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RC-15-2339FZORtDA Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit No. RC-9-15-2339 Pennit Type: Residential Construction Per ' Work Classification: Alteration Permit Status: APPROVED Parcel Number issue Date: 12/2212015 1 Expiration: 06/19/2016 Aoolicant 548 GRAND CONCOURSE 1132060171410 Miami Shores, FL 33138- Block: Lot: ASHLEY M ABESS REVOCABLE Information Address ASHLEY M ABESS REVOCABLE TRUST 548 GRAND CONCOURSE MIAMI FL 33138- 548 GRAND CONCOURSE MIAMI FL 33138- Contractor(s) Phone Cell Phone WE'R' ALL CONSTRUCTION LLC (786)229-0445 In Review Date Approved:: In Review Date Denied: Type of Construction: INTERIOR ALTERATION TO INCLU Occupancy: Single Family Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Yes Certificate Status: Certificate Date: Additional Info: Bond Return : Classification: Residential Fees Due Amount CCF $39.00 CO/CC Fee $50.00 DBPR Fee $29.25 DCA Fee $29.25 Education Surcharge $13.00 Notary Fee $5.00 Permit Fee $1,950.00 Plan Review Fee (Engineer) $0.00 Scanning Fee $27.00 Technology Fee $52.00 Work without Permit Fee $1,950.00 Total: $4,144.50 Phone (917)657-0713 Cell Valuation: $ 65,000.00 Total Sq Feet: p Pay Date Pay Type Amt Paid Amt Due Invoice # RC-9-15-57086 12/22/2015 Check #: 7236 $ 3,784.50 $ 360.00 09/15/2015 Check #: 8279 $ 360.00 $ 0.00 Avauanie Ins Inspection Type: Fill Cells Columns Final PE Certification Window Door Attachment Framing Insulation Drywall Screw Window and Door Buck Review Planning Review Structural Review Electrical Review Building Review Building Review Building Review Mechanical Review Mechanical Review Mechanical Review Plumbing 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 fat all wok will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contr�or to dgA'b o;l s ted. December 22. 2015 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy December 22, 2015 0 V� Miami Shores Village LA�jsV -'Building Department LY" _ � 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Iv �,!�/ �� W Tel: (305) 795-2204 Fax: (305) 756-8972 A olf INSPECTION LINE PHONE NUMBER: (305) 762-4949 S FBC20(� BUILDING Master Permit NO.V--jNS -23�� PERMIT APPLICATION FE—IBUILDING ❑ ELECTRIC ❑ ROOFING Sub Permit No ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 548 GRAND CONCOURSE City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3206-017-1410 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):ASHLEY ABESS TRS Phone#.305.345.9593 Address:548 GRAND CONCOURSE City: MIAMI SHORES State: FL Tenant/Lessee Name: Phone#: Email: ILMA@STARTURPROJECT.COM Zip: 33138 f �t CONTRACTOR: Company Name: - 1 '�aI It �S mr_4 DK L�Phone#:C18G 22 q— oq T S Address: /NLI'4Z cJ W 4 q 3t City: M i tyn i Qualifier Name: a m 05 ��. Zip: .3117j" Phone#: ?86 '715 666.0 State Certification or Registration #: G GC 15 13(o f y Certificate of Competency #: DESIGNER: Architect/Engineer: DARIO HERRERO Phone#: 954-668-3984 Address:4508 SW 183RD AVENUE City: MIRAMAR State: FL Zip: 33029 Value of Work for this Permit: $ cot3 I CCD Square/Linear Footage of Work: Type of Work: El Addition x❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: INTERIOR ALTERATION TO INCLUDE KITCHEN MISC REPAIRS Specify color of color�t—htr�u tile: ( �'� �-(� q Submittal Fee $ �,n ) 0 • �. Permit Fee $ I JV • W CCF $ 3G�(' 0D CO/CC $ 4 Scanning Fee $ �':9nn • Radon Fee $ - ',� `� ( DBPR $ Z t - 5 Notary $ 1J , op r�t� Technology Fee $ �L -� Training/Education Fee $ Double Fee $ Structural Reviews $__ Bond $ CD TOTAL FEE NOW DUE $ 3�y -, (Revised02/24/2014) gonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zi Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charge Signature) OWNER or AGENT The foregoing instrument was acknowle a me this day of � Pr 20 by lett A >S who is personally known to me or who has produced as identification and who did take an oath. N07 Sign Prin- d. i Signature O CONTRACTOR The foregoing instrument was acknowledged before me this _1 F', day of ( J 20 -0 1 by ampo w , who is personally known to me or who has produce-- �_VS identification and who did take an oath. NOTARY PUBLIC: Sign: 4 �y "JPO� Print: ` U:RLJ a Seal: �9'• A &0ft0edmtKg• •0`2` Seal: / •'• yFain • 100 • oar °�a� Notary Public State of Florida //��•••••••••,� �� SindiaAlvarez 1116 jlilt f\O\\ 'AG �QI My Commission FF 156750 APPROVED BY Plans Examiner Zoning Structural Review (Revised02/24/2014) Clerk 003769 Local Business Miami —Dade County, -THIS IS NOTA BILL 6094890 BUSINESS NAME/LOCATION WE R ALL CONSTRUCTION LLC 14442 SW 49 ST MIAMI FL 33175 Tax Receipt State of Florida - DO NOT PAY RECEIPT NO. RENEWAL 6357511 LBT EXPIRES SEPTEMBER 30, 2016 Must be displayed at place of business Pursuant to County Code Chapter 8A -Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS WE R ALL CONSTRUCTION LLC 196 GENERAL BUILDING CONTRACTOR PAYMENT RECEIVED Worker(s) CGC1513698 BY TAX COLLECTOR $75.00 09/16/2015 ECHECK-15-162987 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit, or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles - Miami -Dade Code Sec Ba-276. mlk,r\ Jl.U1 I, UUVthCIVUK CGC1513698 For more information, visit www.miamidade govRaxcollector Kt IN LAVVJUIV, JtL,Kt_ I A K Y STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 RAMOS, RODRIGO HERNAN WE 'R' ALL CONSTRUCTION LLC 14442 