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RC-17-2677 Permit NO. RC-1 1-17-2677 ....... 1,, Miami Shores Village Permit Type:Residential Construction 10050 N.E.2nd Avenue NE Work Classification:Alteration Miami Shores,FL 33138-0000 ' � 't Permit Status:APPROVED Phone: (305)795-2204 issueoatw 12/1812017 Expiration: 06/16/2018 Project Address Parcel Number Applicant 575 NE 95 Street- 1132060140760 Miami Shores, FL Block: Lot: THOMAS N CONWAY Owner Information Address Phone Cell THOMAS N CONWAY 575 NE 95 Street (786)218-2757 MIAMI SHORES FL 33138- 575 NE 95 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 28,000.00 AA MASTERS CONSTRUCTION DEVE (305)244-0667 Total Sq Feet: 2271 Approved: In Review Available Inspections: Comments: Inspection Type: Date Approved: :In Review Fill Cells Columns Date Denied: Final PE Certification Type of Construction:RENOVATION OF EXISTING BATHF Occupancy:Single Family 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:Yes Certificate Status: Review Planning Certificate Date: Additional Info: Review Electrical Bond Return Classification:Residential Review Electrical Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Review Building Bond Type-Owners Bond $500.00 Invoice# RC-11-17-65617 Review Structural CCF $16.80 Review Structural CO/CC Fee $50.00 12/18/2017 Check#: 1533 $ 1,519.80 $200.00 Review Mechanical DBPR Fee $12.60 11/09/2017 Check#: 1481 $200.00 $0.00 Review Plumbing DCA Fee $8.40 Bond#:3595 Education Surcharge $5.60 Permit Fee $840.00 Plan Review Fee(Engineer) $120.00 Plan Review Fee(Engineer) $120.00 Scanning Fee $24.00 Technology Fee $22.40 Total: $1,719.80 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. tlae, OWNERS AFFIDAVIT: I certify that al g foreg formation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futher 1,�Aori contra to do the work stated. December 18, 2017 Authorized Slignatur-d-IrwiT�e—r0ric-anf- Contractor Agent Date Building Department Copy December 18, 2017 1 RECE �l Miami Shores Village Nov 09 2 i6jBuilding Department - l \ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 n Tel:(305)795-2204 Fax:(305)756-8972 ,N \ INSPECTION LINE PHONE NUMBER:(305)762-4949 l l FBC 20 ( 'q BUILDING Master Permit No.R.CI*- PERMIT APPLICATION Sub Permit No. ILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION []RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PU,BLIC WORKS [:] CHANGE OF ❑ CANCELLATION ❑ SHOP pp �j � CONTRACTOR DRAWINGS JOB ADDRESS: ,1 `' 5T- -- CiW Miami Shores County: Miami Dade Zip: Folio/Parcel#: V-32f1-0//t(— Q-7 (D Is the Building Historically Designated:Yes NO X— Occupancy Type: 9A OA Load: Construction Type: Flood Zone: BFE: �tFFFE: OWNER: Name(Fee Simple Titleholder): 71041_5 60 yV R y Phone#: 7 `L 1T S 7 Address: City: 142 &14Z 4,40 A 0 S State: /1::::'z_ Tenant/Lessee Name: Phone#: Email: C CONTRACTOR:Company Name: Address: 1( 5654 '5W .16)S -r-a5!ti'I dC G JAIT T City:_ .i 1Y 7�r_ State: FL_ Zip: Qualifier Name: FGX be A (4- Phone#: �052��1 O 6G 7 State Certification or Registration#: Gf C-G 1 5 2.5`L,f f Certificate of Competency#: DESIGNER:Architect/Engineer: J�I�� • /�� LL Phone#:�O�gz,5 Lf Address: 5 9 L<u ! 'w 63 �✓ City: 50j-1 State: I%4 Zip: -J:11191 02 S Value of Work for this Permit:$ �2 8400 Square/Linear Footage of Work: 7'� Type of Work: ❑ Addition F41 Alteration ❑ New ❑ Repair/Replace / ❑ Demolition Deri tion of Work: t-JJ,9✓A 7 ,fa/ m r' Fx,TS71 G a P7- / mD rI �%U� .QJ � . T A IC-RtXO`lcpr of AJ J?-7-r-- 63 M9491_6A 111 VT rV-AlaL RFCCE 5JEEP L�;NTf Specify color of color thru tile: ' Submittal Fee$ !