alt design h<90' • ••• • • ••• • • • • • • • • • • • • • ••• • • • • • •• • • •• • • • • • • • •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • HOLLMANN ARCHITECTURE 1400 E OAKLAND PARK BLVD, SUITE 108 FORT LAUDERDALE, FL, 33334 954.566.9708 ANDRES HOLLMANN P.A. 94333 sc-9 JOB TITLE 1226 NE 100 ST ADDITION MIAMI SHORES VILLAGE JOB NO. 14152 CALCULATED BY A.H. CHECKED BY AH. SHEET NO. DATE DATE Roof Design Loads Items Description Multiple psf (max) psf (min) Roofing Spanish Tile 19.0 16.0 Decking 3/4" plywood/OSB 2.7 2.3 Framing Wood 2x @24" 2.5 1.5 Insulation R-30 Fiberglass insul. x 1.0 0.9 0.9 Ceiling 5/8" gypsum 2.8 2.5 Mech & Elec Mech. & Elec. 2.0 0.0 0.0 0.0 0.0 0.0 Actual Dead Load 0 29.9 0 23.2 Use this DL instead S 30.0 ® 9.0 Live Load 30.0 0.0 Snow Load 0.0 0.0 Ultimate Wind (zone 2 - 100sf) 33.0 -94.7 ASD Loadin • D + Lr 60.0 - D + 0.75(0.6*W + Lr) 67.3 - 0.6*D + 0.6*W - -51.4 LRFD Loadin s 1.2D + 1.6 Lr + 0.5W 100.5 - 1.2D + 1.0W + 0.5Lr 84.0 - 0.9D + 1.0W - -86.6 Roof Live Load Reduction 0 to 200 sf: 30.0 psf 200 to 600 sf: 30.0 psf over 600 sf: 30.0 psf 300 sf 400 sf 500 sf User Input: 450 sf 30.0 psf 30.0 psf 30.0 psf 30.0 psf Roof angle 2.50 / 12 11.8 deg •• ••• • • • • • •• • • • • • • • • .• ••• •• • • • .• • ••• • • •.• • • • • • • • • • • • • • ••• • • • • • .• • • •• • • • • • . • •• . 0 • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• • •• •• • • • •• •• ••• • • • 000 • • HOLLMANN ARCHITECTURE 1400 E OAKLAND PARK BLVD, SUITE 108 FORT LAUDERDALE, FL, 33334 954.566.9708 ANDRES HOLLMANN P.A. 94333 sc-10 JOB TITLE 1226 NE 100 ST ADDITION MIAMI SHORES VILLAGE JOB NO. 14152 CALCULATED BY A.H. CHECKED BY A.H. SHEET NO. DATE DATE Floor Design Loads Items Description Multiple psf(max) psf(min) Flooring Marble and mortar on stone concrete fill 33.0 30.0 Topping Concrete regular per 1" x 12.0 150.0 144.0 None 0.0 0.0 None 0.0 0.0 None 0.0 0.0 None 0.0 0.0 None 0.0 0.0 None 0.0 0.0 None 0.0 0.0 3048 183.0 U 174.0 Use this DL instead Q 50.0 ® 65.0 Partitions 0.0 0.0 Live Load 40.0 0.0 Total Live Load 40.0 0.0 Total Load 223.0 65.0 FLOOR LIVE LOAD REDUCTION (not Including partitions) NOTE: Not allowed for assembly occupancy or LL>100psf or passenger car garages, except may reduce columns 20% if 2 or more floors & non -assembly L=Lo(0.25+15/JKLLAT) Unreduced design live load: Lo = 40 psf Floor member KLL = Tributary Area AT = Reduced live Toad: L = Columns (2 or more floors) KLL = Tributary Area AT = Reduced live Toad: L = 2 300 sf 34.5 psf 4 500 sf 23.4 psf • IBC alternate procedure Smallest of: R= .08%(SF - 150) R= 23.1(1+D/L) = 128.8% R= 40% beams; 60% columns R = 12.0% Reduced live load: L = 35.2 psf R = 28.0% Reduced live load: L = 28.8 psf •• ••• • • • • • •• • • • • • • • • •• ••• •• • ••• • • • • • • •• • • •• •• • • • • •• • • ••• • • • • ••• • • • • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• . HOLLMANN ARCHITECTURE JOB TITLE 1226 NE 100 ST ADDITION 1400 E OAKLAND PARK BLVD, SUITE 108 MIAMI SHORES VILLAGE FORT LAUDERDALE, FL, 33334 JOB NO. 14152 SHEET NO. 954.566.9708 CALCULATED BY A.H. DATE ANDRES HOLLMANN P.A. 94333 CHECKED BY A.H. DATE CODE SUMMARY Code: Florida Building Code 2010 - High Velocity Zone Live Loads: Roof 0 to 200 sf: 30 psf 200 to 600 sf: 30 psf over 600 sf: 30 psf Typical Floor 40 psf Partitions N/A Habitable attics & sleeping areas 30 psf Attics without storage 10 psf Attics with storage 20 psf Balconies serving private units 60 psf Roofs used for assembly 100 psf Roofs used for roof gardens 100 psf Dead Loads: Floor Roof 183.0 psf 30.0 psf Wind Design Data: Ultimate Design Wind Speed 175 mph Nominal Design Wind Speed 135.55 mph Risk Category II Mean Roof Ht (h) 12.7 ft Exposure Category D Enclosure Classif. Enclosed Building Internal pressure Coef. +/-0.18 Directionality (Kd) 0.85 Roof Snow Loads: Design Uniform Roof Snow Toad = 0.0 psf Flat Roof Snow Load Pf = 0.0 psf Balanced Snow Load Ps = 0.0 psf Ground Snow Load Pg = 0.0 psf Importance Factor I = 1.00 Snow Exposure Factor Ce = 1.00 Thermal Factor Ct = 1.00 Sloped -roof Factor Cs = 0.90 30 sc-11 e=arthquake Design Data: Risk Category = II Importance Factor I = 1.00 Mapped spectral response acceleration! Ss = 160.00 %g S1 = 52.00 %g Site Class = D Spectral Response Coef. Sds = 1.067 Sd1 = 0.520 Seismic Design Category = D Basic Structural System = Building Frame Systems Seismic Resisting System = Steel ordinary concentrically braced frames Design Base Shear V = 0.047W • • • • •' • • • • • • • Seismic Response Coef. Cs = 0.047 • • • Response Modification Factor R = 3.25 •• • • • • ' ••• •• • • • • •• Analysis Procedure = Equivalent Lateral -Force Analysis • ••• • • ••• • • • • • • • • • • • • • ••• • • • • • •• • • •• • • • • • • • •• • • • • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • ' ' HOLLMANN ARCHITECTURE 1400 E OAKLAND PARK BLVD, SUITE 108 FORT LAUDERDALE, FL, 33334 954.566.9708 ANDRES HOLLMANN P.A. 94333 JOB TITLE 1226 NE 100 ST ADDITION MIAMI SHORES VILLAGE JOB NO. 14152 SHEET NO. CALCULATED BY A.H. DATE CHECKED BY A.H. DATE CODE SUMMARY- continued Component and cladding ultimate wind pressures Roof Area Negative Zone 1 Negative Zone 2 Negative Zone 3 Positive All Zones Surface Pressure (psf) 10sf 1 50sf 1 100sf -101.6 -122.2 -211.5 39.8 -92.0 -103.0 -168.3 35.0 -87.9 -94.7 -149.7 33.0 Parapet Solid Parapet Pressure (psf) Area 10 sf 100 sf 500 sf CASE A: Interior zone 0.0 0.0 0.0 Comer zone 0.0 0.0 0.0 CASE B: Interior zone 0.0 0.0 0.0 Comer zone 0.0 0.0 0.0 Wall Area Negative Zone 4 Negative Zone 5 Positive Zone 4 & 5 Surface Pressure (psf) 10sf 1 100sf 1 500sf -87.9 -108.5 81.0 -75.8 -84.2 68.9 -67.3 -67.3 60.4 Allowable Stress Design Vasd Surface Pressure (psf) 10sf 1 50sf 1 100sf -61.0 -55.2 -73.3 -61.8 -126.9 -101.0 23.9 21.0 #VALUEI #VALUEI *VALUE! #VALUE! #VALUE! #VALUEI -52.7 -56.8 -89.8 19.8 #VALUE! #VALUEI #VALUEI Vasd Surface Pressure (psf) 10 sf 100 sf 500 sf 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Vasd Surface Pressure (psf) 10sf 1 100sf 1 500sf • • • • • • • • • •• ••• •• • • • •• -52.7 -65.1 48.6 -45.5 -50.5 41.3 -40.4 -40.4 36.2 sc-12 •• ••• • • • • • •• • ••• • • ••• 1 • • • • • • • • • • • • ••• • • • • • •• • • •• • • • • • • • •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FORM 402-2010 Florida Building Code, Energy Conservation Residential Building Thermal Envelope Approach Scope: Compliance with Section 402 of the Florida Building Code, Energy Conservation, shall be demonstrated by the us and multiple -family residences of three stories or Tess in height, additions to existing residential buildings, renovations to existing resi new heating, cooling, and water heating systems in existing buildings, as applicable. To comply, a building must meet or exceed all of the ener efficiency requirements on Table 402A and all applicable mandatory requirements summarized in Table 402B of this form. If a building does not comply with this method or Alternate Form 402, it may still comply under Section 405 of the Florida Building Code, Energy Conservation. PROJECT NAME: AND ADDRESS: SINGLE FAMILY HOME ADDITION -RENOVATION BUILDER: 232600 r, NE 100 ST PERMITTING OFFICE: MIAMI SHORES VILLAGE MIAMI SHORES JURISDICTION NUMBER: OWNER: VALDIVIA HOLDING LLC PERMIT NUMBER: General instructions" 1. New construction which incorporates any of the following features cannot comply using this method: glass areas in excess of 20 percent of conditioned floor area, electric resistance heat and air handlers located in attics. Additions < 600 sq.ft., renovations and equipment changeouts may comply by this method with exceptions given. 