S.W. 49TH STREET MIAMI FL 33175 a� IN ISSUED: 08/14/2014 DISPLAY AS REQUIRED BY LAW SEC1 # L1408140001881 AC40ROF CERTIFICATE OF LIABILITY INSURANCE DATE12/17/115 Y) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) 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 certlflcate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Occidental Insurance 11400 W. Flagler St. #111 Miami, FL 33174 Phone (305)221-9859 Fax (305)221-6464 CONTACT PHGNE Ext), (305)221-9859 FAX /C No (305)2216464 A/C. Ei ADULESS. occidentalinsure®belisouth.net INSURERS AFFORDING COVERAGE NAIC # INSURER A: GRANADA INSURANCE INSURED We R All Construction Lic 13901 SW 18 St miami, FL 33175• (786) 229-0445 INSURER B : PROGRESSIVE INSURANCE INSURER C : INSURER D : INSURER E : INSURER 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. I�jR TYPE OF INSURANCE ADD UBR POLICY NUMBER MM/DDfYYYY MM/DD� LIMITS A GENERAL LIABILITY © COMMERCIAL GENERAL LIABILITY ❑ ❑ CLAIMS -MADE ❑ OCCUR ❑ 0185FL00066420 01 /22/2015 01 /22/2016 EACH OCCURRENCE $ 1,000,000.00 _ MAGE TO RENTED DAM APREMISES Ea occurrence $ 100,000.00 MED EXP (Any one person $ 5,000.00 PERSONAL BADV INJURY $ 1,000,000.00 ❑ GENERAL AGGREGATE $ 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: ❑ POLICY ❑ PRO- ❑ LOC PRODUCTS - COMP/OP AGG $ $ B AUTOMOBILE LIABILITY ❑ ANY AUTO ALL OWNED SCHEDULED ❑ AUTOS © AUTOS NON -OWNED El AUTOS ❑ AUTOS 02375267-1 09/08/2015 09/08/2016 COMBINED SINGLE LIMIT Ea a ccidentL_______, 1,000,000.00 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE Peraccident $ ❑ UMBRELLA LIAB ❑ OCCUR ❑ EXCESS LIAB ❑ CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ ❑ DED ❑ RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / NER ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? (Mandatory in NH} If yes, describe under DESCRIPTION OF OPERATIONS below N / A ❑ WC STATU- ❑ OTH- E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) CGC1513698 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2 Ave Miami Shores, FL 33138 AUTHORUED REPRESENTATIVE �k-� ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 26 (2010/06) QF The ACORD name and logo are registered marks of ACORD ACORU® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYY1� 12/17/2015 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(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 CONTACT NAME: iBusinessSolutions, Inc. 5218 Paylor Lane PHONE g41-487-7275 Fn/c 941-487-7279 ADDRESS: COI@ibusinesssolutions.com INSURERS AFFORDING COVERAGE NAIC i Sarasota, 34240 INSURERA: Star Insurance Company INSURED We R All Construction LLC 14442 SW 49th Street INSURER B INSURER C : INSURER D : INSURER E : Miami FL 33175 INSURER 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. ILTR TYPE OF INSURANCE ADDL UBR POLICY NUMBER MM/D Y EFF POLICY EXP LIMITS COMMERCIAL GENERAL LIABILITY CLAIMS -MADE 7 OCCUR EACH OCCURRENCE $ -DAMAGE TO RENTI:u PREMISES Ea occurrence $ MED EXP (Any one son) $ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: POLICY 0 PRO-JECT 7 LOC OTHER: GENERAL AGGREGATE $ PRODUCTS - COMP/OP AGG $ $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED CHEDULED AUTOS AUTOS NON -OWNED HIRED AUTOSPS AUTOS COMBINED SINGLE LIMIT Ea accident $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y/ N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? N (Mandatory in NH) if yes, describe under DESCRIPTION OF OPERATIONS below N /A WC 0822274 00 03/06/14 03/06/15 03/06/15 03/06/16 X STATUTE ERH E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) License # CGC1513698 Miami Shores Bldg Dept. 10050 NE 2nd Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD Residential System Sizing Calculation Summary Project Title: 548 Grand Concourse Abess Residence Miami Shores, FL 33138 11/11/2015 Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(7 ft.) Temp Range(L) Humidity data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 56 r. Winter design temperature(TMY3 99%) 49 F Summer design temperature(TMY3 99%) 92 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 21 F Summer temperature difference 17 F Total heating load calculation 67033 Btuh Total cooling load calculation 112013 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Strip Heat) 104.4 70000 Sensible (SHR = 0.75) 95.9 90000 Latent 164.9 30000 Total 107.1 120000 WINTER CALCULATIONS Winter Heatinn Lnad ffnr41n6 soft) Load component Load Window total 711 sqft 14643 Btuh Wall total 4338 sqft 24880 Btuh Door total 267 sqft 2576 Btuh Ceiling total 4107 sqft 4228 Btuh Floor total See detail report 1799 Btuh Infiltration 474 cfm 10956 Btuh Dud loss 7951 Btuh Subtotal 67033 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 1 67033 Btuh SUMMER CALCULA Summer Cnnfinn Lnad (for 4106 snftl Load component Load Window total 711 sqft 27986 Btuh Wall total 4338 sqft 27724 Btuh Door total 267 sqft 3925 Btuh Ceiling total 4107 sqft 11274 Btuh Floor total 1466 Btuh Infiltration 356 cfm 6652 Btuh Internal gain 3500 Btuh Dud gain 11298 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 93825 Btuh Latent gain(duds) 2643 Btuh Latent gain(infiltration) 13545 Btuh Latent gain (ventilation) 0 Btuh Latent gain(intemal/occupants/other) 2000 Btuh Total latent gain 18188 Btuh TOTAL HEAT GAIN 1 112013 Btuh ,ti.