� 'v' 00 Permit Fee$ 9 00 CCF$ k(O ' 90 CO/CC$ . Scanning Fee$ 9-4 -00 Radon Fee$ R• 'L t C DBPR$ Notary$_- Technology Fee$ 221 -40 Training/Education Fee$ J-Go Double Fere-$_ Structural Reviews$ i�•� (�. Bond$ TOTAL FEE NOW DUE$ I 0M • Gam_ (Revised02/24/2014) r ; Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement 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 b pproved and a reinspection fee will be charged. Signature r j e OWNER or AGENT CONTRACTOR The foregoing i strument was acknowledged before me this going instrument as acknowledged before me this day of . OG�0 D - b� 20 /» by day of 20 .1 , by �H4hr�S C10-f/U/l44I who ipersonally know to ^!;�j V`� V' �` ,who is personally known to me or who has produced as me or who as s�' 4 A CECIBE identification and who did take an oath. identificatio .Adh` T�� Pb �N#FF166669 MY NOTARY PUBLIC: NOTARY PU °' EXPIRES October 7,2018 _ (407)3g8A/ Ftorid otary ervice.com Sign: Sign: Print: tVO9 T�@r Print: t n� U U MV COMMISSION 0 FF927l62 Seal: ' Ar EXPIRES Oc b*w IS,2010 Seal: u >oeoasa clorie.nol. srw.wn { i i APPROVED BY flans Examiner � Zoning Structural Review Clerk (Revised02/24/2014) T 1 I 40260STATE-OF FLORIDA 1 DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING.BOARD (850)•487-1395 BLAIR STONE ROAD ` TALLAHASSEE FL 32399-0783 GUERRA, FELIX DE JESUS ' AA MASTERS CONSTRUCTION,DEVELOPMENT AND ENGINEERING, GROUPCO , 15591 SW 105TH TERRACE UNIT 525 k MIAMI FL 33196 i 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 e from architects to yacht brokers,from boxers to barbeque Q " DEPARTMENTp.cBUSIIVESS AND restaurants,and they keep Florida's economy.strong. PROFF-68'10!n {"yytiF"C + ."rxte� 's D ` Every day we work to improve the way we do business in order n to serve you better. For information 0. CGC1525211 IUE "04110/2017 qut our services,please f A to onto www-myflorldalicense.com: There you can find more CERTIFIED GENFAL' QjNTRACTORf information about our divisions and the regulations that impact a GUERRA;FELIX C -ttESUSxS ` 9 you,subscribe to department newsletters and team more about AA MASTERS cbf�&TUB DEVELOPMEN the Department's initiatives. Our mission at the Department is:License Efficiently, Regulate c � _ r• Fairly.We constantly strive to serve you better so that you can -IS'CERTIFIED•uril etha prowl;ons of Cti_439 FS serve your-customers. Thank you for doing business in Florida, � AUG 3t 20,s L17d41000O 92 and congratulations on your new license! n~-'r n M^� �. _ DETACH HERE --- RICK SCOTT, GOVERNOR MATILDE MILLER,INTERIM SECRETARY STATE OF FLORIDA { DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION)NDUSTRY LICENSING BOARD .,. .. CGCi5252t1 �•�; - ' The GENERAL CONTRACTOR Named,below.IS'CERTIFIED .% Underahe,provisions of Chapter 489 FS. Explration,date: AUG 31, 2015 GUERRA; FELIX DE JESUS - AA MASTERS CONSTRUCTION DEVELOPMENT AND ENGIMNNG GROUP CO . ri 0;6975 { Local Business Tax Receipt Miami-Dade County, State of Florida -THIS IS NOTA BILL-DO NOT PAY 7223430 tB: T BUSINESS NAMEMOCATIONI RECEIPT N4. EXPIRES' ' AA MASTERS CONSTRUCTION DEVELOPMENT&EN8VN WADRP 15591 SW 105 TER APT 525 7508035 SEPTEMBER 30, 2018 MIAMI FL 33196 Must he displayed at place of business Pursuant o County Code Chapter 8A•-Ars.9& to OWNER SEC.TYPE OF BUSINESS AA MASTERS coNsTRUCTION DEVEL&EW OMPkdMILDING CONTRACTOR PAYMENT RECEIVED I C/0 FELIX DE JESUS GUERRA PRES CGC1525211 BY TAX COLLECTOR Worker(s) 1 575.00 09/25/2017 CREDITCARD-17-061819 This Local Businoss Tax Receipt Daly confirms payment of the local Busiaoss Tax.The Receipt is not a license, Permil,or a certification of Ilia holder's qualifications,to do business.Holder must compi or nongovernmental regulatory favus slid requirements which apply to Ilia business. y with any governmental The RECEIPT NO.above must be displayed oil till cemmerciai vehiclas-Miem1-Dodo Carlo Svc 80-276, i For mote