2. Fill in all the applicable spaces of the "To Be Installed" column on Table 402A with the information requested. All "To Be Installed" values must be equal to or more efficient than the required levels. 3. Complete page 1 based on the "To Be Installed" column Information. 4. Read the requirements of Table 402B and check each box to indicate your intent to comply with all applicable items. 5. Read, sign and date the "Prepared By" certification statement at the bottom of page 1. The owner or owner's agent must also sign and date the form. Check 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. New construction, addition, or existing building Single-family detached or multiple -family attached If multiple -family, number of units covered by this submission Is this a worst case? (yes/no) Conditioned floor area (sq. ft.) Glass type and area: a) U -factor b) SHGC c) Glass area Percentage of glass to floor area Floor type, area or perimeter, and insulation: a) Slab -on -grade (R -value) b) Wood, raised (R -value) c) Wood, common (R -value) d) Concrete, raised (R -value) e) Concrete, common (R -value) Wall type, area and insulation: a) Exterior: 1. Wood frame (Insulation R -value) 2. Masonry (Insulation R -value) 1. Wood frame (Insulation R -value) 2. Masonry (Insulation R -value) Ceiling type, area and insulation a) Attic (Insulation R -value) b) Single assembly (Insulation R -value) Air distribution system: Duct insulation, location, Qn a) Duct location, insulation b) AHU location c) Qn, Test report attached (<0.03; yes/no) Cooling system: a) type b) efficiency b) Adjacent: 13. Heating system: a) type b) efficiency: 14. HVAC sizing calcylgri:o!c attached 15. Water heating syst" a) pe „ ) of cie ,cy f' 1 1 hereby certify th. %the Oaks and specificationg.dove form form are in compl''fi:ce vvitt e Flogq energy code. iJ PREPARED BY: I hereby certify th energy code. OWNER/AGENT: isfiuil:.ng is in comp ian 1. 2. SINGLE NO 3. N/A 4. 5. ADDITION 0111111Pv 6a. 0.65 6b. 0.30 6c. 140.6 SF 7. 35% 8a. 8b. 8c. 8d. 8e. AREA 400 SF - 64 LF PERIMETER N/A N/A N/A N/A 9a1. N/A 9a2. 587.5 SF R-9.6 9b1. N/A 9b2. N/A 10a. N/A 10b. R-30 BATT INSULATION 11a. 11b. 11c. 12a. 12b. 13a. 13b. 14. 15a. ATTIC R-6 AC SPACE N/A HEAT PUMP SYSTEMS 21.5 SEER HEAT PUMP 12.2 HSPF • • • YES •• • • • • • • • • • •• • - NA •. ... • • • •_ 15b. NIA • � sc by this Florida r', ,'e Review of the plans and specifies oas catered bytlys ibjrll Indic"• • • compliance with the Florida enerexgode;BefgreCQr�stru¢tion is eompleie,• ails building will be inspected for cgiplia� ee in a �cerdarr . with • • •• ; gection 553.908, F.S. • CODE OFFICIAL: �. ••• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 402A REQUIREMENTS ALL CLIMATE ZONES BUILDING COMPONENT PERFORMANCE CRITERIA' INSTALLED VALUES Windows2: Skylights U-Factor<0.65 SHGC= 0.30 % of CFA<20% U-Factor<0.75 U -Factor= 0.65 SHGC= 0.30 % of CFA= N/A U -Factor= N/A Doors: Exterior door U -Factor U-Factor<0.65 405.2.1 Floors: Slab -on -Grade Over unconditioned spaces' No requirement R-13 R -Value= N/A Walls -Ext. and Adj. 3 Frame Mass3 Interior of wall: Exterior of wall R-13 R-7.8 R-6 R -Value= NIA R -Value= 9.6 R -Value= N/A Ceilings3: Reflectance R=30 0.25 R -Value= 30 Reflectance= N/A Test report Attached? Yes/No Air distribution system 4 Ductwork & air handling unit: I Unconditioned space I Conditioned space Duct R -value Air Leakage Qn Not allowed R-Value>R-6 Qn<0.03 Location: R -Value= R. Qn = N/A Test report Attached? Yes/No Air conditioning systems5 SEER=13.0 SEER= 16.0-16.5-16.0 • Heating system Heating Pump 5 Cooling: Heating: Gas furnace Oil Furnace Electric resistance: Not allowed 5 SEER=13.0 HSPF= 7.7 AFUE=78% AFUE=78% SEER= 21.5 HSPF= 12.2 AFUE= AFUE= Water heating system (storage type): Electrics : Gas fired6 Other (describe): 40 gal: EF=0.92 50 gal: EF=0.90 40 gal: EF=0.59 50 gal: EF=0.58 Gallons= EF= Gallons= EF= (1) Each component present in the As Proposed home must meet or exceed each of the applicable performance criteria in order to comply with this code using this method; otherwise Section 405 compliance must be used. (2)Windows and doors qualifying as glazed fenestration areas must comply with both the maximum U -Factor and the maximum SHGC (solar Heat Gain Coefficient) criteria and have a maximum total window area equal to or less than 20% of the conditioned floor area (CFA); otherwise Section 405 must be used for compliance. Exceptions: Additions of 600 square feet (56m2) or less may have a maximum glass to CFA of 50 percent. (3) R -values are for insulation material only as applied in accordance with manufacturers' installation instructions. For mass walls, the "interior of wall" requirement must be met except if at least 50% of the R-6 insulation required for the "exterior of wall" is installed exterior of, or integral to, the wall. (4) Ducts & AHU installed substantially leak free per Section 403.2.2.1. Test by Class 1 BERS rater required. Exception: Ducts installed onto an exhisting air distribution system as part of an addition or renovation; duct must be R-6 installed per Sec. 503.2.7.2. (5) For all conventional units with capacities greater than 30,000 Btu/hr. For other types of equipment, see Tables 503.2.3(1-8) Exception: Electric resistance heat prohibition does not apply to additions, renovations, and new heating systems installed in existing buildings. (6) For other electric storage volumes, min. EF=0.97 - (0.00132 * volume) ; For other natural gas storage volumes, min. EF=0.67 - (0.0019 * volume) TABLE 402B MANDATORY REQUIREMENTS Component Section Summary of Requirement(s) Check Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors<0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Ceilings/knee walls 405.2.1 R-19 space permitting. Programmable thermostat 403.1.1 Where forced -air furnace is primary system, programmable thermostat is required. Air distribution system 403.2 Ducts in attics or on roofs insulated to R-8; other ducts R-6. Ducts not in conditioned space tested to Qn=0.03 by Class 1 BERS rater. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies irnTallei4G13.4.31. tro rde switch or clearly marked circuit breaker (electric) or shutoff Zges). Gircuiaiiig iys3er$ d. insulated to >R-2 + accessible manual OFF switch. • • • •. •• •. ••• •. •• ••• ••• •• • • Swimming pools & spas 403.9 Spas and heated pools must have vapor-retardent covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78%.