�xrs+rh t'SRXtft J WT;lgs{371%} Ceiiings 10.1�6} wa3ls(24.8%) EnergyGauge® System Si PREPARED BY: DATE: EnergyGauge® / USRCZB A.0 C6linis{635;1 7Mdmf2l.8%) • .0000 • Windows(25. I ' L.atentint(1.89b) Int.Gain(3,196� (12.44L} System Sizing Calculations - Summer Residential Load -Whole House Component Details Project Title: 548 Grand Concourse Abess Residence Miami Shores, FL 33138 11 /11 /2015 Reference City: Miami, FL Temperature Difference: 17.OF(TMY3 99%) Humidity difference: 56gr. Component Loads for Whole House Type" Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Ornt Len H t Gross Shaded Unshaded Shaded Unshaded 1 1 Clear 0.74, 0.98 B-L No N O.Oft. O.Oft. 28.3 0.0 28.3 24 24 679 Btuh 2 1 Clear 0.74, 0.98 B-L No N O.Oft. O.Oft. 40.0 0.0 40.0 24 24 959 Btuh 3 1 Clear 0.74, 0.98 B-L No N O.Oft. O.Oft. 24.2 0.0 24.2 24 24 579 Btuh 4 1 Clear 0.74, 0.98 B-L No N O.Oft. 0.Oft. 36.3 0.0 36.3 24 24 869 Btuh 5 1 Clear 0.74, 0.98 B-L No E O.Oft. O.Oft. 108.8 0.0 108.8 24 63 6801 Btuh 6 1 Clear 0.74, 0.98 B-L No S 0.0ft. O.Oft. 72.5 0.0 72.5 24 27 1961 Btuh 7 1 Clear 0.74, 0.98 B-L No S 0.Oft. O.Oft. 25.0 0.0 25.0 24 27 676 Btuh 8 1 Clear 0.74, 0.98 B-L No W O.Oft. 0.011. 95.8 0.0 95.8 24 63 5993 Btuh 9 1 Clear 0.74, 0.98 B-L No W O.Oft. 0.Oft. 12.5 0.0 12.5 24 63 782 Btuh 10 1 Clear 0.74, 0.98 B-L No N O.Oft. O.Oft. 57.5 0.0 57.5 24 24 1379 Btuh 11 1 Clear 0.74, 0.98 B-L No N O.Oft. O.Oft. 25.0 0.0 25.0 24 24 599 Btuh 12 1 Clear 0.74, 0.98 B-L No S O.Oft. O.Oft. 134.2 0.0 134.2 24 27 3629 Btuh 13 1 Clear 0.74, 0.98 B-L No S 0.01t. O.Oft. 4.0 0.0 4.0 24 27 108 Btuh 14 1 Clear 0.74, 0.98 B-L No E 0.0ft. 0.01t. 19.2 0.0 19.2 24 63 1199 Btuh 15 1 Clear 0.74, 0.98 B-L No E 0.0% 0.Oft. 28.3 0.0 28.3 24 63 1772 Btuh Window Total 1 711 (sqft) I 279969u11 Walls Type U-Value R-Value Area(sqft) H �•. Ldad Cav/Sheath • • • • . • 1 Concrete BIk,Hollow - Ext 0.28 1.0/0.0 742.E 6. • 4826 Btuh 2 Concrete BIKHollow -Ext 0.28 1.0/0.0 717.5 6.80" ' 4663• Btuh 3 Concrete BIKHollow - Ext 0.28 1.0/0.0 680.5 6.�• • • *422 8tuh 4 Concrete Blk Hollow- Ext 0.28 1.0/0.0 661.8 6.5• • • ' 43V biuh 5 Concrete BIKHollow - Ext 0.28 1.0/0.0 331.3 6.6• • • 4 • 2153• 13tuh 6 Concrete Blk,Hollow - Ext 0.28 1.0/0.0 432.5 6.5•' • • 2'812 Btuh 7 Concrete Blk,Hollow - Ext 0.28 1.0/0.0 420.0 6.�. • 2729 Btuh 8 Concrete Blk,Hollow - Ext 0.22 1.0/0.0 351.7 • 5..2 • • . 1820' Btuh Wall Total 4338 (sqft) =A•Btuh Doors Type Area (sqft) HIM. Load 1 Wood - Exterior 26.7 14.7 •393• Btuh 2 Wood - Exterior 20.0 14.7 14 Ei:uh 3 Wood - Exterior 40.0 14.7 589 Btuh 4 Wood - Exterior 40.0 14.7 589 Btuh 5 Wood - Exterior 40.0 14.7 589 Btuh 6 Wood - Exterior 40.0 14.7 589 Btuh 7 Wood - Exterior 40.0 14.7 589 Btuh 8 Wood - Exterior 20.0 14.7 294 Btuh Door Total 267 (sqft) 3925 Btuh Ceilings Type/Color/Surface U-Value R-Value Area(sqft) HTM Load 1 Vented Attic/DarkShingle 0.049 19.0/0.0 2086.0 2.75 5726 Btuh 2 Vented Attic/DarkShingle 0.049 19.0/0.0 2021.0 2.75 5548 Btuh Ceiling Total 4107 (sqft) 11274 Btuh Floors Type R-Value Size HTM Load 1 Stem/Crawlsp(v) 19.0 2086 (sqft) 0.7 1466 Btuh 2 Interior 0.0 2021 (sqft) 0.0 0 Btuh Floor Total 4107.0 (sqft) 1466 Btuh Envelope Subtotal: 72375 Btuh EnergyGauge® / USRCZB v4.0 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate: FL_MIAMI_INTL_AP 548 Grand Concourse Abess Residence Miami Shores, FL 33138 11/11/2015 Infiltration Type Average ACH Volume(cuft) Wall Ratio CFM= Natural 0.47 45230 1 355.8 Load 6662 Btuh Internal gain Occupants Btuh/occupant Appliance 10 X 230 + 1200 Load 3500 Btuh Sensible Envelope Load: 82527 Btuh Duct load (DGMs vary for Mixed ducts) 11298 Btuh Sensible Load All Zones 93826 Btuh . . EnergyGauge® / USRCZB v4.0 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate: FL MIAMI_INTL_AP 548 Grand Concourse Abess Residence Miami Shores, FL 33138 11/11/2015 WHOLE HOUSE TOTALS Sensible Envelope Load All Zones Sensible Duct Load Total Sensible Zone Loads Sensible ventilation Blower Whole House Total sensible gain Totals for Cooling Latent infiltration gain (for 56 gr. humidity difference) Latent ventilation gain Latent duct gain 82527 Btuh 11298 Btuh 93825 Btuh 0 Btuh !, 0 Btuh 93825 Btuh 13545 Btuh 0 Btuh 2643 Btuh Latent occupant gain (10.0 people @ 200 Btuh per person) 2Q0.0..%uh Latent other gain . 0 5tuh •••..• Latent total gain 1 M8 Btuh � • � � • TOTAL GAIN • • • 112013 Btuh •••• . 1. Central Unit # 600pfl•Btt*t 2. Central Unit # 0 ; 60000 QW . . 'Key: Window types (Panes - Number and type of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value) (U - Window U-Factor) (InSh - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R)) - For Blinds: Assume medium color, half closed For Draperies: Assume medium weave, half closed For Roller shades: Assume translucent, half closed (IS - Insect screen: none(N), Full(F) or Half(%)) (Ornt - compass orientation) Version 8 .0000 .0000 EnergyGauge® / USRCZB v4.0 Page 3 System Sizing Calculations - Winter Residential Load - Whole House Component Details Project Title: 548 Grand Concourse Abess Residence Miami Shores, FL 33138 Building Type: User 11/11/2015 Reference City: Miami, FL (Defaults) Winter Temperature Difference: 21.0 F (TMY3 99%) Component Loads for Whole House Window Panes/Type Frame U Orientation Area s ft X HTM= Load 1 1, Clear Wood 0.98 N 28.3 20.6 583 Btuh 2 1, Clear Wood 0.98 N 40.0 20.6 823 Btuh 3 1, Clear Wood 0.98 N 24.2 20.6 497 Btuh 4 1, Clear Wood 0.98 N 36.3 