The URL can be used to link to this page

RC-15-2211 (2) Miami Shores Village - =-- a � Building Department 7BY: G 2019 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 `)h FBC 20iq BUILDING Master Permit No. 1�- C-S-IS-2Z i F PERMIT APPLICATION Sub Permit No. WILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS [:] CHANGE OF ❑ CANCELLATION ❑ SHOP � CONTRACTOR DRAWINGS j JOB ADDRESS: " 6 1 �j E I©� City: Miami Shores Dade ZiD• 33O Folio/Parcel#: Is the Building Historically Designated:Yes NO i Occupancy Type: Load: Construction Type: Flood Zone:' BFE: FIFE: c p ) ©nSCi UU -if 3E6 3�1 � OWNER:Name Fee Simple Titleholder): f Phone#: Address: fjc) 40wer`j('&` State: �- zip: 3f i City: t►�M 41�Q,1'Y�� 3 F Tenant/Lessee Name: Phone#: Email: U/(y+FCx m©nr m Gmcur L co rn, + - CONTRACTOR:Company Name: � Phone#: i7�1P Address: � S '� � .� � '14�, City: ��Yt� State: Zip: �) y s�� t Qualifier Name•. nr, Phone#: State Certification or Registration t5 l q 9S Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address City: State ip: Value of Work for this Permit:$ - Square/Linear Footage of Work: /k7b r i Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition 1 Description of Wgrk: (1 C e 1� h en •Hemp 4 frnn �.1 t« 't Specify color of color thru tile: i Submittal Fee$-Y*Q Permit Feer ~� $ 'CCF-$• -�, rN--N-'V-ew^CO/CC$,,- r Scanning Fee$ Radon Fee$ DBPR$ Notary.$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ C (Revised02/24/2014) Bonding Company's•Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installiition has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning.r "WARNING TO OWNER: YOUR FAILURE Td 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.';. e. 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 coinmencement must be posted`at the job site for the first inspection which occurs seven (7) days after the building permit is 'sued. n the absence of such posted notice, the inspection will not be approved andET ill be charged. r i l Signature Signature.• OWNER or AGENT C TRACTOR T±LfRregoing instrument was acknowledged before me this The'foregoing instr ent was acknowledged before me this _ day of <01MD mkj%,20 1 S by WO day of 20 �� by who is personally known to C' 4kjle J-/Ll 5 .who is personally known to me or who has produced �00i9-as me or who has produced6— ,1 G,as identification and h did take an oath. identification and who,did take an oath.,/3z J `r°33a6 NOTARY PUBLIC: NOTARY BLIC: i Sign: t Sig o ".°j,k EWOTS010 r_ .�. Print: / { , ` Priri r * * EXPIRES:Au usl5, �qrf OF F��P Bonded Thru Budget Not e s Seal: ��Po� Notary Public State of Florida Seal: Sindia Alvarez My Commission FF 156750 Expires /03/2018 E APPROVED BY ( " Plans Examiner Zoning , Structural Review Clerk (Revised02/24/2014) STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD8 4 BOARD (850j 487-1395 395 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 + ! MATOS, GABRIEL PIERRE UNIVERSAL GROUP INC 7228 NW 56TH STREET MIAMI FL 33166-4247 4 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque ; DEPARTMENT`OF BUSINESS AND restaurants,,and they keep Florida's economy strong. tom.. -' PROFESSIONAL'REGULATION -. Every day we work to improve the way we do business in order CGC1517453 ,ISSUED x'08/11/2016 to serve you better. For information about our services,please + log onto www.myfloridalicense.com. There you can find more CERTIFIED GENERAL'CONTRACTOR information about our divisions and the regulations that impact MATOS,GABRIEL"*ERRE you,subscribe to department newsletters and learn more about UNIVERSAL GROUP INC_ the Department's initiatives. Our mission at the Department is:License Efficiently, Regulateb,,.� �"'' Fairly.We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, IS CERTIFIED under the provisions of Ch.489 FS. and congratulations on your new license! Expiration date._AUG 31;2018 L1608110002423 Y a _. DETACH HERE _..:.. ..... RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY r , I STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 6GC1517453 The GENERAL CONTRACTOR , Named below IS CERTIFIED Under the provisions of Chapter 489 FS: Expiration date: AUG 31, 2018 MATOS;-GABRIEL PIERRE-_ - UNIVERSAL GROUP IN-";;5 t ti 7228 NW 56TH STREET ;' � ', , MIAMI ,FL�335166=4247- ISSUED: 08/11/2016 DISPLAYAS REQUIRED BY LAW SEQ# L1608110002423 , { AC CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 11/20/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder Is an ADDITIONAL INSURED,the policy(!es)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in Reubf such endorsement(s). PRODUCER CONTACT NAME: PHONE No,Ext: 1-500.277-1820 x4800 =FAX 'No. 727 797.0704 FrankCrum Insurance Agency,Inc. E-MAIL ADDRESS: 100 South Missouri Avenue INSURERS AFFORDING COVERAGE MAIC# Clearwater FL 33766 INSURER A Frank Winston Crum Insurance Co. 11600 INSURED INSURER 8: INSURER C: FrankCrum UC/F Universal Group,Inc. INSURER D: 100 South Missouri Avenue INSURER E: Clearwater FL 33756 INSURER F: COVERAGES CERTIFICATE NUMBER: 330473 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAME ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OFINSURANCE ADDL SUER POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR WORD WVD (MMIDDIYYYYI (MMIDDIYYYY) GENERAL LIABILITY EACH OCCURRENCE f COMMERCIAL GENERAL LIABILITY DAMAGES(Ee RENTED PREMISES $ PREMI CLALM&MADE OCCUR MED EXP(Any ane prion) $ PERSONAL b ADV INJURY $ GENERAL AGGREGATE i GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPAJP AGO S POLICY PROJECT LOC i AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ e ANY AUTO ALL OWNED SCHEDULED BODILY INJURY Per S AUTOS AUTOS BODILY INJURY(Per ecddenU S HIREDAUTOS AUTOS ED PRW1ERT DAMAGE s 3 (Per aecklent) UMBRELLA LUAS OCCUR EACH OCURRENCE EXCESSUAB CLAIMS-MADE AGGREGATE 5 DED RETENTION s ••••• g WORKERS COMPENSATION AND WC201500000 01/01/2015 01/01/2018 K U Tg • •• A EMPLOYERS'LIABILITY ANY PROPRIETORIPUDXECUTiVE N/A MUPMAi%dC1DErT • 'i 0w 000 OFFICERIMEMBER EXCLUDXCALID ED? (Mandalary In NH) • • Ilyea,deearlbeundar & ?EAEMPLAYEE tOsO-O& DESCRIPTION OF OPERATIONS bebw 000* •• • DISEASSWOUCY LIAT • • • •••• ••••• • • • • •••••• • • • •• • DESCRIPTION OF OPERATIONS I LOCATIONS i VEHICLES(Attach ACORD 101,Addl(lonal Remarks,Schedule,N more space Is required) Effective 11/30/2015,coverage Is for 100%of the employees of FrankCrum leased to Universal Group,Inc.(Client)for whom the client Is reporting hours to FrankCrum.Coverage Is not extended to statutory employees.Projects:Project 1-5 NE 105 St Miami Shores,FI 33138,Project:2 897 NE 91 Ter Miami Shores,FI 33137.Project:3-361 NE 1018 Miami Shores,FI 33138. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POUCY PROVISIONS. Miami Shores Villages AUTHORIZED REP SENTATIVE 10050 NE 2nd Ave, Miami Shores,FL 33138 ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 26(2010105) The ACORD name and logo are registered marks of ACORD "STATE OF_;FLORIDA' �, �°;` ' '=-. ~�``� '� DEPART T OF BUSINESS.AND PROFESSIONA' ,GULATION.'�� '�� STRUCT10N INDUSTRY�LICENSING B tD ti , g.`ti,, .: .,,-^"..'...,. ^..,w"` .^'..-.-..."-"''.'..'.�.".'4`°^t *ate-..w..,,,-. ```w. """'...`•"�• ``w�" *`'Y, \ M.V -, -The GENERAL CONTRACTGR,�-- ..,�.::-. ',—.'•"` Named"below,IS CERTIFIED" ' . , Undef,the provlsigns`of GhapterA89 FS 'Ez_iration'date:,AUG 31'";2016 MATOS-GABRIEL,P,IERRE"' """ ., fi N t`JNIVERSAL GROUP'INC' - �;. �. —'"' ,` .. �`• �` % 7228-NW 56TFi,-5TF2EET .. .�- MIAfUII�,..�.-.�,.,..,,,FL`"33166=4247..,,:�-..""ti,�,-. "rr qJIM ISSUED: 08/31/2014 DISPLAY AS REQUIRED BY LAW SECT# L1408310005053 r_____--- _______________________________ IMPORTANT STATE OF FLORIDA Pursuant ro Chapter 440.05(14),F.S.,an ofioer ora kxxporation DEPARTMENT OF FINANCIAL SERVICES vAw alias exemPtxxt tro'"this chapter by filing a certificate of DIVISION OF WORKERS'COMPENSATION ;F ,°��' recoverbenefitsor CONSTRUCTION INDUSTRY EXEMPTION :0 Pursuant to Chapter 440.05(12g-S..Certificates of election to 'L be exempt n the notice apply ofeelnon to amptsocipe of fhe business or tra lisW ode CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA :D WORKERS'COMPENSATION LAW Pursuant to Chapter 440.05(13),F.S.,Notices of election to be i EFFECTIVE DATE.9119M14 EXPIRATION DATE:911812016 :H exempt and certificates of election to be exempt shall be subject to revocation if,at any time after the filing of the notice PERSON: MATOS GABRIEL P E or the issuance of the certificate,the person named on the FEIN: 300511129 :R notice or certificate nes longer meets the r qurernerts f this I section for issuance of a cadifieale.The department shall revoke ' ,E a certificate at any time for failure of the person named on Una BUSINESS NAME AND ADDRESS: certificate to meet the requirements of this section. UNIVERSAL GROUP INC UNIVERSAL CONSTRUCTION INC 7228 NW 55 ST MIAMI FL 33166 SCOPES OF BUSINESS OR TRA t � �ICENSED GENERAL HEATING,VENTILATION, ROOFING-ALL KINDS CONTRACTOR AIR-GOND AND DRIVER 106101 Local Business Tax Receipt Miami—Dade County, State of Florida -THIS IS NOTA BILL - DO NOT PAY-•6472567 �LB T_ _ I tr BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES r UNIVERSAL CONSTRUCTION RENEWAL SEPTEMBER 30, 2015 7228 NW 56 ST 6741772 Must be displayed at place of business r MIAMI R 33166 Pursuant to County Code Chapter 8A-Art.9&10 .........i�= SEC.TYPE OF,BUSINESS� I OWNER KAYDENT RECEIVED UNIVERSAL GROUP INC 196 GENERAL BUILDING CONTRACTOR gY TAX COLLECTOR CGC1517453 R,/ + k ► Workers 1 $75.00 08/06/2014 - CRED[TCARD-14-031718 _ This LAI Tax Hecet only confirm I��1 p pt payment of the Local Business Tex.The Recei t as not a license, permit,or a�certificatioa of the holder squalifications,to do business.Holder must comply with airy governmental or nongovernmental regulatory laws and requirements which apply to the business. a —The RECEIPT N0.above must he displayed on all commercial vehicles-Miami-Dada Code Sec ga-Z76 Formore information,visit wwwinumndade.govltaxcollector iV CERTIFICATE OF LIABILITY INSURANCEDATE(MIA/DD/YYYY) a8�27/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 305-418-8411 305.418-8413 22ME"CT Ma lin Perez PHONE Westward Insurance Services, Inc (Atc,N •305-418-8411 FA c Nd:305-418-8413 2500 NW 79th Avenue no RIEss .Westward ins bellsouth.net Suite 203 INSURERS AFFORDING COVERAGE NAIcB DoraL FL 33122 JNSURERA:Accident Insurance INSURED INSURER B: Universal Group, Inc 1NSURERC: 7228 NW 56 Street INSURER D: Miami, FL 33166 INSURER E: INSURE F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LSR TR TYPE OF INSURANCE DDL SUHRPOUCYEXP INSR POUCYNUMBER MW/LDD E MMIDD LIMITS GENERAL LIABILITY EACH OCCURRENCE S 1 Q O A 7 -COMMERCIALGENERALLIABILITY I KtNILU o=Lmnel $100,000 CLAIMS-MADE 7 OCCUR MED EXP(Any one person) $5.000 104346 10/13/2014 10/13/2015 PERSIDNAL B ADV INJURY 31 000 00 GENERAL AGGREGATS b2.000.000 GEML AGGREGATE LIMIT APPLIES PER: PRODUCTS•COMP/OP ArmS 2 OOO OOO POLICY PRO- LOC g AUTOMOBILE LU181UTY COMBINED SINGLE UM71 — (Ea scMenn ANY AUTO BODILY INJURY(Per person) S ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Par2mWent)I E HIREDAUTOS MON-OWNED PROPERTYpAMA E AUTOS Par ada E 6 UMBRELLA LUIB OCCUR EACH OCCURRENCE 6 EXCESS LIAR EACH AGGREGATE Is DED RETENTIONS S WORKERS COMPENSATION AS AT OT AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE W YIN N S ce OFFICERIMEMBEREXCOE07 El NIA E.L.EACH ACCIDENT (Myaengdatary In uW EL DISEASE.EA EMPLOYE S OE RIPT ON OF OrPERATIONS below EL DISEASE.POLICY UM17 S DESCRIPTION CF OPERATIONS/LOGATIDNY/VEHICLES(Allam ACORD IGI,Addldorlal Ramarim Sohadule,Ir more spam Is requlmd) General Contractor. Certificate Holder is listed as Additional Insured as in regards to the General Liability. CERTIFICATE HOLDER CANCELLATION Miami Shores Village SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Building Department THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2nd Ave ACCORDANCE WITH THE POLICY PROWslo t3. Miami Shores, FL 33138 AUTHORI2EDREPRESENTATIVE Fax#305-756-8972 Maylin Perez X91988-2010 ACORD COR ORA I N. fits reserved. ACORD x5(2010/0$) The ACORD name and logo are registered marks of ACORD SHORE, �, ANG 1931 � Ile_ 'Miami Shores Village Building Department ��OR11Dp' 100%N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if. 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an'affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor,pari-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signatur Own State of Florida County of Miami-Dade The foregoing was acknowledge before me this day of A66—T—,20 �. By(fttz S 'd L P L u Ci up ,�0�_r..�v�fb�js persor#Ily known to me or has produced o s*idenMy•. Notary: as SEAL: '',,'��prq�S�•••\`\`O . NW11� Aft- f UNIVERSAL Group August 26 2015 State of Florida County of Miami Dade Before me this day personally appeared Gabriel Matos who being duly sworn deposes and says That he or she will be the only working on the project located: 361 NE 101 STREET, Miami Shores FL ' Sworn to and subscribed before me this 26 of August, 2015 by C--lPersonally Known Or Personally Identification o,P0.Y POBIi EWOT SOTO ' c* MY COMMISSION#EE 1070" *0'- EXPIRES:August5 ff / Bonded Thru Budget NMary gr Stamp 7228 NW 56 ST. Miami FL 33166 * T: 1800.217.2106 * F: 305.887.5519 * www.Unigrp.com GENERAL CONTRACTOR CGC1517453 & ROOFING CONTRACTOR CCC1929249 NOTICE OF ELECTION TO BE EXEMPT If this application contains incomplete or inaccurate information, it may cause a delay in the issuance of your exemption. An off;' electing an exemption under Chapter 440, Florida Statutes, is not entitled to benefits under this chapter. Section 1: APPLICANT INFORMATION First& Last Name: Javier J Perez Sr State Driver's License Number: State ID Number: State: FL P625424630120 Date of Birth: 1/12/1963 ' ^y' rmr r��uus�• ~ AS S E ��, Social Security Number(last four digits): 6139 � .;;�DRIVER LICENSE CLS�P625-424=63-012-0 . 