(dr•afier 4/16/r13).a-ieet pump pool. • • • • heaters minimum COP=4.0 • • • • . ' • • Cooling/heating equipment 403.6 • Sizing calculation performed & attached. Minimum efficiencies par Fable%03%3.'Equlpjnerit; efficiency verification required. Special occasion cooling ar'heaflng cap'a fty retiuires seperate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. • y Lighting equipment 9 9 404.1 At least 50% of permanentlyinstalled lighting fixtures shall t hi effiea lamps' • 9 9 � p • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • Building Analysis Entire House Hollmann Architecture 1400 E Oakland Blvd, Suite 108, Fort Lauderdale, FL 33334 Phone: 954.566.9708 Email: andreshollmann©ee-ce.net Job: 14152 Date: Nov 23, 2014 By: O.L.A. Pro-ect Information;:. For: SINGLE FAMILY HOME ADDITION 1226 NE 100 ST, MIAMI SHORES VILLAGE, FL Design Conditions Location: Miami, FL, US Elevation: 7 ft Latitude: 26°N Outdoor: Dry bulb (°F) Daily range (°F) Wet bulb (°F) Wind speed (mph) Heating 51 15.0 Indoor: Heating Indoor temperature (°F) 70 Design TD (°F) 20 Relative humidity (%) 50 Cooling Moisture difference (gr/Ib) 11.1 90 Infiltration: 12 (L ) Method 77 Construction quality 7.5 Fireplaces Simplified Average 0 Cooling 75 15 50 56.8 Heatin. Component Btuh/ft2 Btuh % of load Walls 3.7 9393 20.0 Glazing 22.3 13905 29.7 Doors 0 0 0 Ceilings 0.6 1390 3.0 Floors 5.1 11251 24.0 Infiltration 1.1 2988 6.4 Ducts 7941 16.9 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 46869 100.0 Coolin. Component Btuh/ft2 Btuh % of load Walls 4.2 10609 15.8 Glazing 41.7 25981 38.6 Doors 0 0 0 Ceilings 1.4 3195 4.7 Floors 3.3 7371 10.9 Infiltration 0.4 1209 1.8 Ducts 14215 21.1 Ventilation 0 0 Internal gains 4740 7.0 Blower 0 0 Adjustments 0 Total 67319 100.0 Latent Cooling Load = 7956 Btuh Overall U -value = 0.244 Btuh/ft2-°F WARNING: window to floor area ratio = 28.1% - more than 25%. • . • •• • • • •• •••• •• • • • •• • ••• • ••• • • • • •• •• • • •• • • • • • • • • •• • •• •• • •• •• • • • •• • •• • • • ••• •• ••• ••• •••• • wrightsoft Right -Suite® Universal 2015 15.0.05 RSU21317 ...IGRILLES - 14152\CALCULATIONS\DRGILES LOADS.rup Calc = MJ8 Front Door faces: N ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• 2015 -Mar -03 14:34:27 Page 1 • • • • • • • • • •• •• • • Building Analysis SYSTEM 1 EXTNG Hollmann Architecture 1400 E Oakland Blvd, Suite 108, Fort Lauderdale, FL 33334 Phone: 954.588.9708 Email: andreshollmann@ee-ce.net Job: 14152 Date: Nov 23, 2014 By: O.L.A. Pro'ect Information For: SINGLE FAMILY HOME ADDITION 1226 NE 100 ST, MIAMI SHORES VILLAGE, FL Design Conditions Location: Miami, FL, US Elevation: 7 ft Latitude: 26°N Outdoor: Dry bulb (°F) Daily range (°F) Wet bulb (°F) Wind speed (mph) Heating 51 15.0 Indoor: Indoor temperature (°F) Design TD (°F) Relative humidity (%) Cooling Moisture difference (gr/Ib) 90 Infiltration: 12 (L ) Method 77 Construction quality 7.5 Fireplaces Heating 20 50 11.1 Simplified Average 0 Cooling 75 15 50 56.8 Heatin • Component Btuh/ft2 Btuh % of Toad Walls 4.5 4986 15.1 Glazing 24.8 9483 28.8 Doors 0 0 0 Ceilings 0.6 820 2.5 Floors 7.5 9931 30.2 Infiltration 1.1 1487 4.5 Ducts 6228 18.9 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 32936 100.0 Coolin • Component Btuh/ft2 Btuh % of Toad Walls 5.0 5574 11.9 Glazing 43.6 16702 35.6 Doors 0 0 0 Ceilings 1.7 2287 4.9 Floors 5.5 7333 15.6 Infiltration 0.4 602 1.3 Ducts 11057 23.6 Ventilation 0 0 Internal gains 3360 7.2 Blower 0 0 Adjustments 0 Total 46915 100.0 Latent Cooling Load = 4660 Btuh Overall U -value = 0.313 Btuh/ft2-°F WARNING: window to floor area ratio = 28.9% - more than 25%. • • • • • ••• • • • • • •• • • • • •• ••• •• • • • • • •• • ••• • • • •• • • • •• • • • •• • • • • • • • • • • • •• •• • • •• • • • • • •• • • ••• • ••• • • 41- wrightsoft Right -Suite® Universal 2015 15.0.05 RSU21317 • • • • • ...IGRILLES - 14152\CALCULATIONS\DRGILES LOADS.rup Calc = MJ8 Front Door faces: N • • • • • • • • • •• •• 2015 -Mar -03 14:34:27 • • • • • • • Page 2 • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • Building Analysis SYSTEM 2 - EXTNG Hollmann Architecture 1400 E Oakland Blvd, Suite 108, Fort Lauderdale, FL 33334 Phone: 954.566.9708 Email: andreshollmann@ee-ce.net Job: 14152 Date: Nov 23, 2014 By: O.L.A. Pro'ect Information For: SINGLE FAMILY HOME ADDITION 1226 NE 100 ST, MIAMI SHORES VILLAGE, FL Design Conditions Location: Miami, FL, US Elevation: 7 ft Latitude: 26°N Outdoor: Dry bulb (°F) Daily range (°F) Wet bulb (°F) Wind speed (mph) Heating 51 15.0 Indoor: Heating Indoor temperature (°F) 70 Design TD (°F) 20 Relative humidity (%) 50 Cooling Moisture difference (gr/Ib) 11.1 90 12 (L ) 77 7.5 Infiltration: Method Simplified Construction quality Average Fireplaces 0 Component Btuh/ft2 Btuh % of Toad Walls 3.8 3894 39.7 Glazing 24.8 2823 28.8 Doors 0 0 0 Ceilings 0.6 379 3.9 Floors 0.1 47 0.5 Infiltration 1.1 961 9.8 Ducts 1713 17.4 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 9817 100.0 Cooling 75 15 50 56.8 Coolin• Component Btuh/ft2 Btuh % of load Walls 4.2 4353 27.1 Glazing 57.4 6544 40.7 Doors 0 0 0 Ceilings 1.1 668 4.2 Floors 0.1 37 0.2 Infiltration 0.4 389 2.4 Ducts 3158 19.7 Ventilation 0 0 Internal gains 920 5.7 Blower 0 0 Adjustments 0 Total 16069 100.0 Latent Cooling Load = 2399 Btuh Overall U -value = 0.157 Btuh/ft2-°F Data entries checked. Mattg • ...•... • • . •• • • • • • • •• ••• •• . • • •• • • • ••• . ••• . . • • • • •• • • • •• • • . • • • •• •• . •• •• • •• •• • • • •• . •.• • • • •. ••• •• •.• •. • •.• • . wrightsoft Right -Suite® Universal 2015 15.0.05 RSU21317 ...IGRILLES - 14152\CALCULATIONS\DRGILES LOADS.rup Calc = MJ8 Front Door faces: N ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • 2015 -Mar -03 14:34:27 • • • Page 3 • • • • • • • •• •• o1. Building Analysis SYSTEM 3 - NEW Hollmann Architecture 1400 E Oakland Blvd, Suite 108, Fort Lauderdale, FL 33334 Phone: 954.566.9708 Email: andreshollmann@ee-ce.net Job: 14152 Date: Nov 23, 2014 By: O.L.A. Pro'ect Information For: SINGLE FAMILY HOME ADDITION 1226 NE 100 ST, MIAMI SHORES VILLAGE, FL Design Conditions Location: Miami, FL, US Elevation: 7 ft Latitude: 26°N Outdoor: Dry bulb (°F) Daily range (°F) Wet bulb (°F) Wind speed (mph) Heating 51 15.0 Indoor: Heating Indoor temperature (°F) 70 Design TD (°F) 20 Relative humidity (%) 50 Cooling Moisture difference (gr/Ib) 11.1 90 Infiltration: 12 (L ) Method 77 Construction quality 7.5 Fireplaces Simplified Average 0 Cooling 75 15 50 56.8 Heatin • Component Btuh/ft2 Btuh % of load Walls 1.4 513 12.5 Glazing 12.7 1599 38.8 Doors 0 0 0 Ceilings 0.7 192 4.7 Floors 4.4 1273 30.9 Infiltration 1.1 539 13.1 Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 4116 100.0 Coolin • Component Btuh/ft2 Btuh % of Toad Walls 1.8 682 15.7 Glazing 21.7 2735 63.1 Doors 0 0 0 Ceilings 0.8 240 5.5 Floors 0 0 0 Infiltration 0.4 218 5.0 Ducts 0 0 Ventilation 0 