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RC-16-2244Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit NO. RC-8-16-2244 Permit Type! Residential Construction Work Classification: Alteration Permit Status: APPROVED Issue Date: 11/28/2016 Expiration: 05/27/2017 Parcel Number Applicant 135 NE 98 Street Miami Shores, FL 33138- 1132060132310 Block: Lot: FLORIDA MINORITY COMMUNIT Owner Information Address Phone Cell FLORIDA MINORITY COMMUNITY 7210 N MANHATTAN Avenue TAMPA FL 33614- (813)598-6361 7210 N MANHATTAN Avenue TAMPA FL 33614- Contractor(s) NATECON, CORP Phone (786)389-4968 Cell Phone Valuation: $ 35,000.00 Total Sq Feet: 2880 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: REMODEL Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Yes Certificate Date: Bond Return : FLOORING , NEW WINE Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: Classification: Residential Fees Due CCF CO/CC Fee DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $21.00 $50.00 $15.75 $15.75 $7.00 $1,050.00 $120.00 $120.00 $12.00 $28.00 $1,439.50 Pay Date Pay Type Invoice # RC-8-16-60932 08/09/2016 Credit Card 11/28/2016 Credit Card Amt Paid Amt Due $ 200.00 $ 1,239.50 $ 1,239.50 $ 0.00 Available Inspections: Inspection Type: Fill Cells Columns Final PE Certification Window Door Attachment Framing Insulation Drywall Screw Window and Door Buck Review Planning Review Mechanical Review Structural Review Structural Review Building Review Building Review Building Review Mechanical Review Plumbing Review Plumbing Review Electrical Review Electrical In consideration of the issua pertaining thereto and in stric accepting this .: mit I assu required for EL: RICAL, PL OWNERS AFFI IT: construction an Bui ce to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations onformity ith the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In responsib ity for all work done by either myself, my agent, servants, or employes. I understand that separate permits are MBING, M CHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. th.t-all th foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating orize the above -named contractor to do the work stated. pplicant / Contractor / Agent ent Copy November 28, 2016 Date November 2: 016 1 I 16 BUILDING PERMIT APPLICATION UILDING ❑ ELECTRIC Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 II'LIMP ❑ ROOFING ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: City: Folio/Parcel#: 1e a 8ta sT Miami Shores Occupancy Type: Load: OWNER: Name (Fee Simple Title Id Address: A sty: is I0 /U wi County: REC AUG,9.9 2016 BY: ABC 201 i— h Master Permit No. KC I - ?24 4 Sub Permit No. ❑ REVISION ❑ EXTENSION ID RENEWAL ❑ CHANGE OF [l CANCELLATION D SHOP CONTRACTOR DRAWINGS Miami Dade r-Zip:. 1,3 1 !f c"" Is the Building Historically Designated: Yes Construction Type: Flood Zone: ft 76j /%406di .State: t -FL NO BfE: FFE: hone#: Sl X•436 C - Zip: -5312/ Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: N) 1 E ' ` io Phone#:? k ^3 39g 6 Address: - L 3 `0 E Ito YZ ��--^^ City: N I`\ , 0. s�� State: t�L Zip: 33 Qualifier Name: kifq 1 L l3E I�L�T C • I Yc Phone#: State Certification or Registration #: GC_ 1.5 17 Z 11 Z Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: alue'of Workkfor this Permit: $_� ' F Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/ ; e•Iace ❑ Demob Description of Wofk: ' >I irAreS r Specify color of color thru tile: Submittal Fee $ L Q Q Permit Fee $ 10 5 0 CCF $ Z- I CO/CC $ Scanning Fee $ / 2 . Radon Fee $ I S ' 5 DBPR $ 1 5. 9-5 Notary $ JO-- Technology Fee $ Z. g- Training/Education Fee $ -4 Double Fee $ Structural Reviews $ / ZO / Z O Bond $ —8-- TOTAL FEE NOW DUE $ I Z 3 (3' 5 0 - (Revised02/24/2014) oir 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. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature // - l/ Signature OWNER or AGENT The foregoing instrument was acknowledged before me this ly day of '3\U , 20 )lp , by `bCV-iC t• `J , who is personally known to me or who has produced fiCV .,014\VJ t0Z,1 as identification and who did take an oath. NOTARY PUBLIC: Sign: Se .0"':44,, VERUSHKA 0 GA $ 4y£ Notary Public • State of Florida •= Commission # FF 197698 ,�►dd:' My Comm. Expires Feb 9, 2019 4,,Of fits, #a" ssrlrar4*tsgaadsdMoml►NatisWt •r--- APPROVED BY (Revised02/24/2014) 11/�g��, as Sign: �. _ 'w ~ Print: Seal: The foregoing instrument was acknowledged before me this day of ,20/ by 7 who js personally known to me or who has produced identification and who did take an oat NOTARY PUBLIC: Plans Examiner Zoning Structural Review Clerk Detai1,by Entity Name Page 1 of 3 FLORIDA DEPARTMENT Or STAT DIVISION OF CORPORATIONS Detail by Entity Name Florida Not For Profit Corporation �FLORt.DA.MINORITI�GOMMUNIT REINVESTMENT COALITION, INC. Filing Information Document Number N04000009651 FEI/EIN Number 20-1324945 Date Filed 10/12/2004 State FL Status ACTIVE Last Event AMENDMENT Event Date Filed 03/15/2005 Event Effective Date NONE Principal Address 701 SOUTH HOWARD AVENUE SUITE #106-147 TAMPA, FL 33606 Changed: 02/07/2013 Mailing Address 701,SOUTH HOWARD AVENUE SUITE #106-147 TAMPA, FL 33606 Changed: 02/28/2012 Registered Agent Name & Address PINA, AL 701 SOUTH HOWARD AVENUE SUITE #106-147 TAMPA, FL 33606 Address Changed: 02/28/2012 Officer/Director Detail Name & Address Title CD PINA, AL http://search. sunbiz. org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 7/26/2016 Detail,by Entity Name Page 2 of 3 8822 Crestview Dr #C TAMPA, FL 33604 Title TD BLACK, ELAINE 6015 N.W. 7TH AVENUE MIAMI, FL 33127 Title ESQ. CLYNE, REGGIE 814 PONCE DE LEON BLVD #210 CORAL GABLES, FL 33134 Title PHD BRUCE, JOY 659 NE 125TH STREET MIAMI, FL 33161 Title Board member Gonzalez, Jolie 701 South Howard Ave 106-147 Tampa, FL 33606 Title Director PadillarVictor- 633 SW 2nd St hallendale beach, FL 33009 Annual Reports Report Year 2014 2015 2016 Filed Date 03/25/2014 02/23/2015 01/26/2016 Document Images 01/26/2016 -- ANNUAL REPORT 02/23/2015 -- ANNUAL REPORT 03/25/2014 -- ANNUAL REPORT "02/07/2013 -- ANNUAL REPORT 02/28/2012 -- ANNUAL REPORT 02/14/2011 -- ANNUAL REPORT 04/19/2010 -- ANNUAL REPORT View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format http://search. sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 7/26/2016 Detail by Entity Name Page 3 of 3 04/23/2009 -- ANNUAL REPORT 06/30/2008 -- ANNUAL REPORT 07/02/2007 -- ANNUAL REPORT 05/04/2006 -- ANNUAL REPORT 08/30/2005 -- ANNUAL REPORT 03/15/2005 -- Amendment 10/12/2004 -- Domestic Non -Profit View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format Co.vriaht © and Privacy Policies State. of Florida, Department of State http://search. sunbiz. org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 7/26/2016 CORPORATE RESOLUTION THE UNDERSIGNED OFFICER OF FLORIDA MINORITY COMMUNITY REINVESTMENT COALTION, INC., a Florida non-profit corporation, (the "CORPORATION"), does hereby certify that the following is a true and correct copy of a Resolution duly and unanimously adopted by the Board of Directors of the CORPORATION at a duly called meeting of the Board, at which a quorum of the Board was present and voting throughout: BE IT RESOLVED that the CORPORATION is hereby authorized to enter into transactions whereby it is selling or acquiring FMCRC property, vehicles and or assets. BE IT FURTHER RESOLVED that AL PINA, the Director of this CORPORATION, be and is hereby authorized and directed to negotiate the specific terms and conditions of the said sales transaction and to execute and deliver on behalf of this CORPORATION such sale, and such other instruments and documents as may be necessary or required in order to consummate the transaction all of which shall contain such terms and conditions as said officer of this CORPORATION, shall determine to be in the best interests of this CORPORATION, with the signature of said Director, AL PINA, to be conclusive evidence of such determination and of the authority of said Director, AL PINA, to execute and deliver the same. THE UNDERSIGNED PRESIDENT FURTHER CbR 1lr'IES that the foregoing Resolution was duly and regularly enacted at a phone meeting of the Board of Directors on: 3/21/15 called for that purpose that authorizes FMCRC Chair full authority to sell''FMCRC assets and; held in accordance with the By -Laws of the CORPORATION and the laws of the State of Florida; that Al Pina, the Director of the CORPORATION, has full power and authority to bind the CORPORATION pursuant hereto; and that the Resolution is -in full force and effect as of the date of this Certificate and has not been altered, modified or rescinded. THE FOLLOWIl G BOARD VOTE FURTHER CER i1.t,'IES that the following is the duly elected and acting Officer of the CORPORATION, and that the name of certain of the Officer and Director below, who has executed and/or will be executing documents in connection with the transactions authorized by the foregoing resolution are the genuine signature of such Officer or Director: Chair and Director: AL PIN Director Joy Bruce IN WITNESS WHEREOF, I have affixed my name in my capacity as the Secretary of the CORPORATION set'forth below my signature v� aM • Secretary and Director Victor Padilla • CORPORATE RESOLUTION THE UNDERSIGNED OFFICER OF .FLORIDA MINORITY COMMUNITY REINVESTMENT COALTION, INC., a Florida non-profit corporation, (the "CORPORATION"), does hereby certify that the following is a true and correct copy of a :Resolution duly and unanimously adopted by the Board of Directors of the CORPORATION at a duly called meeting of the Board (VIA EMAIL), at which a quorum of the Board was present and voting throughout: BE IT FURTHER. RESOLVED that AL PINA. the Director of this CORPORATION, AND