20.6 746 Btuh 5 1, Clear Wood 0.98 E 108.8 20.6 2238 Btuh 6 1, Clear Wood 0.98 S 72.5 20.6 1492 Btuh 7 1, Clear Wood 0.98 S 25.0 20.6 514 Btuh 8 1, Clear Wood 0.98 W 95.8 20.6 1972 Btuh 9 1, Clear Wood 0.98 W 12.5 20.6 257 Btuh 10 1, Clear Wood 0.98 N 57.5 20.6 1183 Btuh 11 1, Clear Wood 0.98 N 25.0 20.6 514 Btuh 12 1, Clear Wood 0.98 S 134.2 20.6 2761 Btuh 13 1, Clear Wood 0.98 S 4.0 20.6 82 Btub 14 1, Clear Wood 0.98 E 19.2 20.6 39MO 15 1, Clear Wood 0.98 E 28.3 20.6 • • 583 Btub Window Total 711.5 s ft • • • • •14643 Btuh Walls Type Omt. Ueff. R-Value Area X HTM= ' • • • • Load • (Cav/Sh) "" • 1 Conc Blk,Hollow - Ext (0.278) 1.0/0.0 743 5.83 4331 Btuh 2 Conc Blk,Hollow - Ext (0.278) 1.0/0.0 718 5.83 �:•�: 4184 110 3 Conc Blk,Hollow - Ext (0.278) 1.0/0.0 681 5.83 39691deM 4 Conc Blk,Hollow - Ext (0.278) 1.0/0.0 662 5.83 • 3869 Btuh 5 Conc Blk,Hollow - Ext (0.278) 1.0/0.0 331 5.83 193:ettih 6 Conc Blk,Hollow - Ext (0.278) 1.0/0.0 433 5.83 .. • 2522•34" 7 Conc Blk,Hollow - Ext (0.278) 1.0/0.0 420 5.83 2449.gtt&: 8 Conc Blk,Hollow - Ext (0.221) 1.0/0.0 352 4.65 1634 Btuh Wall Total 4338 s ft 24880 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Wood - Exterior, n (0.460) 27 9.7 258 Btuh 2 Wood - Exterior, n (0.460) 20 9.7 193 Btuh 3 Wood - Exterior, n (0.460) 40 9.7 386 Btuh 4 Wood - Exterior, n (0.460) 40 9.7 386 Btuh 5 Wood - Exterior, n (0.460) 40 9.7 386 Btuh 6 Wood - Exterior, n (0.460) 40 9.7 386 Btuh 7 Wood - Exterior, n (0.460) 40 9.7 386 Btuh 8 Wood - Exterior, n (0.460) 20 9.7 193 Btuh Door Total 267 s ft 2576Btuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Vented Attic/D/Shing (0.049) 19.0/0.0 2086 1.0 2147 Btuh 2 Vented Attic/D/Shing (0.049) 19.0/0.0 2021 1.0 2080 Btuh Ceiling Total 4107 s ft 4228Btuh EnergyGauge® / USRCZB v4.0 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: 548 Grand Concourse Abess Residence Miami Shores, FL 33138 Building Type: User 11 /11 /2015 Floors Type Ueff. R-Value Size X HTM= Load 1 Stem/CraWsp(Wood)(v) (0.052) 19.0/0.0 2086.0 sgft 0.9 1799 Btuh 2 Interior (0.052) 0.0 2021.0 sgft 0.0 0 Btuh Floor Total 4107 s ft 1799 Btuh Envelope Subtotal: 48126 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Natural 0.63 45230 1.00 474.4 10956 Btuh Duct load (DLM of Mixed ducts) 7951 Btuh All Zones Sensible Subtotal All Zones 67033 Btuh OLE HOUSE TOTALS '• • Subtotal Sensible Heat Loss • : : • 67031 Btuh Totals for Heating Ventilation Sensible Heat Loss • • 0 0 • O Pt� h Total Heat Loss .....67033 BtWh EQUIPMENT • • • • 1. Electric Strip Heat 35000 Btuh 2. Electric Heat Pump # 35000 Btuh Key: Window types - NFRC (Requires U-Factor and Shading coefficient(SHGC) of glass as numerical values) or - Glass as'Clear' or'Tint' (Uses U-Factor and SHGC defaults) U - (Window U-Factor) HTM - (ManualJ Heat Transfer Multiplier) EnergyGauge® / USRCZB v4.0 Page 2 BRAN �pl� RM52000 SERIES (RANGEMASTER"'� RANGE HOOD Awall-mounted chimney hood with sleek, graceful, hand -rolled curves that is engineered to meet the requirements of today's conventional appliance and kitchen styles. FEATURES • Professional style design • 430 Stainless Steel #4 Brushed construction • Wall mount installation • Seamless corners for easy cleaning • Ducted/non-ducted telescopic flue - fits 8 ft. to 9 ft. ceilings • 6" round duct connector/backdraft damper • 370 cfm centrifugal blower • Three -speed slide control • Dual halogen lighting (2 x 20 Watt, Type JC 12V 20W G4 Base - bulbs included) • Dishwasher -safe aluminum filter features a quick -release latch and professional style appearance • Available sizes: 30', 36, 42" • Heat SentryTm - automatically turns blower to high speed when excess cooking heat is detected OPTIONS • Replacement grease filters available • Non -ducted recirculation kit (Model RRK51) • Replacement charcoal filter (Model FILTERSQUARE) • Flue Extension for 10 ft. ceiling Model RFX5204 (ducted applications), Model RFXN5204 (non -ducted applications) (35-1/16" long) SPECIFICATIONS VOLTS AMPS CFM SONES DUCT 120 2.63 370 7.0 6"round c9us SPECIFICATION SHEET TYPICAL SPECIFICATION Range hood shall be Broan Model RM52000. Unit shall be for indoor use only. Unit shall be convertible between ducted (using a washable aluminum filter) and non -ducted (using a Wirglation kit). Motor to be permanently lubricaiecd • • • • • • Unit shall have three -speed fan.switc A and sioaraNight switch! Sides shall be mitered and j tQpti edge he *med - wi"AQ • • sharp edges. • Air delivery shall be no less"$W W0 CF6 • •: • Unit shall be U.L. and ...... . • • cUL listed. fo-f.�6'8+15116' •••••• •••••• HVI-2100 CERTIFIED RATINGS comply with new ® r . testing technologies and procedures prescribed by the Home Ventilating Institute, for off -the -shelf HVI products, they are available consumers. Product performance static is rated at 0.1 in. static pressure, based ontests conducted in a state-of-the-art test laboratory. CERTIFIED sonesareameasureofhumanly-perceived loudness, based on laboratory measurements. Broan-NuTone LLC Hartford, Wisconsin www.broan.com 800-558-1711 Broan-NuTone Canada, Inc. Mississauga, Ontario www.broan.ca 877-896-1119 I REFERENCE I QTY. I REMARKS I Project I Location Architect Engineer Contractor Submitted by Date 90M 99043164E A ti RM52000 SERIES WIRING 1 8„ I " CENTERLINE OF HOOD & DUCT I RM52000 SERIES MOUNTING WOOD CROSS SUPPORT — SECURED TO FRAMING AND LOCATED BEHIND DRYWALL DRYWALL CEILING I DUCT HEIGHT METHOD 8FEET I DUCTED NONDUCTED NONDUCTED 10 FEET DUCTED OR NON -DUCTED (SEE NOTE 2) I I I I I I I I I I I FRAMING BEHIND WOOD CROSS SUPPORT 120-VOLT, 60 HZ, GROUNDED WALL OUTLET OFFSET FROM DUCT CENTER LINE (STAY WITHIN 8" DIMENSION) HOOD DISTANCE ABOVE 36" HIGH COOKTOP (SEE NOTE 1) 24" I 25" I 26" ' 27" I 28" I 29" MOUNTING BRACKET LOCATION ABOVE 36" HIGH COOK TOP 38" 1 39" 40" 41" 42" 43" - - -- 38" 1 39" 40" 41" BR.