0 Internal gains 460 10.6 Blower 0 0 Adjustments 0 Total 4335 100.0 Latent Cooling Load = 897 Btuh Overall U -value = 0.170 Btuh/ft2-°F WARNING: window to floor area ratio = 43.6% - more than 25%. •• ••• • • • • • • • • • • •• • •• ••• •• • • • •• • ••• • ••• • • •• • •• • • • • •• • • • ••• • • •• •• • • •• • • •• • • • •• • •• • • • ••• • • ••• • ••• • wrightsoft Right-Sulte® Universal 2015 15.0.05 RSU21317 leak ...IGRILLES - 14152\CALCULATIONS\DRGILES LOADS.rup Calc = MJ8 Front Door faces: N ••• • • • • • • • • • • • • • •• •• ••• • • 2015 -Mar -03 14:34:27 • • ••• • Page4 • • • • ••• • • • • • • • • • • •• • Load Short Form -�- Entire House Hollmann Architecture 1400 E Oakland Blvd, Suite 108, Fort Lauderdale, FL 33334 Phone: 954.566.9708 Email: andreshollmann©ee-ce.net Job: 14152 Date: Nov 23, 2014 By: O.L.A. Project Information For: SINGLE FAMILY HOME ADDITION 1226 NE 100 ST, MIAMI SHORES VILLAGE, FL Design Information Htg Outside db (°F) 51 Inside db (°F) 70 Design TD (°F) 20 Daily range - Inside humidity (%) 50 Moisture difference (gr/Ib) 11 Clg 90 75 15 L 50 57 Method Construction quality Fireplaces Infiltration Simplified Average 0 HEATING EQUIPMENT Make n/a Trade n/a Model n/a AHRI ref n/a Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat n/a n/a 0 Btuh 0 °F 0 cfm 0 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make n/a Trade n/a Cond n/a Coil n/a AHRI ref n/a Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio n/a 0 Btuh 0 Btuh 0 Btuh 0 cfm 0 cfm/Btuh 0 in H2O 0 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) SYSTEM 1 - EXTNG 1323 32936 46915 1850 1850 SYSTEM 2 - EXTNG 607 9817 16069 813 813 SYSTEM 3 - NEW 289 4116 4335 197 197 Entire House 2219 46869 67319 2860 2860 Other equip loads 0 0 Equip. @ 0.95 RSM 64223 Latent cooling 7956 Tr1TA1 C 7n4 f) AGOGr) 77.17P'264• ') OGr) •• .• • •• • • •• • •••••••• • • . • • • • • •• ••• •• • • • •• • ••• • ••• • • • • •• • •• • •• •• •• • • • • • • • • • • • • • • • • • • • • Calculations approved by ACCA to meet all requirements of Manual J 8W' Ed: • • • • ' ••' 2015 -Mar -03 14:34:27 wrightsoft° Right -Suite® Universal 2015 15.0.05 RSU21317 • • • • • • • • • • page 1 • • • • • • • • ACCk ...IGRILLES - 14152\CALCULATIONS\DRGILES LOADS.rup Calc = MJ8 Front Door faces: N • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Load Short Form SYSTEM 1 - EXTNG Hollmann Architecture 1400 E Oakland Blvd, Sufte 108, Fort Lauderdale, FL 33334 Phone: 954.566.9708 Email: andreshollmann@ee-ce.net Job: 14152 Date: Nov 23, 2014 By: O.L.A. Project Information For: SINGLE FAMILY HOME ADDITION 1226 NE 100 ST, MIAMI SHORES VILLAGE, FL Design Information Htg Outside db (°F) 51 Inside db (°F) 70 Design TD (°F) 20 Daily range - Inside humidity (%) 50 Moisture difference (gr/Ib) 11 Clg 90 75 15 L 50 57 Method Construction quality Fireplaces Infiltration Simplified Average 0 HEATING EQUIPMENT Make Trade Model AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 100 EFF 9.7 kW 33232 Btuh 16 °F 1850 cfm 0.056 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make Carrier Trade CARRIER Cond CA16NA060*'"" A Coil FX4DN(B,F)061 L AHRI ref 7019443 Efficiency 14.0 EER, 16 SEER Sensible cooling 38850 Btuh Latent cooling 16650 Btuh Total cooling 55500 Btuh Actual air flow 1850 cfm Air flow factor 0.039 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.91 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) Bath 1 60 1358 2044 76 81 Ext Bedroom 1 300 8792 13429 494 530 Ext WIC 51 511 465 29 18 kitchen 243 4114 10157 231 401 New Living Room 669 18160 20819 1020 821 SYSTEM 1 - EXTNG 1323 32936 46915 1850 1850 Other equip loads 0 0 Equip. @ 0.95 RSM 44757 Latent cooling 4660 • • • • • • • • • • • • • • • • • • • 1-l1TAI Q 44'f4 47C1QG AfA40 • •• • 9OYr1• 4OGfl • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • 1 • • •• • • •• • • •• • • Calculations approved by ACCA to meet all requirements vfAllarrual J 84ti Ed:' ..: '•' +14- wrightsoft Right-Sulte® Universal 2015 15.0.05 RSU21317 ACCA ...IGRILLES - 14152\CALCULATIONS\DRGILES LOADS.rup Calc = MJ8 Front Door faces: N 2015 -Mar -03 14:34:27 ••• • • • • ••• • • Paget • • • 1 • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0.0,1190.1 1 Load Short Form SYSTEM 2 - EXTNG Hollmann Architecture 1400 E Oakland Blvd, Suite 108, Fort Lauderdale, FL 33334 Phone: 954.566.9708 Email: andreshollmann@ee-ce.net Job: 14152 Date: Nov 23, 2014 By: O.L.A. Pro1ect Information For: SINGLE FAMILY HOME ADDITION 1226 NE 100 ST, MIAMI SHORES VILLAGE, FL Design Information Outside db (°F) Inside db (°F) Design TD (°F) Daily range Inside humidity (%) 50 Moisture difference (gr/Ib) 11 Htg 51 70 20 CIg 90 75 15 L 50 57 Method Construction quality Fireplaces Infiltration Simplified Average 0 HEATING EQUIPMENT Make Trade Model AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 100 EFF 2.8 kW 9654 Btuh 11 °F 813 cfm 0.083 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make Carrier Trade CARRIER Cond CA16NA024****A Coil FV4CNFOO2 AHRI ref 4584039 Efficiency 13.5 EER, 16 SEER Sensible cooling 17080 Btuh Latent cooling 7320 Btuh Total cooling 24400 Btuh Actual air flow 813 cfm Air flow factor 0.051 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.87 ROOM NAME Area (ft2) Htg load (Btuh) CIg load (Btuh) Htg AVF (cfm) CIg AVF (cfm) corridor 2nd 64 1181 1368 98 69 N. Bathroom3 98 1553 2168 129 110 N. Bedroom 2 196 3167 6402 262 324 N. Bedroom 3 202 3839 6050 318 306 Stairs 47 76 81 6 4 SYSTEM 2 - EXTNG 607 9817 16069 813 813 Other equip loads 0 0 Equip. @ 0.95 RSM 15330 Latent cooling 2399.., ••• • • • • • • • • •• • • • Tr1TAI c a 7 0047 47700 • •• • 0120141 ••• • 040 • • • • • • • •• ••• •• • • • •• • • ••• • ••• • • • • • • • • • • • • • • • • • • • •• • • •• • • •• • • Calculations approved by ACOA to meet all requirements Of:Vlalival J Of; Ed; a 000 ' •' / wrightsoft Right -Suite® Universal 2015 15.0.05 RSU21317 ACCK ...IGRILLES - 14152\CALCULATIONS\DRGILES LOADS.rup Calc = MJ8 Front Door faces: N 2015 -Mar -03 14:34:27 ••• • • • • ••• • • Page3 • • •• • •• •• •• • •• • •••• • • • • • • • • • • • • • • •• •• • • • •• •• 0041 • • • ••• • • r Load Short Form SYSTEM 3 - NEW Hollmann Architecture 1400 E Oakland Blvd, Suite 108, Fort Lauderdale, FL 33334 Phone: 954.568.9708 Email: andreshollmann@ee-ce.net Job: 14152 Date: Nov 23, 2014 By: O.L.A. Project Information For: SINGLE FAMILY HOME ADDITION 1226 NE 100 ST, MIAMI SHORES VILLAGE, FL Design Information Outside db (°F) Inside db (°F) Design TD (°F) Daily range Inside humidity (%) 50 Moisture difference (gr/Ib) 11 Htg 51 70 20 CIg 90 75 15 L 50 57 Method Construction quality Fireplaces Infiltration Simplified Average 0 HEATING EQUIPMENT Make Generic Trade Model SEER 18.0, HSPF 9.1 AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 9.1 HSPF 5879 Btuh @ 47°F 27 °F 197 cfm 0.048 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make Generic Trade Cond SEER 18.0, HSPF 9.1 Coil AHRI ref Efficiency 14.7 EER, 18 SEER Sensible cooling 4136 Btuh Latent cooling 1772 Btuh Total cooling 5908 Btuh Actual air flow 197 cfm Air flow factor 0.045 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.83 ROOM NAME Area (ft2) Htg Toad (Btuh) CIg load (Btuh) Htg AVF (cfm) CIg AVF (cfm) Prop Bath 58 529 579 25 26 Prop Extension 232 3587 3756 172 171 SYSTEM 3 - NEW 289 4116 4335 197 197 Other equip Toads 0 0 Equip. @ 0.95 RSM 4136 Latent cooling 897 Tf1TAI Q 7GCi A44G(]7 5033 4 4 C1 •• ••• • • • • • • •• ••• • • • • • •• • • • •• • • • •• • ••• • ••• • • • • •• • • •• •• • • • • • • • • • • Calculations approved byACCA to meet all requirements t iVlal:kial J Bili Ec5••.