information,visitgw,lalnmirlLie ggy/{ p f F � � JEFF ATWATER CHIEF FINANICAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES ' DIVISION OF WORKERS'COMPENSATION *'*CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION'LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to'be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 4/14/2017 EXPIRATION DATE: 4/14/2019 PERSON: GUERRA FELIX r FEIN: 814687658 BUSINESSNAME AND ADDRESS: AA MASTERS CONSTRUCTION DEVELOPMENT AND i ENGINEERING GROUP CORP } r r 15591 SW 105TH TERRACES APT 525 MIAMI FL 33196 SCOPE OF BUSINESS OR TRADE: Licensed General Contractor Concrete Work Incidental To Concrete Construction In The Construction Of Private Connection With Bridges or Residence Culverts IMPORTANT:Pursuant to Chapter 440.05 14,F.S.,an officer of a p ( ) corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S-,Certificates of election to be exempt...apply only within the scope of the business or trade listed on the'notice of election to be exempt.Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if,at any time after the filing of the notice or the issuance of the certificate,the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. y 9 DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 ' r r + I 7* arae Avila Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer-is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor,part-time ployees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will beth only person to ed to:work on your project.In these circumstances,Miami Shores Village does not require verification of workers' compe tion 'nsurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING LO YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owner State of Flo a County of Miami-Dade The foregoing was acknowledge before me this day of �(" (��11f��r 201-7. By ©✓'�°�S C�.0 W y who is personally known to me or has produced as identification. Notary: WASHINGTON 0 SCARANO SEAL: :� •? MY COMMISSION#FF927882 EXPIRES October 15.2019 opnn",53 F widaNW,"SeMu.=- t: F . COMPANY LETTER HEAD i DATE: STATE OF T69 COUNTY OF I: BEFORE ME THIS DAY PERSONALLY APPEARED WHO, BEING DULY SWORN, DEPOSESX.AND SAYS: THAT HE OR SHE WILL BE THE ONLY PERSON WORKING ON THE PROJET LOCATE 'AT: 7 S 16 `l -r4 !C l-t�6 t a 76 i NIRA CfOR SIGNATURE SWORN TO (OR AFFIRMED) AND SUSCRIBED BEFOREME THIS&DAY OFth.201a BY S' EWASHINGTON D SCARANOOMMISSION 8 FF92?MPERSONALLY KNOW PIRES OckA w 15,2019Floroom , i { OR PRODUCED IDENTIFICATION TYPE OF IDENTIFICATION PRODUCED .PRINT, TYPE OR STAMP�NAM'E OF NOTARY Property Search Application- Miami-Dade County ,Page 1 of 1 0&MM Aft OFFIlu"I UFTHh' PROPERwl"Y APPRAISER Summary Report Generated On: 11/9/2017 Property Information Folio: 11-3206-014-0760 575 NE 95 ST � Property Address: Miami Shores,FL 33138-2731 t THOMAS N CONWAY Owner MARIA TERESA ANDREU CONWAY X15 Mailing Address 575 NE 95 ST MIAMI SHORES,FL 33138 USA PA Primary Zone 1000 SGL FAMILY-2101-2300 SQ , x , 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY: 1 UNIT Beds!Baths/Half 3/2/1 -' k Floors 1 § Living Units 1 Actual Area 2,295 Sq.Ft x olgi' �� Living Area 2,271 Sq.Ft ATaxable Value Information Adjusted Area 2,200 Sq.Ft Lot Size 10,725 Sq.Ft 2017 2016 2015 Year Built 1948 County Exemption Value $50,000 $50,000 $50,000 Assessment Information Taxable Value 1 $296,999 $289,862 $287,500 Year 2017 2016 2015 School Board Land Value $321,854 $267,952 $257,015 Exemption Value $25,000 $25,000 $25,000 Building Value $164,604 $158,340 $159,558 Taxable Value $321,999 $314,862 $312,500 XF Value $550 $550 $440 City Market Value $487,008 $426,842 $417,013 Exemption Value 1 $50,000 $50,000 $50,000 Assessed Value $346,999 $339,862 $337,500 Taxable Value $296,999 $289,862 $287,500 Regional Benefits Information , Exemption Value $50,000 $50,000 $50,000 Benefit Type 2017 2016 2015 , Taxable Value $296,999 $289,862 $287,500 r Save Our Homes Assessment Cap I Reduction $140,009 $86,980 $79,513 Sales Information Homestead Exemption $25,000 $25,000 $25,000 Previous Price OR Book- Qualification Description Second Homestead I Exemption 1 $25,000 $25,000 $25,000 Sale Page Note:Not all benefits are applicable to all Taxable Values(i.e.County, 08/21/2017 $611,100 30688-1740 Qual by exam of deed School Board,City,Regional). 04/20/2010 $100 27263-2536 Corrective,tax or QCD;min consideration Short Legal Description 12/01/2002 $333,000 20954-1110 Sales which are qualified MIAMI SHORES SEC 2 PB 10-37 07/01/1995 $123,000 16890-1222 Sales which are qualified LOT 22&W1/2 OF 23 BLK 54 LOT SIZE 75.000 X 143 OR 20954-1110 12 2002 1 COC 24178-3700 012006 5 i The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 11/9/2017 MecaWind Std v2 . 2 . 7 . 7 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date 11/28/2017 Project No. JobNo Company Name True Designed By Engineer Address Address Description Description City City Customer Name Customer State State Proj Location Location File Location: Y:\-WDPROT\WDSAFE\WDBackupval\shares\Valeria\System Volume Information\My Documents \Projects\wind load calcs\Thomas Conway.wnd Input Parameters: Envelope Procedure • • p pe per ASCE 7-10 Chapter 28 Part 1 0000•• Basic Wind Speed(V) = 175.00 mph • • • 0000•• Structural Category = II Exposure Category = C••• •• • • Natural Frequency = N/A Flexible Structure = No • • • •• Importance Factor = 1.00 Kd Directional Factor = 0.85.00,00 • •• 0000•• Alpha = 9.50 Zg = 900.00 ft••• • • • At = 0.11 Bt = 1.00 0000 0000•• Am = 0.15 Bm = 0.69 0 0000• • • • Cc = 0.20 1 = 500.00 4ft•0 0000 0000• Epsilon = 0.20 Zmin = 15.09•Et000 0 0 • • Pitch of Roof = 3 : 12 Slope of Roof(Theta) = 14.0j xt!W0 0 •••••• h: Mean Roof Ht = 13.13 ft Type of Roof = HIPPED • ••0.00 RHt: Ridge Ht = 16.25 ft Eht: Eave Height = 10.02 Oft*0� • • • OH: Roof Overhang at Eave= 2.00 ft Overhead Type = OH w/ soffit• • 0 • Bldg Length Along Ridge = 54.00 ft Bldg Width Across Ridge= 46.02 ft •0.00• 000000 Length of Hipped Ridge = 10.00 ft Roof Slope on Hip End = 14.600Degooe 0 • • •• • •000•• Gust Factor Calculations 0 • Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l 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 = 0.92 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 Low Rise Bldg Provisions per Fig. 28.4-1: MWFRS Load Case A All pressures shown are based upon ASD Design, with a Load Factor of .6 BUILDING GCpf +GCpi -GCpi qh Min P Max P Surface psf psf psf -------- ------ ------ ------ --------- --------- --------- 1 0.48 0.18 -0.18 33.94 10.18 22.40 2 -0.69 0.18 -0.18 33.94 -29.53 -17.31 3 -0.44 0.18 -0.18 33.94 -21.04 -8.82 4 -0.37 0.18 -0.18 33.94 -18.67 -6.45 lE 0.72 0.18 -0.18 33.94 18.33 30.55 2E -1.07 0.18 -0.18 33.94 -42.43 -30.21 3E -0.63 0.18 -0.18 33.94 -27.49 -15.27 4E -0.56 0.18 -0.18 33.94 -25.12 -12.90 1T * * * * .00 .00 2T * * * * .00 .00 3T * * * * .00 .00 4T * * * * .00 .00 Low Rise Bldg Provisions per Fig. 28.4-1: MWFRS Load Case B All pressures shown are based upon ASD Design, with a Load Factor of .6 BUILDING GCpf +GCpi -GCPi qh Min P Max P Surface psf psf psf -------------------------------------------------------------- 1 -0.45 0.18 -0.18 33.94 -21.38 -9.16 2 -0.69 0.18 -0.18 33.94 -29.53 -17.31 3 -0.37 0.18 -0.18 33.94 -18.67 -6.45 4 -0.45 0.18 -0.18 33.94 -21.38 -9.16 + 5 0.40 0.18 -0.18 33.94 7.47 19.69 h 6 -0.29 0.18 -0.18 33.94 -15.95 -3.73 lE -0.48 0.18 -0.18 33.94 -22.40 -10.18 2E -1.07 0.18 -0.18 33.94 -42.43 -30.21 3E -0.53 0.18 -0.18 33.94 -24.10 -11.88 4E -0.48 0.18 -0.18 33.94 -22.40 -10.18 5E 0.61 0.18 -0.18 33.94 14.59 26.81 6E -0.43 0.18 -0.18 33.94 -20.70 -8.49 1T * * * .00 .00 2T * * * * .00 .00 3T * * * * .00 .00 4T * * * * .00 .00 5T * * * * .00 .00 6T * * * * .00 .00 • • 0000•• Figure 28.4-1 - Low-Rise Wal And Roof Figure Notes: • ••• • •••••• Notes: 1) Pressure = qh * (GCPf - (+/- GCpi)), only max value shown •• • 00 0 •• 2) For Torsional Load Cases, the zones are designated with a "T". 