'JawER DE JESUS Email Address: � r � jperez04621uisa@gmail.com k PEREZ SANTIAGO Section 2: : j '�sthr 9 t . moi rFL;FL 33176-1959' j DOB 01 12,1963-SEX: + ISSUEO 01 13-2011 CONSTRUCTION INDUSTRY APPLICANT($50 FEE REQUIRED) i ^�„ ' E>rs o12`�oxs r• - mt• Officer of a Corporation (Construction) Corporate Title: PRESIDENT ORGAN DON OporaUvn nt a mora uahirlo"conitita[es consont So sorry sobriety turas r"Red by Ire Section 3: This section should be completed with information specific to your corporation or to the limited liability company in which you are a member. The name of the corporation or limited liability company listed on this application MUST match the name of the corporation or limited liability company as registered with the Florida Division of Corporations. Name of Corporation or LLC: JPP& LG INC FEIN: 46-3945911 IF YOU NEED TO APPLY FOR A FEIN,CLICK HERE Business Name (DBA): Phone: (786)247-4480 Applicant's Address of Record: 9048 SW 97 TH#7 City Miami State: FL Zip 33176 County: Miami-Dade Click on the arrow(s)next to the text box(s)to view a list of available Scope classifications/trades for the form type chosen in Section 2. Click on the appropriate scope to select. If you are unsure as to which classification/trade to choose' please contact your workers'compensation insurance carrier. If you do not have a workers'compensation insurance policy, contact the National Council on Compensation Insurance(NCCI)at 1-800-622-4123 option 5 to obtain a classification code. Scope 1: 05606 Contractor- Scope 2: Scope 3: Scope Project Manager, p pe 4: Construction E Section 4: The corporation of which you are an officer or limited liability company of which you are a member must be registered and in ACTIVE status with the Florida Division of Corporations.Applicants applying as an officer of a corporation must be listed as an officer of the Corporation with the Florida Division of Corporations. List the document number on file with the Florida Division of Corporations. P13000086475 Section 5: Pursuant to Chapter 489, F.S. (contractor licensing law), list certified or registered licenses related to the scope of business or trade listed in Section 3 held by the applicant, or the certified or registered license numbers held by the qualifier;for the corporation or limited liability company listed on this application. The business name listed on the license MUST match the name Pursuant the corporation or limited liability company as registered with the Florida Division of Corporations and on this Notice of Election to be Exempt. No bBPR License Listed This section is not applicable to my business i Se,-tion 6: h yowve�ubmitted an electronic payment for this application,the transaction confirmation number is listed in the following space: Confirmation Number: 265245064 Application Number: E00401287 1 Section 7: N/A Are you affiliated with any corporation or limited liability company other than the corporation or limited liability company to which this application applies? Name: FEIN Name: FEIN Name: FEIN Section 8: CONSTRUCTION INDUSTRY AND NON-CONSTRUCTION INDUSTRY LLC MEMBERS ONLY Tobe eligible for a construction industry exemption or a non-construction limited liability company exemption, an applicant must have the required ownership of the corporation or limited liability company. I am a shareholder owning at least ten percent(10%)of stock of the corporation listed on this application. Section 9: I certify that any employees of the corporation or members of the limited liability company listed in Section 3 are covered by workers'compensation insurance. Please identify the workers' compensation insurance carrier that covers any non-exempt employees. Carrier Name: My business does not have any non-exempt employees Section 10: FRAUD NOTICE A. Any person who, knowingly and with intent to injure, defraud, or deceive the department or any employer or employee, insurance company or any other person, files a Notice of Election to be Exempt containing any false or misleading information is guilty of a felony of the third degree. B. Attestation of applicant—By providing my name below, I attest that I have read, understand and acknowledge the foregoing notice. C. Acknowledge that this Notice of Election to be Exempt does not exceed limits for corporate officers, including any affiliated corporations as provided in Section 440.02, Florida Statutes. First Name: Javier Last Name: Perez Note: The Division has 30 days to review your application to determine if it meets the eligibility requirements for the issuance of an exemption..The Division will either issue a Certificate of Election to be Exempt or notify you that your application is incomplete. The'Division reviews and processes exemption applications in the order they are received. Exemption information is reflected on the Proof of Coverage database the day following the issuance of the exemption. Visit the Division's website at http://www.myfloridacfo.com/wc to print your certificate. s Permit-WO. RC-8-15-2211 ,S�oaES�t Miami Shores Village Permit Type:Residential Construction 10050 N.E.2nd Avenue NE . 1 .....T ' Work Classification:Alteration Miami Shores, FL 33138-0000 Pert Permit Staters:APPROVED Phone: (305)795-2204 ` fLORiS>P' Issue Date: 10127/2015 Expiration: 04/24/2016 Project Address Parcel Number Applicant 361 NE 101 Street 1132060135220 Miami Shores, FL 33138-2424 Block: Lot: MONICA URRUTIA Owner Information Address Phone Cell MONICA URRUTIA 361 NE 101 Street (786)356-3445 MIAMI FL 33138- 361 NE 101 Street MIAMI FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 75,000.00 UNIVERSAL GROUP INC (305)796-9556 _..... _�,...,,w_._. _._. .. .... Total Sq Feet: 0 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved: :In Review Fill Cells Columns Date Denied: Final PE Certification Type of Construction: BATH,OPEN SPACES,KITCHEN,V Occupancy: Window Door Attachment Stories: Exterior: Framing Front Setback: Rear Setback: Insulation Left Setback: Right Setback: Drywall Screw Bedrooms: Bathrooms: Window and Door Buck Plans Submitted: Certificate Status: Review Planning Certificate Date: Additional Info: Review Electrical Bond Return: Classification: Residential Review BuildingReview Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Review Building CCF $45.00 Review Structural DBPR Fee Invoice# RC-8-15-56894 Review Structural $33.75 10/27/2015 Check#:400 $2,636.50 $50.00 DCA Fee $33.75 Review Mechanical Education Surcharge $15.00 08/28/2015 Check#:377 $50.00 $0.00 Review Plumbing Permit Fee $2,250.00' Review Plumbing Plan Review Fee(Engineer) $120.00 Review Plumbing Plan Review Fee(Engineer) $120.00 Review Plumbing Scanning Fee $9.00 Technology Fee $60.00 Total: $2,686.50 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning; Futher authorize the above-named contractor to do the work stated. October 27, 2015 Authorize gnature:owner / Applicant / Contractor / Agent Date Building Department Copy October 27,2015 1 gNOR,S Miami Shores Village r, .�••• Buildicg Department CITY 10050 NE 2 Ave. oft io Miami Shores, FL 33138 to 305-795-22041 Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPE AL .. ,P INSPECTOR UNDER THE FLORIDA BUILDING CODE. I(We)have been retained by Gales Ic to perform special inspector services under the Florida Building Code 5th Edition(2014)and Miami Dade County Administrative Code at the ?P&I &W— st C project on the below listed structure as of -g-r-9- t S (date). I am a registered - architect/professional engineer licensed in the State of Florida. Process Number: VG t I 7SEP5 2015 /special Inspector for Reinforced Masonry,Section 2122.4 of the FBC 5th Edition(2014) BY: 0090 —Miami Dade County Administrative Code,Article II Section 8.22 Special Inspector for —Trusses>35 ft.long or 6 ft.high Steel Framing and Connections welded or bolted ••• •• • 0000•. —soil Compaction • Precast Attachments •••••• ••• ••••• 00 .. .. .. —Roofing Applications,Lt.Weight. Insul.Conc. 0000.. •• Other . . . . 0000.. — 0000.. Note: Only the marked boxes apply. .. .,. The following individual(s)employed by this firm or me is authorized representative to perform ••• inspection* 1. + 1c -te✓tc 2. 3. 4. *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect:graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program;successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. I(we)will notify the Miami Shores Building Department of any changes regarding authorized personnel performing inspection services. I(we),understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections,as required by the Florida Building Code,must be performed by the Miami Shores Building Department.Inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections performed by the department. Further,upon completion of work under each Building Permit,I will submit to the Building Inspector at the time of the final inspection the completed inspection log form and a sealed statement indicating that,to the best of my knowledge,belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approval plans. Engineer/Architect Name Signed andSe led Print Date: 'f%4-f, If Address 4-q06 4.44-AVID 4GA*310 ( 'r- CESAR M. CANCIA.I.A. LITY a r c h i t e c 00-N AVIU In 4006 Campo Sano Ct. Coral Gables, FL 333.46 +.- Phone(305)740 7929 Fax (305)740 7929 STRUCTURAL CALCULATIONS tBY: I 5 2015 CHRIS DUQUE & MONICA URRUTIA RESIDENCE 361 NE 101 ST, MIAMI SHORES, FL INDEX PAGES 1 TO 7 : WIND LOADS PAGES 8 TO 15 : CONCRETE BEAM AT KITCHEN & FAMILY PAGES 16 TO 23 : CONCRETE BEAM AT LIVING & FAMILY PAGE 24: FOOTINGS . .. . . . . ... . .. ... .. . . . .. . ... . ... .. . .. . . .. . . . . . . ... . ... . . . i Cesar M.Cano A.I.A. State�f Florida • .Registration#492.9 . .. .. . . . . .. ... . . . ... . . Page 1 of 1 I MecaWind Pro v2 . 2 . 2 . 7 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date 9/22/2015 Project No. Company Name Designed By Address Description City Customer Name State Proj Location File Location: Directional Procedure Simplified Diaphragm Building (Ch 27 Part 2) Basic Wind Speed(V) 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) = 0.01 Alpha = 9.50 Zg = 900.00 ft At 0.11 Bt = 1.00 Am = 0.15 BM 0.65 Cc 0.20 1 = 500.00 ft Epsilon 0.20 Zmin = 15.00 ft Slope of Roof = 1.523 : 12 Slope of Roof(Theta) = 7.24 Deg Ht: Mean Roof Ht = 15.83 ft Type of Roof - HIPPED RHt: Ridge Ht = 17.66 ft Eht: Eave Height = 14.00 ft OH: Roof Overhang at Eave= 1.00 ft Overhead Type = OH w/ So£it Bldg Length Along Ridge = 40.00 ft Bldg Width Across Ridge= 55.66 ft Length of Hipped Ridge = 25.00 ft Roof Slope on Hip End = 23.30 Deg Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.91 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Topographic Adjustment 0.33*z 5.22 Kzt (0.33*z) : Topographic factor at elevation 0.33*z = 1.00 Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z)]^0.5 = 175.00 mph MWFRS Diaphragm Building Wind Pressures per Ch 27 Pt 2 All pressures shown are based upon ASD Design, with a Load Factor of .6 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• •• • •• • • •• • • • • • • • •• • • • • • • • ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • Z See Fig 27.6-2 for Parapet wind Roof Pressure$ pressures See Table 27.6-2 Mean roof ht. Ph 13 Wind Wali Pressures See Table 27.6.3 h B Pian po Elevation 14 .wtr �tl b •i� b Hipped Roof Roof cdj� pr sure firom table Z►,US t Or 3 as applicable PIc�r , .. ... .. . . . .. I •00 .. • • . .. . . . . • . . ... . ... . . . MWFRS Pressures for Wind Normal to 40 ft wall (Normal to Ridge) • • • • • • • • • • - 3 WALL PRESSURES PER TABLE 27.6-1 L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir = 1.39 h: Height to top of Windward Wall 14.00 ft ph: Net Pressure at top of wall (windward + leeward) = 36.73 psf p0: Net Pressure at bottom of wall (windward + leeward) = 36.73 psf ps: Side wall pressure acting away from wall = .58 * ph = -21.27 psf pl: Leeward wall pressure acting away from wall = .34 * ph = -12.38 psf pwh: Windward wall press @ top acting toward wall = ph-pl = 24.36 psf pw0: Windward wall press @ bot acting toward wall = p0-pl = 24.36 psf ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height = 15.830 ft Lambda: Exposure Adjustment Factor = 1.000 Slope: Roof Slope = 7.24 Deg Any slope less than 9.46 Deg is treated as a '.Flat' roof per Table 27.6-2 Zone Load Casel Load Case2 psf psf ---- ---------- ---------- 1 .00 .00 2 .00 .00 3 -36.42 .00 4 -32.51 .00 5 -26.64 .00 Note: A value of 10' indicates that the zone/load case is not applicable. ROOF OVERHANG LOADS (FIGURE 27.6-3) : LOAD CASE 1: Povhl: Overhang pressure for zone 1 .00 psf Povh3: Overhang pressure for zone 3 -27.32 psf LOAD CASE 2: Povhl: Overhang pressure for zone 1 = .00 psf Povh3: Overhang pressure for zone 3 = .00 psf Normal to Ridge - Base Reactions - Walls+Roof +GCpi Description Press Area Fx FY Fz Mx My MZ psf ft^2 Kip Kip Kip K-ft K-ft K-ft ------------------------------------------------------------------------------------- Roof (0 to h/2) -36.42 232 .00 -1.06 8.39 192.8 .0 .0 Roof (0 to h/2) -36.42 7 -0.03 .00 0.26 6.6 -4.9 0.8 Roof (0 to h/2) -36.42 7 0.03 .00 0.26 6.6 4.9 -0.8 Roof (h/2 to h) -32.51 246 .00 -1.01 7.94 130.0 .0 .0 Roof (h/2 to h) -32.51 20 -0.28 .00 0.59 10.8 -6.9 5.1 Roof (h/2 to h) -32.51 20 0.28 -0.00 0.59 10.8 6.9 -5.1 Roof (h/2 to h) -32.51 7 -0.03 .00 0.23 4.2 -4.3 0.5 Roof (h/2 to h) -32.51 7 0.03 .00 0.23 4.2 4.3 -0.5 Roof (h to 2h) -26.64 412 .00 -1.38 10.90 62.3 .0 .0 Roof (h to 2h) -26.64 84 -0.96 .00 2.03 15.9 -20.4 7.5 Roof (h to 2h) -26.64 84 0.96 -0.00 2.03 15.9 20.4 -7.5 Roof (h to 2h) -26.64 14 -0.05 .00 0.37 2.9 -7.0 0.4 Roof (h to 2h) -26.64 14 0.05 .00 0.37 2.9 7.0 -0.4 Roof (>2h) -26.64 21 .00 -0.07 0.56 -1.0 .0 .0 Roof (>2h) -26.64 7 -0.08 .00 0.17 0.1 -1.5 0.0 Roof (>2h) -26.64 7 0.08 -0.00 0.17 0.1 1.5 -0.0. Roof (>2h) -26.64 1 -0.00 ,00 0.02 0.0 -0.4 0.0 Roof (>2h) -26.64 1 0.00 .00 0.02 0.0 0.4 -0.0 Roof (>2h) •• •••-46r64 • *9 le •• .00 3.06 24.10 -286.7 .0 .0 Roof (>2h) :-tJ*6,C : : 3*., -0.11 .00 0.84 -11.9 -15.8 -1.5 Roof (>2h) • •• -46.64• • 4M • 0.11 .00 0.84 -11.9 15.8 1.5 Roof (0 to h/2)••• •��-9g�42'�• 4� •,• .00 -0.19 1.49 39.6 .0 .0 Roof (>2h) -26.64 41 .00 0.14 1.09 -29.0 .0 .0 Windward Wall 24.36 400 .00 9.74 .00 87.7 .0 .0 Windward Wall 24.36 160 .00 3.90 .00 7.8 .0 .0 Leeward wall•• •�• -J2•38••: 56.00' •%o 6.93 .00 48.5 .0 .0 Side Wall • • -#1.27 • 77*• -b6.68 .00 .00 .0 116.0 .0 Side Wall '� �• '-21.027: • '779 46.98 .00 .00 .0 -116.0 .0 Roof (0 to hf29 • -86r42 • 50 -0108 .00 0.18 4.2 -2.2 2.0 Roof (0 to h/2) -36.42 5 0.08 .00 0.18 4.2 2.2 -2.0 Roof (>2h) -26.64 115 -1.31 .00 2.78 -25.8 -28.6 -12.2 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t i I 1 { Roof (>2h) -26.64 115 1.31 .00 2.78 -25.8 28.6 12.2 ---------------------------------------------------------------=--------------------- Total .00 5171 -0.00 20.05 69.41 266.0 -0.0 0.0 Normal to Ridge - Base Reactions - Walls Only +GCpi Description Press Area FX FY Fz Mx MY Mz psf ft^2 Kip Kip Kip K-ft K-ft K-ft I ------------------------------------------------------------------------------------- Windward Wall 24.36 400 .00 9.74 .00 87.7 .0 .0 Windward Wall 24.36 160 .00 3.90 .00 7.8 .0 .0 Leeward Wall -12.38 560 .00 6.93 .00 48.5 .0 .0 Side Wall -21.27 779 -16.58 .00 .00 .0 116.0 .0 Side Wall -21.27 779 16.58 .00 .00 .0 -116.0 .0 ------------------------------------------------------------------------------------- Total .00 2678 .00 20.57 .00 144.0 .0 .0 Normal to Ridge - Base Reactions - Walls+Roof -GCpi Description Press Area FX FY Fz Mx MY Hz psf ft^2 Kip Kip Kip K-ft K-ft K-ft ------------------------------------------------------------------------------------- Windward Wall 24.36 400 .00 9.74 .00 87.7 .0 .0 Windward Wall 24.36 160 .00 3.90 .00 7.8 .0 .0 Leeward Wall -12.38 560 .00 6.93 .00 48.5 .0 .0 Side Wall -21.27 779 -16.58 .00 .00 .0 116.0 .0 Side Wall -21.27 779 16.58 .00 .00 .0 -116.0 .0 ------------------------------------------------------------------------------------- Total .00 2678 .00 20.57 .00 144.0 .0 .0 Normal to Ridge - Base Reactions - Walls Only -GCpi Description Press Area Fx FY Fz Mx MY Mz psf £t^2 Kip Kip Kip K-ft K-ft K-ft ------------------------------------------------------------------------------------- Windward Wall 24.36 400 .00 9.74 .00 87.7 .0 .0 Windward Wall 24.36 160 .00 3.90 .00 7.8 .0 .0 Leeward Wall -12.38 560 .00 6.93 .00 48.5 .0 .0 Side Wall -21.27 779 -16.58 .00 .00 .0 116.0 .0 Side Wall -21.27 779 16.58 .00 .00 .0 -116.0 .0 ------------------------------------------------------------------------------------- Total .00 2678 00 20.57 .00 144.0 .0 .0 Normal to Ridge - Base Reactions - Walls+Roof MIN Description Press Area* FX FY Fz Mx MY Mz psf ft^2 Kip Kip Kip K-ft K-ft K-ft ------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------- Total .00 0 .00 .00 .00 .0 .0 .0 Notes - Normal to Ridge Note (1) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical Note (2) MIN = Minimum pressures on Walls = 9.6 psf and Roof = 4.8 psf Note (3) Area* = Area of the surface projected onto a vertical plane normal to wind. .MWFRS Pressures for Wind Normal to 55.66 ft wall (Along Ridge) WALL PRESSURES PER TABLE 21.6-1 L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir = 0.72 h: Height to top of Windward Wall = 14.00 ft ph: Net Pressure at top of wall (windward + leeward) 38.70 psf p0: Net Pressui"atolaottoa o$wall•(wiadward + leeward) = { 38.70 psf ps: Side wall 19ressat•e 6clicfg dwOrsfrog wall = .54 * ph = 1-20.90 psf pl: Leeward w�11•pry su��acltitig�ac�iy��om wall = .38 * ph = -14.71 psf pwh: Windward wall press @ top acting toward wall = ph-pi = 23.99 psf pw0: Windward wall press @ bot acting toward wall p0-pl = 23.99 psf • ••• *2 •• • ROOF PRESS URCS•PER•TABLE.29.6-2•••• • • • h: Mean•J%of :ei%ht••• •• • a•• = 15.830 ft Lambda: Exposuse Aelfustmenv Lector • • • • = 1.000 Slope: Roof•stope• ••• • • • = 7.24 Deg Any slope less than 9.46 Deg is treated as a 'Flat' roof per Table 27.6-2 • •• •• • • • •• •• ••• • • • ••• • • Zone Load Casel Load Case2 psf psf ---- ---------- ---------- 1 .00 .00 2 .00 .00 3 -36.42 .00 4 -32.51 .00 5 -26.64 .00 Note: A value of '0' indicates that the zone/load case is not applicable. ROOF OVERHANG LOADS (FIGURE 27.6-3) : LOAD CASE 1: Povhl: Overhang pressure for zone 1 = .00 psf Povh3: Overhang pressure for zone 3 = -27.32 psf LOAD CASE 2: Povhl: overhang pressure for zone 1 = .00 psf Povh3: Overhang pressure for zone 3 = .00 psf Along Ridge - Base Reactions - Walls+Roof +GCpi Description Press Area FX FY Fz Mx My Mz psf ft^2 Kip Kip Kip K-ft K-ft K-ft ------------------------------------------------------------------------------------- Roof (0 to h/2) -36.42 218 -3.14 .00 7.30 .0 -74.7 .0 Roof (0 to h/2) -36.42 8 .00 -0.11 0.26 5.8 -4.5 -1.9 Roof (0 to h/2) -36.42 8 .00 0.11 0.26 -5.8 -4.5 1.9 Roof (0 to h/2) -36.42 62 -0.89 .00 2.06 .0 -29.7 .0 Roof (h/2 to h) -32.51 80 0.00 -0.30 2.59 34.8 -34.3 -4.0 Roof (h/2 to h) -32.51 80 .00 0.30 2.59 -34.8 -34.3 4.0 Roof (h/2 to h) -32.51 2 .00 -0.02 0.05 1.1 -0.6 -0.3 Roof (h/2 to h) -32.51 2 .00 0.02 0.05 -1.1 -0.6 0.3 Roof (h/2 to h) -32.51 154 .00 -0.58 4.98 60.0 -48.5 -5.6 Roof (h/2 to h) -32.51 154 .00 0.58 4.98 -60.0 -48.5 5.6 Roof (h/2 to h) -32.51 6 .00 -0.08 0.18 4.0 -1.7 -0.8 Roof (h/2 to h) -32.51 6 .00 0.08 0.18 -4.0 -1.7 0.8 Roof (h to 2h) -26.64 392 .00 -1.20 10.38 125.1 .0 .0 Roof (h to 2h) -26.64 392 .00 1.20 10.38 -125.1 .0 .0 Roof (h to 2h) -26.64 15 .00 -0.16 0.37 8.3 .0 .0 Roof (h to 2h) -26.64 15 .00 0.16 0.37 -8.3 .0 .0 Roof (>2h) -26.64 154 .00 -0.47 4.08 49.2 39.8 4.6 Roof (>2h) -26.64 154 .00 0.47 4.08 -49.2 39.8 -4.6 Roof (>2h) -26.64 6 .00 -0.06 0.15 3.3 1.4 0.6 Roof (>2h) -26.64 6 .00 0.06 0.15 -3.3 1.4 -0.6 Roof (>2h) -26.64 223 0.00 -0.68 5.89 112.5 95.7 11.1 Roof (>2h) -26.64 223 .00 0.68 5.89 -112.5 95.7 -11.1 Roof (>2h) -26.64 8 .00 -0.09 0.20 4.4 3.2 1.4 Roof (>2h) -26.64 8 .00 0.09 0.20 -4.4 3.2 -1.4 Roof (>2h) -26.64 62 0.65 .00 1.51 .0 21.7 .0 Windward Wall 23.99 557 13.36 .00 .00 .0 -120.2 .0 Windward Wall 23.99 223 5.34 .00 .00 .0 -10.7 .0 Leeward Wall -14.71 779 11.46 .00 .00 .0 -80.2 .0 Side Wall -20.90 560 .00 11.70 .00 81.9 .0 .0 Side Wall -20.90 560 .00 -11.70 .00 -81.9 .0 .0 OH Bot Windward -27.32 56 .00 .00 -1.52 .0 31.2 .0 Roof (0 to h/2) -36.42 67 .00 -0.28 2.43 45.3 -38.9 -4.5 Roof (0 to h/2) -36.42 67 .00 0.28 2.43 -45.3 -38.9 4.5 Roof (h/2 to h) -32.51 9 -0.12 .00 0.27 .0 -1.7 .0 Roof (>2h) -26.64 227 2.39 .00 5.56 .0 60.2 .0 Roof (>2h) -26.64 1 .00 -0.01 0.01 0.3 0.3 0.1 Roof (>2h) Go -46.64 1 .00 0.01 0.01 -0.3 0.3 -0.1 Total '• •i •!;Os : 1:4.1 0.29.05 0.00 78.32 -0.0 -180.3 -0.0 Along Ridge - Base Reactions !Wald Vly +GCpi Description G Press Area Fx FY Fz Mx My Mz • • • xA6 ¢•t"2 • � •D xip Kip K-ft K-ft K-ft ------------------9----I-----s-----•- ----------------------------------------- Windward Wall • •• 23.89• • %53 s 1:.s6 .00 .00 .0 -120.2 .0 Windward wall••' • 23.99 • 223• 5!34 .00 .00 .0 -10.7 .0 Leeward Wall -14.71 779 11.46 .00 .00 .0 -80.2 .0 Side Wall -20.90 560 .00 11.70 .00 81.9 .0 .0 ••• • • • • ••• • • r„ Side Wall -20.90 560 .00 -11.70 .00 -81.9 .0 .0 ------------------------------------------------------------------------------------- Total .00 2678 30.16 .00 .00 .0 -211.1 .0 Along Ridge - Base Reactions - Walls+Roo£ -GCpi Description Press Area Fx Fy Fz Mx My MZ psf ft^2 Kip Kip Kip K-ft K-ft K-ft ------------------------------------------------------------------------------------- Windward Wall 23.99 557 13.36 .00 .00 .0 -120.2 .0 Windward wall 23.99 223 5.34 .00 .00 .0 -10.7 .0 Leeward Wall -14.71 779 11.46 .00 .00 .0 -80.2 .0 Side Wall -20.90 560 .00 11.70 .00 81.9 .0 .0 Side Wall -20.90 560 .00 -11.70 .00 -81.9 .0 .0 OH Bot Windward -27.32 56 .00 .00 -1.52 .0 31.2 .0 ------------------------------------------------------------------------------------- Total .00 2734 30.16 .00 -1.52 .0 -179.9 .0 Along Ridge - Base Reactions - Walls Only -GCpi Description Press Area Fx Fy Fz Mx My MZ psf ft^2 Kip Kip Kip K-ft K-ft K-ft ------------------------------------------------------------------------------------- Windward Wall 23.99 557 13.36 .00 .00 .0 -120.2 .0 Windward Wall 23.99 223 5.34 .00 .00 .0 -10.7 .0 Leeward Wall -14.71 779 11.46 .00 .00 .0 -80.2 .0 Side Wall -20.90 560 .00 11.70 .00 81.9 .0 .0 Side Wall -20.90 560 .00 -11.70 .00 -81.9 .0 .0 ------------------------------------------------------------------------------------- Total .00 2678 30.16 .00 .00 .0 -211.1 .0 Along Ridge - Base Reactions - Walls+Roof MIN Description Press Area* Fx Fy Fz Mx My MZ psf ft^2 Kip Kip Kip K-ft K-ft K-ft ------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------- Total .00 0 .00 .00 .00 .0 .0 .0 Notes - Along Ridge Note (1) X= Along Building ridge, Y = Normal to Building Ridge, 2 = Vertical Note (2) MIN = Minimum pressures on Walls = 9.6 psf and Roof = 4.8 psf Note (3) Area* = Area of the surface projected onto a vertical plane normal to wind. Total Base Reaction Summary Description Fx Fy Fz Mx My MZ Kip Kip Kip K-ft K-ft K-ft -------------------------------------------------------------------------------------- Normal to Ridge Walls+Roof +GCpi -0.0 20.1 69.4 266.0 -0.0 0.0 Normal to Ridge Walls Only +GCpi .0 20.6 .0 144.0 .0 .0 Normal to Ridge Walls+Roof -GCpi .0 20.6 .0 144.0 .0 .0 Normal to Ridge Walls Only -GCpi .0 20.6 .0 144.0 .0 .0 Normal to Ridge Walls+Roof MIN .0 .0 .0 .0 .0 .0 Along Ridge Walls+Roof +GCpi 29.1 0.0 78.3 -0.0 -180.3 -0.0 Along Ridge Walls Only +GCpi 30.2 .0 .0 .0 -211.1 .0 Along Ridge Walls+Roof -GCpi 30.2 .0 -1.5 .0 -179.9 .0 Along Ridge Walls Only -GCpi 30.2 .0 .0 .0 -211.1 .0 Along Ridge Walls+Roof MIN .0 .0 .0 .0 .0 .0 Notes Applying to MWFRS Reactions: Note (1) Per Fig 27.4-1, Note 9, Use greater of Shear calculated with or without roof. Note (2) X= Along Hudtd}ngbridge,•Y•= Normal to Building Ridge, 2 = Vertical Note (3) MIN =:Minim4 Pr0s:rIs pn:wills = 9.6 psf and Roof = 4.8 psf Note (4) MIN arta isce tho area of rtko surface onto a vertical plane normal to wind. Note (5) Tota].goof.*eg.:intl*OFCT¢p)•,2492.40 sq. ft Note (6) LC = Load Case (Some pressures can be zero, ref ASCE 7-10 Ch 27 Pt 2) Wind Pressure on•Components.and Cladding ZCti 0 Part 1) •• • • •• • • • • • • • •• • • • • • • • • • • • • • • • • • • •• •• • • • •• •• t i I ZrI a Z ..... 2 � Amu 1: 5 Roofnot ,1 2 a -, Fans Hip Roof f<9<=27 All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = = 4.00 ft Description Width Span Area Zone Max Min Max P Min P ft £t ft^2 GCp GCp psf psf ------------------------------------------------------------------------------- Wall 0 -10 1.00 5.47 10.0 4 0.90 -1.10 37.08 -43.94 Wall 0 -10 1.00 5.47 10.0 5 0.90 -1.40 37.08 -54.24 Wall 11-20 1.00 5.74 11.0 4 0.89 -1.09 36.85 -43.69 Wall 11-20 1.00 5.74 11.0 5 0.89 -1.39 36.85 -53.75 Wall 21-30 1.00 7.93 21.0 4 0.85 -1.04 35.32 -41.99 Wall 21-30 1.00 7.93 21.0 5 0.85 -1.29 35.32 -50.34 Wall 31-40 1.00 9.64 31.0 4 0.82 -1.01 34.40 -40.96 Wall 31-40 1.00 9.64 31.0 5 0.82 -1.23 34.40 -48.29 Wall 41-50 1.00 11.10 41.1 4 0.80 -0.99 33.73 -40.22 Wall 41-50 1.00 11.10 41.1 5 0.80 -1.18 33.73 -46.80 Wall 51-100 1.00 12.37 51.0 4 0.79 -0.98 33.21 -39.65 Wall 51-100 1.00 12.37 51.0 5 0.79 -1.15 33.21 -45.66 Wall 101-200 1.00 17.41 101.0 4 0.74 -0.92 31.59 -37.85 Wall 101-200 1.00 17.41 101.0 5 0.74 -1.05 31.59 -42.06 Wall 201-500 1.00 24.56 201.1 4 0.69 -0.87 29.96 -36.04 Wall 201-500 1.00 24.56 201.1 5 0.69 -0.94 29.96 -38.44 Wall 501-1000 1.00 38.77 501.0 4 0.63 -0.80 27.81 -33.64 Wall 501-1000 1.00 38.77 501.0 5 0.63 -0.80 27.81 -33.64 Roof 0-10 1.00 5.47 10.0 1 0.50 -0.90 23.34 -37.08 Roof 0-10 1.00 5.47 10.0 2 0.50 -1.70 23.34 -64.54 I Roof 0-10 1.00 5.47 10.0 3 0.50 -1.70 23.34 -64.54 Roof 11-20 1.00 5.74 11.0 1 0.49 -0.90 23.06 -36.94 Roof 11-20 1.00 5.74 11.0 2 0.49 -1.68 23.06 -63.84 Roof 11-20 1.00 5.74 11.0 3 0.49 -1.68 23.06 -63.84 Roof 21-30 1.00 7.94 21.0 1 0.44 -0.87 21.13 -35.97 Roof 21-30 1.00 7.94 21.0 2 0.44 -1.54 21.13 -59.00 Roof 21-30 1.00 7.94 21.0 3 0.44 -1.54 21.13 -59.00 Roof 31-40 1.00 9.64 31.0 1 0.40 -0.85 19.97 -35.39 Roof 31-40 1.00 9.64 31.0 2 0.40 -1.45 19.97 -56.11 Roof 31-40 1.00 9.64 31.0 3 0.40 -1.45 19.97 -56.11 Roof 41-50 1.00 11.10 41.1 1 0.38 -0.84 19.13 -34.97 Roof 41-50 1.00 11.10 41.1 2 0.38 -1.39 19.13 -54.01 Roof 41-�0 1.00 11.10 41.1 3 0.38 -1.39 19.13 -54.01 Roof 51- 00 1.00 12.37 51.0 1 0.36 -0.83 18.49 -34.65 Roof 51-100 1.00 12.37 51.0 2 0.36 -1.35 18.49 -52.39 Roof 51-100 •• ••• • • 3600, V.3Z0 51.0 3 0.36 -1.35 18.49 -52.39 Roof 101-200 ••� .00: lr1.41 101.0 1 0.30 -0.80 16.48 -33.64 Roof 101-200 • •• • • :I10oot A l 101.0 2 0.30 -1.20 16.48 -47.37 Roof 101-200 •�• see •00 01.1000 M.41 .101.0 3 0.30 -1.20 16.48 -47.37 Roof 201-500 1.00 f4At 201.1 1 0.30 -0.80 16.48 -33.64 Roof 201-500 1.00 24.56 201.1 2 0.30 -1.20 16.48 -47.37 Roof 201-500 1.00 24.56 201.1 3 0.30 -1.20 16.48 -47.37 Roof 501-1000.00 •:• •'. •r.900 - 380.d77 901.0 1 0.30 -0.80 16.48 -33.64 Roof 501-1000m • • 1..00 ::6.77:541.0 2 0.30 -1.20 16.48 -47.37 Roof 501-1000 •� �� • •� :1.0000 M.47705M.0 3 0.30 -1.20 16.48 -47.37 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.86 Qhcc:.00256*V^2*Khcc*Kht*Kd = 34.33 psf ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 8 PROJECT: _ S7 �. F-'t M j +IBJ PAGE NO.: SUBJECT: C 1-1-� G .I aJ C� Xl Srt 1 N �, T DATE: DESIGNED BY: :......... �?... ;... ... ..�"z-..°. '.. Via. ;.. E�J.....f�-1 ..1V t l ..:...:.. ..:. ............ .:._. ........... :........_................................:.. :.. ........:............_.................:......;.... ....-.. ..:........... :....... :..... . . .._.. .... .:.. ;......... .... . ��:- �� o :gib . . ...... .. ...:.... .: .. . . .. :.. .: 1 0. : ..................=..... .Lb..... ....._ . ....._.. ........ .... _....:.. .. ...... ....... :.........:. ..... _ ......... :.._......:...........:...._.. . ..N.. _1 � t�1. .....:..... . ,� 1. .. .......c0 _ -...._ air - .. 4r .:t1:. :.:.:...:...:.....::::. ....:....:. . ....... : ......... ..... :. .....:... :. u:070- 00 2....... ..........:............. ADat............... . :CACW—A—t E 0 A3j. �.l.`.c.,'D.. .Z.A ... 57ri-Q.2 UPS ,4,�.Eor LL �� US D pr ct�`c�-3 ATU '� :� 14Sc. 00.0 • PROJECT: (a ) J C 0 1 ST �4 1 AMa 5146 Q.-e5 PAGE NO.: SUBJECT: G N E C K ► N C-, f=ti(1 2-1 II N Cal DATE: DESIGNED BY: . .. ...... ........:. ................ ..:... .......................<.....:....,... .....,...... g . . .. :....:. :.. ... :._ z :.. ..:................................................._..........._..._......:.... . �....:..._.. ! x .: wt :.....: ............ GJ... .. ........._.-Z..b.,. ,. ... .:.. _ ................... _..-.;.. .............. ..... .__ ._ .. . . .:. .;. ` .. . 5-01-6 T :. .. 0 'lies . a C .. r� 8AI6T t ti c� , CB....•... •.. .., • ..,. •.•.,.. PROJECT: __ -3 N I I S-7 �j RMS S Ho 2�S PAGE NO.: --- t SUBJECT: DATE: C�'��-K R IU -� -F:X 1 �'�"� � .� "T�- DESIGNED BY: T Lra..' :.................:.....;.....:......:..... ..._...:............:...... ..._._..... :. ..... ............ .:... ..............._...._... ;. .;....... . . :. ......:'� .A. : _n; ... .....:...... .....ca .t.T.. .. : ....:.. ..:... ...... .....:.....:_ ........_. ....... :........ ........... ..:................ ...............,...... ...:..._s...... .......... ..:.. ..,.. . ... . .. .. ....:......... �:.. . .n;�c.; ........cd � .-. ..... �. ... . . .. ... sau;T- . .A• ....; :..:.:._..:......... . .. ...........:...... . :. ._...... .. ...... :.... ................... ........:....... ._............. .............................. ....:................................:.....:.....:... ..:......:......:.............:................................. .0 d.. .._:. ... ` .. ............ . spBeam v3.11 ® StructurePoint 09-22-2015, 03:55:41 PM �r 15 day trial license. Expires: Never. Locking Code: 4-283D9. User: Nicholas, VC E:\h new\EXISTING TB ( LIVING ROOM & FAMILY) .slb Page 1 i 000000 00 00 00000 000000 00 00 00000 00000 0 0000000000 00 0 00 00 00 00 00 00 0 00 00 00 00 00 00 00 0000000 00 00 000000 00 00 00 00000 00 00 00 00 00 00 00 00 00 00 00 00 000000 00 00 00000 00 00 00 00 00 0 00 00 00 00 00 0 00 00 00 00 00 00000 00 0000000 00000 00000 0 00 00 00 (TM) spBeam v3.11 (TM) A Computer Program for Analysis, Design, and Investigation of Reinforced Concrete Beams and One-way Slab Systems Copyright © 1992-2009, STRUCTUREPOINT, LLC All rights reserved Licensee stated above acknowledges that STRUCTUREPOINT (SP) is not and cannot be responsible for either the accuracy or adequacy of the material supplied as input .for processing by the spBeam computer program. Furthermore, STRUCTUREPOINT neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the spBeam program. Although STRUCTUREPOINT has endeavored to produce spBeam error free the program is not and cannot be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensee's. Accordingly, STRUCTUREPOINT disclaims all responsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of the spBeam program. Il] INPUT ECHO General Information File name E:\h new\EXISTING TB ( LIVING ROOM & FAMILY) .slb Project: 361 NE 101 ST MIAMI SHORES Frame: EXISTING TB ( KITCHEN & FAMILY) Engineer: Code: ACI 318-08 Reinforcement Database: ASTM A615 Mode: Design Number of supports = 2 Floor System: One-Way/Beam Live load pattern ratio = 100% Deflections are based on cracked section properties. In negative moment regions, Ig and Mcr DO NOT include flange/slab contribution (if available) Long-term deflections are calculated for load,duration of 60 months. 25% of live load is sustained. Compression reinforcement calculations NOT selected. Default incremental rebar design selected. Moment redistribution NOT selected. Effective flange width calculations NOT selected. Rigid beam-column joint NOT selected. Torsion analysis and design NOT selected. Material Properties SlabsiBeams Columns ------------ ------------- wc 150 150 lb/ft3 f'c = 3 3 ksi Ec = 3320.6 3320.6 ksi fr = 0.41079 0.414.49. ksi. • • �• fy = 60 ksi, Bars,are:ioat 4: -c4lel. • • • • • • • fyt = 60 ksi .. .•� �� • � • �� Es 29000 ksi Reinforcement Database �•• �� •� • Units: Db (in), Ab (in^2), ♦ • • 00 Size Db Ab • Wb.•/ Sizei . bb: Wb ---- -------- -------- --±•• _ 0 _A O•--•----- 0_.&--- -------- 1 #3 0.38 0.11 0.38 #4 0.50 0.20 0.67 #5 0.63 0.31 1.04 #6 0.75 0.44 1.50 #7 0.88 0.60 2.' • •#80 • •3n00& •0.79 2.67 #9 1.13 1.00 3w081 40 e 411.E 4.27; ;1.27 4.30 #11 1.41 1.56 5:•31 2.69 • •2.25 7.65 #18 2.26 4.00 13p@o 0• •0 •• •�• i� •i spBeam v3.11 © StructurePoint 09-22-2015, 03:55:41 PM /Z 15 day trial license. Expires: Never. Locking Code: 4-283D9. User: Nicholas, VC E:\h new\EXISTING TB ( LIVING ROOM & FAMILY) .slb Page 2 Span Data Slabs Units: L1, wL, wR (ft); t, Hmin (in) Span Loc L1 t wL wR Hmin ---- ---- -------- -------- -------- -------- -------- 1 Int 10.000 0.00 0.333 0.333 0.00 Ribs and Longitudinal Beams --------------------------- Units: b, h, Sp (in) . Ribs Beams _Span Span b h Sp b h Hmin ---- -------- -------- -------- -------- -------- -------- 1 0.00 0.00 0.00 8.00 12.00 7.50 Support Data Columns Units: cla, c2a, clb, c2b (in); Ha, Hb (ft) Supp cla c2a Ha clb c2b Hb Red% ---- -------- -------- -------- -------- -------- -------- ---- 1 0.00 0.00 0.000 8.00 8.00 12.000 0 2 0.00 0.00 0.000 8.00 8.00 12.000 0 Boundary Conditions ------------------- Units: Kz (kip/in); Kry (kip-in/rad) Supp Spring Kz Spring Kry Far End A Far End B ---- ------------ ------------ --------- --------- 1 0 0 Pinned Pinned 2 0 0 Pinned Pinned Load Data Load Cases and Combinations --------------------------- Case SELF Dead Live Type DEAD DEAD LIVE ---- -------- -------- -------- U1 1.400 1.400 0.000 U2 1.200 1.200 1.600 Line Loads Units: Wa, Wb (lb/ft), La, Lb (ft) Case/Patt Span Wa La Wb Lb --------- ---- ------------ ------------ ------------ ------------ SELF 1 100.00 0.000 100.00 10.000 Dead 1 235.00 0.000 235.00 10.000 Live 1 235.00 0.000 235.00 10.000 Live/Odd 1 235.00 0.000 235.00 10.000 Live/S1 1 235.00 0.000 235.00 10.000 Live/S2 1 235.00 0.000 235.00 10.000 Reinforcement Criteria Slabs and Ribs -------------- Top bars_ _Bottom bars_ Min Max Min Max ------- ------- ------- ------- Bar Size #5 #8 #5 #8 Bar spacing 1.00 18.00 1.00 18.00 in Reinf ratio 0.14 5.00 0.14 5.00 % Cover 2.50 +• ••+2.400• • • •in*. There is NOT more than 12 0*in of 4or%ptt; je]•'b vP.t:p bars. • •• • • • • ••• • Beams •• ••• •• • • • •• Top bars_ _Bottom bars_ Stirrups Min •Max•+• KV ••• Max +• • Min Max __t_J_- •___--_y Bar Size #5 •••#8 • !f" •• •#1•• * #3 #5 Bar spacing 1.00 }$i00 �• 1.00- • i8.00, • • •6.00 18.00 in Reinf ratio 0.35 5.00 0635' • 5.00 % • Cover 2.50 2.50 in Layer dist. 1.00 1.00 in No. of legs ••• • • • • ••• • • 2 6 Side cover • • • ••• • • • 1.50 in lst Stirrup • • + • • • • • • + 3.00 in There is NOT more than 120fif 4f coacrelte beiow top.bars. spBeam v3.11 ® StructurePoint 09-22-2015, 03:55:41 PM, 4 15 day trial license. Expires: Never. Locking Code: 4-283D9. User: Nicholas, VC E:\h new\EXISTING TB ( LIVING ROOM & FAMILY) .slb Page 3 (2) DESIGN RESULTS Top Reinforcement Units: Width (ft), Mmax (k-ft), Xmax (ft), As (in^2), Sp (in) Span Zone Width Mmax Xmax AsMin AsMax SpReq AsReq Bars ---- ------ -------- ---------- -------- -------- -------- -------- -------- ------- 1 Left 0.67 0.00 0.333 0.000 0.996 0.000 0.000 --- Middle 0.67 0.00 5.000 0.000 0.996 0.000 0.000 --- r Right 0.67 0.00 9.667 0.000 0.996 0.000 0.000 --- Top Bar Details Units: Length (ft) Left _Continuous Right Span Bars Length ---Bars Length Bars Length Bars Length Bars Length ---- ------- ------- ------- ------- ------- ------- ------- ------- ------- Bottom Reinforcement Units: Width (ft), Mmax (k-ft), Xmax (ft), As (in^2), Sp (in) Span Width Mmax Xmax AsMin AsMax SpReq AsReq Bars i ---- -------- ---------- -------- -------- -------- -------- -------- ------- f 1 0.67 9.72 5.000 0.257 0.996 2.576 0.245 2-#5 3 NOTES: *3 - Design governed by minimum reinforcement. Bottom Bar Details Units: Start (ft), Length (ft) Long Bars Short Bars Span Bars Start Length Bars Start Length ---- ------- ------- ------- ------- ------- ------- 1 2-#5 0.00 10.00 --- Flexural Capacity Units: x (ft), As (in^2), PhiMn (k-ft) Span x AsTop AsBot PhiMn- PhiMn+ ---- --------- ----- ----- ------------ ------------ 1 0.000 0.00 0.62 0.00 23.09 0.333 0.00 0.62 0.00 23.09 3.600 0.00 0.62 0.00 23.09 5.000 0.00 0.62 0.00 23.09 6.400 0.00 0.62 0.00 23.09 9.667 0.00 0.62 0.00 23.09 10.000 0.00 0.62 0.00 23.09 Longitudinal Beam Shear Reinforcement Required Units: d (in), Start, End,=Xu (ft), PhiVc, Vu (kip), Av/s (in^2/in) Span d PhiVc Start End Vu Xu Av/s ---- -------- -------- -------- -------- -------- -------- -------- 1 9.19 6.04 1.099 2.214 3.04 1.099 0.0067 2.214 3.328 2.17 2.214 0.0000 3.328 4.443 1.30 3.328 0.0000 4.443 5.557 0.43 5.557 0.0000 5.557 6.672 1.30 6.672 0.0000 6.672 7.786 2.17 7.786 0.0000 7.786 8.901 3.04 8.901 0.0067 Longitudinal Beam Shear Reinforcement Details Units: spacing & distance (ire)e. •.• , • • • c• Span Size Stirrups (2 legs jach unless otherwise noted) • •• • • • • t---- 1 #3 5 @ 4.3 + <-- 66.9•-'->•.+:5•J.*4.'3•• • • • Beam Shear Capacity Units: d, Sp (in), Start,•tad*Vu (ft% A%7c, �Ifi•Jni•Yu (kip), Av/S (in^2/in) Span =------d PhiVc ••S�arj , •�nd•• 'Avis • • Sp PhiVn ------Vu ------Xu ---- -------- ----1--,•------s-* ---�- -�--- -------- 1 9.19 6.04 •t!006 01583 • ----• .---- 26.96 3.89 0.000 0.583 2.214 0.0506 4.3 26.96 3.04 1.099 2.214 7.786 ----- ----- 3.02 2.17 7.786 74186• 91k 447• "405Q6 • 4.3 26.96 3.04 8.901 9.,91710:ODQ ----- 26.96 3.89 10.000 • • • • • • • • • • Slab Shear Capacity .i• :� •• • • • •• •• spBeam v3.11 © StructurePoint 09-22-2015, 03:55:41 PM 15 day trial license. Expires: Never. Locking Code: 4-283D9. User: Nicholas, VC E:\h new\EXISTING TB ( LIVING ROOM & FAMILY) .slb Page 4 Units: b, d (in), Xu (ft), PhiVc, Vu(kip) Span b d Vratio PhiVc Vu Yu ---- -------- -------- -------- ------------ ------------ ------------ 1 --- Not checked --- Deflections Section properties ------------------ Units: Ig, Icr, Ie (in^4), Mcr, Mmax (k-ft) Load Level Ie,avg Dead Dead+Live Span Dead Dead+Live Zone Ig Icr Mcr Mmax Ie Mmax Ie ---- ----------- ----------- ------ ----------- ----------- -------- --=----- ----------- -------- ----------- 1 1152 964 Middle 1152 279 6.57 4.19 1152 7.12 964 Maximum Instantaneous Deflections --------------------------------- Units: D (in) Span Ddead Dlive Dtotal ---- -------- -------- -------- 1 0.020 0.020 0.040 Maximum Long-term Deflections ----------------------------- Time dependant factor for sustained loads = 2.000 Units: D (in) Span Dsust Lambda Dcs Dcs+lu Dcs+1 Dtotal ---- -------- ------ -------- -------- -------- -------- 1 0.025 2.000 0.050 0.065 0.070 0.090 Material Takeoff Reinforcement in the Direction of Analysis ------------------------------------------ Top Bars: 0.0 lb <=> 0.00 lb/ft <=> 0.000 lb/ft^2 Bottom Bars: 20.9 lb <=> 2.09 lb/ft <=> 3.129 lb/ft^2 Stirrups: 7.8 lb <=> 0.78 lb/ft <=> 1.175 lb/ft^2 Total Steel: 28.7 lb <=> 2.87 lb/ft <=> 4.304 lb/ft^2 Concrete: 6.7 ft^3 <=> 0.67 ft^3/ft <=> 1.000 ft^3/ft^2 [3] COLUMN AXIAL FORCES AND MOMENTS Units: P (kip), M (k-ft) Case/Patt Joint Far Ends Supp Comb/Patt P[axial] P(spring] Mb[top] Ma[bottom] M(spring] Mb[bottom] Ma[top] ---- ---------- ------------ ------------ ------------ ------------ ------------ ------------ ------------ 1 SELF 0.50 0.00 0.00 0.00 0.00 -0.00 -0.00 Dead 1.17 0.00 0.00 0.00 0.00 -0.00 -0.00 Live/All 1.17 0.00 0.00 0.00 0.00 -0.00 -0.00 Live/Odd 1.17 0.00 0.00 0.00 0.00 -0.00 -0.00 Live/Even 0.00 0.00 0.00 0.00 0.00 -0.00 -0.00 Live/Sl 1.17 0.00 0.00 0.00 0.00 -0.00 -0.00 Live/S2 1.17 0.00 0.00 0.00 0.00 -0.00 -0.00 U1 2.34 0.00 0.00 0.00 0.00 0.00 0.00 U2/All 3.89 , 0.00 0.00 0.00 0.00 0.00 0.00 U2/Odd 3.89 0.00 0.00 0.00 0.00 0.00 0.00 U2/Even 2.01 0.00 0.00 0.00 0.00 0.00 0.00 U2/Sl 3.89 0.00 0.00 0.00 0.00 0.00 0.00 U2/S2 3.89 0.00 0.00 0.00 0.00 0.00 0.00 2 SELF 0.50 0.00 0.00 0.00 0.00 -0.00 -0.00 Dead 1.17 0.00 0.00 0.00 0.00 -0.00 -0•.00 Live/All. 1.17•• ••• •Oy00 • • • 0.00 0.00 0.00 -0.00 -0.00 Live/Odd l.lj • •0A002 • • • e.t0 0.00 0.00 -0.00 -0.00 Live/Even 0.0 • •� .d;OCC %: 40-00 0.00 0.00 -0.00 -0.00 Live/S1 1.1i • • 00l00D • • • 0.00 0.00 0.00 -0.00 -0.00 Live/S2 1.17• ••• 6!00 • • • ".00 0.00 0.00 -0.00 -0.00 Ul 2.34 0.00 0.00 0.00 0.00 0.00 0.00 U2/All 3.8.9 •�• •060(?•: ••0.0c 0.00 0.00 0.00 0.00 U2/Odd 30.8 • •0.00• �• 01)0.* 0.00 0.00 0.00 0.00 U2/Even 2. �• • t:OQ • • 00.4009 0.00 0.00 0.00 0.00 U2/S1 39." • 04#00• • O.Op 0.00 0.00 0.00 0.00 U2/S2 3.89 0.00 0.00 0.00 0.00 0.00 0.00 Sum SELF 1.00•• • •0.06 ••• • 0.00 0.00 0.00 0.00 0.00 Dead 2.35: : 0%: 0.000 0.00 0.00 0.00 0.00 Live/All 2.350 • • • Oe O0 • • 00.00 0.00 0.00 0.00 0.00 Live/Odd 2.A* i• •� 0.P6 :, :• 5:00 0.00 0.00 0.00 0.00 Live/Even 0.00 0.00 0.00 0.00 0.00 0.00 0.00 spBeam v3.11 © StructurePoint 09-22-2015, 03:55:41 PM 15 day trial license. Expires: Never. Locking Code: 4-283D9. User: Nicholas, VC E:\h new\EXISTING TB ( LIVING ROOM & FAMILY) .slb Page 5 Live/S1 2.35 0.00 0.00 0.00 0.00 0.00 0.00 Live/S2 2.35 0.00 0.00 0.00 0.00 0.00 0.00 Ul 4.69 0.00 0.00 0.00 0.00 0.00 0.00 U2/All 7.78 0.00 0.00 0.00 0.00 0.00 0.00 U2/Odd 7.78 0.00 0.00 0.00 0.00 0.00 0.00 U2/Even 4.02 0.00 0.00 0.00 0.00 0.00 0.00 U2/S1 7.78 0.00 0.00 0.00 0.00 0.00 0.00 U2/S2 7.78 0.00 0.00 0.00 0.00 0.00 0:00 G • •• • • • • ••• • • ••• • ••• •• • • •• • • • • • • • ••• • ••• • • • ••• • • • • ••• • • ••• • • • ••• • • PROJECT: 3 49 1 N C- 101 5T 51402�s - PAGE NO.: SUBJECT: cz E.c- V- I tj G DATE: DESIGNED BY: X-V I.Q- 7r.2 ..:,V-0.12, U le (ji M7)Lo tA V(rQ 10 el 0 0 FAH v L .1 T I h "D F kp ... . 42 5 utj jt7-t . : � . .......... 