•• •.• wrightsoft Right -Suite® Universal 2015 15.0.05 RSU21317 ACCA ...IGRILLES - 14152\CALCULATIONS\DRGILES LOADS.rup Calc = MJ8 Front Door faces: N ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • 2015 -Mar -03 14:34:27 ••• • • Page4 • • • • • • • • • • • •• •• Load Multizone Summary Report Hollmann Architecture 1400 E Oakland Blvd, Suite 108, Fort Lauderdale, FL 33334 Phone: 954.586.9708 Email: andreshollmann@ee-ce.net Job: 14152 Date: Nov 23, 2014 By: O.L.A. Infiltration Summary Load and AVF Summary ROOM NAME Heating Cooling ZONE NAME Volume ACH AVF HTM Volume ACH AVF HTM N. Bathroom3 ft' 1553 cfm Btuh/ft2 ft' N. Bedroom 2 cfm Btuh/ft2 SYSTEM 2 - EXTNG 5880 0.46 45 1.1 5880 0.23 23 0.4 SYSTEM 3 - NEW 2604 0.58 25 1.1 2604 0.30 13 0.4 SYSTEM 1 - EXTNG 11905 0.35 69 1.1 11905 0.18 36 0.4 Entire House 20389 0.41 139 1.1 20389 0.21 71 0.4 Load and AVF Summary ROOM NAME Area ft2 Htg load Btuh Clg load Btuh Htg AVF cfm Clg AVF cfm corridor 2nd 64 1181 1368 98 69 N. Bathroom3 98 1553 2168 129 110 N. Bedroom 2 196 3167 6402 262 324 N. Bedroom 3 202 3839 6050 318 306 Stairs 47 76 81 6 4 SYSTEM 2 - EXTNG 607 9817 16069 813 813 Prop Bath 58 529 579 25 26 Prop Extension 232 3587 3756 172 171 SYSTEM 3 - NEW 289 4116 4335 197 197 Bath 1 60 1358 2044 76 81 Ext Bedroom 1 300 8792 13429 494 530 Ext WIC 51 511 465 29 18 kitchen 243 4114 10157 231 401 New Living Room 669 18160 20819 1020 821 SYSTEM 1 - EXTNG 1323 32936 46915 1850 1850 Entire House 2219 46869 67319 2860 2860 .• ••• • • • • •• • • • • • • • • • •• ••• •• • • • •• • • • • • •• • • . • • • • • •• • • • • • • • • . • • • • •• • • • • • • fitwrightsoft Right -Suite® Universal 2015 15.0.05 RSU21317 AMA ...IGRILLES - 14152\CALCULATIONS\DRGILES LOADS.rup Calc = MJ8 Front Door faces: N • • 2015 -Mar -03 14:34:27 Page 1 • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • MONO + Project Summary Entire House Hollmann Architecture 1400 E Oakland Blvd, Suite 108, Fort Lauderdale, FL 33334 Phone: 954.568.9708 Email: andreshollmann@ee-ce.net Job: 14152 Date: Nov 23, 2014 By: O.L.A. Pro'ect Information For: SINGLE FAMILY HOME ADDITION 1226 NE 100 ST, MIAMI SHORES VILLAGE, FL Notes: Desi • n Information Weather: Miami, FL, US Winter Design Conditions Outside db 51 °F Inside db 70 °F Design TD 20 °F Summer Design Conditions Outside db Inside db Design TD Daily range Relative humidity Moisture difference 90 °F 75 °F 15 °F L 50 % 57 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 38927 Btuh Structure 53105 Btuh Ducts 7941 Btuh Ducts 14215 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 46869 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 64223 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 4357 Btuh Ducts 3599 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ft2) 2219 2219 Equipment latent Toad 7956 Btuh Volume (ft3) 20389 20389 Air changes/hour 0.41 0.21 Equipment total load 72179 Btuh Equiv. AVF (cfm) 139 71 Req. total capacity at 0.70 SHR 7.6 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling.. ••• • • • • • 0•Btuh Heating output 0 Btuh Latent cooling: • • 0 Btuh Temperature rise 0 °F Total cooling • • • @ Btuh Actual air flow 0 cfm Actual air flow ••' .•• •• • . • .0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible•heat; atio • •.• • 0 • • . • • • . • • • • • •• • • ▪ •• • • • •• • • •• • • • •• • •• • • • ••• . ••• • .•• • Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wriightsoftm Right -Suite® Universal 2015 15.0.05 RSU21317 ...IGRILLES - 14152\ CALCULATIONS\DRGILES LOADS.rup Calc = MJ8 Front Door faces: N ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • 2p15 -Mar -0314:34:27 • • Page 1 • • • • • •• •• Project Summary SYSTEM 1- EXTNG Hollmann Architecture 1400 E Oakland Blvd, Suite 108, Fort Lauderdale, FL 33334 Phone: 954.588.9708 Email: andreshollmann@ee-ce.net Job: 14152 Date: Nov 23, 2014 By: O.L.A. Pro'ect Information For: SINGLE FAMILY HOME ADDITION 1226 NE 100 ST, MIAMI SHORES VILLAGE, FL Notes: Desi • n Information Weather: Miami, FL, US Winter Design Conditions Outside db 51 °F Inside db 70 °F Design TD 20 °F Summer Design Conditions Outside db Inside db Design TD Daily range Relative humidity Moisture difference 90 °F 75 °F 15 °F L 50 % 57 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 26707 Btuh Structure 35858 Btuh Ducts 6228 Btuh Ducts 11057 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 32936 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 44757 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1772 Btuh Ducts 2888 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ft2) 1323 1323 Equipment latent load 4660 Btuh Volume (ft') 11905 11905 Air changes/hour 0.35 0.18 Equipment total load 49418 Btuh Equiv. AVF (cfm) 69 36 Req. total capacity at 0.70 SHR 5.3 ton Heating Equipment Summary Cooling Equipment Summary Make Make Carrier Trade Trade CARRIER Model Cond CA16NA060****A AHRI ref Coil FX4DN(B,F)061L AHRI ref 7019443 Efficiency 100 EFF Efficiency 14.0 EER, 16 SEER Heating input 9.7 kW Sensible cooling,. .•• • • • 38850• Btuh Heating output 33232 Btuh Latent cooling ; • • • • ••1 6 0 Btuh Temperature rise 16 °F Total cooling • • 55500 Btuh Actual air flow 1850 cfm Actual air flow •.• ••• •• • • '1850. cfm Air flow factor 0.056 cfm/Btuh Air flow factor 0.039 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensiblebheatsatio • .•. 0.91 • • • • . . . • • • • • • • • . •• • • • •• • • •. • • • ••• • •. • • • ••• • .