��� �� 40" 1 41" 1 42" 1 43" (RANGEMASTER- byBroan-NuTone Broan-NuTone LLC Hartford, Wisconsin www.broan.com 800-558-1711 Broan-NuTone Canada, Inc. Mississauga, Ontario www.broan.ca 877-896-1119 19" - 22" 30" .... ...... •.... •••••• • • • , • • • • • • • . • 0 • • • MOUNTING BRACKET LOCATION (ABOVE 36" HIGH COOKTOP) 44" NOTES: 1. Minimum hood distance above 44" cooktop must not be less than 24". A maximum of 30" above the 44„ cooktop is highly recommended for best capture of cooking impurities. Distances over 30" above the cooktop are at the installer's and user's discretion - providing that ceiling height and flue length permit. 2. Requires optional 10-foot flue extension model RFX5204 (ducted) or RFXN5204 (non - ducted). PROJECT: 548 GRAND CONCOURSES MIAMI SHORES, FL Bp Denis k. Solano. P. E. - P.E. #: 56902 ' ' • S.1. #: 2046 """ o. " ...... ...... C.O.A. 00009095 """ ...... ...... .... ..... .... .... ...... go DENIS K. SOUND, • P.E. ASSUMES RESPONSIBILITY FOR BOTP TIANU#k • AND ; • • • • COMPUTER GENERATED CALCULATIONS (1-4) ' • •' SolVer Structural Partnership, Inc. 950 NW 22nd AVENUE MIAMI, FLORIDA 33125 (305) 643-8699 PHONE (305) 643-8692 FAX WWW.SOLVERSP.COM 167 I N 0 SolVer Structural Pa-rtnership3 Inc, Consulting Structural Engineers Design • Inspections • Investigation • Reports 1 Partnership, In L �uv . WW 1A . ...,. • • ..•••. . ...... .:.. ..... It$ + I + ..�a + Sd fF x + i �6 ��� } �3�c I� 4 Co (� �sl i�• ?rlo ��' + I 6. 950 NW 22nd Ave • Miami, Florida 33125 • PhonA(305)643-8 99 • Fax: (3 U-8 P- e -Mail: info@solverstructural.com• Y-e 1 A ° Z Title : Job # Dsgnr: Date: 3:51PM, 9 MAR 16 Description Scope: User. K-2003 E E VeLC En, veering 03 Concrete Rectangular $ Tee Beam Design Page 1 (c)1583-2003 ENERCALC Engineering Software Description Check existing 8x16 tb for new 5.6 ft opening General Information Code Ref: ACI 318-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Span 5.60 It fc 3,000psi Depth 16.000 in Width 8.000 in Fy 60,000 psi Concrete Wt. 145.0 pcf Seismic Zone 0 End Fixity Pinned -Pinned Beam Weight Added Intemally Live Load acts with Short Term Rebar @ Center of Beam... Rebar @ Left End of Beam... Rebar @ Right End of Beam... Count Size 'd' from Top Count Size 'd' from Top Count Size 'd' from Top #1 2 5 13.50in #1 2 5 2.50 in #1 2 5 2.50 in Load Factoring Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. • Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 ; • * • ' Uniform Loads �••••• •• •0 Dead Load Live Load Short Term tea End #1 0.651 k 0.236 k • k • 00x9 ft • 5V900 ft Summary Beatn�beaign Span = 5.60ft, Width= 8.00in Depth = 16.00in ..'..' Maximum Moment: Mu 5.15 k-ft • • • Allowable Moment: Mn*phi 35.12 k-ft Maximum Deflection ' i0026 -• • o: • Maximum Shear: Vu 3.41 k • • • Max Reaction @ Left • • • : 2.84 k . • • • AAowable Shear: Vn*phi 28.42 k Max Reaction @ Right 2.84 lc • • 0 Shear Stirrups... Stirrup Area @ Section 0 in2 Region 0.000 Max. Spacing CotReq'd of Req'd Max Vu of Req'd of Req'd N eq'd Not Req' t Rea'd i - 1 Bending & Shear Force Summary Bending... Mn*Phi @ Center 35.12 k-ft Mu, Eq. C-1 Mu, Eq. C-2 Mu, Eq. C-3 @ Left End 3.91 k-ft 5.15 k-ft 3.86 k-ft 2.75 k-ft 0.00 k-ft 0.00 k-ft 0.00 k-ft @ Right End 3.91 k-ft 0.00 k-ft 0.00 k-ft 0.00 k-ft Shear... Vn*Phi @ Left End 28.42 k Vu, Eq. C-' Vu, Eq. C, Vu, Eq. C-4 _ @ Right End 28.42 k___ 3.41 k 2.56 k 1.82 k 3.38 k 2.54 k 1.81 k Deflection Deflections... Upward Downward DL + [Bm Wt] 0.0000 in DL + LL + [Bm Wt] 0.0000 in at 5.6000 ft -0.0020 in at 2.8000ft DL + LL + ST + [B►n Wt] 0.0000 in at 5.6000 ft-0.0026 in at 2.8000ft at 5.6000 It -0.0026 in at 2.8000ft Reactions... (CD Left (off Right 2.184 k DL + LBL + Bm] Wt] 2.844 k 2.844 k DL + LL + ST + [Bm Wt] 2-844 k 2.844 k .••••. • • Title : Dsgnr: Description Scope: User: K-2003E E VerrJ.En rtDecgSo Concrete Rectangular & lee Beam design (c)1983-21x)3 ENERCALC Engineering Software Description Check existing 8x16 tb for new 5.6 ft opening Job # Date: 3:51 PM, 9 MAR 16 Page 2 [Section Analysis -- Evaluate Moment Capacity... Center Left End Right End X : Neutral Axis a = beta ' Xneutral 2.145 in 1.823 in 1.640 in 1.640 in Compression in Concrete 37.194 k 1.394 in 28.438 k 1.394 in 28.438 k Sum [Steel comp. forces] 0.000 k 0.000 k 0.000 k Tension in Reinforcing -37.200 k -28.286 k -28.286 k Find Max As for Ductile Failure... X-Balanced Xmax = Xbal ' 0.75 7.990 in 5.992 in 1.480 in 1.4796 in a -max = beta " Xbal 6.791 in 1.110 in 1.258 in 1.110 in 1.258 in Compression in Concrete Sum [Steel Comp Forces] 103.907 k 19.242 k 19.242 k Total Compressive Force 0.000 k 103.907 k 0.000 k 19.242 k 0.000 k AS Max = Tot Force / Fy 1.732 in2 0.321 in2 19.242 k 0.321 in2 Actual Tension As 0.620 OK 0.000 OK 0.000 OK• • dditional Deflection Calcs �_. • .... ..... Neutral Axis Igr [cracked 3.750 in 2,730.67 in4 Mcr Ms:Max DL + LL • • • , .1.1.68 k- . • • • • 98 k-ft • • •.