OR VERUSHKA ORTEGA be and is hereby authorized and directed to negotiate specific terms and conditions and to execute and deliver on behalf of this CORPORATION leases. sales and acquisitions of real estate properties, housing development of FMCRC properties, bank accounts and such other instruments and documents as may be necessary or required in order to consummate the transaction all ofwhich shall contain such terms and conditions as said officer of this CORPORATION. shall determine to be in the best interests of this CORPORATION, with the signature of said Director. AL PINA AND OR VERUSHKA ORTEGA to be conclusive evidence of such determination and of the authority of said Director, AL PINA AND OR VERUSHKA ORTEGA to execute and deliver the same. THE UNDERSIGNED PRESIDENT FURTHER CERTIFIES that the foregoing Resolution was duly and regularly enacted at a meeting of the Board of Directors (3/28/1 7) called for that purpose that authorizes FMCRC' Chair Al Pina and Verushka Ortega full authority to represent FMCRC full authority to represent FMCRC assets and heldin accordance with the By -Lows of the CORPORATION and the laws of the State of Florida; that the Director of the CORPORATION has full power and authority to bind the CORPORATION pursuant hereto; and that the Resolution is in full force and effect as of the date of this Certificate and has not been altered, modified or rescinded. THE FOLLOWING BOARD VIA BOARD VOTE VIA EMAIL FURTHER CERTIFIES that the following is the duly elected and acting Officer of the CORPORATION. and that the name of certain of the Officer and Director below, who has executed andlor will be executing documents in connection with the transactions authorized by the foregoing resolution are the genuine signature of such Officer or Director: President: JOLIE CONZALEZ Chair and Director: AL PINA IN WITNESS WHEREOF, I have affixed my name in my capacity as the Treasurer of the CORPORATION set forth below my signature Treasurer: Victor Padilla Michael Hurtak / Architect 2319 NE 16th Avenue Wilton Manors, FL 33305 561-330-3867 Cell: 305-772-7399 mikehurtak@aol.com TO: City of Miami Shores Building Department RE: 135 NE 98 Street Miami Shores, FL 33138 Release of Architectural Plans May 14, 2018 I, Michael Hurtak / Architect, hereby authorize the release of all the architectural plans you have on record prepared by me, (mechanical, building, electrical, plumbing, roof, etc.) to ACELAX LLC (Buyer) giving ACELAX LLC full right and permission to use said plans to finalize the construction for the above -referenced property. If you have any further questions or concerns, please feel free to contact me at 305-772-7399. ::::• Sincerely, Michael Hurtak / Architect STATE OF pi rYlcin COUNTY OF `YO"\ -1 • . . • •. f . .•• • a • • • • • • • •• . • • a • • • ' • • • • • • ••••••.. • • • • •. •• • • •• •• • • • •• ••• • • •••••• • • • • •• • • • • •.• • The foregoing instrument was acknowledged before me this ILI day of MO 2018, by V }CLiI(/1� 1 U Y+2 F- , who is personally known to me or produced Flo{ ;17 :o \LiY IA CP_A1 `-E as identificati (SEAL) AV.*, Yulye Nowak* =+e Cotmlssion GB 193123 Bonded tni Aaron Notray turn Notary Signature �u1 9dDjQ Printed Name My Commission Expires: 7/ ZZJ Zf72- z 2017 FLORIDA NOT FOR PROFIT CORPORATION ANNUAL REPORT DOCUMENT# N04000009651 Entity Name: FLORIDA MINORITY COMMUNITY REINVESTMENT COALITION, INC. Current Principal Place of Business: 701 SOUTH HOWARD AVENUE SUITE #106-147 TAMPA, FL 33606 Current Mailing Address: 701 SOUTH HOWARD AVENUE SUITE #106-147 TAMPA, FL 33606 US FEI Number: 20-1324945 Name and Address of Current Registered Agent: PINA, AL 701 SOUTH HOWARD AVENUE SUITE #106-147 TAMPA, FL 33606 US FILED Jan 09, 2017 Secretary of State CC2627058005 Certificate of Status Desired: No The above named entity submits this statement for the purpose of changing its registered office or registered agent, or both, in the State of Florida. SIGNATURE: Electronic Signature of Registered Agent Officer/Director Detail : Title CD Name +SPINA, AL 7 Address 701 SOUTH HOWARD AVENUE SUITE #106-147 City -State -Zip: TAMPA FL 33606 Title Name Address City -State -Zip: SECRETARY GONZALEZ, JOLIE PO BOX 18771 TAMPA FL 33679 Title Name Address City -State -Zip: Title Name Address City -State -Zip: PHD BRUCE, JOY 659 NE 125TH STREET MIAMI FL 33161 TREASURER PADILLA, VICTOR 701 SOUTH HOWARD AVENUE SUITE #106-147 TAMPA FL 33606 Date I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath; that I am an officer or director of the corporation or the receiver or trustee empowered to execute this report as required by Chapter 617, Florida Statutes; and that my name appears above, or on an attachment with all other like empowered. SIGNATURE: ALBERT PINA CD 01/09/2017 Electronic Signature of Signing Officer/Director Detail Date Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-3206-013-2310 Property Address: 135 NE 98 ST Miami Shores, FL 33138-2336 Owner FLORIDA MINORITY COMMUNITY REINVESTMENT COALITION INC Mailing Address 7210 N MANHATTAN AVE 1314 TAMPA, FL 33614 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,220 Sq.Ft Living Area 1,794 Sq.Ft Adjusted Area 1,995 Sq.Ft Lot Size 5,750 Sq.Ft Year Built 1958 Assessment Information Year 2016 2015 2014 Land Value $143,808 $109,388 $109,388 Building Value $138,852 $138,852 $135,261 XF Value $650 $528 $536 Market Value $283,310 $248,768 $245,185 Assessed Value $283,310 $248,768 $231,850 Benefits Information Benefit Type 2016 2015 2014 Non -Homestead Cap Assessment Reduction $13,335 Affordable Housing Exemption $283,310 Note: Not all benefits are applicable to all Taxable Values (i e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOT 19 BLK 17 LOT SIZE 50.000 X 115 OR 17279-3639 0796 4 COC 25928-0716 09 2007 6 Page 1 of 1 Generated On : 3/23/2017 Taxable Value Information 2016 2015i 2014 County Exemption Value $283,310 $0 $0 Taxable Value $0 $248,768 $231,850 School Board Exemption Value $283,310 $0 $0 Taxable Value $0 $248,768 $245,185 City Exemption Value $283,310 $0 $0 Taxable Value $0 $248,768 $231,850 Regional Exemption Value $283,310 $0 $0 Taxable Value $0 $248,768 $231,850 Sales Information Previous Sale Price OR Book - Pa a 9 Qualification Description 11/25/2015 $230,000 30044-4635 Financial inst or "In Lieu of Forclosure" stated 09/17/2015 $345,200 29785-1954 Financial inst or "In Lieu of Forclosure" stated 09/01/2007 $680,000 25928-0716 Other disqualified 08/01/2005 $417,000 23748-1374 Sales which are qualified 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/ 3/23/2017 Detail by Entity Name Page 1 of 2 Florida Department of State Department of State / Division of Corporations / Search Records / Detail By Document Number / DIVi SION OF Cortvora„* cNs Detail by Entity Name Florida Not For Profit Corporation FLORIDA MINORITY COMMUNITY REINVESTMENT COALITION, INC. Filing Information Document Number N04000009651 FEI/EIN Number 20-1324945 Date Filed 10/12/2004 State FL Status ACTIVE Last Event AMENDMENT Event Date Filed 03/15/2005 Event Effective Date NONE Principal Address 701 SOUTH HOWARD AVENUE SUITE #106-147 TAMPA, FL 33606 Changed: 02/07/2013 Mailing Address 701 SOUTH HOWARD AVENUE SUITE #106-147 TAMPA, FL 33606 Changed: 01/09/2017 Registered Agent Name & Address [PINA—AL-� 701 SOUTH HOWARD AVENUE SUITE #106-147 TAMPA, FL 33606 Address Changed: 02/28/2012 Officer/Director Detail Name & Address Title CD PINA, AL http://search. sunbiz. org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 3/23/2017 Detail by Entity Name Page 2 of 2 701 SOUTH HOWARD AVENUE SUITE #106-147 TAMPA, FL 33606 Title PHD BRUCE, JOY m 659 NE 125TH STREET MIAMI, FL 33161 Title Secretary — Gonzalez—lolie PO Box 18771 Tampa, FL 33679 Title Treasurer NPadilla7VictoF j 701 SOUTH HOWARD AVENUE SUITE #106-147 TAMPA, FL 33606 Annual Reports Report Year Filed Date 2015 02/23/2015 2016 01/26/2016 2017 01/09/2017 Document Images 01/09/2017 -- ANNUAL REPORT 01/126/201 6 -- ANNUAL REPORT 02/23/2015 --ANNUAL REPORT 03/25/2014 -- ANNUAL REPORT 02/07/2013__.---ANNUAL REPORT 02/28/2012 — ANNUAL REPORT 021'14/2011 --ANNUA€.. REPORT 04/ 19201.0.. __ ANNUAL REPORT 04/23/2009 -- ANNUAL REPORT 07/02/2007 -- ANNUAL REPORT 05/04/2006 -- ANNUA€.. REPORT 08/30/2005..::,-,.ANN UAL _REPORT 03/15/2005 -- Amendment 10/12/2004_--_Domestic. Non -Profit View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF tormat View image in PDF forrnaf View image in PDF format View image in PDF format View image in PDF format View image in PDF tormat View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF tormat fr orl!:i. De i srtn err or Sate, L'!.'sion rr..Cr, http://search. sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 3/23/2017 Company M.HURTAK .ARCH JOB TITLE 1 FLORIDA35 N E . ST MIAN SHORES FLA Address 2319NE16TH AVE JOB NO. 911 SHEET NO. 1 City, State Phone . WILTON MMORSG4 ULATED BY MH DATE 9/11/16DATE 561 3303868 CHECKED BY MH CS15 Ver 2016.06.21 STRUCTURAL CALCULATIONS FOR FLORIDA MINORITY City, State • • • • •• • •••••• • •.•••+ • • • • • • • • • • • • • •• •• f • J • • • • • • • • • • • • •• • •• • • • • • • • www.struware.com •• • • • • • • • • • •• • • • •••• • • • • f • • • • • • • • • • • •• •• • • • • • •••••• • • • • • • • • • • •••••• • • • • • • • • • • • 000000 • • Compam. Address City, State Phone . M.HURTAK .ARCH 2319NE16TH AVE • WILTON Its1. 561 3303868 JOB TITLE FLORIDA . 135 NE 98 ST MIAN FLA SHEET NO. 1 JOB NO. 93 ULATED BY LB CHECKED BY LB DATE 9/4/16 DATE CS15 Ver 2016.06.21 STRUCTURAL CALCULATIONS FOR FLORIDA MINORITY I City, State www.struware.com .. •. • • • •••• • • • • ..• • .. . .... • • • • • • .••• • • • • • • • .. .. • • •••• • • • • ....•••• • • • • • • • • • • • • • • ..