•• • ••• • Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�►- wrightsoft- Right -Suite® Universal 2015 15.0.05 RSU21317 ...IGRILLES - 14152\CALCULATIONS\DRGILES LOADS.rup Calc = MJ8 Front Door faces: N ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• V15 -Mar -03 14:34:27 • Page 2 • • • • • • • Project Summary SYSTEM 2 - EXTNG Hollmann Architecture 1400 E Oakland Blvd, Suite 108, Fort Lauderdale, FL 33334 Phone: 954.588.9708 Email: andreshollmann@ee-ce.net Job: 14152 Date: Nov 23, 2014 By: O.L.A. Project Information For: SINGLE FAMILY HOME ADDITION 1226 NE 100 ST, MIAMI SHORES VILLAGE, FL Notes: Desi • n Information Weather: Miami, FL, US Winter Design Conditions Outside db 51 °F Inside db 70 °F Design TD 20 °F Summer Design Conditions Outside db Inside db Design TD Daily range Relative humidity Moisture difference 90 °F 75 °F 15 °F L 50 % 57 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 8104 Btuh Structure 12911 Btuh Ducts 1713 Btuh Ducts 3158 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 9817 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 15330 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1687 Btuh Ducts 712 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ft2) 607 607 Equipment latent Toad 2399 Btuh Volume (ft') 5880 5880 Air changes/hour 0.46 0.23 Equipment total load 17728 Btuh Equiv. AVF (cfm) 45 23 Req. total capacity at 0.70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Make Carrier Trade Trade CARRIER Model Cond CA16NA024****A AHRI ref Coil FV4CNFOO2 AHRI ref 4584039 Efficiency 100 EFF Efficiency 13.5 EER, 16 SEER Heating input 2.8 kW Sensible cooling, • • • • • • • •11080 • Btuh Heating output 9654 Btuh Latent cooling ; • . • • Z3Z0 Btuh Temperature rise 11 °F Total cooling 24400 Btuh Actual air flow 813 cfm Actual air flow .. • • • • • • • • •8.3 cfm Air flow factor 0.083 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible.heatcatio • ••• 0.87 • •• • • • • . • • • • • • •• • • •• • • • • •• • •• • ••• • ••• • • • • ••• •• • ••• •• •••• • • Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. At, wrightsoftm Right -Suite® Universal 2015 15.0.05 RSU21317 ...IGRILLES - 14152\CALCULATIONS\DRGILES LOADS.rup Calc = MJ8 Front Door faces: N ••• • • • • • • • • • • • • • •• •• • • • • • • 215 -Mar -03 14:34:27 • • • • • Page 3 ••• • • • • • • • • • • • • •• •• • ••• • • Project Summary SYSTEM 3 - NEW Hollmann Architecture 1400 E Oakland Blvd, Sulte 108, Fort Lauderdale, FL 33334 Phone: 954.566.9708 Email: andreshollmann@ee-ce.net Job: 14152 Date: Nov 23, 2014 By: O.L.A. Pro'ect Information For: Notes: SINGLE FAMILY HOME ADDITION 1226 NE 100 ST, MIAMI SHORES VILLAGE, FL Desi • n Information Weather: Winter Design Conditions Outside db 51 °F Inside db 70 °F Design TD 20 °F Heating Summary Structure Ducts Central vent (0 cfm) Humidification Piping Equipment Toad Infiltration Method Construction quality Fireplaces Area (ft2) Volume (ft3) Air changes/hour Equiv. AVF (cfm) 4116 Btuh 0 Btuh 0 Btuh 0 Btuh 0 Btuh 4116 Btuh Miami, FL, US Simplified Average 0 Heating Cooling 289 289 2604 2604 0.58 0.30 25 13 Heating Equipment Summary Make Generic Trade Model SEER 18.0, HSPF 9.1 AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 9.1 HSPF 5879 Btuh @ 47°F 27 °F 197 cfm 0.048 cfm/Btuh 0 in H2O Summer Design Conditions Outside db Inside db Design TD Daily range Relative humidity Moisture difference 90 °F 75 °F 15 °F L 50 % 57 gr/Ib Sensible Cooling Equipment Load Sizing Structure Ducts Central vent (0 cfm) Blower Use manufacturer's data Rate/swing multiplier Equipment sensible load 4335 Btuh 0 Btuh 0 Btuh 0 Btuh n 0.95 4136 Btuh Latent Cooling Equipment Load Sizing Structure Ducts Central vent (0 cfm) Equipment latent Toad 897 Btuh 0 Btuh 0 Btuh 897 Btuh Equipment total load 5033 Btuh Req. total capacity at 0.70 SHR 0.5 ton Cooling Equipment Summary Make Generic Trade Cond SEER 18.0, HSPF 9.1 Coil AHRI ref Efficiency 14.7 EER, 18 SEER Sensible cooling•• .•• • • • • 4136•Btuh Latent cooling ; • • • • • '77.2 Btuh Total cooling • • •5908 Btuh Actual air flow •• •.. •• . .197. cfm Air flow factor 0.045 cfm/Btuh Static pressure 0 in H2O Load sensible•heatcatio . ••• 0.83 • • . •• • •• •• • • • • • • • • • • •• • • .• • • •• • • • •• • .• • •. ••• • ••• • ••• • Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. !.� "I' wriightsoftm Right -Suite® Universal 2015 15.0.05 RSU21317 ...IGRILLES - 14152\CALCULATIONS\DRGILES LOADS.rup Calc = MJ8 Front Door faces: N • • • • • • • • • • • 415 -Mar -03 14:34:27 • • • • • • 0 • Page 4 • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • N Garage 1st Floor IMF Prop Extension Prop Bath f kitchen Bath1 Ext WIC Stairs New Living Room Ext Bedroom 1 L. Job #: 14152 Performed by O.L.A. for: SINGLE FAMILY HOME ADDITION 1226 NE 100 ST MIAMI SHORES VILLAGE, FL •• ••• • • • • • • • • • 0 • • • • • •• ••• •• • • • •• • ••• • t • t t Hollmann Architeeturf• •• ••• • • • 1 = • •• • VI 0 • •case 1 : 109 • ••• • Page 1 Right -Suite® Universal 2015 • • • 15.0.05 RSU21317 • • 2415 -Mer -0314:34:57 r,...2\GAL'(•'UI,A1=ONS\DRGILES LOA... 11, • •• •• ••• • • •• ••• 1400 E Oakland Blvd, Suite 108 Fort Lauderdale, FL 33334 • • • Phone: 954.566.9708 andreshollmann@ee-ce. nAt • • • • ••• • • • • • •• • N 31NYld 0 Job #: 14152 Performed by O.L.A. for: SINGLE FAMILY HOME ADDITION 1226 NE 100 ST MIAMI SHORES VILLAGE, FL 2nd Floor •• ••• • • • • • • • • • • • • flu • • •• ••• •• • ••• 1 1 • • • •• • •••• • •• • • •• Hollmann Architedurb'••. 1400 E Oakland Blvd, Suite 108 Fort Lauderdale, FL 333348 • • Phone: 954.566.9708 andreshollmann@ee-ce. nit :••,: : • •• • • ••• • • • :• • 'Scile:1 : 109 • ••• • Page 2 Right -Suite® Universal 2015 15.0.Q5 RSU21317 ':' M15- r-03 14:34:57 ...2\AL:UVAZIONS\DRGILES LOA... • •• •• ••• • • U.S. DEr TMENT OF HOMELAND SECURITY FEDERMVGENCY MANAGEMENT AGENCY National Floodsurance Program Important: Read the instructions on pages 1-9. ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: July 31, 2015 SECTION A - PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name VALDIVIA HOLDING LLC Policy Number. A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1226 NE 1007" STREET Company NAIL Number. City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 6, BLOCK 1, EARLETON SHORES, PB 43, PG 80, DCRD A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) A5. Latitude/Longitude: Lat. 25*52'01" Long. 80*10'21" Horizontal Datum: A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1480+ sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 12 c) Total net area of flood openings in A8.b 1308 sq in d) Engineered flood openings? 0 Yes ►I No RESIDENTIAL ❑ NAD 1927 ® NAD 1983 to obtain flood insurance. A9. For a building with an attached garage: a) Square footage of attached garage 460+- sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? 0 Yes ►. No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number MIAMI SHORES 120652 B2. County Name MIAMI-DADE COUNTY B3. State FLORIDA B4. Map/Panel Number 12086C 0306 B5. Suffix F B6. FIRM Index Date 09-11-09 B7. FIRM Panel Effectiv0e//R 1viis�ed Date B8. Flood Zone(s) (s) B9. Base Flood Elevation(s) (Zone AO, use basNeAflood depth) B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. 