0000** 0000 • •0.00• The pressures(Min P & Max P) are 258 of the full design wind 660006 pressures(Ld Case 1T=25%*l(ld case 1),2T=258*2,3T=25%*3,4T=25%*4). • • • •• 0 ••000• Exceptions to Torsional Load Cases: One story buildings with mean • 0000 • • roof height<=30 ft(9.1m), buildings with two stories or less framJ 90*00 0 • 0000 0000• with light frame construction, and buildings two stories or • 0 less designed with flexible diaphragms need not be designed ••0••• • 4 P 4� 4 • • •0.0�• 0000• for the Torsional Load Cases. (Note 5 of Figure 6-10) •• •• • 00.000 •00.0• • • Wind Pressure on Components and Cladding (Ch 30 Part 1) • 0 0 •• All pressures shown are based upon ASD Design, with a Load Factor of .6 ••'�00• •00.0• • • • • •0.00• Width of Pressure Coefficient Zone "a" _ = 4.60 ft •• • ••• • • • Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf pof ----------------------------------------------------------------------- DOOR 3.00 6.66 20.0 5 0.95 -1.29 38.25 -50.02 Khcc:Comp. s Clad. Table 6-3 Case 1 = 0.85 Qhcc:.00256*V^2*Khcc*Kht*Kd = 33.94 psf MiAMF DE MIAMI—DADS COUNTY,FLORIDA wom PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wrnv .miamldade.Eov/economv. Lawson Industries,Inc. 8501 NW 9016 Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing•the use of�gggtWction materials. The documentation submitted has been reviewed and accepted by Miami-Nde Cdunty RER-••••;• Product Control Section to be used in Miami-Dade County and other areas whereAlowed by tie Adthority • .... . .. • Having Jurisdiction(AHJ). • This NOA shall not be valid after the expiration date stated below. The Miami 44de Cougty,rroduct:.... Control Section(In Miami-Dade County)and/or the AHJ(in areas other than MiAi.Wde Codtlty�Jt;serve..: the right to have this product or material tested for quality assurance purposes. If•thie•troduct or material.....• fails to perform in the accepted manner,the manufacturer will incur the expense oPsuolrtestinganTi a AHJ...... may immediately revoke, modify, or suspend the use of such product or materialloilllyp their jurisdiction. .' RER reserves the right to revoke this acceptance, if it is determined by Miathi-Daae CopOfy.floduct•...:. Control Section that this product or material fails to meet the requirements of the apelieable buirding code. ;.... This product is approved as described herein, and has been designed to comply vvi'�lt the Florilll ftlding' • Code,including the High Velocity Hurricane Zone. 0 DESCRIPTION:_Se ries"La Porte" 8'-0"Outswing Glazed Aluminum French Doors-CK1. APPROVAL DOCUMENT: Drawing No. FI1-2003, titled"La Porte-Impact French Out-Swing Door", sheets 01 through 06 of 06,prepared by the manufacturer,dated 12/12/02 with the latest revision"G",dated 04/15/15, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. _ MISSILE IMPACT RATING rLarge and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there 11as•been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur atter the expiration date or if there has been a revision or change'f in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami--•Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be, provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.13-0328.11 and consists of this page 1 and evidence pages