• .... • • • Company Address 135 NE 98ST MIAM . SHEET NO. JOB NO. 911 City, State CALCULATED BY MH DATE 9/11/16 Phone CHECKED BY MH DATE JOB TITLE FLORIDA MINORITY INT. REMODEL Code Search Code: Florida Building Code 2014 Occupancy: Occupancy Group = R Residential Risk Category & Importance Factors: Risk Category = Wind factor = Snow factor = Seismic factor = Type of Construction: Fire Rating: Roof = Floor = Building Geometry: Roof angle (8) Building length (L) Least width (B) Mean Roof Ht (h) Parapet ht above grd Minimum parapet ht I I 1.00 1.00 1.00 1.0 hr 0.0 hr 3.00 / 12 72.0 ft 29.5 ft 10.0 ft 0.0 ft 0.0 ft 14.0 deg Live Loads: Roof 0 to 200 sf: 20 psf 200 to 600 sf: 24 - 0.02Area, but not Tess than 12 psf over 600 sf: 12 psf Floor. Typical Floor 0 psf Partitions 15 psf 0 O psf Corridors above first floor 80 psf Balconies (exterior) - same as occup. 0 psf www.struware.com ... . • • • . .... • .. . • . . • . . ..• .... • . . . .... ..• .. .... . . • . .. .. .... • • • • • • • • . • . • .. . .... . . . .. . � . . . • • • Company Address City, State Phone JOB TITLE FLORIDA MINORITY INT. REMODEL 135 NE 98 ST MIAMI SHORES FLA. JOB NO. 911 SHEET NO. CALCULATED BY MH DATE 9/4/16 CHECKED BY MH 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 I I C Enclosed Building +/-0.18 0.85 0.849 0.849 Topographic Factor (Kzt) 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= 0.00 x/Lh = 0.00 z/Lh = 0.00 At Mean Roof Ht: Kzt = (1+K1K2K3)^2 = Gust Effect Factor h = 10.0 ft B = 29.5 ft /z (0.6h) = 15.0 ft Rigid Structure e = 0.20 = 500 ft Zmin = 15 ft c = 0.20 go, gv = 3.4 LZ = 427.1 ft Q = 0.94 IZ = 0.23 G = 0.89 use G = 0.85 Hip Flat 0.0 ft 0.0 ft 0.00 0.00 0.0 ft 0.0 ft downwind K� = 0.000 K2 = 0.000 K3 = 1.000 1.00 Z Az) Speedup V .) **wind) x(downwind) H< 15ft;exp C H/2 Kzt=1.0 ESCARPMENT V(z) V(z) x(upwind) .. H/2 Speed-up x(downwind) H 2D RIDG6so?D AXISVAIME'rRICAj..y(I... . . ... • • • • .. .. .•.. . . • • Flexible structure if natural frequency < 1 Fit jr 31 second). • • • • However, if building h/B < 4 then probably r+gici sttulture (rule o thumb). h/B = 0.34 Rigia structure • • . .. . •.. • . . . G = 0.85 Using rigid structure default Flexible or Dynamically Sensitive Structure Natural Frequency (n,) = 0.0 Hz Damping ratio U) = /b = /a = Vz = N1 = Kn = Hn = Hg = HL = gR R = G = 0 0.65 0.15 147.8 0.00 0.000 28.282 28.282 28.282 0.000 0.000 0.000 n= n= = •. • . • .• • • 0.000 h = 10.0 ft 0.000 0.000 Company Address City, State Phone JOB TITLE FLORIDA MINl1Ki i 1 nv 1 . - 135 NE 98 ST MIAMI SHORES FLA. JOB NO. 911 SHEET NO. DATE _ 9�4L16 CALCULATED BY MH CHECKED BY MH DATE Enclosure Classification Test for Enclosed Building: A building that does not qualify as open or partially enclosed. Test for Open Building: All walls are at least 80% open. Aoi 0.8Ag Test for Partial) Enclosed Buildin : Ao Ag Aoi Agi sf Ao >_ 1.1Aoi sf Ao > 4' or 0.01 Ag sf Aoi /Agi <_ 0.20 sf Test Building is NOT Partially Enclosed ERROR: Ag must be greater than satisfy all of the following: Conditions to qualify as Partially Enclosed Building. Must Ao 1.1Aoi 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 sof urfacela eas of the building ngs in the building nenve ope (walls and (walls and oroof) not including Ag. Agi =the sum of the gross Reduction Factor for lar e volume s artiall enclosed buildin • s Ri : If the partially enclosed building contains a single room that is unpartitioned , the internal• • • • pressure coefficient may be multiplied by the reduction factor Ri. 0 sf Total area of all wall & roof openings (Aog): 0 sf •"" Unpartitioned internal volume (Vi) : Ri = 1.00 ""• Altitude ad"ustment to constant 0.00256 caution - see code Altitude = 0 feet Constant = 0.00256 . . .... . . . .. • . . .... • . . • .... .... . • .... • . . . .... • . . ..• . .• • • • Average Air Density = 0.0765 Ibm/ft3 Company Address City, State Phone JOB TITLE FLORIDA MINORITY INT. REMODEL 135 NE 98 ST MIAMI SHORES FLA. JOB NO. 911 SHEET NO. CALCULATED BY MH DATE 9/11/16 CHECKED BY MH DATE Wind Loads - MWFRS h<_60' Low-rise Buildin • s Enclosed/ • artiall enclosed onl Edge Strip (a) = End Zone (2a) = Zone 2 length = Kz = Kh (case 1) = Base pressure (qh) = GCpi = Surface 1 3 4 5 6 1E 2E 3E 4E 5E 6E 1 2 3 4 5 6 0.85 56.6 psf +/-0.18 Wind Pressure Coefficients CA EA 6=14deg GCpf w/-GCpi w/+GCpi 0.48 0.66 0.30 - 0.69 -0.51 -0.87 - 0.44 -0.26 -0.62 - 0.37 -0.19 -0.55 0.72 0.90 - 1.07 -0.89 - 0.63 -0.45 -0.56 -0.38 0.54 - 1.25 - 0.81 -0.74 CASE B 3.0 ft 6.0 ft 14.8 ft GCpf w/-GCpi w/+GCpi - 0.45 -0.27 -0.63 - 0.69 -0.51 -0.87 - 0.37 -0.19 -0.55 - 0.45 -0.27 -0.63 0.40 0.58 0.22 -0.29 -0.11 -0.47 -0.48 -0.30 -0.66 -1.07 -0.89 -1.25 -0.53 -0.35 -0.71 - 0.48 -0.30 -0.66 0.61 0.79 0.43 - 0.43 -0.25 -0.61 1E 2E 3E 4E 5E 6E Ultimate Wind Surface Pressures (psf) 37.2 -28.9 -14.5 -11.0 16.9 -49.2 -34.9 -31.4 51.2 30.8 - 50.3 -70.7 - 25.3 -45.6 - 21.3 -41.7 Parapet Windward parapet = Leeward parapet = 0.0 psf (GCpn = +1.5) 0.0 psf (GCpn = -1.0) Horizontal MWFRS Simple Diaphragm Pressures (psf) Transverse direction (normal to L) Interior Zone: Wall 48.2 psf Roof -14.4 psf ** End Zone: Wall 72.5 psf Roof -25.1 psf ** Longitudinal direction (parallel to L) Interior Zone: Wall 39.0 psf End Zone: Wall 58.8 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. -15.3 -28.9 - 10.7 - 15.3 32.8 • -$.2 ••••50.3 .••:39.8 ...37.0 • • ..4d.7 •• •. - 35.6 -49.2 -31.1 -35.6 •: 2 4 • -47.3 -40.2 • -37 ••ao • �34.5 .•. • • •. • • • • • • •• Windward roof : • ' overhangs I- . 39.6 Qsf• (epward}.acid {o. • •• w()�fies iradward roclure • . • .• • WINDWARD WINDWARD ROOF OV ERHAN6 1 1 I 1 I 1 1 1 I FLEE f ARDtROO I t VERTICAL 3 orZONE 2 TRANSVERSE EL▪ EVATION IJ2oxZONE 2 LONGITTJDINAL E▪ LEVATION Company Address City, State Phone CASE A JOB TITLE FLORIDA MINORITY INT. REMODEL 135 NE 98 ST MIAMI SHORES FLA. JOB NO. 911 SHEET NO. DATE 9/11/16 CALCULATED BY MH DATE CHECKED BY MH Location of MWFRS Wind Pressure Zones ZONE 2: lessor of 0.5 B or 2.5 h If 2 is negative Svi o DIRECTION RANGE \VIND 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 0.5 B or2.5h If 2 is negative Transverse Direction NOTE: Torsional loads are 25% of zones 1 - 4. See code for loading diagram. 4E CASE B •••• • • • • •••• • • • •• • • •• • • • •••• •••• • • •••• • • •• • • • • • • • •• •• •••• • • • • ••• •• •••• • • 2• • Lon>?itudinal Direction • • •••• • • • 1 • • •• • WINDDIRECTION Company Address City, State Phone Wind Loads Components & Cladding : h <=h60' Kh (case 1) = 0.85 Base pressure (qh) = 56.6 psf a = Minimum parapet ht = 0.0 ft GCpi = Roof Angle (0) = 14.0 deg Type of roof = Hip Roof Area Negative Zone 1 Negative Zone 2 Negative Zone 3 Positive All Zones Overhang Zone 2 Overhang Zone 3 Para et 10 sf -1.08 -1.88 -1.88 0.68 GCp +/- GCpi 50 sf -1.01 -1.53 -1.53 0.54 100 sf -0.98 -1.38 -1.38 0.48 JOB TITLE JOB NO. CALCULATED BY CHECKED BY 10.0 ft 3.0 ft +/-0.18 FLORIDA MINORITY INT. REMODEL .135 NE 98 STMIAMI SHORES FLA. SHEET NO. DATE 9/11/16 DATE Surface Pressure (psf) 10 sf -61.1 -106.4 -106.4 38.5 50 sf -57.1 -86.6 -86.6 30.6 -2.20 -2.20 -2.20 -124.5 -124.5 -2.20 -2.20 -2.20 -124.5 -124.5 -124.5 -124.5 -124.5 Negative zone 3 = zone 2, since hip roof with angle <= 25 degrees Overhang pressures in the table above assume an intemal pressure coefficient (Gcpi) of 0.0 Overhang soffit pressure equals adj wall pressure (which includes intemal pressure of 10.2 psf) 100 sf 55 4 -78.1 -78.1 27.2 Ultimate Wind Pressures User input 9 sf -61.1 -106.4 -106.4 38.5 45 sf -57.4 -87.9 -87.9 31.1 qp = 0.0 psf CASE A = pressure towards building (pos) CASE B = pressure away from bldg (neg) Walls Solid Parapet Pressure CASE A : Interior zone: Comer zone: CASE B : Interior zone: Gomer zone: Area Negative Zone 4 Negative Zone 5 Positive Zone 4 & 5 10 sf -1.28 -1.58 1.18 GCp +/- GCpi 100 sf -1.10 -1.23 1.00 500 sf -0.98 -0.98 0.88 10 -124.5 -124.5 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 -124.5 User input 0 sf User input 0.0 0.0 0.0 0.0 Surface Pressure (psf) sf 10 500 sf 24 21 sf 72.4 -89.4 -69.2 -82.9 63.5 66.8 O sf -62.4 -69.4 56.8 -55.4 -55.4 49.8 sf -68.6 -81.8 63.0 • • • • • • • • • • • •• • • • • • • • • • • . . •• • • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • . • • • • • • � . • • • • • • • • • • • Company Address City, State Phone Roofs w/ 9 <_ 10° and all walls h>60' Monoslope roofs 10°<0<_30' h 5 60' & alt design ff<90' JOB TITLE JOB NO. CALCULATED BY CHECKED BY FLORIDAU NORIV r. REMODEL .135 NE 98 ST MIAMI SHORES FLA. 911 SHEET NO. DATE 9/11/16 DATE Location of C&C Wind Pressure Zones Walls h<_60' & alt design h<90' a a Multi -span Gabfe & Gable 7° < 6 <_ 45° 1-1 Gable, Sawtooth and Multispan Gable 0 <_ 7 degrees & Monoslope <_ 3 degrees h <_ 60' & alt design h<90' Hip 7° < Ultimate Wind Pressures Monoslope roofs 3°<0<_10° h <_ 60' & alt design h<90' 8 5 27° • •. ... .... • • • • • • ...• •. • • • • •. ••.• • • • • • • .•• • . SaYvtborh 20° < 0.g • h <_ 60`& aft•design, at 94'• • • • • • • • • • • • • • • • • • • . � • • • • Stepped roofs 9 5 3° h 5 60' & alt design h<90' Pi-4,72694 Itiriva ie.; 77 Remo pet_ 44,6e oristif rbe.51r //me 54teificS -fre't tiro-, l- ad? i 4 972- 2 4 SI,/ - 07 f ' 3 r ,Pt- le6.4 47e ( &$ .0- se b i • /-6S 7 rot 7C‘ La:1;740°47 CO, - If rf 41. 