0 FIS Profile ® FIRM 0 Community Determined ❑ Other/Source: BI1. Indicate elevation datum used for BFE in Item B9: NGVD 1929 0 NAVD 1988 0 Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 0 Yes ® No Designation Date: 0 CBRS 0 OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* 0 Building Under Construction* Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: MDCED BM "B 400" Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a) through h) below. El NGVD 1929 0 NAVD 1988 0 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) 9.7 ® feet 0 meters b) Top of the next higher floor 12.4 ® feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) NA. 0 feet 0 meters d) Attached garage (top of slab) 9.1 ® feet 0 meters e) Lowest elevation of machinery or equipment servicing the building 9.8 ►l feet 0 meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 9.7 g) Highest adjacent (finished) grade next to building (HAG) 9.8 h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support NA. feet ® feet 0 feet ❑ meters ❑ meters ❑ 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. / certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ❑ Check here if attachments. licensed land surveyor? ►. Yes ❑ No Certifiers Name PAUL J. STOWELL License Number 5241 Title PROFESSIONAL SURVEYOR Company Name ATLANTIC COAST SURVEYING INC Address 6129 STIRLING ROAD SUITE 2 City DAVIE State FL ZIP Code 33314 Signatures ALI Date 10/10/14 Telephone 954-587-2100 10/10/14 FEMA Form 086-0-33 (7/12) See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE, page 2 IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1226 NE 100TH STREET City MIAMI SHORES State FL ZIP Code 33138 FOR INSURANCE COM, Policy Number. Company NAIC Number. SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments JOB# 37579 Machinery is A/C in section C2E. Flood determination is based soley on F.I.R.M. provided by F.E.MA. No research was done in regards to L.O.M.R./L.O.M.A documents. We do not accept responsibility for insurance premiums based on Elevation Certificates.A5 Obtained by hand held gps unit. Signature g ILD Date 10/10/14 SECTION E - B ING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is 0 feet ❑ meters 0 above or 0 below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is 0 feet 0 meters 0 above or 0 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 0 feet ❑ meters 0 above or 0 below the HAG. E3. Attached garage (top of slab) is 0 feet 0 meters 0 above or 0 below the HAG. E4. Top of platform of machinery and/or equipment servicing the building Is 0 feet 0 meters 0 above or 0 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? 0 Yes 0 No 0 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 0 Check here if attachments. SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 -G10. In Puerto Rico only, enter meters. G1. 0 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. 0 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 G7. This permit has been issued for: 0 New Construction 0 Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: G9. BFE or (in Zone AO) depth of flooding at the building site: G10. Community's design flood elevation: ❑ feet 0 meters Datum ❑ feet 0 meters Datum ❑ feet 0 meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments 0 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. 1226 NE 100TH STREET Policy Number: 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. FEMA Form 086-0-33 (7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 4 Building Photographs Continuation Page 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. 1226 NE 100TH STREET Policy Number: 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. FEMA Form 086-0-33 (7/12) Replaces all previous editions. t Mission: To protect, promote & improve the health of all people in Florida through integrated state, county & community efforts. HEALTH Vision: To be the Healthiest State in the Nation Rick Scott Govemor John H. Armstrong, MD, FACS State Surgeon General & Secretary 11.11-r eonsult4 *s, Inc . I✓ee -Thompson 61310 Old tii I¢oad S Stine IOD r �1ackSrn'ly the1 FL 3225t1- RE: Address: 11-140 t' WO S$-1 nil ta,w1 i JR. 33138 Applicant: Valdivia, tiol4tvitqI.I•G Application No.: Aj 1111(0(o5'N Dear Applicant: dune tq 12o 1 S This will acknowledge receipt of -n application for an onsite sewage treatment and disposal system construction permit dated 1 '1- 1' for a proposed system to be constructed o4•414e. above referenced property.• • . ••.• .. .• • • • • . • This department or an authorized agent performed a site evaluation of the abgv ;Cescribed•propert r On the date of the evaluation, the site was suitable for an onsite sewage treatment anCdisposel•••: system under the laws and rules existing on that date. Provided there are no co>ariges to helot site... from the time of our inspection, this evaluation is valid for one year. The longertttetine tape loom site:..' evaluation to a request for a construction permit, the more likely changes will Ita\fd occurred that mays• •: • invalidate this evaluation. The evaluation may be affected by: erosion, man-npa'e changes in the lot, •. changes in the water table, changes in drainage, installation of wells on surrounding prop ptdy hanges • in the law, rules, or local ordinances. This permit will specify minimum coliditioiis for.Yg r onsite•••: sewage and disposal system. '..' : We require two (2) sets of official prints so they can be stamped. If you have any questions on this matter, please call our office at: (786) 315-2444. Sincerely, Program Supervisor Engineering Specialist II Florida Department of Health Miami -Dade County Health Department 1725 NW 167 St • Opa Locks, FL 33056 PHONE: (305) 623-3500 • FAX (305) 623-3645 www.FloridasHealth.com TWITTER:HealthyFLA FACEBOOK:FLDepartmentofHealth YOUTUBE: fldoh STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: (Valdivia Holding LLC) PERMIT #: 13 -SC -1580167 APPLICATION #:AP1171665 DATE PAID: FEE PAID: RECEIPT #' DOCUMENT #: PR978640 PROPERTY ADDRESS: 1226 NE 100 St Miami, FL 33138 LOT: 6 BLOCK: 1 SUBDIVISION: PROPERTY ID #: 11-3205-009-0060 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. •••• SYSTEM DESIGN AND SPECIFICATIONS T [ 900 ] GALLONS / GPD Septic A [ ] GALLONS / GPD N/A CAPACITY • • • • •• • • • • • .• • • CAPACITY •••• •••• • • N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:nQ•GALLONS,•••• K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @I ]DOSES PE$ AA JW S JWAIMs D R A I N F LOCATION OF BENCHMARK: Temporary Benchmark: 9.16' ngvd (SN&TT) [ 375 ] SQUARE FEET Trench Configuration SYSTEM [ ] SQUARE FEET N/A SYSTEM TYPE SYSTEM: [x] STANDARD [ ] FILLED [ ] MOUND [ ] CONFIGURATION: [x] TRENCH [ ] BED I ] • • • • • •• •• •• • • • • • [ • •••• 1• •• • • •• • •••• • • •• • I ELEVATION OF PROPOSED SYSTEM SITE E BOTTOM OF DRAINFIELD TO BE L D FILL REQUIRED: 0 T H E R SPECIFICATIONS BY: APPROVED BY: [ 0.001 INCHES [ 1.92 ]1 [ 31.92 1 1 INCHES FT ] [ ABOVE A BELOW FT ] [ ABOVE /+ BELOW BENCHMARK/REFERENCE POINT BENCHMARK/REFERENCE POINT EXCAVATION REQUIRED: 1 72.00] INCHES 1. -Install a 900 gal min. septic tank with an approved filter. 2. -The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with s. 64E -6.013(3)(f), FAC. 3. -Install 375 sf of drainfield in trench configuration. 4. -Install 42" of slightly limited soil at the bottom of the drainfield. 5. -Perimeter of excavation - =a s -II b at least 2 ft wider and longer than the prcposed absorption bed. 6. -Invert elevation of dra' -Id �i b no less than 7.00' NGVD. 11111., Al■I'1•m TITLE: TLE: Engineering Specialist II Dade CHD DATE ISSUED: 0 ! 