E--1,&-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. t NOA No.14-0908.07 MiAMi®N1Y �- � Expiration Date: June 05,2018 Approval Date: May 07,2015 y ;•tt'f Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 11-0202.03) 2. Drawing No. FD-2003, titled "La Porte-Impact French Out-Swing Door", sheets 01 through 06 of 06,prepared by the manufacturer,dated 12/12/02 with the latest revision "G",dated 04/15/15,signed and sealed by Thomas J. Sotos,P.JE. ••.:. •• • B. TESTS 960•.. so 060006 1. Test reports on: 1) Large Missile Impact Test per FBC,TAS 204"A- 2) Cyclic Wind Pressure Loading per FBC,TAS'203-94 .•••• • along with marked-up drawings and installation diagram qt.*i&minum'Wtswing • French door, prepared by Hurricane Engineering & Testing,.);tic..Nest ftp" No.000.. HETI-11-3201,issued on 01/06/2011,signed and sealed by GetxUdo F.Font,.P.E. .• (Submitted under NOA No. ll--D202.03) 2. Test reports on: l) Uniform Static Air Pressure Test,per FBC;TAS 202-94 0.0 • 2) Large Missile Impact Test per FBC,TAS 2df 94 "' • 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum,Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-09-2623, HETI-09-2645, HETI-09-2624 and HETI-09-2646, issued on 10/22/2009,signed and sealed by Candido F.Font,P.E. (Submitted under NOA No.10-0128.04) 3. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-04-1897, HETI-04-1896 A, HETI--04-1896 B and HETI-04-1377, issued on 03/08/04 and 03/12/04,all signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under NDA No. 04-0607.04) 4. Test reports on: l)Tensile Test,per FBC,ASTM E--8 along with marked-up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-02-TO95 and HETI-02-T090, issued on 01/13/03, both signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under NOA No. 03-0219.01) C41 Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0908.07 Expiration Date: June 05,2018 Approval Date: May 07,2015 E-1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 • 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 :"••• •• ••• 6) Forced Entry Test,per FBC 24113.2.1,TA9 202--94 •• .' along with marked-up drawings and installation diagram bf'$ltbninuih Ontswing..... French door, prepared by Hurricane Engineering & Test""Inc., Tes Reportg.... No.'s HETI-02-1253, HETI-02--1726, HETI-02-173$.•• AEETj-.*4j-1736*•••• HETI-02-1742, HETI-02-1763 and HETI-02-1765, issued.on 01/14/2Q03, all.:..* signed and sealed by Rafael E. Droz-Seda,P.E. *00000 •..••. (Submitted under NOA No. 03-0219.01) """ •• . . . . . ...... C. CALCULATIONS ' ' •••••• .. ... 1. Anchor verification calculations and structural analysis, complying with. FBC, prepared by the manufacturer, dated 12/12/02 with the latest revised dated 07/02/10, signed and sealed by Thomas J.Sotos,P. E. (Submitted under NOA No.10-0128.04) 2. Glazing complies with ASTM E1300-98/04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Kuraray PVB Glass Interlayer",expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,.Inc.for their "Kuraray SentryGlas@ Interlayer",expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14,expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to, no financial interest and compliance with the FBC 5's Edition(2014),dated 09/02/14,signed and sealed by Thomas J. Sotos,P.E. 2. Statement letter of conformance, no financial interest and compliance with the FBC 2010 and AAMA 101/I.S.2-97, dated 01/25/12, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 12-0127.23) Jaime D.Gascon,P. Product Control Section Supervisor NOA No.14-0908.07 Expiration Date: June 05,2018 Approval Date: May 07,2015 E-2 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED F. STATEMENTS(CONTINUED) 2. Proposal issued by Product Control,dated 07/27/10,signed by Ishaq Chanda,P. E. (Submitted under NOA No.