1444enkte AecAtt if.pt 1.9911: it• sic 43.0„ 37.fr-• 4)11- s4 Kz4 4,r sie '&3-4 7 vi.43.4- q 5p, - v 73 )C43 10 66*" -rt* .01e00/2 )( 401. • • • • Al .7 xl t 9 sP-4 . • • . • • • • • • • • • • • •• • • . • • • • • • • • • • • • • • • • • • a • • . • • •• •• • • • • • • E TOPS- PROJECT : FLORIDA MINOTITY INT. REMODEL CLIENT : FLORIDA MINOTITY INT.DATE: 9DEL 11/2016 JOB NO : 911 WOW ;Bea m Desi n Base ;on,NDS 2005- „r." r' PAGE: BEAM DESIGN BY : MH REVIEW BY: MH INPUT DATA MEMBER SIZE = 4 x 12 No. 2, Southern Pine DL = 375 Ibs/ft LL = 450 Ibs / ft = 5 ft Camber =>0 in (1.5 DL deflection) SELF = • 9 Ibs / ft MEMBER SPAN TL = 834 Ibs / ft PLL = , .',0: ,,. ; Ibs (Non concurrent point live bad, see IBC Tab 1607.1 or UBC Tab16Code Designation A) t Structural, Douglas Fir -Larch Does member support plaster ? (See IBC Tab 1604.3 or UBC Tab 161 Secr D) 2 Select Douglas Fir -Larch (1= yes, 0= no) 0 No 2, Douglas Fir -Larch Does member have continuous lateral support ? 4 3 No. Select Doructural, Southern Pine (1=yes, 0= no) •,1 'r Yes 5 No. 1, Southern Pine Code Duration Factor, Cn Condition 6 No. 2, Southern Pine 1 0.90 Dead Load Choice => �' w�6' �" 2 1.00 Occupance Live Load C Ci CL Snow Load CD CM t 3 1.1.00 1.00 1.00 1.00 1.00 4 1.25 Construction Load Wind/Earthquake Load CF Cv Cc Cr 5 1.00 1.10 1.00 1.00 1.00 6 2.00 Impact Load Choice => 2 . Occu •ance Live Load DESIGN SUMMARY 1. Check Bending: M / S < Fb L = 5.0 ft 423 psi < 1,650 psi ok w = 834 Ibs/ft = 0 Ibs <= Case 1 Govems ! PLL 2. Check Shear: 1.5 V / A < Fv R ` = 2,084 Ibs 50 psi < 175 psi ok V=(___2L-d Iw+p„ = 1,302 Ibs L J 3. Check Live Load Deflection: f r 3 6 0 M = wL2 + P,rL = 2 605 ft-Ibs N/A 8 4 0.01 in < 0.17 in L 5wriL4 + PuL3 = 0.01 in A (tsar+rr) 4u = 384EI 48E1 4. Check Long-term Deflection: 2 4 0 5w(o.sd+u)L' PuL3 = 0.01 in < 0.25 in N/A 0(os u+n) = 384E7 + 48EI 0.01 in ANALYSIS 4 x 12 Properties b = 3.50 in E'min = N/A d = 11.25 in lE = N/A A = 39.4 in2 S = 73.8 in3 RB = N/A = 415 in" FbE = N/A E = Ex = 1600 ksi Fb = N/A Fb = 1,500 psi F = FbE / Fb* = N/A F = 175 psi, (CH included to comply with NDS 97) E' = 1,600 ksi Ft = 1,650 psi F.' = 175 psi Li- DL Maximum length permitted by: Bending : Shear Governs .48wrrSFa L= we • • . •_ •••• • • •••• �.9 it (case 1) • • • • • • +8waSFb- •• • L= wet •••••• = ' f6 • f (case!) •••• •• •• •••• • •• •• •••• = 12.9. ft (case 1) 2FvA + 2d L 1.5w,r • • • • ip • • 2FvA+2d-2Pri •.• • . _ L 1.5w, Wd DL • • • PLL in the middle of span for bending or neor support for sheer only 1 CASE 2: DL+PLL • • 11s:•t (case2) •• • CASE 1: DL+LL PROJECT : .FLORIDA MINORITY , CLIENT : FLORIDA MINORITY JOB NO.: 911 DATE: 9/11/2016 PAGE : CEILINGJOIST DESIGN BY : MH REVIEW BY : .MH Wood' Beam Design. Base on NDS 2005 r INPUT DATA DL = LL = SELF = TL = 13 7 2 22 Ibs / ft Ibs / ft Ibs/ft Ibs/ft MEMBER SIZE = MEMBER SPAN 2x8 11.8 ft PLL = 0 Ibs (Non concurrent point live load, see IBC Tab 1607.1 or UBC Tab16-A) Does member support plaster ? (See IBC Tab 1604.3 or UBC Tab 16-D) (1= yes, 0= no) 0 No Does member have continuous lateral support ? (1= yes, 0= no) .0. No Code Duration Factor, Cn Condition 1 0.90 Dead Load 2 1.00 Occupance Live Load 3 1.15 Snow Load 4 1.25 Construction Load 5 1.60 Wind/Earthquake Load 6 2.00 Impact Load Choice => .1 Dead Load DESIGN SUMMARY L w PLL R V=(-dJw+P„ M=wL2+PrIL 8 4 11.8 22 0 132 ft Ibs/ft Ibs Ibs } <= Case 1 Governs ! = 118 lbs = 389 ft-Ibs 5w„L4 Pr,L3 = 0.04 in D„ - + 384E1 48E1 5w(o.sd+rr)L4 + Pa „+ - 0.08 in Oto.s u> = 384E/ 48E1 3 No. 2, Southern Pine Camber =>0.1 in (1.5 DL deflection) Code Designation 1 Select Structural, Douglas Fir -Larch 2 No. 1, Douglas Fir -Larch 3 No. 2, Douglas Fir -Larch 4 Select Structural, Southem Pine 5 No. 1, Southem Pine 6 No. 2, Southem Pine Choice => _ •-6�=-` CD CM Ct Ci CL 0.90 1.00 1.00 1.00 0.68 CF Cv Cc Cr 1.00 1.00 1.00 1.00 1. Check Bending: M / S < Fb 355 psi < 919 psi 2. Check Shear: 1.5V/A<Fv 16 psi < 158 psi •••• • • • • •s• :, 3. Check Live Load Deflection! • A rr• • 6.0 • • • 0.04 •ira:•�. •••• • • •••• 4. Check Long-term Deflecjigg:, • A 0.08 • • •• •• it < • • • ok ok ••••t • 0.39 do •N/A ••••i • • • • • • •• •r L ••••4 to.sd•••• 240••s0 • • 0.59 • in N/A i • •i • • ••••i ANALYSIS 2 x 8 Properties b = 1.50 in d = 7.25 in A = 10.9 S = 13.1 I = 48 E = EX = 1600 Fb = 1,500 F„ = 175 E' = 1,600 Fb' = 919 Fv' = 158 in2 in3 Emin = 1E = 690 ksi 21.0 ft • • • •• • Maximum length permitted by: (Tab 3.3.3 footnote 1) Bending : RB = 28.527 in4 FbE = 1017 ksi Fb= 1350 psi F = FbE / Fb' = 0.75 psi, (C„ included to comply with NDS 97) ksi psi psi LL `Y J' J' 'Y i J' J' J• J' D L 1 1 J, ! J< / b J, J. 1 J Jr JN <50 psi psi Shear : 4BwaSFb = wa Pu + 8w, SFb - Prr L= war L = 2F°A + 2d 1.5w„ L = 2F,A + 2d - 2P„ 1.5wa wa 4 • • • • •• • • • ••••i• • • = 19.0 ft (case 1) = 22.9 ft (case 2) = 103.4 ft (case 1) = 149.9 ft (case 2) Pig in the middle of span for bending or near support for shear only CASE 1: DL+LL Governs CASE 2: DL+PLL CHECK THE BEAM CAPACITY WITH AXIAL LOAD AXIAL LOAD P = 4.5 kips THE ALLOWABLE COMPRESSIVE STRESS IS Fo' = Fc CD Cp CF = 63 psi Where F, = 1650 psi CD = 1.60 CF = 1.00 (Lumber only) Cp=(1+F)/2c-[(1+F)/2c)2-F/c]05 = 0.024 F,' = F, CD CF = 2640 psi Le = Ke L = 1.0 L = 142 in b = 1.5 in LL DL SF = slenderness ratio = 94.4 > 50 [Unsatisfies NDS 2005 Sec. 3.7.1.4] FCE = 0.822 E'min / SF2 = 64 Psi E'mi„ = 690 ksi F = FcE / F,* = 0.024 c = 0.8 THE ACTUAL COMPRESSIVE STRESS IS fb = P / A = 414 psi > Fc' [Unsatisfactory] THE ALLOWABLE FLEXURAL STRESS IS Fb = 1634 psi, [ for CD = 1.6 ] THE ACTUAL FLEXURAL STRESS IS fb = (M + Pe) / S = 869 psi < Fb [Satisfactory] CHECK COMBINED STRESS [NDS 2005 Sec. 3.9.2] (fb / Fb )2 + fb / (Fe (1 - fc / FcE)] = 42.588 > 4 / 3 [Unsatisfactory] Hence the beam design is inadequate. CL, P •.•• • • • • • • • • • • • • I • • • •• . • •• • • • • • • • • • • • • I • • • • • • • 4 .••• • • • • • • • • • • • • •• •• ••••l • • • • • • • • • 4 • • • • •• Cp.,• • • • • • • • 4 • • • • • • • • • • • • • • • • • •• • •••• • • • • R (L =I 2 -d w+Pn wL2+P�fL 8 4 PROJECT : .FLORIDA MINORITY CLIENT : FLORIDA MINORITY JOB NO.: 911 DATE: 9/11/2016 PAGE : ROOF JOIST DESIGN BY : MH REVIEW BY : .MH Wood; Beam DesignlBase on: NDS i2005's. INPUT DATA DL = 15 LL = 30 SELF = 2 TL = 47 Ibs / ft Ibs/ft Ibs/ft Ibs/ft MEMBER SIZE = MEMBER SPAN 2x8 = 11.8 ft Pt t = - t 0i'.;'-:, Ibs (Non concurrent point live load, see IBC Tab 1607.1 or UBC Tab16-A) Does member support plaster ? (See IBC Tab 1604.3 or UBC Tab 16-D) (1= yes, 0= no) •0, No Does member have continuous lateral support ? (1= yes, 0= no) '%�,x1 '•,= Yes Code Duration Factor, Cn Condition 1 2 3 4 5 6 Choice = 0.90 Dead Load 1.00 Occupance Live Load 1.15 Snow Load 1.25 Construction Load 1.60 Wind/Earthquake Load 2.00 Impact Load > 2 •Occupance Live Load DESIGN SUMMARY L = 11.8 ft w = 47 Ibs/ft 0 Ibs <= Case 1 Governs I = 279 Ibs = 251 Ibs = 824 ft-Ibs 5w,L4 + Pr1L3 = 0.17 in Au - 384EJ 48E1 5w(o.5a+n)L4 ± PuL3 A(osS+u) = 384E1 48E/ 0.22 in No. 2, Southern Pine Camber =>0.1 in (1.5 DL deflection) Code Designation 1 Select Structural, Douglas Fir -Larch 2 No. 1, Douglas Fir -Larch 3 No. 2, Douglas Fir -Larch 4 Select Structural, Southern Pine 5 No. 1, Southern Pine 6 No. 2, Southern Pine Choice => CD CM Ct Ci CL 1.00 1.00 1.00 1.00 1.00 CF Cv Cc Cr 1.00 1.00 1.00 1.00 1. Check Bending: M / S < Fb 753 psi < 1,500 psi 2. Check Shear: 1.5 V / A < Fv 35 psi < 175 psi • • • • •.•• L 3. Check Live Load Deflection. • • A rr S • b 0 •••• 0.17 • •i...4 0.39 .in ••.• • • • • • • • •••• •• •_ 4. Check Long-term DeflecjiVV.. • A (o. s e� t:)•- • • • • •• •• ••.• 0.22 in < 0.59 ein • • • • • • • ok ok •••••. • ••••;• • N/A • • • L ••••* 24(1,14.1. •••/A.I•• N •• ANALYSIS 2 x 8 Properties b = d = A = S = I = E=Ex= Fb = Fv = E' = Fe = Fv' = 1.50 7.25 10.9 13.1 48 1600 1,500 175 1,600 1,500 175 in E'min = N/A in LE = N/A in2 in3 RB = N/A in° N/A ksi Fb = N/A Psi Psi, ksi Psi psi FbE = F = FbE /Fb* = (CH included to comply with NDS 97) ld✓b�ddd�JdI,J 4 N/A • • • •• • Maximum length permitted by: Bending : Shear : L= �8wrrs Fb wu L-VPu+BwaiSFb-Pu wa L-2F„A+2d 1.5w, L=2F`A+2d-2Prr 1.5wa Iva • • •••• • • • •• • • • = 16.7 ft (case 1) = 27.5 ft (case 2) = 54.8 ft (case 1) = 147.4 ft (case 2) P« in the middle of span for bending or near support for shear only II/11/ld✓•J,ld! 4 4 • CASE 1: DL+LL <= Governs CASE 2: DL+PLL CHECK THE BEAM CAPACITY WITH AXIAL LOAD AXIAL LOAD P = 4.5 kips THE ALLOWABLE COMPRESSIVE STRESS IS F,' = Fc Cc Cp CF = 1258 psi Where Fc = 1650 psi Co = 1.60 CF = 1.00 (Lumber only) Cp = (1+F) / 2c - [(1+F) / 2c)2 - F / c]05 = 0.476 Fc* = Fc Co CF = 2640 psi Le = KQL = 1.OL = 142 in d = 7.25 in SF = slendemess ratio = 19.5 < 50 [Satisfies NDS 2005 Sec. 3.7.1.4] FoE = 0.822 E'mio / SF2 = 1487 psi E'min = 690 ksi F = FCE / Fc* = 0.563 c = 0.8 THE ACTUAL COMPRESSIVE STRESS IS fc = P / A = 414 psi < Fc' [Satisfactory] LL DL 11 THE ALLOWABLE FLEXURAL STRESS IS Fb = 2400 psi, [ for CD = 1.6 ] THE ACTUAL FLEXURAL STRESS IS fb = (M + Pe) / S = 1994 psi < Fe [Satisfactory] CHECK COMBINED STRESS [NDS 2005 Sec. 3.9.2] (fb / Fc' )2 + fb / [Fe (1 - fc / FcE)] = 1.259 < 4 / 3 [Satisfactory] Hence the beam design is adequate. P Note: This is straight beam. The top of the beam is continuously braced by the plywood sheathing and nonslenderness factor, C1 , adjustment is necessary for gravity load. For axial load , the only strong axis factor, Cp , should be consided. • • •• • • • • . • •• • • • • • • • •• • • • • • •. • • • • • • • • • • • • • • • . • • • • •• •• .••• • • • • •• •• .•.• • • • • • • • • • • • • • • • • • • •• • •••• • • • • • PROJECT : .FLORIDA MINORITY CLIENT : FLORIDA MINORITY JOB NO.: 911 DATE 9/11/2016 PAGE : ROOF JOIST DESIGN BY : MH REVIEW BY : MH &tBeam` Design Base'on' NDS10051, ..` INPUT DATA DL = 20 Ibs / ft MEMBER SIZE = 2 x 8 LL = 40 Ibs / ft SELF = 2 Ibs/ft MEMBER SPAN TL = 62 lbs / ft = , , r .