015 EXPIRATION DATE: 12/19/2016 DH 4016, 08/09 (Obsoletes all previous editions'whidfr may iYot be used`j Incorporated: 64E-6.003, FAC v 1 . 1 , 4 SE 9 006• . Page 1 of 3 1 DOCUMENT #: PR978640 7. -Bottom of drainfield elevation to be no less than 6.50' NGVD. 8. -Water line within 10 ft of septic system to be Sch 40 PVC or sleeved in accordance with FAC Ch 64E -6.005(2)(b). 9. -This permit includes the abandonment of the existing septic tank. The system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of 300 gpd. • • .• • • • •• •••• • • • • • • • • • • • •••• •••• • • • • •••• •••• • ••• • • • • • •• •• •• • • • • • • • • • • • • • • •• • •••• • • • �• • • • • • • • • • • 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 healing, 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 filed within 30 days of rendition of the final order. ••. • • • • •••• • • • •• • • • • • • •• •••• •••• ♦ • • • • • •••• •••• • ••• • • • • • •• •• •• • • • • • • • • • • • • • • • •• • •••• • • • 6 • • • • • • • • d STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Valdivia Holding LLC APPLICATION # AP1171665 PERMIT # 13 -SC -1580167 DOCUMENT # SE964006 CONTRACTOR / AGENT: Lee Thompson LOT: 6 SUBDIVISION: BLOCK: 1 ID# : 11-3205-009-0060 TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. ENGINEERS MUST PROPERTY SIZE CONFORMS TO SITE PLAN: TOTAL ESTIMATED SEWAGE FLOW: 300 AUTHORIZED SEWAGE FLOW: UNOBSTRUCTED AREA AVAILABLE: [X]YES [ ]NO. .JET USABLE AREA AVAILABLE: 0.19 ACRES GALLONS PER DAY [, 474.98 GALLONS PER DAY 840.00 SQFT RESIDENCES-TABLE1 1500 GPD/ACRE OR UNOBSTRUCTED AREA REQUIRED: BENCHMARK/REFERENCE POINT LOCATxON: Temporary Benchmark: 9.16' ngvd (SN&TT) / OTHER -TABLE 2 ] 2500 GPD/ACRE 563.00 SQFT ELEVATION OF PROPOSED SYSTEM SITE 1.92 [ THE MINIMUM SETBACK WHICH CAN BE MA SURFACE WATER: WELLS: PUBLIC: BUILDING FOUNDATIONS: FT FT INCHES / FT ] [ ABOVE / BELOW ] BENCHMARK/REFERENCE POINT INTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES•••• DITCHES/SWALES: FT NORMALLY WET: [ •iiiT►S• [ X]qQ••• • • • • USE: FT_ PRIVATE: FT "NON-POTABI••,•E��c FT. PROPERTY LINES: 5 7'T POTAB WER L&ES: 10 •tS••• • LIMITED 5 FT SITE SUBJECT TO FREQUENT FLOODING? 10 YEAR FLOOD ELEVATION FOR SITE: SOIL PROFILE INFORMATION SITE 1 [ ]YES [ X ]2,10 4.00 FT [ MSL / USDA SOIL SERIES: Urban land Munsell #/Color Texture Depth 10YR 2/1 Organic Soil 0 To 6 10YR 8/6 Fractured Rock 6 To 30 10YR 2/1 Sand 30 To 36 10YR 8/6 Sand 36 To 72 Sand 30 To 36 OBSERVED WATER TABLE: INCHES ( ABOVE / ESTIMATED WET SEASON WATER TABLE ELEVATION: BELOW NGVD 10 YEAR FY,00131ATG? [ • fl • [ X 1NO] • •••• •••• ] SITE ELEVATION: ••%.QQ• FT .[ '''ISS ii- / ••• • • • • • SOIL PROFILE INFORMATION•SIP 2 •• • •• USDA SOIL SERIES: Munsell#/Color Urban 11n41•:•: Texture• •• • :•••)epth { •••• 10YR 2/1 . Orgatiip•9bil 0 To 6 .... • • • • • 10YR 8/6 Fractured Rock ....no 30 -1CYR 2/1 • Sand 30 To 36 10YR 8/6 ' Sand 36 To 72 ] EXISTING GRADE TYPE: 60 INCHES [ ABOVE / HIGH WATER TABLE VEGETATION: [ ]YES [X]NO BELOW MOTTLING: [ ]YES [X]NO [ PERCHED / APPARENT EXISTING DEPTH: SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Replacement4-5, CS, LQS/0 DEPTH OF EXCAVATION: DRAINFIELD CONFIGURATION: DC] TRENCH [ ] BED 1 [] OTHER ,i.SPECIFY) REMARKS/ADDITIONAL CRITERIA Stanley G. Hill, PE LISC#51207 GRADE INCHES 72 INCHES SITE EVALUATED BY: , (Title: ) DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated: "'64E-6.001, FAC AP1171665 ElD1580167 DATE : 04/28/2015 Page 3 of 4 v 1.0.2 • • • • LEGEND O CABLE JUNCTION BOX CATCH BASIN O CLEAN OUT 3E CONTROL VALVE ® ELECTRIC SERVICE FIRE HYDRANT nFP&L PAD -� GUY ANCHOR MANHOLE ® POOL EQUIPMENT ..0 POWER/LIGHT POLE so SPRINKLER SYSTEM 8 WATER METER VI WATER VALVE ® WELL -1-J- - -+� -0, -1✓ -6,- BRICK PAVERS CENTERLINE CONCRETE/CHAT CONCRETE WALL ELEVATION METAL FENCE OVERHEAD WIRES WOOD DECK/DOCK WOOD FENCE ABBREVIATIONS BC BUILDING CORNER BW BACK OF WALK C CALCULATED M MEASURED N.T.S. NOT TO SCALE OP ORB POC PG PRM PTEWF FIL P FN FN&D F &L RAD SP SP&C OPEN PORCH POCRUVASRE OK INT OF POINT OF BEGINNING POINT OF COMMENCEMENT PAGE POINT OF REVERSE CURVE PERMANENT REFERENCE MONUMENT POINT OF TANGENCY END OF FENCE EDGE OF PAVEMENT EDGE OF WATER FENCE CORNER FENCE LINE FOUND IRON PIPE FOUND IRON ROD FOUND NAIL FOUND NAIL & DISC FLORIDA POWER AND LIGHT RCORD RADIAL SET NAIL & DISC # 5495 SCREENED PORCH SET 1/2" PIN & CAP # 5495 ATL�4NT OAST S U R\\V R 1 G A 1 NC. PAUL J STOWELL PROFESSIONAL LAND SURVEYOR FLORIDA CERTIFICATION NO. 5241 ATLANTIC COAST SURVEYING, INC. 6129 STIRLING RD SUITE 2 DAVIE, FLORIDA 33314 OFFICE: 954.587.2100 FAX:.954.587.5418 LOT 6, IN THEREOF, LEGAL DESCRIPTION BLOCK 1, OF "EARLETON SHORES", ACCORDING TO THE PLAT AS RECORDED IN PLAT BOOK 43, PAGE 80, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA CERTIFIED TO: VALDIVIA HOLDING LLC PROPERTY ADDRESS 1226 NE 100TH STREET MIAMI, FL 33138 BOUNDARY SURVEY INVOICE # 37579 SURVEY DATE 10/10/14 FLOOD ZONE X MAP DATE 09/11/09 MAP NUMBER 120652 0306L 20 0 20 Scale 1 " 40 60 = 20' SURVEYOR'S NOTES 1. BASIS OF BEARINGS AS INDICATED ON SKETCH. 2. LEGAL DESCRIPTION PROVIDED BY CLIENT. 3. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR EASEMENTS, RIGHT-OF-WAYS, OWNERSHIP OR OTHER INSTRUMENTS OF RECORD. 4. UNDERGROUND OR INTERIOR PORTIONS OF FOOTINGS, FOUNDATIONS, WALLS OR OTHER NON-VISIBLE IMPROVEMENTS WERE NOT LOCATED. 5. ELEVATIONS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 UNLESS OTHERWISE SHOWN. 6. FENCE TIES ARE TO THE CENTER -UNE OF FENCE. WALL TIES ARE TO THE FACE OF WALL 7. IN SOME INSTANCES GRAPHIC REPRESENTATIONS HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE THE CONTROL THE LOCATION OF THE IMPROVEMENTS OVER SCALED POSITIONS. 8. THE DIMENSIONS AND DIRECTIONS SHOWN HEREON ARE IN SUBSTANTIAL AGREEMENT WITH RECORD VALUES UNLESS OTHERWISE NOTED. 9. PARTY WALLS ARE CENTERED ON PROPERTY UNE AND ARE 0.7' WIDE UNLESS OTHERWISE NOTED. 10. EXISTING CORNERS FOUND OFF WITNESS PROPERTY CORNERS• 11. OBSTRUCItU CORNERS ARE WITNESSED BY IMPROVEMENTS. 12. NO ATTEMPT WAS MADE TO LOCATE WRITTEN OR UNWRITTEN EASEMENTS OR RIGHTS-OF-WAY, OTHER THEN THOSE SHOWN HEREON. FlP1/2",NO ID LOT 7, BLOCK 9ti� N.E. 100TH STREET $°`��` 16' 60' RIGHT-OF-WAY 21' ASPHALT PAVEMENT I o� EP,20'N 4" PALM 2 kw ul O O 0 0 0 0O IO F/C,1.2 EE N.90'0 100 "E. 75.00' *_ o� BLOCK CORNER - \ N.90'00'00'E. 375.00'R,374.65'M /I BEARING BASIS (PLAT) --� 1�/r- F1R1/4 ;NO ID 0.4'E,0.5'N PAINTED SEPTIC TANK OUTLINE WALL,0.8'E TWO STORY RESIDENCE FINISHED FLOOR ELEVATION = 12.4' GARAGE ELEVATION = 9.1' LOT 4 BLOCK 1 38.0' �MM x W W I0o 10 ui CORNER OBSTRUCTED LOT 5, BLOCK F/C,0.2'E,0.1'N F/C,2.0'S,0.4'W S.9 ''00'00"W. 7 1—F/C,2.3'E,0.4'N • 5' UTILITY LOT 12, BLOCK 1 EASEMENT E/F,0.4'S,0.4'N FlP1/2",NO ID BENCHMARK OF OR/G//V: DADE COUNTY ENG DEPT BM /B 400 • • 1 • • •• • • •••• • • •••• • . •• •• • • , • • • • • • • IS • •••• • • •••• • • • • •••• • • •••• • ••• • 1 • •• • a • • • .••. • • • • • • • • • a • �• • • • •