-1-1-0202.03) 3. Laboratory compliance letter for Test Report No. HETI-11-3201, issued by Hurricane Engineering& Testing,Inc.,dated 01/06/11, signed and sealed by Candido F.Font,P.E. ;••••• ...... (Submitted under NOA No. 11-0202.03) ' • .. 4. Proposal issued by Product Control,dated 03/26/09,signed byRt"e Narois&• .•..:. (Submitted under NOA No.10-0128.04) """ • 5. Laboratory compliance letters for Test Reports No.'s HETI-09;�6>3. •...�TI� • 09-2645, HETI49-2624 and HETI-09-2646,2646, issued by IUmywe Eggineprmg 8%.;..• Testing,Inc.,dated 10/22/09,signed and sealed by Candido FsF'ow,'P. E.:""' sea*•• (Submitted under R'OA No.10-012&04) :00:6: . 6. Laboratory compliance letter for Test Reports No.'s ' HETI 1897',••••• HETI-04-1896A, HETI-04-1896B, HETI44-1317,• - HEf l•�02-T09%.... HETI-02 T090, HETI-02-1253, HETI-02-1726, HETI4A-1729, HETI-02-1736, HETI-02-1742, HETI-02-1763 and HETI-02-1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and 03/08/04, all signed and sealed by Rafael E.Droz-Sella,P.E. (Submitted under previous NOA No. 05-1116.06) G. OTHERS 1. Notice of Acceptance No. 13-0328.11, issued to Lawson Industries, Inc. for their Series "La Porte 8'-0" Outswing Aluminum French Doors - L.M.I.", approved on 06/06/13 and expiring on 06/05/18. Jaime D.Gascon, .E. Product Control Section Supervisor NOA No. 14-0908.07 Expiration Date: June 05,2018 Approvai Date: May 07,2015 E-3 IMPACT FRENCH OUT-SWING DOOR BILL OF MATERIALS - -- - —- - - - - - - - - - -145-1/21 Max Unit Width - - - -- SldeLite same anchor apaotns Swing Mnl DRW'O PART / B$QD, DESCRIPTION RBMASBS Ponel Width ae ail Pan•l Vidth 1 L-901 LII-098 I FRAM HEAD 6063-T6 ALUMINUM I C 33 13/16' rhax, ) p t 35 3/16' max. 1 2 L-902 LII-097 l FRAME SILL 6063-T6 ALUMINUM 3 L-903 LII-090 2 FRAME JAMB 6063-T6 ALUMINUM 5' 5' 838• 4 L-904 LII-096 2 SIDELITE JAMB ADAPTER 6063-T5 ALUMINUM to 5 L-906 LII-092 2 x panel PANEL TOP 6 BOTTOM RAIL 6063-T6 ALUMINUM /�N1e 6 L-907 LTI-091 1 x panel HINGE STILE 6063-T6 ALUMINUM 0�NS AT SHEET L7 2S' 7 L-903 Lit-094 1 x panel LOCK STILE 6063-T6 ALUMINUM / _ Max, DLO Width _ 8 L-909 1.II-095 2 x panel TOP 6 BOTTOM RAIZ. ADAPTER 6063-T5 ALUMINUM ^ 9 L-911 LII-085 AS REQ'D. 1/4 ROUND ALUM, BEAD - 7/16' 6063-T5 ALUMINUM +• i•H C D / $ \ D t0 L-912 LII-087 AS REWD 1/4 ROUND ALUM. BEAD - 3/8' 6063-T5 ALUMINUM t %/,�� /��/ /.// 1t FD-624-2 L-908 2 x panel HINGE LEAF ASSEMBLY 6063-T5 ALUMINUM °� N Y /� : j% / 0. // ie VWS-001 TP 3286 AS RED% Hulb Vinyl Wts' .-Toan Plastics, Inc, See Material Composition at Shoot 6 4' a *?U V / \ • 'T � Active Inactive 13 PWS-ODI ■ AS REOD. VTS P. 8 TOP/HOTT. RAiLS Schlegel FS - ,187'w. X .2101h. Al �a .�^ � •.+ XTf 14 PWS-002 s AS REOD WTS'P, @ FRAME HEAD 6 JAMB _ Schlegel PH - ,1871w, X .33011% f H is 2t N • •• • • • .ti 18 L-910 1.11-089 e x panel STRIKER MOUNTING PLATE 6063-T5 ALUMINUM N. x dead/batt •• ••• �•• •��+ • 16 FD-619 FD-619-1 e x panel STRIKER PLATE 6063-T5 ALUMINUM � > > o. � Sidelite \ / •• :.• CS x. _,� • 17 FD-631 LII-086 AS REDD, GLAZING ADAPTER 6063-T6 ALUMINUM01 ~ .. • L3 , . /.� /.� .' ". / •;••• •• • 18 HC-001 SF-5302 2 x Panel DELTA FLUSH BOLT (A TOP 6 BOTTOM OF LOCK STILE) at7 %�� (//�/ / �/ •' /%%• "' "" 19 FD-621-2 HC-024/023 1 SET DOOR LOCK / DEAD BOLT SET KWIKSET - Series 690T CDMB13 „ R X \ tock 'silt • •••••• 20 FD-621-2HC-024/025 I SET_ DOOR LOCK / DEAD BOLT SET SCHLAGE - Strles FB350 COMBOpUg� 0 00•••S1Cif'� its - el FD-621-2 HC-024/025 1 SET DOOR LOCK / DEAD BOLT SET DEFIANT - Sones 831 COMBO A4,11 ' ' • 2e rr FS-035 AS RE0'D. Frame. Install. Screw - Head (See Notes at sheet 4 of 6) H 2 3 MATE ET 1 •••• 0000"••0' 0 ON AT SHEEP • • • • 23 x FS-033 AS RE0'D. Frame Install. Screw- Jamb/Sill (So* Notes at sheet 4 of 6) @---- 01 • • • 24 s FS-026 8 FRAME ASSEMBLY SCREW N12 X 3/4' PM.