`c0; •t Ibs (Non concurrent point live load, see IBC Tab 1607.1 or UBC Tab16-A) Does member support plaster ? (See IBC Tab 1604.3 or UBC Tab 16-D) (1= yes, 0= no) 01 , No Does member have continuous lateral support ? (1= yes, 0= no) ;+ 1 Yes Code Duration Factor, Cn 1 2 3 Y=2-djw+pfl M=wL2+P1L 8 4 0.90 1.00 1.15 4 1.25 5 1.60 6 2.00 Choice => DESIGN SUMMARY Condition Dead Load Occupance Live Load Snow Load Construction Load Wind/Earthquake Load Impact Load Occupance Live Load L = 11.8 ft w = 62 Ibs/ft PLL = 0 Ibs <= Case 1 Governs ! R = 368 Ibs = 330 Ibs 1,085 ft-Ibs 5w1L4 + P1L3 = 0.23 in Au=384E/ 48E1 5w(o.5a+n)L4 + PiL3 A(o.5d1+u) = 0.29 in 384E1 48E1 = 11.8 ft No. 2, Southern Pine Camber =>0.2 in (1.5 DL deflection) Code 1 2 3 4 5 6 Choice CD CM 1.00 1.00 CF Cv 1.00 1.00 Designation Select Structural, Douglas Fir -Larch No. 1, Douglas Fir -Larch No. 2, Douglas Fir -Larch Select Structural, Southern Pine No. 1, Southern Pine No. 2, Southern Pine => t5.1 6 .ri Ct Ci CL 1.00 1.00 1.00 Cc Cr 1.00 1.00 1. Check Bending: M / S < Fb 991 psi < 1,500 psi 2.CheckShear: 1.5V/A<F„ 46 psi < 175 psi 3. Check Live Load Deflection: A rr S 360 0.23 in < 0.39 in 4. Check Long-term Deflection: 0.29 L A (0.5d1+11) 240 in < 0.59 in ok ok N/A N/A ANALYSIS 2 x 8 Properties b = 1.50 in E'min = N/A d = 7.25 in 1E = N/A A = 10.9 in2 S = 13.1 in3 RE; = NIA I = 48 in4 FbE = N/A E = Ex = 1600 ksi Fb = N/A Fb = 1,500 psi F = FbE / Fb* = N/A Fv = 175 psi, (C„ included to comply with NDS 97) E' = 1,600 ksi Fe = 1,500 psi F„' = 175 psi LL!!!!!!!!!!!! DIA !!!!!!!!! T 4 Maximum length permitted by: Bending : Shear : L = �8waSFb wd • • • • •• • • �Pu+BwaSFb -Pn L= •••• Na • • •••• _ L- 2F„A+2d 1.5wd L = 2FvA + d - 2Pu 1.5wa wa • • •••• • • 145••f•(Case1) • • • • • 24.2. • ft.(tase 2) .••• • •• •• •••• • • • • • • •� - 41,9 ft.(case1) ;D • • • • • • •• • •••• • • • • = 114.71• ft (Case 2) Pa in the middle of span for bending or near support for sheor only T 4 • • CASE 1: DL+LL <= Governs CASE 2: DL+PLL CHECK THE BEAM CAPACITY WITH AXIAL LOAD AXIAL LOAD P = 4.5 kips THE ALLOWABLE COMPRESSIVE STRESS IS Fe' = Fe CD Cp CF = 1258 psi Where Fe = 1650 psi Cp = 1.60 CF = 1.00 (Lumber only) Cp = (1+F) / 2c - [(1+F) / 2c)2 - F / c]0-5 = 0.476 Fe* = Fe CD CF = 2640 psi Le = Ke L = 1.O L = 142 in d = 7.25 in SF = slenderness ratio = 19.5 < 50 [Satisfies NDS 2005 Sec. 3.7.1.4] FCE = 0.822 E'min / SF2 = 1487 psi E'min = 690 ksi F = FeE / Fe* = 0.563 c = 0.8 THE ACTUAL COMPRESSIVE STRESS IS fc = P / A = 414 psi < Fe' [Satisfactory] LLHH lllllH H THE ALLOWABLE FLEXURAL STRESS IS Fb = 2400 psi, [ for CD = 1.6 ] THE ACTUAL FLEXURAL STRESS IS fb = (M + Pe) / S = 2232 psi < Fe [Satisfactory] 4 CHECK COMBINED STRESS [NDS 2005 Sec. 3.9.2] (fe / Fe' )2 + fb / [Fp (1 - FcE)] = 1.397 > 4/3 [Unsatisfactory] Hence the beam design is inadequate. 1 P Note: This is straight beam. The top of the beam is continuously braced by the plywood sheathing and nonslenderness factor, C� , adjustment is necessary for gravity load. For axial load , the only strong axis factor, Cp , should be consided. • • •• • • • • • • • •• • • • • • • •• • . • •.• • � . • • • • • • . • • • • • • • • • • • • •• .• • • • • • • • • .. •. • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • CHECK THE BEAM CAPACITY WITH AXIAL LOAD AXIAL LOAD P = 0.16 kips THE ALLOWABLE COMPRESSIVE STRESS IS F� = Fc Co Cp CF = 2812 psi LL DL Where Fc = 1650 psi Co = 1.60 CF = 1.10 (Lumber only) Cp = (1+F) / 2c - [(1+F) / 2c)2 - F / c]05 = 0.968 Fc* = Fc Co CF = 2904 psi Le = Ke L = 1.0 L = 60 in d = 11.25 in SF =slenderness ratio = 5.3 < 50 [Satisfies NDS 2005 Sec. 3.7.1.4] Foe = 0.822 E'min / SF2 = 19940 psi E'min = 690 ksi F = Foe / Fc* = 6.866 c = 0.8 THE ACTUAL COMPRESSIVE STRESS IS < Fc [Satisfactory] fo = P/A = 4 psi THE ALLOWABLE FLEXURAL STRESS IS Fe = 2640 psi, [ for Cc = 1.6 ] THE ACTUAL FLEXURAL STRESS IS < Fe [Satisfactory] fb = (M + Pe) / S = 436 psi CHECK COMBINED STRESS [NDS 2005 Sec. 3.9.2] (fb / Fb. )2 + fb / [Fe (1 - fo /Foe)] = 0.165 < 4 / 3 [Satisfactory] Hence the beam design is adequate. P fa Note: This is straight beam. The top of the beam is continuously braced by the plywood sheathing and no slen shoulderness be tonsided. or, CL , adjustment is necessary for gravity load. For axial load , the only strong axis factor, P , • • • • • • • • • • • • • • • •• • • • • • • • • •.•• • • •• •• • • • • • • • • • • •• • • •• • • • • • •• • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • � • • • • • • • � • • • ,:OJECT : FLORIDA MINORITY CLIENT : FLORIDA MINORITY JOB NO.: 911 DATE : 9/11/16/ Wood :ColumnDesign'Based onNDS r2005' INPUT DATA I MEMBER TYPE: 1 1 lT 2 WALL STUD 3 KING STUD GEOMETRY DATA: HEIGHT h = UNBRACED LENGTH Le x-x (H) = Le y-y (B) _ LOAD DATA: DEAD LOAD LIVE LOAD TOTAL LOAD DURATION 8 ft 4 ft 8 ft 1100 Ibs ' k2400 dy Ibs 3,500 Ibs DESIGN SUMMARY sE:g047 z 540 TI ERN P1NE0e4at Struc4 n 2 OCCUPANCY LIVE LOAD DESIGN CRITERIA: SECTION 1 pcs, B = ' • 4 - in SOUTHERN PINE Select Structural 1' ' DRY SPECIES 2 GRADE 2 WET / DRY USE ? PAGE: COL DESIGN BY : MH REVIEW BY : MH 1. CHECK VERTICAL LOADS : fc < Fc ? 286 psi < 661 psi ok 2. CHECK BENDING LOADS : ib < Ft ? 0 psi < 2850 psi ok 2 1 J 3. CHECK INTERACTION : (2.1) + ° S 1 ? F1-f /Fj Ftr 0.187 < 4. CHECK SHEAR LOADS : fv < Fv' ? 0 psi < 175 psi ok ok 5. DEFLECTION A = 5wh4/ (384EI) ; 2.4wh2 1 (Ebd) = 2/9 in ( h/418 ) ANALYSIS COLUMN BASIC DESIGN STRESSES: COMPRESSIVE STRESS MODULUS OF ELASTICITY BENDING STRESS (X-Axis) BENDING STRESS (Y-Axis) SHEAR STRESS (X-Axis) Fc = E_ Fbx = Fby = Fv = COLUMN PROPERTIES: COLUMN SECTION X-Dir dx = Y-Dir dy = AREA A = SECTION MODULI Abt. xx Sx = Ix = Abt. yy Sy = LENGTH -DEPTH RATIO Le x-x / dx = Le y-y / dy = ADJUSTMENT FACTORS: DURATION FACTOR MOISTURE FACTOR TEMPERATURE FACTOR INCISING FACTOR SIZE FACTOR FLAT USE FACTOR COLUMN STABILITY REPETITIVE MEMBER BEAM STABILITY CD CM Ct Ci CF Cfu Cp Cr CL Fbx 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ADJUSTED PROPERTIES: MODULUS OF ELASTICITY BENDING STRESS (X-Axis) BENDING STRESS (Y-Axis) ACTUAL STRESSES: AXIAL STRESS BENDING STRESSES Fby 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2100 1800 2850 2850 175 3.50 3.50 12.25 7.15 12.51 7.15 13.7 27.4 Fc' 1.00 1.00 1.00 1.00 1.00 0.315 psi ksi Psi PSI psi in in in2 in3 in' in3 Fy' 1.00 1.00 1.00 1.00 E' = 1800 ksi Fbx' = 2850 psi Fby. = 2850 psi fc = 285.7 psi fbx = 0.0 psi E' 1.00 1.00 1.00 1.00 • • • COLUMN PARAMETER • • • •• c = • • O.Sa • • MODULUS OF ELASTICIa• • • •E min = • .64150. • i • CRITICAL EULER BUC �L* $ LUES •• • •• • • • • • FcE _ •P21 • •Psi • • Fc = • °Al• •Psi •• •• •••• AXIAL STRESS SHEAR STRESS • • • • • • • • • • •• • Fc = 661 Fv. = 175 • • • • •••• Vs' • • •• • psi SHEAR STRESS 1v = 0 psi •• •• • •• • •• •• •• •• • • •• • • • • • • • • • • • • •••• • • • • • •• • •• • • • • • • • • • • • • • • 4. kW FotahlZg-itioi41 4 A,d,lk„ r - - • 1? FLORIDKENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION A, , Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: FL MINOR ITY COMMUNITY Builder Name: . Street 135 NE 98TH ST Permit 01fice: MIAMI SHORES City. State. Zip: MIAMI SHORES . FL. Penni Number: Owner: FL MINORITY COMMUNITY Jurisdiction: Design Location: FL, Miami 1. New construction or existing New (From Plans) 9. INA Types(1658.0 soft) . a. Concrete Block - Int Instd, Exterior b. Frame - Wood, Adjacent c. N/A d.NIA t, 10. Ceiling Types (1778.0 soft) a_ Under Attic (Vented) b. N/A ' "' 'II c. N/A , 11. Ducts a. Sup: Atec, Ret Main, AH: Garage • .. 12 Cooing systems I. „ , a. Central Unft 13_ Writing systems . a. Eledrid Stiip'Heat 14. Hot water systems a_ Electric b. Corniervafion features Nene ' 15_ Credits ', Insulation Ilia R=4.1 1338.00 ft2 Ft=11.0 320.00 ft2 R= ft2 Ft= fr Insulation Area R=30.0 1778.00 ft2 R= 1? R IF 6 270 liBluftw Efficiency 47.0 SEER:18.00 ,,..- kfltuRir Efficiency 34.0 COP:1.00 Cap: 50 gallons EF: 0.900 _ Pstat . . - , . SingfafanSingle-family 2le mily or multiple * 3. Number of units, if multiple family 1 4. Number of Bedrooms 3 5. Is this a worst case? No 6. Conditioned floor area above grade (ftz) 1778 Conditioned floor area below grade (ft2) 0 7. Windows(297.0 soft.) - Description Area a. U-Factor: Sgi, U=1.02 297.00 ft2 SHGC: SHGC41.40 b. U-Factor. N/A 92 SHGC: c. U-Factor: N/A 92 SHGC: d. U-Factor: N/A It' SHGC: .. Are Weighted Average Overhang Depth: 2.949 ft. Area Weighted Average SHGC: 0.400 8. Floor Types (1778.0 salt) Insulation Area . • . a. Slab -On -Grade Edge Insulation R=0.0 1778.00 ft2 b. N/A R= 1t2 c. N/A Ft= ft' Total Proposed Modified Loads: 71.54 Glass/Floor Area: 0.167 Total Baseline Loads: 73.51 , PASS . 1 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. /) ' al4rip.3),..1) PREPARED BY , Review of the plans and specifications covered by this .-rtiE 4. c* 4 a ..._ ..... : ........ , ' Sr 44. : :'• E I . .....,mi .........,...,..„, D 1* ; . 21. calculation indicates compfiance Fkxida Energy Code.tecif, withBef Before this building will be inspected for. .1 compliance with Section 553.9080 ., Florida Statutes. - BUILDING OFFICIAL DATE- ('7')-- /(a rA 0 4 -• .... 1 hereby certify that this building, as designed, is in compliance with the Flo'rida e Code. OVVNER/AGENT , A-k-i-Vir DATE- DATE- „ 1 k, 15 4 '..• _. - Compliance requites certification by the -air handier unit manufacturer that the air handier enclosure qualifies as 3• -1.,%, z certified factory -sealed in accordance with R403.241. ,...1 , • • -' - Compliance require; an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope. leakage test repoit in accordance with R402A.1.2. •:.1 , 1 a , 5114612016 225 PM EnergydaugelD USA - FlaRes2014 Section R405.41 Compliant Software Page 1 of 4 • c)C--( - 2'14 • ••• • • • ••• • • • • • • • • • • • FORM R405-2014 • • •• •• • • • •• •• •• • • ••• • • • FLORIDA ENERGY EFFICIENCY CODE FOR BUILDINb••CONStRUCTION Florida Department of Business.. ' ofessional Regulation.