4 a Y, ...................... .......... .......... ................ .................. ............ .............7. ................ .. V rtk 1.4,1 rij k3 To v c-I k) NO 155711?-R-ORs . 0(- 100 L,(, f-T .............. 0 C A-T 10 AJ G Yl-E L A,-r.. 5 t IP- O'P-s Al2E P,&-QU/P-E-D 144T -T/4 501-TO A-4 V-9 IXJ'9,0 V�4,Ar- E 6 o * V LA-r to " 'PROJECT: —_ r O -( S go P,E s PAGE NO.: SUBJECT: _ CG!� ! h1�, Zt l s-j l �1 —� DATE: DESIGNED BY: R � Ivi �.......... . .. Q..:..:: � l t? ..._............ .... _:. ..:.. .. .... ..... ..Tr:.................:........ ........................... ............................:................_................................. .................:............... 5 .. .. :..... .... ........ : 4 r... .........:.... .. . :... :. ... .., ... ta G` ........._..... '. ._ ....... _.._._ ............. .... _... .... ..... K i'P:s- . ,t r • , f//� • •• . . . • • • (// 0 PROJECT: MIKV41 -skop-Es , PAGE NO.: SUBJECT: r'N C, Ell I X611NC" -VZ DATE: DESIGNED BY: .. ......... ............. ........ .......... ..... . ... ... ........... ............ .......... ........... ,-? ............ .... ..... ........... ..... ........... ................................ . ...... ........... .......... ........ .......... ... .. ... ...... ............ ................................................ . . . . . . . . . . ... . ........... ................ ...... . . . . . . ................ ........ ........ ......... F1 1:2;4�e4:Qt ........ ....... .. .. ... ... ul b- ............ ... ... ........ ........ ............... .. ...... .. .7 .............. ........... P . ....... obirb IA . . . .....E�..0 4�7.r. -T m .......... ........... .......... .........: ............ A-T........ ................. ...... -............. .............. ..................... . :............. ......... ... .......................7 .......... ............... ........... .................. ........ ---- - ............ ........... ............ V.................. ........... ........... ...... ...... .. .... .... .. ......... ............................. ............... ...... ...... .. ........... ... ............ ........... ................... ...................... .. ........ .. ......... ... ... .. .. 0* 000 00 0 0 0 0 0 0*0 go spBeam v3.11 © StructurePoint 09-22-2015, 03:51:33 PM Irl' 15 day trial license. Expires: Never. Locking Code: 4-283D9. User: Nicholas, VC E:\h new\EXISTING TB ( LIVING ROOM & FAMILY) .slb Page 1 000000 00 00 00000 000000 00 00 00000 00000 0 0000000000 00 0 00 00 00 00 00 00 0 00 00 00 00 00 00 00 0000000 00 00 000000 00 00 00 00000 00 00 00 00 00 00 00 00 00 00 00 00 000000 00 00 00000 00 00 00 00 00 0 00 00 00 00 00 0 00 00 00 00 00 00000 00 0000000 00000 00000 0 00 00 00 (TM) spBeam v3.11 (TM) A Computer Program for Analysis, Design, and Investigation of Reinforced Concrete Beams and One-way Slab Systems Copyright ® 1992-2009, STRUCTUREPOINT, LLC All rights reserved Licensee stated above acknowledges that STRUCTUREPOINT (SP) is not and cannot be responsible for either the accuracy or adequacy of the material supplied as input for processing by the spBeam computer program. Furthermore, STRUCTUREPOINT neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the spBeam program. Although STRUCTUREPOINT has endeavored to produce spBeam error free the program is not and cannot be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensee's. Accordingly, STRUCTUREPOINT disclaims all responsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of the spBeam program. [1] INPUT ECHO i General Information File name E:\h new\EXISTING TB ( LIVING ROOM & FAMILY) .slb Project: 361 NE 101 ST MIAMI SHORES Frame: EXISTING TB ( LIVING ROOM & FAMILY) Engineer: Code: ACI 318-08 Reinforcement Database: ASTM A615 Mode: Design Number of supports = 2 Floor System: One-Way/Beam Live load pattern ratio = 100% Deflections are based on cracked section properties. In negative moment regions, Ig and Mcr DO NOT include flange/slab contribution (if available) Long-term deflections are calculated for load duration of 60 months. 25% of live load is sustained. Compression reinforcement calculations NOT selected. iDefault incremental rebar design selected. Moment redistribution NOT selected. Effective flange width calculations NOT selected. Rigid beam-column joint NOT selected. Torsion analysis and design NOT selected. Material Properties Slabs(Beams Columns ------------ ------------ wc = 150 150 lb/-Pt3 f'c 3 3 ksi Ec = 3320.6 3320.6 ksi fr = 0.41079 0.41079 ksi •• ••• • • • • • •. • • • • • • fy = 60 ksi, Bars are not Doxy-pbatec; • • ••• • fyt = 60 ksi • • • • • • • • • Es = 29000 ksi •• ••• '• • • • •• Reinforcement Database Units: Db (in), Ab (in^2), Wb (lb/ft)i • i i • •• i• i i f Size Db Ab Wb Size: ab •� :A]& • � i W4b• ---- -------- -------- -------- #3 0.38 0.11 0.38 #4 0.50 0.20 0.67 #5 0.63 0.31 1.04 #6 0.75 0.44 1.50 #7 0.88 0.60 2.04 48 ••• 1.00 • • 00.79• • 2.(r7 #9 1.13 1.00 3.40 #10 : r.27 •;.2-ro 4.3-0 #11 1.41 1.56 5.31 #14 • 2.99 • • ?x.29' • 1 #18 2.26 4.00 13.60 • '• '• •• • •• 45 ••• • • ••• 0 0 spBeam v3.11 © StructurePoint 09-22-2015, 03:51:33 PM Z� 15 day trial license. Expires: Never. Locking Code: 4-283D9. User: Nicholas, VC E:\h new\EXISTING TB ( LIVING ROOM & FAMILY) .slb Page 2 Span Data Slabs Units: Ll, wL, wR (ft); t, Hmin (in) Span Loc Ll t wL wR Hmin ---- ---- -------- -------- -------- -------- -------- 1 Int 12.330 0.00 0.333 0.333 0.00 Ribs and Longitudinal Beams --------------------------- Units: b, h, Sp (in) J1 Ribs Beams _Span_ Span b h Sp b h Hmin ---- -------- -------- -------- -------- -------- -------- 1 0.00 0.00 0.00 8.00 12.00 9.25 Support Data Columns Units: cla, c2a, clb, c2b (in); Ha, Hb (ft) . Supp cla c2a Ha clb c2b Hb Red% ---- -------- -------- -------- -------- -------- -------- ---- 1 0.00 0.00 0.000 8.00 8.00 12.000 0 2 0.00 0.00 0.000 8.00 8.00 12.000 0 Boundary Conditions ------------------- Units: Kz (kip/in); Kry (kip-in/rad) Supp Spring Kz Spring Kry Far End A Far End B ---- ------------ ------------ --------- --------- 1 0 0 Pinned Pinned 2 0 0 Pinned Pinned Load Data Load Cases and Combinations --------------------------- Case SELF Dead Live Type DEAD DEAD LIVE ---- -------- -------- -------- U1 1.400 1.400 0.000 U2 1.200 1.200 1.600 Line Loads Units: Wa, Wb (lb/ft), La, Lb (ft) Case/Patt Span Wa La Wb Lb --------- ---- ------------ ------------ ------------ ------------ SELF 1 100.00 0.000 100.00 12.330 Dead 1 425.00 0.000 425.00 12.330 Live 1 425.00 0.000 425.00 12.330 Live/Odd 1 425.00 0.000 425.00 12.330 Live/Sl 1 425.00 0.000 425.00 12.330 Live/S2 1 425.00 0.000 425.00 12.330 Reinforcement Criteria Slabs and Ribs -------------- Top bars_ _Bottom bars_ Min Max Min Max Bar Size #5 -----08 8- ----#5-- ---#8 Bar spacing 1.00 18.00 1.00 18.00 in Reinf ratio 0.14, 5.00 0.14 5.00 % Cover 2.50 2.00 •• • • •l� • • • •• There is NOT more than 12 in of concrote beZow•tvp Vatsf • • Beams • •' ' ' • ' •" Top bars _Bottom bars_ Stirrups ----Min ----Max --_-Mi-0 �"Max • Min •• I�ax Bar Size #5 #8 • • • • • - •---• �- 5 • #8 • • #3 •• • Bar spacing 1.00 18.00 1.00' s�.00 •; ; 6.d0 : :1S.GO in Reinf ratio 0.35 5.00 0.35.• 05.00 �•• • • • Cover 2.50 2.50 in Layer dist. 1.00 1.00 in No. of legs ••• • • • • ••� • • 6 Side cover • • • • • • • 1st Stirrup • • • ••• 1'�0 • • in • • • • • 3,400 • • • in There is NOT more than 12 in of concrejj.bA•1bw•:oPj1ars*,* ;• �: spBeam v3.11 C StructurePoint 09-22-2015, 03:51:33 PM 2' 15 day trial license. Expires: Never. Locking Code: 4-283D9. User: Nicholas, VC E:\h new\EXISTING TB ( LIVING ROOM & FAMILY) .slb Page 3 [23 DESIGN RESULTS Top Reinforcement Units: Width (ft), Mmax (k-ft), Xmax (ft), As (in^2), Sp (in) Span Zone ---Width ------Mmax Xmax AsMin AsMax SpReq AsReq Bars -------- -------- -------- -------- -------- 1 Left 0.67 0.00 0.333 0.000 0.996 0.000 0.000 -- Middle 0.67 0.00 6.165 0.000 0.996 0.000 0.000 -- Right 0.67 0.00 11.997 0.000 0.996 0.000 0.000 --- Top Bar Details Units: Length (ft) w Left _Continuous Right Span Bars Length Bars Length Bars Length Bars Length Bars Length ----- ------- ------- ------- ------- ------- ------- ------- ------- 1 --- --- --- Bottom Reinforcement Units: Width (ft), Mmax (k-ft), Xmax (ft), As (in^2), Sp (in) Span Width ------Mmax ----Xmax AsMin AsMax SpReq AsReq Bars -------- -------- -------- -------- 1 0.67 24.88 6.041 0.255 0.989 2.487 0.681 2-#6 Bottom Bar Details Units: Start (ft), Length (ft) Long Bars Short Bars Span Bars Start Length Bars Start Length ---- ------- ------- ------- ------- ------- ------- 1 2-#6 0.00 12.33 --- Flexural Capacity Units: x (ft), As (in^2), PhiMn (k-ft) Span x AsTop AsBot PhiMn- PhiMn+ ---- --------- ----- ----- ------------ ------------ 1 0.000 0.00 0.88 0.00 31.01 0.333 0.00 0.88 0.00 31.01 4.415 0.00 0.88 0.00 31.01 6.165 0.00 0.88 0.00 31.01 7.914 0.00 0.88 0.00 31.01 11.997 0.00 0.88 0.00 31.01 12.330 0.00 0.88 0.00 31.01 Longitudinal Beam Shear Reinforcement Required Units: d (in), Start, End, Xu (ft), PhiVc, Vu (kip), Av/s (in^2/in) Span d PhiVc Start -----End Vu Xu Av/s ---- -------- -------- -------- -------- -------- -------- 4 1 9.13 6.00 1.094 2.543 6.64 1.094 0.0067 2.543 3.992 4.75 2.543 0.0067 3.992 5.441 2.85 3.992 0.0000 5.441 6.889 0.95 6.889 0.0000 6.889 8.338 2.85 8.338 0.0000 8.338 9.787 4.75 9.787 0.0067 9.787 11.236 6.64 11.236 0.0067 Longitudinal Beam Shear Reinforcement Details Units: spacing & distance (in) Span Size Stirrups (2 legs each unless otherwise noted) ---- ---- --------------------------------------------- 1 #3 10 @ 4.3 + <-- 52.2 --> + 10 Q`�.3••i i i •�• i i ••• Beam Shear Capacity • • • • • • • • • =------------------ Units: d, Sp (in), Start, End, Xu (ft), PhiVc, Phivn, Vu (kip), Av/s (in^2/in) Span -------d Phivc Start End Av/s SP Phijn Vu Xu ---- -------- ---- ----- -0- .iaa---- ••• •• -------- -------- -------- 1 9.13 6.00 0.000 0.:8! •----.• �.--- :•J6:91 8.08 0.000 0.583 3.9 ' r'0311 ••i • 4.3• • R60980 6.64 1.094 3.992 8.13& •----.••' _a_-- • 3.d'0 2.85 8.338 8.338 11.747 0.0511 i 4.3 26.98 6.64 11.236 - 11.747 12.330 ----- ---- 26.98 8.08 12.330 .Slab Shear Capacity �:• : : + •:• • Units: b, d (in), Xu (ft), PhiVc, Vu(kipj*� �' '� 4 •�� ' '� Span b d Vratio PhiVc Vu Xu I spBeam v3.11 © StructurePoint z z 09-22-2015, 03:51:33 PM 15 day trial license. Expires: Never. Locking Code: 4-283D9. User: Nicholas, VC E:\h new\EXISTING TB ( LIVING ROOM & FAMILY) .slb Page 4 ------- ------------ ------- ------------ 1 --- Not checked --- Deflections Section properties ------------------ Units: Ig, Icr, Ie (in^4), Mcr, Mmax (k-ft) Load Level Ie,avg. Dead Dead+Live Span Dead Dead+Live Zone Ig Icr Mcr Mmax Ie Mmax Ie ---- ----------- ------ ----------- ----------- ------ ----------- ---------- 1 584 395 Middle 1152 357 6.57 9.97 584 18.05 395 Maximum Instantaneous Deflections --------------------------------- Units: D (in) Span Ddead Dlive Dtotal 1 0.141 0.236 0.376 Maximum Long-term Deflections ----------------------------- Time dependant factor for sustained loads =,2.000 Units: D (in) Span Dsust Lambda Dcs Dcs+lu Dcs+l Dtotal ---- -------- ------ -------- -------- -------- -------- 1 0.199 2.000 0.399 0.576 0.635 0.775 Material Takeoff Reinforcement in the Direction of Analysis ------------------------------------------ Top Bars: 0.0 lb <=> 0.00 lb/ft <=> 0.000 lb/ft^2 Bottom Bars: 37.0 lb <=> 3.00 lb/ft <=> 4.506 lb/ft^2 Stirrups: 15.7 lb <=> 1.27 lb/ft <=> 1.906 lb/ft^2 Total Steel: 52.7 lb <=> 4.27 lb/ft <_> 6.412 lb/ft^2 Concrete: 8.2 ft^3 <=> 0.67 ft^3/ft <=> 1.000 ft^3/ft^2 (3) COLUMN AXIAL FORCES AND MOMENTS Units: P (kip), M (k-ft) ---- Case/Patt Joint Far Ends Supp Comb/Patt P[axial] P[spring] ---__Mb[top] Ma[bottom] _--M[spring] Mb(bottom] Ma[top] ------------ ------------ ------------ -- ------------ 1 SELF 0.62 0.00 0.00 0.00 0.00 -0.00 -0.00 Dead 2.62 0.00 0.00 0.00 0.00 -0.00 -0.00 Live/All 2.62 0.00 0.00 0.00 0.00 -0.00 -0.00 Live/Odd 2.62 0.00 0.00 0.00 0.00 -0.00 -0.00 Live/Even 0.00 0.00 0.00 0.00 0.00 -0.00 -0.00 Live/S1 2.62 0.00 0.00 0.00 0.00 -0.00 -0.00 Live/S2 2.62 0.00 0.00 0.00 0.00 -0.00 -0.00 U1 4.53 0.00 0.00 0.00 0.00 0.00 0.00 U2/All 8.08 0.00 0.00 0.00 0.00 0.00 0.00 U2/Odd 8.08 0.00 0.00 0.00 0.00 0.00 0.00 U2/Even 3.86 0.00 0.00 0.00 0.00 0.00 0.00 U2/Sl 8.08 0.00 0.00 0.00 0.00 0.00 0.00 U2/S2 8.08, 0.00 0.00 0.00 0.00 0.00 0.00 2 SELF 0.62 0.00 0.00 0.00 0.00 --0.00, -0.00 Dead 2.62 0.00 0.00 0.00 0.00 -0.00 -0.00 Live/All 2.62 0.00 0.00 0.00 0.00 -0.00 -0.00 Live/Odd 2.62 0.00 0.00 0.00 0.00 -0.00 -0.00 Live/Even 0.00 0.00 . ••• • 0.00. • • %ROO 0.00 -0.00 -0.00 Live/Sl 2.62 0.090 : • O-tOQ : : : :0.00 0.00 -0.00 -0.00 Live/S2 2.62 0.0% .. .b•0 • •.• 0.00 0.00 -0.00 -0.00 Ul 4.53 0.0 so* 0.00 6 o 0.00 0.00 0.00 0.00 U2/All 8.08 0.00 0.00 0.00 0.00 0.00 0.00 U2/Odd 8.08 0.00 0.00o.0.0 0.00 0.00 0.00 U2/Even 3.88 OrOQ •�� '%OC4 . •• O.QO• 0.00 0.00 0.00 U2/Sl 8.08 0k00 • • O • •• 0• U2/S2 8.08 D.ta • • $i Q • • 40 40 • 0.00 0.00 0.00 .. .00 o.vo• 0.00 0.00 0.00 ... . ... . . . Sum SELF 1.23 0.00 0.00 0.00 0.00 0.00 0.00 Dead 5.24 0.00 0.00 0.00 0.00 0.00 0.00 Live/All 5.24 0.04•• • 00.4006 ••• • 0.;0 0.00 0.00 0.00 Live/Odd 5.24 0.001 : :0U.* ; : 0.60 0.00 0.00 0.00 Live/Even 0.00 0.00• • 4 •o.@Do• • • U Live/S1 5.24 0.0 ;. ;• *so .;. ;• •�0 0.00 0.00 0.00 4 0.80 0.00 0.00 0.00 Live/S2 5.24 0.00 0.00 0.00 0.00 0.00 0.00 spBgam v3.11 © StructurePoint 09-22-2015, 03:51:33 PM Z'S 15 day trial license. Expires: Never. Locking Code: 4-283D9. User: Nicholas, VC E:\h new\EXISTING TB ( LIVING ROOM & FAMILY) .slb Page 5 Ul 9.06 0.00 0.00 0.00 0.00 0.00 0.00 U2/All 16.15 0.00 0.00 0.00 0.00 0.00 0.00 U2/Odd 16.15 0.00 0.00 0.00 0.00 0.00 0.00 U2/Even 7.77 0.00 0.00 0.00 0.00 0.00 0.00 U2/S1 16.15 0.00 0.00 0.00 0.00 0.00 0.00 U2/S2 16.15 0.00 0.00 0.00 0.00 0.00 0.00 • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• •• • • •• • • • • • • • Or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PROJECT: (o ST IA I b,,Al 544,012 a S PAGE NO.: SUBJECT: Q-T DATE: DESIGNED. BY: ............ ....... .... .. .................. ........... ........ . . . ...... ....... . ..................... ........... .............. .............................. . ................... ............... .............. .............. .......... .. .......... z a .......... ........... ........... ........... ........... .......... ... a ........ .............. ............ ........ ..... ........................................ .... ..... ............ q ........................ .............. .......... . . . ............ ....... ... ......... ... ...... .. ............... X. IOTA( ....................... ................. —7 '7 .............. ................. t.......... ....... . ........ Y, iso p m . . . ........ ....... ... ................. w.......... ........... .......... ........... ..............M.. ............ - - - - - - - .................. ............ ...... ............ ................. ... ........ ........... . . . L........ .... ...... . ......... ............ ........... A ........... ....................................... .......... w....... ...... .......... ........... ...... ....... . ......... ............... T"v ........ ...... 0-0"N5 F 1. jl� ....... --- .... ......... .. ...... ..... BOTT- EA ..... . ... ...... ........... ... 0 Ve 00 .. ... ... ... 0:6, FORM R405=2014 RESIDENTIAL. ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative(Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include WThis checklist oea M A Form R405 report that documents that the Proposed Design complies with Sec R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report(1 page)and an input summary checklist that can be used for field venfication(usually 4 pages/may be greater). Energy Performance Level(EPL)Display Card(one page) 01 Mandatory Requirements(three pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist(Table R402.4.l.1 - / one page) C� A completed Envelope Leakage Test Report(usually one page) Lf if Form 8405 duct leakage type indicates anything other than "default leakage" then a completed Form R405 Duct Leakage Test Report(usually one page) EnergyGauge®-USRCSB A.0 8/21/2015 6:20:02 PM F " t FORM R4b5-2014 FLORIDA ENERGY EFFICIENCY CODE,FOR BUILDING CONSTRUCTION Florida Department of Business and.Professional Regulation - Residential Performance,Method Project Name: Interior and Exterior Remodeling at 361 Builder Name: Street: 1 361 NE 101 St Permit office: City,State,Zip: Miami Stores,FL,33138 Permit Number. m Owner. Jurisdiction: 231000 Design Location: FL.Miami 1. New construction or existing Existing(Projecle 9. Watt Types(2026.5 sgft.) Insulation, Area 2 Single family or multiple family Single-family a.Concrete Block-int Insul,Exterior R=4.1 ' 2026.50 IF b.NIA ` R= fl? 3. Nurnber of units,if multiple family 1 c NIA R= fl? 4. Number of Bedrooms 3 d.NIA W, fe 10.Ceiling Types (1730.6 sgft.) Insulation Area this a worstcase? No Con a.Under Attic(Vented) 11=30-0i 1fi72.00 ft= 6. C ditioned floor area above grade(ft=) 1672 b.Knee Wall(Vented) R=30.0 58163 fec,NfA r fF Conditioned floor area below,grade(ftO)- 0 11 Ducts R R 7. Windows(415.1 sgft.) Description Area a.Sup:Attic,Ret'Living Kitchen Bed3,AH:Living 6 215`. b.Sup: Attic.Ret:Master BedFamily,a.'U=Factor. Dol,U�.65 �415.151F ly,AH:Master B 6 250 SHGC: SHGC=0.30 b.�U-Factor. r NIX f 12.Cooling systems kBtuthr Efficiency, SHGC: a.Central Unit 24.0 CEER16.00 b.Central Unit 24.e `gVfL16.00 •.• c.,U-Factor NIA ftz • • • I SHGC: 13.Heating systems • kBWft* .bffidency •••i• d.,U-Factor. NIA, ft= a.Electdc'Strip'Heat . 24V COP-1.00r „SHGC: b.Electric Strip Heat •••••• 24.6,*COP:1.fl0;••••i Area Weighted Average Overhang Depth:., 4.743 ft •••• •• • r m • . • Area Weighted Average SHGC: + 0.300 • •• •0:00 a.Electric Tanktess *0000: Cap:4 gallons.•:••• 8. Floor Types (1672.0 sgft) m Insulation Area • • •. s ..•.. • a.,Siab-On-Grade Edge Insulation R=0.0 1672.00 fe b. Conservation features 0 0 0 0.. `° • ,b.NIA R" IF None . . . • c.NIA Rzi f12 15.Credits. .• :•••:• Pstat••••• .. 0000 GiasstFtoorArea: 0.24$". Total Proposed Modified Loads: 75.90 PA Total Baseline Loads: 82.29 SS 1 hereby certify that the pians and specifications covered by Review of the plans and V-f%E ST, . this calcutation are in compliance with the Florida Energy specifications coveredby this 1•q - 6¢ Cade. calculation indicates`compliance ' with the Florida Energy Code. f• ,.$ _ �� { PREPARED BY: __ ___.__.._.____ Before constriction is completed DATE: �� -. ___._-.__.___<-___-- this building will be inspected for + compliance with Section 553.908 , ¢. I hereby certify that this building;as designed,is in compliance Florida Statutes., with the Florida Energy od Cpm WE OWNER/AGENT:%'; *"-'---- _-____�- BUILDING OFFICIAL: DATE: p�tir� l tf DATE: - Compliance,requires certification by the air handier unit manufacturer that the air handier enclosure qualifiers as'., certified factory-sealed in accordance with(2403:2.2.1. -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. y s y t. • F k 872112015 6:20 PM EnetgyGaugeO USA-RaRes2014 Section 11405.4.1'Compiiaint Software' Page 1 of 5 y- i r t FORM R405-2014 PROJECT Tile: Interor and Exterior Remodeli Bedrooms: 3 Address Type: Street Address Buffing Type: User Conditioned Area: 1672 Lot# owner. Total Stories: 1 BlockJSubDivision: #of Units: 7 Worst Case: No PtatBook: i Builder'Name: Rotate Angle: 0 Street 361 NE 101 St Permit office: Cross Ventilation: County: Miami-Dade Jurisdiction: 231000 Whole House Fan: City,State,Zip: Miami Shores. Family Type:. Single-family FL, 33138 NewJExisting: Existing(Pro1ected). Comment # CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site, Zone 97.5% 2.5% Winter Summer Degree Days) Moisture Range - --^ FL,Miarni`--- -- FL_MIAMI_INTL_AP a^- 1 51 90 70 75 149.5 56 LOW BLOCKS Number Name. Area Vokune 1 Blodcl 801 6808.5 2 Block2 871" 7403.5 •••• SPACES Number Name Area Volume Kitchen occupants Bedrooms Infil 1 • Ftnrshed Cooled Heated 1 Living Kitchen Bed3801 6808.5 Yes 4 1 1 •••••Yes •• Tits Yes • 2 Master Bed Family 871, 7403.5 No 4 2 1 •••,•Yes ,.. Yes FLOORS .. # Floor Type. Space Perimeter Perimeter R-Value Area Joist 4-Value• i-" 400d •Carpet• 1 Slab-On-Grade Edge Insuiatio Living Kitchen Be 140 ft 0 801 ftZ .' 1 ...0 :1�•• 2 Slab-0n-Grade Edge lnseiatio Master Bed FamiU 71.33 ft 0 871 tl 1 0 0 ROOF Roof_ Gable Roof iSolar 'SA. Emitt Emitt Deck Pitch \/ # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Barrel tile 1811 ft= 0 fe° Medium 0.75 No 0.9` No 0 22.6 ATTIC f l Vl # Type Ventilation Vent Ratio('I in) Area RBS 1RCC - ...__............. ..._.._....-...._.- 1 Full attic Vented 300 1672 ft= N N a E 8129120156:20 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 ' r FORM R405-2014 i CEILING # Ceiling TypeSpace _ 11-value Area Framing Frac _ Truss Type �1 -Under Attic(Vented) Living Kitchen Be 30 ------- 801 ftp -_- 0.11 Wood 2 Under Attic(Vented) Master Bed Famii 30 871 ft2 0.11 Wood 3 Knee Wall(Vented) Living Kitchen Be 30 58.63 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space _R YatueR In Fl in Area -ltatue.�radion. 9 _.1 S Exterior Concrete Block-Int Insuring Kitchen 4.0999 12 6 8 6 106.3 ft2 0 0.75 0 v ,2 E Exterior Concrete Block-Int lnd&ing Kitchen 4.0999 13 1 8 6 111.2 ft2 0 0.75 0 ✓F 3. S Exterior Concrete Block-tat Insuring Kitchen 4.0999 13 2 8 6 111.9 ft2 0 0.75 0 ►� 4 W Exterior Concrete Block-Int 1nA*ing Kitchen 4.0999 42 1 8 6 357.7 ft2 0 0.75 0 5 N Exterior Concrete Block-Int lnsWng Kitchen 4.0999 11 7 8 6 98.5 ft2 0 0.75 0 cl 6 S Exterior Concrete Block-int Insbtaster Bed F 4.0999 12 6 8 6 106.3 ft2 0. 0.75 0 1 7 W Exterior Concrete Block-IntInsMaster Bed F 4.0999 13 1 8 6 111.2 ft2 0 0.75 0 8 E Exterior Concrete Block-Int InsMaster Bed F 4.0999 55 7 8 6 472.5 ft2 0 0.75 0 -79 N Exterior Concrete Block-Int InsMaster tied F 4.0999 14 4 8 6 121.8 ft2 0 0.75 0 10 W Exterior Concrete Block-Int InsMaster Bed F 4.0999 13 6 8 6 114.8 ft2 4 0.75 0 `11 S Exterior Concrete Block-Int insuring Kitchen 4.0999 13 2 4 6 59.3 ft? 0.0.0 0.75 0 d 12 N Exterior. Concrete Block-Int Insuring Kitchen 4.0999 13 2 4 6 59.3 fe 0•••• 0.75 ••••f• . '13 NW Exterior Concrete Block-Int Insuring Kitchen 4.0999 6 8 2 10 18.9 ft2 •• • 090.0.0.75 • •0 a 14 NE Exterior Concrete Block-Int insuring Kitchen 4.0999 6 8 2 10 18.9 ft •• 0 0.75 0. .15 SE Exterior Concrete Block-Int insuring Kitchen 4.0999 6 8 2 10 18.9 ft2 •••• 9• • 0.75 • 0• • . . . . _16 SW Exterior Concrete Block-Int lnsk*Ang Kitchen 4.0999 6 8 2 10 18.9 fe "" 0 ' 0.75 0*:•8. V 17 N Exterior Concrete Block-Int InsMaster Sed F 4.0999 14 2 8 6 120.4 ft2 ...... 0. • 60.75 ••••Q • WINDOWS . . . . ...... Orientation shown is the entered,Proposed orientation. •••••• Wall Overhang. i • •.• i•••• V # Ornt ID Frame PanesNFRC U-Factor SHGC Area Depth Separsriion ink a Screening T✓- 1 S 1 Metal Double('tinted) Yes 0.65 0.3 18.3 ft2 1 ft 6 in 1 ft 8 in Drapestblinds None 2 E 2 Metal Double(Tinted) 'Yes 0.65 0.3 18.3 ft 13 ft 2 in 1,ft tin Drapes/blinds None 3 S 3 Metal Double(Tinted) Yes 0.65 0.3 48.0 ft2 13 ft 7 in 1 ft 4 in Drapeslblinds None s/ 4 S 3 Metal Doubie.(Tnted) Yes 0.65 0.3 23.8 fe 13 ft 7 in •1 ft 0 in Drapeslbfinds None 5 W 4 Metal DoubW(Tinted)- Yes 0.65 0.3 18.3 fl? 1 ft`6 in 1 ft 8 in Drapes/blinds None 6 W 4 Metal Double(Tinted) Yes 0.65 0.3 8.0 ft2 1 ft 6 in 1 ft S in Drapes/blinds None 7 W 4_ Metal Double(Tinted) Yes 0.65 0.3 19.7 W 1 ft 6 in 1 fit 8 in Drapes/blinds None 8 N 5 Metal Double(Tinted) Yes 0.65 0.3 33.3 ft2 1 ft 6 in 1 it 8 in Drapes/blinds None 9 N 17 Metal Double(Tinted) Yes 0.65 0.3 80.0 fe 1 ft 6 in 1 ft 8 in Drapeslbiinds None 10 S 6 Metal double(Tinted) Yes 0.65 0.3 18.3 ft2 1 ft 6 in 1 ft 8 in Drapes/blinds None 11 W 7 Metal Double(Tinted) Yes 0.65 0.3 18.3 ft2 13 ft 2 in 1 ft 8 in Drapes/blinds None 12 E 8 Metal Double(Tinted) Yes 0.65 0.3 66.7 ft2 2 ft 6 in 1 ft 8 in Drapes/blinds None 13 E 8 Metal Double(Tinted) Yes 0.65 0.3- 3.9 fe 2 ft 6 in' 1 ft 8 in Drapes/blinds None 14 N 9 Metal Double(Tinted) Yes 0.65 0.3 20.0 ft2 1 ft 6 in 1 ft 8 in Drapes/blinds None ✓ 15 S 11 Metal Double(tented) Yes 0.65 6.3 10.0 f12 0 ft 6 in 2 ft 6 in Drapeslblinds None _1// 16 N 12 Metal Double(Tinted) Yes 0.65 0.3 10.0 ft2 0 ft'6 in 2 ft 6 in Drapes/blinds None 8/21/2015'6:20 PM EnergyGaugeO USA-F€aRes2014 Section 8405.4.1 Compliant Software Page 3 of 5 i FORM R405-2014 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH`50 1 Wholetiouse Proposed CFM(50) _000011 50 2.74 5.16 .0079 .2111 HEATING SYSTEM # 'System Type SubtypeEfficiency Capacity Block Ducts — ..- ` 1 Electric Strip Heat None COPA 24.55 kBtuthr 1 sys#1 rl 2 Electric Strip Heat None COPA 24.55 kBtu/hr 2 sys#2 COOLING SYSTEM # System Type Subtype _Efficiency Capacity Air Flow SHR Block Duds 1� Central Unit Split SEER 16 24 kBtuthr 720 cfm 0.75 1 sys#1 2 Central Unit Norte SEER 16 24 kBtui'hr 720 cfrn 0.75 2 sys#2 { i HOT WATER SYSTEM # System Type SubType Location EF Capes Use SetPnt Conservation - 1Electric Tankless ~LivingKitchen hen OdS '- 1 gat 60 gal 120 deg -None r SOLAR HOT WATER SYSTEM FSEC Cogedor• Std rag:•. •• Cert # Company Name System Model# Collector Model# %rea•• Voleme• FEF•••• ••s r._._..._........ _-- IF w None None . .. .. DUCTS ...... .. ..:..• / —Supply— —Return— Air CFM 25..q1.�65 � HVAC•# V # Location R Value Area Location Area Leakage Type Handler TOT : 'Oq OV W Hegaj.a9l V 1 Attic 6 215 ftz Living Kitchen41.8 ft= Default Leakage Living K'rtcr (DefaulQ (D#1bWtt) ' !...J: 2 Attic 6 250 fP . Master Bed F 41.8 ft° Default Leakage Master Bed (Default)•(Default) '..' 2 2• a TEMPERATURES Pr'ogramable Thermostat:Y Ceiling Fans- cooli n Feb W Mar. W Apr I IM u g ri Jul A DO Oct Nov I Dec Oct Nov Dec 9 an t i Feb .Mar Mar pr Maay ug y Jun Jul Auu9 Se Oct ?C Nov Dec a i i c 8/21/2015 6:20 PM EnergyGauges USA-FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 / ^ , ^ ' == ~ = ° / ' | | ' ' ~ � ^ ' ~ W1m015 6:20 PM EhergyGaugeO USA'FlaR*s2m14Section F4Vm.4'1Compliant Software Page upfs FORM R405-2014 ENERGY PERFORMANCE 'LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 92 The lower the EnergyPerformance Index,the more efficient the home. 361 NE 101 St, Miami Shores, FL, 33138 1. New construction or existing Existing(Projecte 9. Wall Types Insulation Area 2_ Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=4.1 2026.50 fe b.NIA R= fl? 3. Number of units,if multiple family 1 e.N/A R= ftp 4. Number of Bedrooms 3 d.NIA R= fe 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.tinder Attic(Vented) R=30.0 1672.00 ftp 6. Conditioned floor area(ft) 1672 b.Knee Wall(Vented) 8=30.0 58.63 fN 7. Windows- Description Area c.WA R= f a. U-Factor. Dbl,(1=0.65 415.15 W a.11.Ducts R fly SHGC: SHGC--0.30 b.SupAttic,: At ic,Ret :Master� 2 Bed Fa AM:Mastery B 6 250 b_i U-Factor. NIA fe SHGC: 12.Cooling systems kBtu/tr Efficiency c.-U-Factor. N/A IF a.Central Unit• 24.00 SEE{t:16.00 SHGC. b.Central unit • • 241.SEM-16.00,.•.•• d.t U-Factor. NIA fe • • • • SHGC: 13.Heating systems ...... k8tu/h r.4rciency•••+: Area Weighted Avera Overhang Depth: 4.743 ft. a.Electric Strip Heat + 24.6 COPA.00 � 9� � �' b.Electric Strip Heat •••••• 24.6'.COP:1.OtL••••i Area Weighted Average SHGC: 0.300 •••• ••• • • • • • • • 8. Floor Types Insulation Area 14.Hot water systems ••s• •• 60006 a.Slab-On-Grade Edge Insulation R=0.0 1672.00 fta.Electric ••0•• •�p:•i gallong•:..• b.N/A R= ft •• •• •• J!F:0.99....• c.N/A R= ftp b. Conservation features :00:0: 0 •• None . • • • •••••• ••••.• Pstat 15,Credits • • • 06 0 0 Goo •• • I certify that this home has complied with the Florida Energy Efficiency Code for Building JO s Construction through the above energy saving features which will be installed(or exceeded) ,4 4 �� in this home before final inspection. Otherwise,a new EPL Display Card will be completed ` 2 based on installed Code compliant features. ae Builder Signature: Date: ' Address of New Home: City/FL Zip: �4'C ____._...._..._.......:....:......._........