• • • Elastic Modulus ' 688.10 in4 3,122.0 ksi R1 = Ms:DL+LL /Mcr ( ) Ms:Max DL+LL+ST • •2.934 "' • $.98 k-Q • • • • • • Fr = 7.5 rc^.5 Z:Cracking 410.792 psi � ... R2 = (Ms: DL+LL+ST)/Mcr • • • 2.934 • • • • • • Z:cracking > 175 : No Good! 0.000 Win Leff... Ms(DL+LL) Leff... Ms(DL+LL+ST) • .'4130 667 in4 • • • • • • • : • • 0 Eff. Flange Width 8.00 in 67 in4 .... • • • • • • ACI Factors (per ACI 318-02, applied internally to entered loads) • • • ACI G-1 & C-2 DL 1.200 ACI C-2 Group Factor 0.750 Add"1 "1.4" Fi r for S ismic 1, ACI G1 & C-2 LL 1.600 ACI C-1 & C-2 ST ACI C-3 Dead Load Factor 0.900 Add"I "0.1"Fadbr for SgWIC • , • .. 0.9b0 ' 1.700 ACI C-3 Short Term Factor 1.300 • • • ....seismic = ST' : 1.100 Title : Job # Dsgnr: Date: 3:51 PM, 9 MAR 16 Description Scope: Rev: 5800-00 User: KW-0605358, Ver 5.8.0, 1 -Dec-2003 Concrete Rectangular & Tee Beam Design Page 3 (c)l 983-2003 ENERCALC Engineering Software Description Check existing 8x16 tb for new 5.6 ft opening 5." 0,56 VAT IM-124 2-W-316-3.w- 414-8-5-04 -5.60 Z-:-M,-d. j316 CLOD r MuMu = 415k-ft — Dmax = 0.0026in 419 - --------- Rmax Rmass 2 544k 19 ---- ------- -- W-Max ='3.413k Vu max AlMIdesnber ift) S :E-W ---- --- Shear L*W Location AW 3,36 3.92 -75.80 5:M ------- _ - T 0.56 RM*mbef_(M____ F:wl Z80, - M 5.04 5.60 3.48 3.09 -4- z5_7 Z. 16 �7" TF Location A" Member (ft) didb Location AWM Member 00 bar Beam Sketch Stresses for ACI C-1 Combination StreAsleg Ior*ACl C-2 Combinatiol 0 0 0 6 68-1-24-2 66-3-3-63 92 -4.4-86-0-4 2:863 5.80 W-136- -- -- t7 --j - 049-600. ��55 -, 0: ZZ5 60 72�Nif * -3-6 .W 4 O.W 0.00 irk. j- a I 4� T- Vij 1,12 "8 2. -517% .9.2--4 3 W-W Al 4- 3.58 3.19• 7 7_110 Shear Load (k)_ Location 7-39-1 1.99 59 48- 560 0. -A, :4, W -000 '0.0-s:--T ---- -- 0 40 0 40-:00 & DO AOD -0.00 8L ILocation AIGN Member (ft) Local be� (vo Location Abr* jlas�t-W Fft)' ------ Stresses for AC C-3 Combination Stresses for Service Dead + Live Local y Dellection " Location Moog; Mensim M Loads Stresses for Dead+Live+Short Term Loads March 31, 2016 City of Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores Village, FL 33138 Re: Abess Residence Renovation 548 Grand Concourse, Miami Shores, Florida Permit No. RC15-2339/REV16-632 To Whom It May Concern: Please accept this letter detailing the responses to the plan review comments for the Construction Documents on the subject referenced project as noted below. Where applicable signed and sealed revised documents with all changes clouded will be submitted accordingly. The revisions are as follows: Mechanical dated 03/31/2016: Reviewer: Jan Pierre Perez: Comment: Missing Kitchen hood from revised plan, why are there now two M-1 sheet SAME COMMENTS. Response: Please note attached is the Florida Building Code Section 505.2 as well as the specification of the hood whidh is being used that does not exceed 600CFM. Thank you forle time you have given us regarding this residence... please feel free to contact me should you need any a ditional information. Very Truly Yours Steven L. Cohen, A.I. . President . ......... . .. ... .. . . . .. . ... ... . . . . . . . . . . . . . .. . . . . . . . . .. . . ... ... . 2300 West Samples Mat . !ZAi0� Z 14 e8r4ano $each, FL 33073 Tel. 954.171.10 IAI4AN'W s-archtecis.com . .. .. . . . .. .. REGISIWATVONKR006809 140R10 4i 01., 4260:1642 EXHAUST SYSTEMS 504.8 Common exhaust systems for clothes dryers located in multistory structures. Where a common multistory duct system is designed and installed to convey exhaust from mul- tiple clothes dryers, the construction of the system shall be in accordance with all of the following: 1. The shaft in which the duct is installed shall be con- structed and fire -resistance rated as required by the Florida Building Code, Building. 2. Dampers shall be prohibited in the exhaust duct. Pen- etrations of the shaft and ductwork shall be protected in accordance with Section 607.5.5, Exception 2. 3. Rigid metal ductwork shall be installed within the shaft to convey the exhaust. The ductwork shall be constructed of sheet steel having a minimum thick- ness of 0.0187 inch (0.4712 mm) (No. 26 gage) and in accordance with SMACNA Duct Construction Stan- dards. 4. The ductwork within the shaft shall be designed and installed without offsets. 5. The exhaust fan motor design shall be in accordance with Section 503.2. 6. The exhaust fan motor shall be located outside of the airstream. 7. The exhaust fan shall run continuously, and shall be connected to a standby power source. 8. Exhaust fan operation shall be monitored in an approved location and shall initiate an audible or visual signal when the fan is not in operation. 9. Makeup air shall be provided for the exhaust system. 10. A cleanout opening shall be located at the base of the shaft to provide access to the duct to allow for clean- ing and inspection. The finished opening shall be not less than 12 inches by 12 inches (305 mm by 305 mm). 11. Screens shall not be installed at the termination. 12. The common multistory duct system shall serve only clothes dryers and shall be independent of other exhaust systems. SECTION 505 DOMESTIC KITCHEN EXHAUST EQUIPMENT less range hoods shall not be required to discharge to the outdoors. 