- Residential Performance Method • • • • • • • • •• • • • • • • • •• Project Name: FL MINOR ;'Ns1y ' • ' • • • • ,�� y;, Builder Name. • . . • . • Street: 135 NE 98T 1 ?a Permit Office: MIAMI SHORES City, State, Zip: MIAMI SHOR S. F,j '+x 3. Permit Number: Owner: FL MINORITY s I!)31'';r. I ",. Jurisdiction: �gAjM y;. • • • • • • • • Design Location: FL, Miami u < h . Ir,' • • • y. • • • ' ' • ... • • • • • • • •• •• • • • 1. New construction or existing §"'•1 s) 4.• 2. Single family or multiple family ' family 3. Number of units, if multiple family 4. Number of Bedrooms 3 5. Is this a worst case? No 6. Conditioned floor area above grade (ft2) 1778 Conditioned floor area below grade (ft2) 0 7. Windows(297.0 sgft.) Description Area a. U-Factor. Sgl, U=1.02 297.00 ft2 SHGC: SHGC=0.40 b. U-Factor: N/A ft2 SHGC: c. U-Factor. N/A ft2 SHGC: d. U-Factor: N/A Ire SHGC: Area Weighted Average Overhang Depth: 2.949 ft. Area Weighted Average SHGC: 0.400 8. Floor Types (1778.0 sqft.) Insulation Area a. Slab -On -Grade Edge Insulation R 0.0 1778.00 ft2 b. N%A R= ft2 c. NIA R= ft2 •• • • • • • 9. Wall Types (1658.0 sgfL) a. Concrete Block - Int Insul, Exterior b. Frame - Wood, Adjacent c. N/A d. N/A Ceiling Types (1778.0 sqft.) a. a. Under Attic (Vented) b. N/A 11. Ducts a. Sup: Attic, Ret Main, AH: Garage 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Strip Heat 14. Hot water systems a. Electric b. Conservation features None 15. Credits ••• •• Insulation Area R=4.1 1338.00 ft2 R=11.0 320.00 ft2 R= ft2 R= ft2 Insulation Area R=30.0 1778.00 ft2 R= ft2 R R ft2 6 270 kBtu/hr Efficiency 47.0 SEER:16.00 kBtu/hr Efficiency 34.0 COP:1.00 Cap: 50 gallons EF: 0.900 Pstat Glass/Floor Area: 0.167 Total Proposed Modified Loads: 71.54 Total Baseline Loads: 73.51 PASS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. % /� PREPARED BY' i ("`J (/ �� Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code.,rn Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL ti'�NE.*** 41. ' •. ` 'i a r ( .'• q ,„ ; r art nst, 0 =$�ti �° �'^ a * b � r �r . • .••• D well' DATE' /<�, ��_G �`" hereby certify that this building, as designed, is in compliance with the Florida Ener Code. OWNER/AGENT:,c /-f(tr-r-r DATE: DATE' - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 5/16/2016 2:25 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 M�� • • • • • • • FORM R405-2014 WALLS • • • • • • -•- • • • • _•- Adjacent Cavity Width Height Sheathing Framing Solar Below V #1Ma11Jype Space Ira F?� Ft In Area R_Val • • • 1 N Exterior Conuete Block - Int Insul Main 4.0999 33 5.4 10• • • i334.5 1t' • • • • i 0 •' 0.150000 0 - 2 S Exterior Concrete Block - Int Insul Main 4.0999 33 5.4 10: : . • 331.512 : • •: • : 0 :. 0.150000 0 - • • • • • • • • • • 3 E Exterior Concrete Block - Int Insul Main 4.0999 33 5.4 10 • • 334.5 ft* • • • • ro • 0.150000 0 4 . W Exterior Concrete Block - Int Insul Main 4.0999 33 5.4 10 334.5 ft2 0 0.150000 0 5 N Garage Frame - Wood Main 11 32 10 • • • ;22.0 jt• . : • • : • • •0' • 0.150000 0 DOORS •• •• • • • • • ••• •• HeightArea V # Omt Door Type Space Storms U-Value Ft' In FIn 1 N Insulated Main Metal .46 2 5 10 ft2 2 N Wood Main Metal .46 3 4.8 5 17 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Single (Tinted) Yes 1.02 0.4 18.0 ft2 2 ft 0 in 1 ft 0 in Drapes/bhnds None 2 S 2 Metal Single (Tinted) Yes 1.02 0.4 18.0 ft2 6 ft 0 in 1 ft 0 in Drapes/blinds None 3 S 2 Metal Single (Tinted) Yes 1.02 0.4 45.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None 4 E 3 Metal Single (Tinted) Yes 1.02 0.4 18.0 ft= 2 ft 0 in 1 ft 0 in Drapes/blinds None -5 E 3 Metal Single (Taxed) Yes 1.02 0.4 18.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None 6 E 3 Metal Single (Tinted) Yes 1.02 0.4 18.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None 7 E 3 Metal Single (Tinted) Yes 1.02 0.4 18.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None 8 E 3 Metal Single (Tinted) Yes 1.02 0.4 6.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None 9 E 3 Metal Single (Tinted) Yes 1.02 0.4 3.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None 10 E 3 Metal Single (Tinted) Yes 1.02 0.4 15.0 ft2 16 ft 0 in 1 ft 0 in Drapes/binds None 11 W 4 Metal Single (Tinted) Yes 1.02 0.4 60.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None 12 W 4 Metal Single (Tinted) Yes 1.02 0.4 30.0 ft2 2 ft 0 in 1 ft 0 in Drapeslb Inds None 13 W 4 Metal Single (Tinted) Yes 1.02 0.4 12.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None 14 W 4 Metal Single (Tinted) Yes 1.02 0.4 18.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None GARAGE V # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8ft2 384ft2 64ft 8ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000025 118.5 6.51 12.24 .0175 .5 5/16/2016 2:25 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 . . ... . . . ... .. .. . . . . HEATING SYSTEM • • ••• ••• •• ••• •• ✓ # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP:1 %4 kBtu/hr• sys#1 • • • • •1 1. Ii'.'• I111.•I COOLING SYSTEM • • • • • • • • • • •• • V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 16 47 Ntu/rr 14110 an Q j5 1 sys#1 • • • • HOT WATER SYSTEM • • . • # System Type SubType Location EF Cap Use SetPnt Conservation 1/ 1 Electric None Garage 0.9 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM VFSEC CoNector Storage Cert # Company Name System Model* Collector Model* Area Volume FEF None None ft2 DUCTS — Supply — — Return — Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 270 ft2 Main 5 ft2 Default Leakage Garage (Default) (Default) 1 1 TEMPERATURES Programable - Cooling ' Heating Thermostat: Jan X Jan Jan Y Feb IX Feb Feb Mar X Mar X Mar Ceiting Apr ixi Apr Apr Fans: (]May ] May )) May 7q Jun ; j Jun 1 Jun ]Jul ] Jul ]Jul X Aug Aug Aug Sep Sep Sep Oct OctXNovDecVenting Oct Nov X Nov Dec Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (VVEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (VVEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/16/2016 2:25 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 . . •.. . . . ... Florida Department of Business and Profeeeio3af Riguf ants; Residential Whole Building Performance ancl: Prdsc ip vb 7 ietoiiis ADDRESS: 135 NE 98TH ST Permit Number. MIAMI SHORES , FL , • • • • • • • MANDATORY REQUIREMENTS See individual code sections for frill peal s. ; ; • • ; ; •; ? 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shallrequire that arS gnergy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the budding for occupancy. Florida law [Section 553.9085, Florida Statues) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the erwhly plifclrinagrie lirphari•etficieli&ies of components installed in a dwelling unit The building official shall verify that the EPL display card completed inr ea bbthgVidoraccul try reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL dispiaycasd centre found r x C. R402A Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. R402A.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. • R402.4.1.1 Installation. The components of the budding thermal envelope as listed In Table R402.4.1.1 shall be Installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. • R402.4.1.2 Testing. The building or dweling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shalt be dosed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be dosed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and retum registers, if installed at the time of the test, shall be fully open. �! R402A.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. R402A.3 Fenestration air IeakagelNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 dm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. ? R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 dm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. AU recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ? R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. ? R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing (Mandatory) it duds, air handlers, and fitter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be 'substantially leak free' by either of the following: 1. Post -construction test Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test Total leakage shall be less than or equal to 4 dm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. AU registers shall be taped or otherwise sealed during the test If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm (85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 5/16/2016 2:25 PM EnergyGaugee USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) • • • •• •• • • • • • • • •• • • •• • • • •• • •• • • • • • • • • • • • • • • • • • • • • • ? R403.2.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design air flow rate when tested in accordance with ASHRAE 193. • • • • • •• ? R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as c{ucib or pl�thtyns; : : : • •• • ? R403.3 Mechanical system pipinginsulation (Mandatory).Mechanicalsystem i tea• lots of ca • flui• ds above 105°li 4il°C Y P Ping � Aa • prig • . • .. ( ) or below 55°F (13°C) shall be insulated to a minimum of R-3., ? R403.3.