__-____ ____ ._......___..._....._._._._._....._.._ onwlE"�` *Note: This is not a Building Energy Rating. If your Index is below 70,your home may qualify for energy efficient mortgage(EEM)incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge-web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation,"contact the Florida Building Commission's support staff. i ,Label required by Section 8303.1.3 of the Florida Building Code,,Energy Conservation, if not DEFAULT. r `8121/2015 6:20 PM EnergyGauge USA-FlaRes2014 Section R405.4.1 Compliant software Page 1 of 1 a k FORM R405-2414 ` Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 361 NE 101 St Permit Number. Miami Shores,FL,33138 NI,ANDATORY REQUIREMENTS See individual bode sections for full details. 01 401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level(EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law [Section 553.9085.Florida Statues]requires the EPL display card to be included as an addendum to each sales contract for both presokl and nonpresold residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted,to demonstrate compliance for the building.A copy of the EPL display card can be found in Apperift C.. R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4A. - L 0 R402A.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.The seating methods between dissimilar materials shall allow for differential expansion and contraction. o 1 • R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1,as appiicable to the method of construction. e Where required by the code official,an approved third party shall:inspect all oornponents and verify compliance. • R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2;and 3 air c�hanges'per hour in Climate Zones 3 through 8.Testing shall be conducted with a blower door at a pressure of 02 inures w.g.(50 Pascals).Where required by the code official,testing shag be conducted by an approved third party.A written report of the results of the test shag be signed by the party conducting the test and provided to the code officinal.Testing shall be performed at any time after creation of all'penetrations of.the building thermal envelope. During testing: ••••.• I-Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the$Mended wwewtiherstripping w... Other infiltration Control measures; •••• i •• • •• 1 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,,bA got sealed tgldn4Mntendq&..;. infiltration control measures; • 3.Interior doors,if installed at the time of the test,shall be open; •••••• • V•.•.: 4.Exterior doors'for continuous ventilation systems and heat recovery ventilators shag be dos%f'JWr*ated; ;'+ '. • • 5.Heating and roofing systems;if installed at the time of the test;shall be turned off,and •+•• • •• ••••• , 6.Supply and return registers,•if installed at the time of the test,shall be fully open. ••••.• '*goo" ••••• R402A:2 Fireplaces.New wood-buming fireplaces shall have tight-fitting flue dampers and outdoor combustion air. 0 R402.4.3 Fenestration air leakage.Windowws,skylights and shchrig glass doors shall have an air infilQraton rite of no more than 0:3 6f".• r per square foot(1.5 Us/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 Us/m2),yrhen%Wed acWfM to NFRC 400 4t AAMA WDMA/CSA 10111.S.2/A440.by an accredited,independent laboratory and iisted and labeled byte rrTnufactugat.... Vee*: Exception: Site-built windows,skylights and doors: '•• 0 8402.4.4 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 cfm(0.944 Us)when tested in accordance with ASTM E 283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. 8403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 0 R403.1.3 Heat pump supplernentary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls 'that except during.defrost,prevent supplemental heat operation when the heat pump corepressor can meet the heating load, k ly/ R403,2.2 Sealing(Mandatory)AII duds.air handlers.and filter bones and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers,shah be constructed and sealed in accordance F with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet dud tightness criteria by lost-construction or roughan testing below. 4 a. Duct tightness shag be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified iii accordance with Section 553.89,Florida Statutes,,or as authorized by Florida Statutes,to be'substantially leak free"by either of the following: 1 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 manufacturet's air handler enclosure.All register boots shall be taped or otherwise sealed during the test. , F ' V 2. Rough4n test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9:29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25Pa)across'the system,including the manufacturers airhandlerenclosure.'All'registers shall;be taped or otherwise sealed during the test If the air handler is.not installed at the time of the test,total leakage shall to less than or equal to 3 ctm (85 Umin)per 100 square feet(9.29 m2)of conditioned floor area. 4 ExcePho�. ® ,j J. The total leakage test is not required for'duds and air handlers located entirely:within the budding envelope. +" t 2. Dud testing is not mandatory for buildings complying by Section R405 of this code. 8/21/2015 6:20 PM EnergyGauge®11SA-FlaRes2014 -Section 8405.4:1 Com ) Page 1 of 3 FORM R405-2014 I MANDATORY REQUIREMENTS - (Continued) 0 14403.2.2.1 Seated air handier. Air handlers shall have a manufacturers designation for an air leakage of no more than 2 percent of the �f design air flow rate when tested in accordance with ASHRAE 193. Ct R403.2.3 Building Cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. I I ;8403-3 Mechanical system piprng.insutation(Mandatory). Mechanical system piping capable of carrying fluids above 105•F(41•C) or below 55°F(IWC)shall be insulated to a minimum of R-3., 0 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 shielding from solar radiation that can cause degradation of the material.Adhesive tape shall not be permitted. 0 R403A.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can tum off the hot-water circulating pump when the system is not in use. I 0 R403A.3 Hog traps(Mandatory}.tory}. Storage water heaters not equipped with integral heat traps and having vertical Pipe risers shall have heat traps installed on both the inlets and outlets.External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3"A inches(89 mm)in the hot water distribution line and cold water line located as dose as possible to the storage tank. R403AA Water heater efficiencies(Mandatary). Water heater efficiencies 0 R403AA.1 Storage water heater temperature controls R403A.4.1A 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). . R403.4A.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off_A separate valve shall be provided to permit the energy supplied to rimsmain bumer(s) of combustion types of service water heating systems to be'tumed off. • • • • •••• •••••• 0 R403.4A.2 Water heating equipment- Water heating equipment installed in residential units shall 41W tAe miniamA4011cwncies of�• Table C404.2 in Chapter 4 of the Florida Building Code,"Energy Conservation,Commercial Provisions,'f8W type of 84u01ment inst'd W" Equipment used to provide heating,functions as part of a combination system shall satisfy all stated retiLftwftnts for theltppropriatf%M: f heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. 000000 • •• • • R403AA.2-1 Solar water heating systems. Solar systems for domestic hot watenproduction aV&%d by thS anrltfal solar AAW• factor of the system.The solar energy factor of a system shall be determined from the Florida 9dlV"rgy C~rj dory i?N""" Certified Solar Systems:Solar collectors shall be tested in accordance with ISO Standard 98060 WestoMethods fer•Solar ColleftV • and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol,Cdiestee±in installed solar water • heating systems should meet the following criteria: ' i i • • ••00:0 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal,argil . • " :..•.: 2. Be installed at an orientation within 45 degrees of true south. •• • " ;•; ' • ® R403.5 Mechanical vengaMm(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. 1 O 8403.5:1 Whole house mechanical ventilation system fan efficacy. Mechanical ventilation system fans shall meat the efficacy requiremerrls of Table R403.5.1. Exception:Where mechanical ventilation fans are integral to tested and listed HVAC equipment,they shall be powered by an electronically commutated motor. 0 R403-&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, shalt be the maximum rates allowed for residential applications. 2' No ventilation orair-conditioned system make air shaft 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 spaees(s),then'the walls of the space(s)from which air is drawn shalt be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum orR-19,space permitting,or R-10 otherwise: 0/ R403.6 Heating and cooling equipment(Mandatory). The folkhwing sections aremandatory for cooling and heating equipment. 0 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 splitsysterm)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This code does not:altow designer safety factors,provisions for future expansion or other factors which affectequipment sizing.-System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load,but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.5,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. 8/2112015 6.20 PM EnergyGaugeO USA-FlaRes2014 -Section 8405.4.1 Com Page 2 of 3 t FORM R405-2014 MANDTORY REQUIREMENTS - (Continued) R403.6.1.1 Cooling equipment capa.4.(continued) The published value for AHRI total capacity is a nominal.rating-test value and shall not be used for equipment sizing.Manufacture's expanded performance data shall be used to select doling-only equipment.This selection shall be used to select cooling-only equipment This selection shall be based on the outdoor design dry bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower cfrn provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and mutti-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. ' t._ 2. When signed and seated by a Florida-registered engineer,in attached single-and mufti-family units,the capacity of j equipment may be sized in accordance with good design practice. �i 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 doling load. . R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section 8403.6:1: 0 8403:6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating,equiprrhent 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 doting or heating within that space by one or more of the following options: 1. A separate cooling or treating system is utilized to provide doting or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. 13 R403.7 Systems servingmultiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections 0403 and 0404 of the Commercial Provisions in lieu of Section R403. ❑ R403.8 Snow meft system crontmis(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. 6 ❑ R403.9 Swimming pools,inground spas and portable spas(Mandatory). The energy requirements for residential POO$AN. inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI1APSP-15..ft energy'0 0 0 ...•;0 requirements for portable spas shall be in accordance with ANSIJAPSP-14. •• •• • • 0000•• .0 0 0000•. 8403.9.1 Pool and spa heaters. AD pont treaters shah be equipped with a readily accessible on-off q%that is moupted . . outside rine hater to allow shutting off the heater without adjusting the thermostat setting: •••••• 0000 .. R403.9.1.1 Gas and oil-fired pool and spa heathers. All gas-and oi"red pool and space heelers shall have arrrlinimum•••• thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013 when tested ifs saaordance surith ANSI Z 2a.$L • Pool heaters fined b natural as or LP as shall not have continuous burning pilot fights. • • • • • Y 9 9 iY n9 Rh lig .. .. �. • 0000.6 R403.9.1.2 Cleat pump pool heaters. Heat pump pool heaters shall have a minimum COPofs". when testedfnaccordance•• with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from en independent laboratory is ...... required to verify procedure compliance.Geothermal swimming pool heat pumps are not requiredsweet to thisstandaid. . 0000.. o R403.9.2 Time switches. Time switches or other control method that can automatically tum off and M hedters anti'Punt accor8ing to fi preset schedule shaft 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: I- Where public health standards require 24-hour pump operations_ 2. Where pumps are required to operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. o 8403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site-recovered energy,sudi as a heat pump or l solar energy source computed over an operating season. RR404.1 Lighting equipment(Mandatory). A rninimum 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. i II EneopGon: Low-voltage lighting shall not be required to utilime high of icacy tamps. 0 R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights 8405.2 Performance ONLY. All ducts not entirety inside the building thermal envelope shall be insulated to a minimum of Rte. o R40 ZI Performance ONLY. Ceilings shall have minimum insulation of R-1 9.Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space,R-10 is allowed. 8/21/2015 6:20 PM EnergyGaugeO USA-FlaRes2014 -Section 8405.4.1 Com Page 3 of 3 t FORM R405-2014 TABLE 442.