2. Ducts for domestic kitchen cooking appliances equipped with downdraft exhaust systems shall be permitted to be constructed of Schedule 40 PVC pipe and fittings provided that the installation com- plies with all of the following: 2.1. The duct shall be installed under a concrete slab poured on grade. 2.2. The underfloor trench in which the duct is installed shall be completely backfilled with sand or gravel. 2.3. The PVC duct shall extend not more than 1 inch (25 mm) above the indoor concrete floor surface. 2.4. The PVC duct shall extend not more than I inch (25 mm) above grade outside of the building. 2.5. The PVC ducts shall be solvent cemented. 505.2 Makeup air required. Exhaust hood systems capable of exhausting in excess of 400 cfm (0.19 m3/s) shall be pro- vided with makeup air at a rate approximately equal to the exhaust air rate. Such makeup air systems shall be equipped with a means of closure and shall be automatically controlled to start and operate simultaneously with the exhaust system. Exception: In a single-family dwelling, make-up air is not required for range hood exhaust systems capable of 1 exhausting: 1 (a) Four hundred cubic feet per minute or less; or 1 (b)• More than 400 cubic feet per minute but no mote dl than 800 cubic feet per minute if there are no grav- ity vent appliances within the conditioned living 1 space of the structure. 1 U__ SECTION 506 COMMERCIAL KITCHEN HOOD VENTILATION SYSTEM DUCTS AND EXHAUST EQUIPMENT 506.1 General. Commercial kitchen hood ventilation ducts and exhaust equipment shall comply with the requirements of this section. Commercial kitchen grease ducts shall be designed for the type of cooking appliance and hood served. 505.1 Domestic systems. Where domestic range hoods and domestic appliances equipped with downdraft exhaust are 506.2 Corrosion protection. Ducts exposed to the outside located within dwelling units, such hoods and appliaages atr%pspterg o r� subject to a corrosive environment shall be shall discharge to the outdoors through sheet metal ducts coo- '.;prptT t V against corrosion in an approved manner. strutted of galvanized steel, stainless steel, aluminum or cd;- ; :5&.1 Buets serving Type I hoods. Type I exhaust ducts per. Such ducts shall have smooth inner walls, slta'll b8'atr "shall be independent of all other exhaust systems except as tight, shall be equipped with a backdraft damper, and shall be provided in Section 506.3.5. Commercial kitchen duct sys- independent of all other exhaust systems. ... ...tents serving Type I hoods shall be designed, constructed and Exceptions: • • installed is • accordance with Sections 506.3.1 through • •• ••59n3.1'3.3 1. Where installed in accordance with tie manufac- • • . 000 turer's installation instructions and where mechani- 506.3.1 Duct materials. Ducts serving Type I hoods shall cal or natural ventilation is otherwise provided in • be constructed of materials in accordance with Sections accordance with Chapter 4, listed and labeVd duct- . . 56t.` I I and 506.3.1.2. . .. .. . .. .. 5.10 " • • • '. LO1;0A BUILDING CODE— MECHANICAL, 5th EDITION (2014) PH48G5 27-INCH DEPTH WALL HOOD (48-INCH WIDTH) PROFESSIONAL SERIES aS42-inch model PH42GS shown Three fan speeds Auto function senses heat from the cooking surface and adjusts fan speeds Powerfully Quiet ventilation systems Extended capture area ensures removal of smoke and odor Built-in 'Clean Filter' reminder light illuminates after 40 hours of operation 27" depth hood is a perfect companion to the Pro Grand Professional Range 25 ft. Blower Connector Cable - EXTNCB25 For use with the following Inline and Remote Blowers: VTR630P, VTR1030P, VTR1330P, VT1610P, VTI1010P Roofplates RFPLT600P - For use with 600 CFM Remote Blower VTR630P RFPLT1000P - For use with 1000 CFM Remote Blower VTR1030P and 1300 CFM Blower VTR1330P 48" W Keep -Hot Shelf KHS48QS 48" W, 6" H Stainless Steel Duct Cover DC48US _ Y 48" W, 12" H Stainless Steel Duct Cover DCT48US 48" W Stainless Steel Backsplash PA48JBS Roof Jack and Transition RJ310 10" Wall Cap WC10 Thermadef* REAL INNOVATIONS FOR REAL COOKS' PROPERTIESGENERAL Operating Mode Ducted Maximum CFM N/A _ v Number of Speed Settings _ 3-Stage Motor Location Blower (Sold Separately) Number Of Lights 4 Bulb Type 40 W - G9 Base Total Power Of The Lamps (W) 160 W Damper Included Yes Grease Filter Material Washable Stainless Steel Grease Filter Type DETAILSTECHNICAL Commercial -Style Baffle Watts (W) N/A Current (A) 15; 20 A volts (V) 120 V Frequency (Hz) 60 HZ — Plug Type DIMENSIONS: WEIGHT 120V-3 Prong —~ Overall Appliance Dimensions (Width Of Canopy Included) (HxWxD) (in) 18" x 47 15/16" x 27" Required Distance Above Cooktop / RangeJ Cooking Surface 30" / 30" Diameter of Air Duct (in) Top 10" Diameter of Air Duct (in) Back 1 W Net Weight (Ibs) ACCESSORIES• r 98 Ibs •• ••• • • •• • • • • ••• • •• ••• GO: • • • •• • ••• ••• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • •• • • ••• ••• • ••• • • • • ••• • • • i • ia9R� Of 6 • • • • • •• •• • • • •• •• ••• • • • ••• • • Blower (Sold Separately) BLOWER• • Remote Blower (Mounted to Roof or External Wall) VTR630P - 600 CFM VTR 1030P - 1000 CFM VTR 1330P - 1300 CFM Inline Blower (Mounted Between Kitchen and External Wall) _VT1610P - 600 CFM VTI1010P - 1000 CFM Integrated Blower (Mounted in Hood) VTN630N - 600 CFM j VTN1030N - 1000 CFM •Limijed 1�ar�anty Parts And Labor 2 Year 11 / 15 April 7, 2016 City of