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance, and wind, and shall provide shieidingironrsorar railiatipn't& at rS atu%8 degradation of the • •• • material. Adhesive tape shall not be permitted. • ••• • • • •• • • ? R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shag Be pibvieed Kith ah autdhtertic eereadily accessible manual switch that can tum off the hot-water circulating pump when the system is not in use. ? R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shalt have heat traps installed on both the inlets and outlets. Extemal heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. ? R403.4.4 Water heater efficiencies (Mandatory). Water heater efficiencies ? R403.4A.1 Storage water heater temperature controls ▪ R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). ▪ R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be tumed off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water heating systems to be turned off. 7 R403.4.4.2 Water heating equipment Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. ▪ R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a bit angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. ? R403.5.1 Whole -house mechanical ventilation system fan efficacy. Mechanical ventilation system fans shall meet the efficacy requirements of Table R403.5.1. Exception:Waeie mechanical ventilation fans are integral to tested and fisted HVAC equipment, they shall be powered by an electronically commutated motor. R403.5-2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2- No ventilation or air-conditioned system make air shall be provided to conditioned space from attics, crawlspaces, attached closed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed spaces(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum or R-19, space permitting, or R-10 otherwise. R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not indude loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 t net greater than the total bad calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 5/16/2016 2:25 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 i ? ? FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) • • ••• • • • ••• • •• • • •• • •• •• • • •• • • • •• •• •• • • • •• • • •• •••• •• • •• • •• •• •• • •• •• • • ? R403.6.1.1 Coolingequipment ca ac continued Thepublished value for AHRI total capacity is a nominal, rating -test value and capacity. (continued) shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based op the outdoor design dry turlb terggerature for the load calculation (or entering water temperature for water -source equipment), the )vet en pjoder bj thr ee piled 19,rformance data, the design value for entering wet bulb temperature and the design value for entevin/dr! bib ten�peiature.• • • • • • • • • • Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry Bulb and rtlathle humidit4 tied far the load calculation and shall be adjusted for retum side gains if the retum duct(s) is installed in an unconditioned space. Exceptions: •• • • • •• ••• •• • • • • • • • • • 1. Attached single- and multi -family residential equipment sizing may be ec ±U o jhaj itlictlirirCapadiy is less than the calculated total sensible load but not less than 80 percent of that load.•• • • • • • • • • • • • • • • ••• •• 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. ? R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. ▪ R403.6.1.2.2 Electric resistance furnaces. Electric resistance fumaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. ▪ R403.6.1.2.3 Fossil fuel heating equipment The capacity of fossil fuel heating equipment with natural draft atmospheric bumers shall not be less than the design load calculated in accordance with Section R403.6.1. ? R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional bads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or healing to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. ? R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403_ 7 ? 7 R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. R403.9.1 Pool and spa heaters. All pod heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pod and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16.2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. ▪ R403.9.1.2 Heat pump pool heaters. Heat pump pod heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent taboratory is required to verify procedure compliance. Geothermal swimming pod heat pumps are not required to meet this standard. ? R403.9.2 Time switches. Time switches or other control method that can automatically tum off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pod heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. ? R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss_ Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or ▪ solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. ? R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 5/16/2016 2:25 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 7 FORM R405-2014 TABLE 402.4.1.1 • • ••• • • •• •• • • •• • •• • • • • • •• •• •• •• • • • • •• ••• • • •• •• •• • •• • • • • • • • • • . • • • • • • .• • AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA '''' • • • • • • • • •• Project Name: FL MINORITY COMMUNITY Builder Name, • • • • • • • • •• • Street: 135 NE 98TH ST Permit Offices MlAfutl SHORES •• • City, State, Zip: MIAMI SHORES , FL , Permit Number. • • • • • • • Owner. FL MINORITY COMMUNITY Jurisdiction: Design Location: FL, Miami • • • • • • • • • • • • - • - • • • • • • • • COMPONENT CRITERIA • • • • • • • :•. • • • CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. tr Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls Corners and headers shall be insulated and the junction of the foundation and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. (./ Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. l Rim joists Rim joists are insulated and include an air barrier. 17 Floors (including above -garage and cantilevered floors) Insulation shall be installed to maintain permanent contact with underside of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. I / Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class 1 vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or1.7 unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. V Garage separation Air sealing shall be provided between the garage and conditioned spaces. Y Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. / V Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air installed separating them from the showers and tubs. l// Electrical/phone box on The e air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. V HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors �rb 5/16/2016 2:25 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software age 1 of 1 FORM R405-2014 ENERGY PERFORMANCE LEVE.E�(EF+L•'•} DISPLAY CARD . lll. 1!".1 ESTIMATED ENERGY PERFORMARICntVDEV x. 7 •:• The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U-Factor: SgI, U=1.02 SHGC=0.40 N/A SHGC: b. U-Factor: SHGC: c. U-Factor. N/A SHGC: d. U-Factor: SHGC: Area Weighted Average Overhang Depth: Area weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 135 NE 98TH ST, MIAMI SHORES, FL., • New (From Plans) Single-family 1 3 No 1778 Area 297.00 ft2 ft2 •. • • • . . ..• •• 9. VVafl Types a. Concrete Block - Int Insul, Exterior b. Frame - Wood, Adjacent c. N/A d. N/A 10. Ceiling Types a. Under Attic (Vented) b. N/A c. N/A 11. Duds a. Sup: Attic, Ret: Main, AH: Garage 12. Cooling systems ft2 a. Central Unit N/A ft2 2.949 ft. 0.400 Insulation Area R=0.0 1778.00 ft2 R= ft2 R= ft2 13. Heating systems a. Electric Strip Heat 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: Insulation R=4.1 R=11.0 R= R= Insulation R=30.0 R= R= 1 •• .. •• • Area 1338.00 ft2 320.00 ft2 ft2 ft2 Area 1778.00 ft2 ft2 ft2 R ft2 6 270 kBtu/hr Efficiency 47.0 SEER:16.00 kBtu/hr Efficiency 34.0 COP:1.00 Cap: 50 gallons EF: 0.9 Pstat *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient ritortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 5/16/2016 2:25 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 wrightsoft Project Summary Entire House MIKEL ABBOTT ENERGY CALCS • • • • • • ��: '3L IRIORITY COMMUNITY • • • • • • Bate: May16, 2016 • • • ••• • • • • •• •• • �y: • • • • • • • • • • • • • • 4920 N DIXIE HWY, FT LAUDERDALE, FL 33334 Phone: 954-776-2003 License: ENERGY RATER # 37 • • • • • • • • • • • •• Project Information' For: FL MINORITY COMMUNITY 135 NE 98TH ST, MIAMI SHORES, FL •• • • • •• • • • •• • • • • • • • • Notes: WHOLE HOUSE • • • • • • • • • • • • 3BEDS/2BATHS/HALUKITCHEN/DINING/LIVING/FAMILY Desi • n Information Weather. Miami, FL, US Winter Design Conditions Outside db Inside db Design TD 51 °F 70 °F 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 39497 Btuh Structure 27424 Btuh Ducts 5925 Btuh Ducts 5485 Btuh "Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 45422 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible Toad 32909 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 8154 Btuh Ducts 2642 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ft2) 1778 1778 Equipment latent Toad 10796 Btuh Volume (ft') 14224 14224 Air changes/hour 0.80 0.76 Equipment total load 43705 Btuh Equiv. AVF (cfrn) 190 180 Req. total capacity at 0.70 SHR 3.9 ton Heating Equipment Summary Cooling Equipment Summary Make RHEEM OR EQUAL Make RHEEM OR EQUAL Trade Trade Model RHLL-HM4821JA Cond 14AJM48A01 AHRI ref Coil AHRI ref Efficiency 1 AFUE Efficiency 13.0 EER, 16 SEER Heating input 10.0 kW Sensible cooling 32900 Btuh Heating output 34412 Btuh Latent cooling 14100 Btuh Temperature rise 20 °F Total cooling 47000 Btuh Actual air flow 1600 cfm Actual air flow 1600 cfm Air flow factor 0.035 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.75 13oldkfalic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ...t. wrightsoft Right -Suite® Universal 2015 15.0.23 RSU18185 �^^'^ F:1FL MINORITY COMMUNITY.rup Calc = MJ8 Front Doorfar.s: N 2016-May-16 14:28:06 Page 1 4}. wrightsoft° Load Short Form Entire House MIKEL ABBOTT ENERGY CALCS 4920 N DIXIE HVV1', FT LAUDERDALE, FL 33334 Phone: 954-776-2003 License: ENERGY RATER 1 37 • • ••• • • • ••• • •'. • oq';FL MINORITY COMMUNITY • • • • •' Date: ;MaIN, 2016 • • ••• • • By, • ••• • • • . • • •. • • • • • • • • • • • • •• • •• •• • • • •• • • • • • •• ••• • Project Information For: FL MINORITY COMMUNITY 135 NE 98TH ST, MIAMI SHORES, FL •• • • • •. • • • • • • • • • •• • . • • • • • • • ••• •• Design Information Outside db (°F) Inside db(°F) Design TD (°F) Daily range Inside humidity (%) Moisture difference (gr/lb) Htg 51 70 20 30 -11 CIg 90 75 15 L 50 57 Method Construction quality Fireplaces Infiltration Simplified Average 0 HEATING EQUIPMENT Make RHEEM OR EQUAL Trade Model RHLL-HM4821JA AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 1 AFUE 10.0 kW 34412 Btuh 20 °F 1600 cfm 0.035 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make RHEEM OR EQUAL Trade Cond 14AJM48A01 Coil AHRI ref Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 13.0 EER, 16 SEER 32900 Btuh 14100 Btuh 47000 Btuh 1600 cfm 0.049 cfm/Btuh 0 in H2O 0.75 ROOM NAME Area Of) Htg load (Btuh) Clg Toad (Btuh) Htg AVF (cfm) Clg AVF (cfm) WHOLE HOUSE 1778 45422 32909 1600 1600 Entire House Other equip loads Equip. @ 1.00 Latent cooling RSM d 1778 45422 0 32909 0 32909 10796 1600 1600 ,- 11Twn 477A 1 •c•'f'] A')-7l1C ACM AC/Vl Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrighttsoft` Right -Suite® Universal 2015 15.0.23 RSU18185 F:\FL MINORITY COMMUNITY.rup Calc = MJ8 Front Door faces: N 2016-May-16 14:28:06 Page 1 41- wrightsoft Building Analysis Entire House MIKEL ABBOTT ENERGY CALCS 4920 N DIXIE HWY, FT LAUDERDALE, FL 33334 Phone: 954-776-2003 License: ENERGY RATER • 37 • • • • • • • • • • • • • • • •• ••• • • b} : FL 141NORITY COMMUNITY • • • • • • 'Date: • Ma* 16, 2016 • • ••• • • iPY: • • • • • • • • • • • • • • • • •• • • •• • • • • • • Pro'ect Information For: FL MINORITY COMMUNITY 135 NE 98TH ST, MIAMI SHORES, FL • •• • • • •• • • • •• • • • • • • • • Desi • n Conditions Location: Miami, FL, US Elevation: Latitude: 26°N Outdoor: Drybulb (°F) oailyrange CF) V1kt bu lb (° F) Wind speed (mph) 7 ft Heating 51 15.0 Cooling 90 12 (L ) 77 7.5 Indoor: Indoor temperature (°F) Design ID (°F) Relative humidity (%) Moisture difference (gr/lb) Infiltration: Method Construction quality Fireplaces Heating 70 20 30 -11.0 Simplified Average 0 Cooling 75 15 50 56.8 Heatin • Component BtuhAt2 Btuh % of load Walls 2.6 3454 7.6 Glazing • 24.8 7355 16.2 Doors 9.1 246 0.5 Ceilings 0.6 1109 2.4 Floors 13.1 23258 51.2 Infiltration 3.0 4074 9.0 Ducts 5925 13.0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 45422 100.0 Coolin • Component Btuh/ft2 Btuh % of Toad Walls 2.6 3442 10.5 Glazing 50.3 14930 45.4 Doors 14.5 390 1.2 Ceilings 2.4 4233 12.9 Floors 0 0 0 Infiltration 2.3 3048 9.3 Ducts 5485 16.7 Ventilation 0 0 Internal gains 1380 4.2 Blower 0 0 Adjustments 0 Total 32909 100.0 Latent Cooling Load = 10796 Btuh Overall U-value = 0.348 Btuh/ft2-°F Data entries checked. Wrigh tsofft:- Right -Su *et) U niversal 2015 15.0.23 RSU18185 A F:1FL MINORITY COMMUNfTY.rup Calc = MJ8 Front Door faces: N 2016-May-16 14:28:06 Page 1 •- wrightsoft Right-J® Worksheet Entire House MIKEL ABBOTT ENERGY CALCS 4920 N DIXIE HWY, FT LAUDERDALE, FL 33334 Phase: 954-776-2003. License: ENERGY RATER N 37 • •. • • • • •.•�lol&_i • eL WI?ORITY COMMUNITY e • : : i • = • Clay, 2016 •.• ••• • • • • 1 2 3 4 5 Room name Exposed wail Room height Room dimensions Room area • • • • Entire House • • • 1206A ft • • • • 8.0 ftti' • • 1778.0 ft' • • • • •• • • • • •IMI(LE E • • • • • 124.0 • • $.Q ft • • • • heat/cool 1778.0 x 1.0 ft 1778.0 ft' Ty Construction U-value Or HTM Area ft') Low• • • area • •(ft') • • • • • Load number (BtuNft'-"F) (Btuh/ft') or perimeter (ft) (Btuh) :.i Jft) 'or• p }• • (Btuh) Heat Cool Gross NJP/S Heat [• •� • • • Gre• ss • • •( • • N/• •ier: • Heat Cool 6 13A-4ocs 0.143 n 2.79 2.82 335 307 856 865 335 • 307 856 865 1Afitom 1.270 n 24.76 30.46 18 0 446 548 18 0 446 548 D 11J0 0.600 n 11.70 18.54 10 10 117 185 10 10 117 185 13A-4ocs 0.143 e 2.79 2.82 335 239 666 673 335 239 666 673 11 1A-hlom 1.270 e 24.76 53.31 96 80 2377 5118 96 40 2377 5118 L 11J0 0.600 e 0.00 0.00 0 0 0 0 0 0 0 0 -fl 13A-4ocs 0.143 s 2.79 2.82 335 272 758 766 335 272 758 766 1A-t1an 1.270 s 24.76 32.61 63 0 1560 2055 63 0 1560 2055 D 11 JO 0.600 $ 0.00 0.00 0 0 0 0 0 0 0 0 1,0 13A-4ocs 0.143 w 2.79 2.82 335 215 600 606 335 215 600 606 1A-hlom 1.270 w 24.76 53.31 120 100 2972 6398 120 50 2972 6398 11J0 0.600 w 0.00 0.00 0 0 0 0 0 0 0 0 R 0 128-0sw 0.097 1.89 1.76 320 303 573 532 320 303 573 532 11D0 0.390 n 7.60 12.05 17 17 129 205 17 17 129 205 P 13A-4ocs 0.143 - 0.00 0.00 0 0 0 0 0 0 0 0 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16A-30ad 0.032 - 0.62 2.38 1778 1778 1109 4233 1778 1778 1109 4233 F 22A-tpl 0.989 - 19.29 0.00 1778 1206 23258 0 1778 1206 23258 0 6 c) AED excursion 812 812 Envelope loss/gain 35423 22995 35423 22995 12 a) Infiltration 4074 3048 4074 3048 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 6 1380 6 1380 Appliarklher 0 0 Subtotal (lines 6 to 13) 39497 27424 39497 27424 Less extemal Toad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 39497 27424 39497 27424 15 Duct bads 15% 20% 5925 5485 15% 20% 5925 5485 Total mom load 45422 32909 45422 32909 Air required (dm) 1600 1600 1600 1600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft` RightSuite® Universal 201515.0.23 RSU18185 F:1FL MINORITY COMMUNITY.rup Calc = MJ8 Front Door faces: N 2016-May-16 14:28:06 Page 1 �a:..�",�,'a`•'�„�-me.:µ Certificate of Completion Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department Description: REMODEL FLOORING , NEW WINDOWS , REMODEL KITCHEN & BATHROOM , NEW PAINT , NEW PARTITION WALL , MINOR ELECTRICAL ADD-ARS , NEW DOOR FIXTURES Permit Type Owner Subdivision/Project Construction Type V-B Square Footage Location 135 NE 98 ST Miami Shores , FL 33138 Building (Residential) Bldg. Permit No. ACELAX LLC `T RC-8-16-2244 Contractor SCIENTIFIC CONSTRUCTION GROUP INC Date Issued 11/13/2018 Occupancy R-3 Type 2,880.00 Flood Zone X If the building is located in a special flood hazard area documentation of the as -built lowest floor elevation or lowest horizontal structural member has been provided and is retained in the records of Miami Shores Village. This certificate issued pursuant to the requirements of the Florida Building Code certifying that at the time of issuance this structure was in compliance with te various ordinances of the jurisdiction regulating building construction or use. Building Officials Approval Not Transferable POST IN A CONSPICUOUS PLACE fiC P/24fi Ismael Naranjo, CBO �� •�"�' ` !.c'�'K oil b� �. �r��, `f �y tirY, W� i � < � �i�P]lai� i7 SYIi ".T1 '� 4.� Vl ' i' li °tfttif Y •1'�.�, j5� y e erFt H 4,w�14412 v,, �•'e 1 c r14+ �. �„b�JP'� MS o� 5�' 5I�5iM'�... SIY'�r'i.�.� a T .n., . i . _ ez. 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number. INSP-001563-2018 Permit Number. RC-8-16-2244 Scheduled Inspection Date: November 13, 2018 Inspector. Naranjo, Ismael Owner. ACELAX LLC Address: Project: 135 NE 98 ST Miami Shores , FL 33138 Permit Type: Building (Residential) Inspection Type: Building Final Work Classification: Alteration Phone Number. 3053182808 Parcel Number. 1132080132310 Contractor. SCIENTIFIC CONSTRUCTION GROUP INC Phone Number. 7885879728 RAPHAEL HERMANN HENRI Building Department Comments REMODEL FLOORING , NEW WINDOWS , REMODEL KITCHEN & BATHROOM , NEW PAINT , NEW PARTITION WALL , MINOR ELECTRICAL ADD-ARS , NEW DOOR FIXTURES 3/232017 STOP WORK ORDER AS PER BUILDING OFFICIAL ( ALL THE INFORMATION ON NOTES ) YP Checklist Item General Comments Passed False Comments Passed r Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -Inspection fee Is paid. Inspector Comments November 09, 2018 For Inspections please call: 305-782.4949 Page 11 of 28 POST ON SITE INSPECTION RECORD Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 INSPECTION REQUESTS: REQUESTS ARE ACCEPT Requests must be recei ed by Residenti Owner's Nam Job Addre Bond !glebe NATEC N, Permit NO. RC-8 -16-2244 Perrni( Type: Residential Construction Work Classification: Alteration issue Date: 11/28/2016 Expires: 05/27/2017 62-4949 or Log on at https://bldg.miamishoresvillage.com/cap I G 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. following day inspections. ction (786)389-4968 unaryContracto trits Parcel #:1132060132310 Owner's Phone: Total Square Feet: Total Job Valuation: ORK IS ALLOWED: MONDAY THROUGH FRIDAY, 8:OOAM - 7:OOPM. SATURDAY 8:OOAM - 6:OOPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. (813)598-6361 2880 $ 35,000.00 BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. 10Merfltff3 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 ALLOVV 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. INSPECTION RECORD INSPECTION D E S Foundation' Stemwall /, Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing Bucks Windows/Doors Interior Framing 1111.IIM Insulation MIlingli . '.11111101Ilf ji �.` Ceiling Drywall Firewail 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 ` 1 % f FINAL DOCUMEN r! 3 i Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS ZONING INSPECTION DATE INSP Zoning Final ZONING COMMENTS ELECTRICAL INSPECTION DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling Roug)i.. i /2 e5�7 7 /%I/' �,1 4 Rough 5 Telephone Rough Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final Service Work C' FINAL ELECTRICAL 1s. COMMENTS INSPECTION FIRE DATE INSP Final Sprinkler Final Alarm FINAL PLUMBING INSPECTION DATE INSP Rough Water Service 2nd Rough Top Out Fire Sprinklers Septic Tank Sewer Hook-up raFlEMie. ► 7/1 11.111111111.01 Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final PLUMBING COMMENTS INSPECTION Underground Pipe Rough Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum DATE INSP MECHANICAL CO ' MENTS