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Interior and Exterior Remodeling at 361 Builder Name: Street 361 NE 101 St Permit office: city,state,Zip: Miami Shores,FL,33138 Permit Number: owner: Jurisdiction: 231000 Design Location: FL,Miami. COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. V/ Breaks or joints in the air barrier shall be sealed. Air-permeable insulation shall not be used as a sealing material. r Ceiling/attjc The air barrier in any dropped ceiling/soffit shall be aligned with the. insulation and any gaps in the air barrier shall be sealed. ! r Access openings,drop down stairs or knee wall doors to unconditioned V attic' spaces shall be sealed. Comers and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. / The junction of the top plate and the top of exterior walls shall be sealed. Exterior thermal envelope insulation for;fratried 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 seated. Rim foists Rim joists are insulated and include an air barrier. Floors (including ab6ve-garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. l � The air barrier"shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation,insulation shall be pyrmarfelttly attached to the crawlspace walls. " . n t Exposed earth in unvented crawl spaces shall be covered witMa Qa s 1 /v k�" vapor retarder with overlapping joints taped. •••••• 0000 • Shafts, penetrations Duct shafts,utility,penetrations,and flue shaft openings to exterior ar '0.0 •V ..• • 0000.. . 0000 unconditioned space shall be sealed. •. .0 .. •. 0000 . Narrow Cavities Batts in narrow cavities shall be cut to fit,or narrow cavities shall be�fiillled 0 j by insulation that on installation readily conforms to the available cev; 1" s ces. •••• • Garage separation Air sealing shall be provided between the garage and c onditioried 3ipeces. . • Recessed lighting Recessed light f6dures installed in the building thermal envelope 0 0 0 9 9 9 B pe shall.be � airtight,.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 d space shall extend behind piping and wiring. Showerlbib on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tuts. ElechicaUphone box on The air barrier shall be installed behind electrical or communication boxes or d air sealed boxes shall be.installed. HVAC register boots WAC register boots that penetrate building thermal envelope shall be seated to the sub-floor or drywall. Fireplace An air barrier shall be installed on fireplace walls.Fireplaces shall have 1 pts Basketed doors , 1 r7 872112015 6:20 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1.Compliant Software Page 1 of t i I FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Protect Name: Interior and Exterior Remodeling at 361 Builder Name: Street: 361 NE 101 St Permit Office: City,State,Zip Miami Shores,FL,33138 Permit Number. Design Location: FL,Miami Jurisdiction: 231000 Envelope Leakage Test Results Leakage Characteristics Regression Data: C: �: .._...------ R:.............. - CFM(50): Single or Multi Point Test Data _. ELA: HOUSE PRESSURE FLOW: -— 1 Pa .........__..__... - trrt EgLA 2 Pa cfrrt ACH: { Pa € c:fm 4 Pa cfm SLA: _ ..........--- Pa - ----- -- cfrn - i...___'. 6 Pa cfm t _� - - .._.._...._...._.._.._ _ _—._._.-. 8402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1,and 2,3'air changes per hour in Climate Zones 3 through 8.Testing shall be conducted with a blower door at a pressure of 02 inches w.g.(50 Pascals).Where required by the code official,testing shaft be conducted by an approved third party.A written report rifft results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed atony tigie after,&Vg of all ...... penetrations of the building thermal envelope. ' • ' ' During testing: .0.000 �••�.� 0000:• 1.Exterior windows and doors,fireplace and stove doors shall be dosed,but not seated,beyond the intewaafherstrippiarg or other. infiltration control measures; :00 0 0: 2.Dampers including exhaust,intake,makeup air,badcdraft and flue dampers shall be closed,but not sc l frond inOnfl04 thfeltratigri... Control measures; 00:0• •0•• • 3.Interior doors,if installed at the time of the test,shag be open; •• ••• ••••••••• 000•••••• 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be dosed and sealed„..• • • S.Heating and cooling systems,if installed at the time of the test,shall be turned W.and ' • i•••�• •••••• I 6.Supply and return registers,if installed at the time of the test,shall be fully open. • • • •••••• 1 hereby certify that the above envelope leakage Where required by the code official, ver performance results demonstrate compliance testing shall be conducted by an , O* with Florida Energy Code requirements in approved third patty.A written accordance with Section R402.4.1.2. report of the results of the test shall j be signed by the third party tx v conducting the test and provided to SIGNATURE: -�G- -- the code official. WE PRINTED NAME: C �2 -GA4,199 .......... BUILDINGOFFICIAL: DATE: DATE: , 1 8/2112015 6:21 PM EnergyGaugeO USA-FlaRes2014 -Section 8405.4.1 Compliant Softwar Page 1 of 1 I ASHRAE HANDBOOK 2004 FUNDAMENTALS VOLUME, BUILDING CHAPTER 26 COOLING LOAD CALCULATIONS: t Residence at 361 NE 101 St. AREA: 1,672 SQ.FT. Miami Shores FL 33138DATE 08/21/15 fir- •;�� r-r •.<-� .:�-.��...,..� r _.._„�., �.....__....M.._.�,...-,�;:,r.�.,, A _-,�.. �° -�--•,--^��-r —�z-` - ' COOLING LOAD CALCULATIONS: SUMMARY T PER ACCA MANUAL"J" CONDITIONS: INSULATION: 91 FDO,79 FWB,OUTSIDE WALLS R-4.1 76 FDS,50-60%RH,INSIDE ROOF R-30 TRANSMISSION: COOLING LOAD, BTUH SENSIBLE LATENT WALLS: Q=AREA"U(THER.COEFF.&deq Q= 2026.5 X 2.6 5269 Q= 0 X 1.2 0 i DOORS: Q= 0 x 8.6 0 ROOF Q= 1672 x 1.4 2341 SOLAR (DOUBLE TINTED IMPACT GLASS) GLASS Q= AREA-FACTOR(OSF•SH.COEFF.) N Q= 143.3 x 25.938 3717 E Q= 86.9 X 40.657 3614 W Q= 64.3 X 38.961 2505 S Q= 118.4 X 36.894 4368 INTERNAL HEAT GAIN: • • PEOPLE Q=NPEOPLE'FACTOR i ••• •••• ••••i• SEN. Q= 4 x 300 1200 •• • •v • • LAT. Q= 4 x 230 92d•••• •• • •••••• • POWER Q=AREA-FACTOR(APPL.) •••••• •• •• • • Q= 1672 x 1 1672 •••• •• ••••• •••••• •• • ••••• TRANSMISSION' •• •• •• • •••••• Q=IPEOPLE'CFM'T.DIFF."FACTOR) •••••• • •• SEN. Q= 4 15 15 1.08- 972 + • i • • w••••• Q=#PEOPLE'CFM'T.DIFF_`FACTOR) • • i••••• • • LAT. Q= 4 15 50 0.68 4214•• • ••• w••w•• DLICT HEAT GAIN: Q=FACTOR(R-6)`D.LG/100 Q= 1.4 1200 465 100 7812 SENSIBLE TOTAL 33470 f LATENT TOTAL 5204 GRAND TOTAL(SEN+LATENT)= 38674 { i i. Manual J:8th Edition Residential Heat Loss and Heat Gain Calculations Page 1 ASHRAE HANDBOOK 2004 FUNDAMENTALS VOLUME, BUILDING ± CHAPTER 26 COOLING LOAD CALCULATIONS: p 1 4-....�,--..-_.rear-•-�vr.r.'��^'.K..--„ --1.:�.y ..=:-r-ti�-*��..^«�;`---�<;-^'�`„".....,�.r-•e..+..-w�+�e}F^:`+'7 rna x ' 4'k. i rk [ ,.:,Y.�.iu 7.Ei,..,..n(.�..:.. ..w.. m'«,.�.M�-....,-. o_ ..._....._.T........:.i,.A.,.._s.�.s.®,m,._..,._,.._.__,,... _..i:.�_.....a..,.....�..---..-,...--,..._..._,....._.>�..,.,.�. HEATING LOAD CALCULATIONS: �,....-_., ,'cs,. x,---�—�*-e>vr~ .. -•^* §: '.""� 5.... ""aY+e_.x��'r -'--^h-;^q:.-.-r-.r•..^" ,�. +.-.s ^'r6: 'c � - t CONDITIONS: 70FDB,INSIDE HEATING LOAD,KW 47FDB,OUTSIDE s ro HEATING: TRANSMISSION: Q--AREKFACTOR(U FACT.-TEMP DIFF.) t GLASS: Q= 415.5 X 29 12050 t ' r r WALLS: Q= 2026.5' X 4 BIOS ROOF: Q= 1672 X 0.9 1505 VENTILATION Q=FACTOR'CFM"T.DiFFJFACTOR (-)INTERNAL HEAT GAIN(L.P.A.) r SENSIBLE: r Q= 1.08 1550 0.4 23 - 4764 10637 HUM LOAD Q=FACTOR'SHD`CFM 0-- 0.67 10 1550 0.4 4154 • DUCTHEATLOSS •• :• •••••• •• 0=FACTOR(R-6)•D.LGJ100 ••• •• 4• • •••••• Q= 1.4 900 465 1 100 5659 •••••• • i••••i TOTAL 42310 •••• • •• ••••• OR 12.41 •••••• •••.• ••i••• EQUIPMENT SONG; •••••• ' ' • •• BASED ON THE COOLING AND HEATING LOAD CALLS. • • $;••••• • • h (2)2 TONAIC UNITS 51,200 BTUH TOTAL/37,800 BTUH SENS.,(SEER 16)(112,94%) • • • u••••• WITH STRIP HEATERS 14.4 KW RHEEM OR EQUIVALENT EQUIPMENT 4,.L CESAR M.CANO A.I.A. I ARCHITECTURE&PLANNING PHONE: 305-740-7929 REGISTRATION No.4929 Manual J:8th Edition Residential Heat Loss and Heat Gain Calculations Page 2 - I f, ASHW HANDBOOK 2ao4 FUNDAMENTAL$VOLUME, LNING43EDROMAITCHEN CHAPTER 26 COOLING LOAD CALCULATIONS: Residence at 361 NE 101 St. AREA: 801 SOFT. Miami Shores FL 33138 DATE 08/21/15 _ COOLING LOAD CALCULATIONS: SUMMARY PER ACCA MANUAL"J" Z ...M... .....-n..rr<--•s- r --s-. R;q'X'.� .�r�•-»- ,.w.-s.r,.w.• r.�.�-+ ..w �r r^.v r-.`^..Y'_":.�.-. fe�......_.3,-.e_.,.,:.',.=s..w.+i.-<..a.:w�,,....-,.»._..-..�--'.,'_-_..a-__x,._..._-�.�F.�....ie#,..as:,...!`'w:.,..-....�`"..,....C.......,..,...,.a.._�__..,,,.....x�....-............i....kS�..�.a....�.�.,..sw...:��a.. CONDITIONS: INSULATION: 91 FDB,79 FWB,OUTSIDE WALLS R-4.1 76 FDB,50-60%RH,INSIDE ROOF R-30 TRANSMISSION: COOLING LOAD, BTUH SENSIBLE LATENT WALLS: O=ARWU(THER.COEFF.)'Tdeq Q= 979.78 X 2.6 2547 Q= 0 x 1.2 0 DOORS: Q= 0 x B.6 0 i j ROOF Q= 801 X 1.4 1121 SOLAR (DOUBLE TINTED IMPACT GLASS) GLASS Q= AREA*FACTOR(OSF•SH.COEFF.) N Q= 43-3 x 25.938 1123 E Q= 18.3 X 40.657 744 W Cr- 46 X 38.961 1792 S Q= 100.1 x 36-894 3693 � t INTERNAL HEAT GAIN: PEOPLE Q=/PEOPLE'FACTOR •••• SEN. Q= 4 X 300 1200 0 • 0000•• 0060•6 LAT. Q= 4 X 230 9200 0 0 0 ••06.0 06 6 •000•• POWER Q=AREA`FACTOR(APPL.) 000000 • • • Q= 801 x 1 8010000 •• • •••0000• • 0000 0 00 60 6 TRANSMISSION: • 6.6••6 •• • 0000• Q�PEOPLE-CFM'T.DIFF.•FACTOR) • • • • • •• 60 0*00 00.0•• SEN. Q= 4 15 15 1.R6 972 • 0.00.0 A 6 i Q=#PEOPLE•CFM`T.DIFF.`FACTOR) • • • • LAT. Q= 4 15 50 0.68 42840 • i•00i• •006• 0 0 0 0 • DUCT HEAT GAIN: 00 0 00 • 6 0 Q=FACTOR(R-6)-D.LG/100 00 0 0= 1.4 1200 215 100 3612 SENSIBLE TOTAL 17606 LATENT TOTAL 5204 GRAND TOTAL(SEN+LATENT)= 22810 I r i Manual J:8th Edition Residential Heat Loss and Heat Gain Calculations Page 3 i' k ASHRAE HANDBOOK.2004 FUNDAMENTALS VOLUME, LVING-BEDROOMS KITCHEN CHAPTER 26 COOLING LOAD CALCULATIONS: 1 [.[-....- s...,-'•,--t-- .�. r.,...r,r •--s `S".:.-„�.,,� �- -`_.:L�"'+;`.':,.'""""`5 ,.wt°"""^`*"r),�xr�.y»9 - '�•a 1,,.__,.a-+a' ,..�..... .M�i.i....»... ...,........•,a'S:...4.9',,.�_.;__..�ie._.._.._.:L,�_-...._.u:,J..........e_..�3.,..'�_..,..._ ......� ..,.u._. �-» _....,.......,._... HEATING LOAD CALCULATIONS: _lr,.,.;.'�..._._.al,,,._t"�.�.,.,_._.....�.,s,..K».._s�........ _._..2,.�,.,Ci.a -...e,__.��.,a:,..a...,kx.,.s...�....,....-...,...�...............A_,_..1....._.,...,,_,...�...�ii..b�.a,.....-,..,_,_.,.�`,,�..1':e._,....� CONDITIONS: 70FDB,INSIDE HEATING LOAD,KW 47FDB,OUTSIDE HEATING: TRANSMISSION: Q=AREA'FACTOR(U FACT.-TEMP DIFF.) GLASS. Q= 207.7 x 29 6023 k WALLS: Q= 979.78 x a 3919 t ROOF: Q= 801 X 0:9 721 VENTILATION: O=FACTOR'CFM'T.DIFFJFACTOR (—)INTERNAL HEAT GAIN(L.PA.) SENSIBLE: Q= 1.08 775 0.4 23 3893 3607 f HUM LOAD 1 O=FACTOR'SHD'CFM Q= 0.67 10 775 0.4 2077 d DUCT HEAT LOSS • • •••••' •••••• Q=FACTOR(R-6)'D1GH00 '••' •• • •• Q= 1.4 900 215 ! 100 2709 • • • • • TOTAL 19257 4 OR 5.65 • .... . .. ..... EQUIPMENT SONG: •••••• •• • ••:••• •. •. •• • •••••• BASED ON THE COOLING AND HEATING LOAD CALCS. :'•:': •• 2 TON A/C UNITS 25,600 BTUH TOTAL 118,900 BTUH SENS. (SEER 16)(107.4%) • :•.•:. •••••• RHEEM RAPM-024JEZ C.U_AND RHLL-HW417JA AIR HANDLER,UNIT ' • . . . . •.•..• WITH STRIP HEATERS 7.2 KW •• ' .' ;'; ' ' OR EQUIVALENT EQUIPMENT •• • CESAR M.CANO A.I.A. ARCHITECTURE&PLANNING PHONE 305-740-7929 REGISTRATION No.4929 I Manual J:8th Edition Residential Heat Loss and Heat Gain Calculations Page 4 + ASHRAE HANDBOOK 2004 FUNDAMENTALS VOLUME, FAMILY-BEDROOM2-MASTER CHAPTER 26 COOLING LOAD CALCULATIONS: Residence at: 361 NE 101 St. AREA: 871 SQ.FT. Miami Shores FL 33138 DATE. 08/21/15 !w...�R.....,:1Fy,h:...u�'.is:..,.,:.s,,.w.,.�...::.,,.... ....�a.��.:r:.,-,k.o-,.._..�`+Y'� a::�.t,._..�....<.,.......,.«..z..x,:' ,a...e.-.�_..K«.-. •. .'�..r� - k. a COOLING LOAD CALCULATIONS. SUMMARY PER ACCA MANUAL'Ja_, �_.<._ .«r..,.<,r,.,,Xy..�.....�...,. ....-...�,�....,�.....:........+:-----"'•...Y.r-� v .<,+..... +q�'n,c a;rrn•r.�s.^pa�r»...ps'�•'.'... t'+`t,- °, +'Sr'"F"",' I CONDITIONS: INSULATION: 91 FDB,79 FWB.OUTSIDE WALLS R-4.1 76 FDB,5040%RH,INSIDE ROOF R-30 TRANSMISSION: COOUNG LOAD, BTUH SENSIBLE LATENT WALLS: Q=AREA'U(THER-COEFF.)'Tdeq Q= 1047.02 X 2.6 2722 Q= 0 X 1.2 0 DOORS: j Q= 0 X 8.6 0 f ROOF Q= 871 X 1.4 1219 SOLAR (DOUBLE TINTED IMPACT GLASS) GLASS Cl-- AREA-FACTOR(OSF'SH.COEFF.) N Q= 100 X 25.938 2594 E Q= 70.6 X 40.657 2670 W Q= 18.3 X 38.961 713 S Q= 1&3 X 36-894 675 INTERNAL HEAT GAIN: PEOPLE Qd1PEOPLE'FACTOR ••+• SEN. Q= 4 X 300 1200 • • ••+• •••••• LAT, Q= 4 X 230 92d•••• i •• • •• •••••• •• • •••••• i POWER Q=AREA'FACTOR(APPL.) •••i•• • • • Q= 871 x 1 871 •••••• TRANSMISSION: •••• • •• ••••• •••••• •• • ••••• Q=#PEOPLE'CFM'T.DIFF_'FACTOR) • • • • • SEN. Q= 4 15 15 1.08 972 •• •• •• • •••••• Q=#PEOPLE'CFM-r.DIFF'FACTOR) s•• •' • • • LAT. Q= 4 15 50 0.68 4281f • • • •••••• DUCT HEAT GAIN: •• • +• • • • Q=FACTOR(R-6rD.LGN06 •• • Q= 1-4 1200 250 100 4200 SENSIBLE TOTAL 18037 LATENT TOTAL 5204. GRAND TOTAL(SEPI.+LATENT)= 23241 I Manual J:8th Edition Residential.Heat Loss and Heat Gain Calculations Page 5 i ASHRAE HANDBOOK 2004 FUNDAMENTALS VOLUME, FAMILY-BEDROOM2-MASTER CHAPTER 26 COOLING LOAD CALCULATIONS: r HEATING LOAD CALCULATIONS: CONDITIONS: 70FDB,INSIDE HEATING LOAD,KW 47FDB,OUTSIDE HEATING: TRANSMISSION: Q=AREA•FACTOR(U FACT.-TEMP DIFF.) GLASS: Q= 207.2 x 29 6009 WALLS: Q= 1047.02 x 4 4188 ROOF: Q= 871 x 0.9 784 VENTILATION: Q=FACTOR'CFM"T.DIFF./FACTOR (-)INTERNAL HEAT GAIN(L.P.A.) •••• SENSIBLE: �..• • ""• •••••• Q= 1.08 775 0.4 23 - 3963 3737 • ' •• ' •••••• •••• • HUM LOAD • " • • • I Q=FACTOR'SHD'CFM •••••• •• • •••• Q= 0.67 10 775 0.4 2077 •'•' • •• •••••• • ••• • • DUCT HEAT LOSS '• '• •• •••••• • Q=FACTOR(R-6pD.LG1100 • • • • • Q= 1.4 900 250 f 100 3150 ' • • • • •••••• •••••• TOTAL 19945 •• . . •�• •••••• OR 5.85 ' • • ' EQUIPMENT SIZING: BASED ON THE COOLING AND HEATING LOAD CALCS. 2 TON AJC UNITS 25,600 BTUH TOTAL 118,900 BTUH SENS. (SEER 16)(104.79%) RHEEM RAPM-024JEZ C.U.AND RHLL-HM2417JA AIR HANDLER UNIT WITH STRIP HEATERS 7.2 KW OR EQUIVALENT EQUIPMENT CESAR M.CANO A.I.A. ARCHITECTURE&PLANNING PHONE: 305-740-7929 REGISTRATION No.4929 Manual J:8th Edition Residential Heat Loss and Heat Gain Calculations Page 6