Miami Shores Village Building Department 10050 N.E. 2"d Avenue Miami Shores Village, FL 33138 Re: Revised Construction Documents Revision #2 dated 04/07/2016 To Whom It May Concern: Please accept this letter detailing the modifications to the Construction Documents as noted below. Where applicable signed and sealed revised documents with all changes clouded will be submitted accordingly. The revisions are as follows: Architectural A-1: Notes added to document existing bathroom window clear opening for ventilation versus code required area for compliance. Electrical E-1: Drawings revised to remove exhaust fans from bathroom areas. E-2: Dra*ings revised to remove exhaust fans from bathroom areas. Please feel froe to contact me should you need any additional information. Very Truly Yo Steven L. CcYnen, A.I.A. President 2300 West Sample Road . Suite 214 Pompano Beach, FL 33073 Tel.954.971.1010 . www.slcarchitects.com REGISTRATIONAR006819 I CORPORATIONAA26001642 9 � /I IS-DA 1 A.S.D. Consulting Engineers, Inc 17320 S.W. 142NO PL MIAMI. FL 33177 PHONE 1786) 351 3663 FAX (786) 479 6950 WW W.AS000NSENG.COM STRUCTURAL CALCULATIONS PROJECT NAME: ABBESS RESIDENCE STAIRCASE NEW SUPPORT TOTAL OF PAGES: 8 Fer o cue, P.E. 3/ Fernando »RE License NQ 65521 S T R U C T U R A L I 100 >-, I -zoo ...... .... ASD CONSULTING ENGINEERS jkfie = Jobs Z 4705 SW 143 AVENUE fin: Date: MIAMI, FLORIDA 33145 Description: R , Description Beam l _Timber Member Information 2-WO Timber Section 2-2x18 Beam Width in 3.000 Beam Depth in` 9.250 Le: Unbraoed Length it 0.00 Timber Grade AM, Not Fb - Basic Allow psi; 1,050.0 Fv - Basic A ow psi; 175.0 Elastic Modulus Icsi 1,600.0 Timber Beam & Joist Page 1 Load Duration Factor 1.000 Member Type Sawn Repetitive Status No Center Span Data --- — -- ---- ---- —---- - Span ft' 10.67 Point #1 DL lbs 300.00 LL lbs' 1,200-00 @ X it; 7.670 Results Ratio = 0.7825 --- —-------- ------ i Mmax @ Center in-k � 38.66 @ X = ff 7.64 fb : Actual psii 903.8 Fb : Albwable psi.= 1,155.0 Bending OK fv : Actual psi? 58.3 Fv : Allowable psi, 175.0 I Shear OK Reactions @ Left End DL LL Max. DL+LL @ Rght End DL LL Max. DL+LL Ibs�84.35 lbs i 337.39 lbs i 421.74 lbs 215.65 lbs 862.61 lbs ; 1,078.26 Deflections----- — ------ -----------.:—.-..---- _ _-, ...... Center DL Dell in -0.032 • • • • • • • • • • L/DeflRatio 4,038.2 .••••• •• • ••:••• Center LL Dett in ; -0.127 • . .. • • • • • • • • • L/Dell Ratio 1.009-5 .. • ... . • Center Total Dell in i, -0.159 : • : • • • • • • :. Location ft 5.933 • • • • • L /Deft Ratio 807.6 • • • • • • • • • (c) 1983-98 ENERCALC KW-0600, Ver 5.0.6, 15-Jul-1998, Win32 VI •••••• •• •• • • • 0 0 ASD CONSULTING ENGINEERS 'Fide = Job # 4705 SW 143 AVENUE DWG Date: -MIAMI, FLORIDA 33145 Description Scope: ------ ------ - Timber Beam & Joist Paw i Description Beam Timber Member- Information 2-2X4 Timber Section 2-2Z4 Beam Width in 3.000 Beam Depth in 3.500 Le: Unbraced Length ft 3.00 Timber Grade :;Oe�hean Pkw, 14k).2 Fb - Basic Allow psi, 1,500.0 Fv - Basic Nlow 1:04 175.0 Elastic Modulus ksi 1,600.0 Load Duration Factor 1-000 Member Type Sawn Repetitive Status No Center Span Data fti 3-00 Dead Load #/it 100.00 Live Load #11t. 400.00 Results Ratio = 0.4947 Mmax @ Center in-kj 6.75 @X= ft'' 1.50 fb : Actual psi, 1,102.0 Fb: Allowable psi, 2,242-1 Bending OK tv : Actual psi; 86.6 .g Fv: Allowable psi i 175-0 1 Shear OK Reactions @ Left End DL lbso LL lbs Max. DL+LL lbs @Right End DL lbs LL lbs I Max. DL+LL lbs. Deflections Center DL Dell L/Defl Ratio Center LL Dell L/Defl Ratio Center Total Dell Location L/Defl Ratio 150.00 600.00 750.00 150.00 600.00 750.00 -0.011 3.387-7 -0-043 846.9 -0.053 1.500 677.5 9 2 (c) KW-0600, Ver 5.0-6,15-Jul-1998, WM32 ./-a ` /00 - z - - anr-) P .... . .... . .. ...... .... ...... • .... . . ...... .. .. .. . . 0000 .0 ASD CONSULTING ENGINEERS 4705 SW 143 AVENUE MIAMI, FLORIDA 33145 Description Beam Timber Member Information Title: Job # Osgnr Date: Description Timber Beam & Joist Page I 2-2X4 - Timber Section 2-U4 Beam Width in 3.000 Beam Depth in, 3.500 Le: Unbraced Length a, 3.00 Timber Grade Cau an PrM, W.2 Fb - Basic Allow Pa 1,500.0 Fv - Basic Allow psi 175.0 Elastic Modulus lksi 1,600.0 Load Duration Factor 1.000 Member Type Sawn Repetitive Status No Center Span Data Span ft! 3.00 Dead Load #/ft: 75.00 Live Load 4 #/ft 300.00 Results Ratio = 0.3710 Mmax @ Center in-k' 5.06 @X= ft, 1.50 fb : Actual psi 826.5 Fb: Allowable psi, 2,242.1 Bending OK fv Actual psi; 64.9 Fv Allowable psi 175.0 Shear OK Reactions @ Left End Itis, 112.50 a- LL lbs, 450.00 Max. DL+LL lbs; 562.50 @Right End DL Itis, 112-50• LL Itis 450.00 • eggs 0*09:0 Max. DL+LL lbs 562.50 Deflections Center DL Defl in -0.008 0000 LIDO Ratio 4.517.0 •0000 • Center LL DO in -0.032 0:0 0: 0 9:09 L/Deff Ratio 1,129.2 go 000*00 0 9 0 0 0 : 0 Center Total Defi in, -0-040••• 0 00 Location ft � 1.500 L/Deft Ratio 903.4 :0 0 0 :0 (c) 19V-96-ENERCALC KW-0600, Ver 5.0.6,15-Jul-1998, Win32 9 ets�- / P27 OA f j 2 2X lo' I ^j �YGx V ::::z 7�S0 f 2 - l2/2 il - i - `L Y` r 2rz� ` 2 v �f_ 2'riCj, LZY2:Y3% .l- (24 /�//y A$ ..t C'p2L L,,,4C4A6 • • .Y.• .•••.i .'Sf�' V Y • • .... ... ...... 00 . . . . ...•.• / C000:00 ••.l.. • 06 0 ,a : V= 121 = 606 -A .I-LCp"J L. � � .n�v L . v.,, •••• • • • • •••• • • • •••••• •• •• • • • •••••• •• of •• • •••••• • •••••• • • • • • • elpeo • •