-PHI. t • 25 ■ FS-012 AS REO'D, JAMB ADAPTER SCREW 010 X 3/4' P,H:PHI, 7 5 e, 5' 26 FD-634 L11-171 IAS REQ'D. 1/4 ROUND ALUM, BEAD - 11/16' 6063-T3 ALUMINUM 6' 6, 7 27 s FS-043 8 GLAZING ADAPT, ATTACH. SCREW 08 X t 1/4' FK-PHI. NA CHOQ NOTES: 5�1 max, oc. 1/ /4 3/4 12 3/4' 4 4 C. 14 l/8' /4 ^34 28 ■ FS-049 2/Panel Double Rall Assembly Screw 3/@'X2 1/4' Hex Screw 6 Nut 1. SEE ELEVATION AT SHEET 1 OF 6 FOR <a t sldylite) tic. ANCHOR O.C. MAX. SPACING AND LOCATIONS. Cm 4�c a,c, n a o,c. n 89 a ■ AS REQ'D. NEUTRAL CURE SILICONE Schnee-Morehead SM-5731 ative panel) Inac"�Ive panel) 2. SEE SHEET 4 OF 8 FOR INSTALLATION Same anchor epao 30 r a AS REWD. NEUTRAL CURE SILICONE Dow Corning 899 FASTENERS TYPES. "OXXO" EXTERIOR ELEVATION at fraane head & it 31 w a AS REO'D. NEUTRAL CURE SILICONE Tremco S-500 3. SAME ANCHOR SPACING 0 FRAME HEAD & SILL, 32 N x AS RE010, Laminated Glass see Pg. 5 Dupont - Sentr Gloss Plus NOTESi 33 ■ ■ AS REO'D, Laminated Glass see Pg. 5 Dupont - PVB i . QUAUFIBS SINGLE & MULTIPLE PANELS (SEE ELEVATIONS). NOTES: 2 . QUALIMS UNITS WITH AND WITHOUT SIDELITBS 1). THIS PRODUCT IS DESIGNED AS PER 2014 FLORIDA BUILDING CODE - Sth EDITION. 34 P x AS REO't PANEL AS Gloss see AT 3 I j/2,ftex - PVFI 3 , MAX. FRAME SIZE 146 1/2"w. X 05 9/4"b, OXXO 2), GLASS-MEETS REQUIREMENTS OF ASTM-E1300 AS RER CHAPTER 24 OF 35 s HC-002 2/Pane PANEL ASSY ALlg4, PLATE 1 1/2'x 2'x 1/8' <6063-TS ALUK) 4 , EXT & INT FALSE COLONIAL MUNTIN APPLIED 1P/SILICONE. THE FBC 2014 CODE. 36 ■ NC-004 2/Panot 1PQnel Ass'y Full Lenght Rod 3/811ilar200 Rod, Plate, Flange Nut 5). QUALIFIES SINGLE OR DOUBLE BOTTOM RAILS 3). 1X OR 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO 37 ■ FS-011, 8 HINGE ATTACHMENT SCREW 010 X 3/4' P.M. / PHI. 8), MAX. DAYLITS OPENING 111DTH = 26" TRANSFER LOAD TO THE STRUCTURE do TO BE REVIEWED BY BUILDING OFFICIAL. 38 ■ FS-044 12 SIDELITE ATTACHMENT SCREW 010 X 1' PH/PHIL. - (17' OC MaxJ 7). MAX. DAYLITE OPENING HEIGHT = 83 1/8" 4). ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON 8). SHE ELEVATION AT SHEET 108 FOR MAX. ANCHOR SPACING DRAWING DETAILS, ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 39 HC-006 62PP05OBS14 6/Jamb 1/2' Die, We Plug - Nylon 6-6 MICROPLASTICS - Rockwotl M-79 0). ALL DIMENSION'S SPECIFIED ARE IN INCITES BEYOND WALL DRESSING OR STUCCO. 40 HC-007 62PP097BGII 2/Panel 7/8' Dia. Holt Plug - Nylon 6-6 HICR13PLASTICS - Rockwell M-79 10). NO HURRICANE SHUTTERS ARE REQUIRED 5). SEE NOTES 0 SHEET 4 OF 5 FOR INTALLATION FASTENERS TYPE, 8). ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS 41 ■ HC-010 1/HOLT FLUSH BOLT Sill Plug - Nylon 6-6 SUNC13PLASTICS Inc, Rockwell M-79 as eovVlylng with the Florida ARE NOT PART OF THIS APPROVAL 42 L-913 1.II-086 AS REG'D. ve ROUND FALSE ALUM, MUNTIN 6063-T5 ALUMINUM_ Building Coda 43 ■ s AS REWD, INT FALSE APPLIED MUNTIN 1.25' X ,0ee' STOCK ALUMINUM Aocepiwm� 'O 1 DP-t88 PSF W/ (4) Surface Bolts & Gloss Types A. B. C & 0. 44 L-915._ FD-623 AS REG'n, FRAME HEAD SHEAR PLATE 6063-T3 ALUMINUM - 4' long (SEE LOCATION DETAILS ® SHEET 3 OF 6) 49 L-916 LII-I17 AS REO'D. FRAME LOW SILL OPTIONAL 6063-T3 ALUMINUM Fay 2)• MAX. DP --t76 PSF W/ 2-Point Lock (active)+ (2) Surface-Bolts at Inactive 46 FD-635 HC-050 1 TWO-POINT FLUSHBOLT LOCK OPTIONAL < FOR t/- 76A paf DP) uei Control 3), MAX. DP = 176 'PSF W/ Flat Sill & must be used where water infiltration Is not required or opening Is protected by overhang ratio greater than one, 47 FD-626 FD-6e6-1 2/Ponol FLUSH BOLT GUIDE ALUM, ANGLE 1 1/21x 1 1/21x 1/8' Atun. 6063-T3 PROFS 2�R 4). MAX. DP - X88 PSF W/ Multi-Point tock (f-active)+(t-passive) at Inactive 48 FD-627 FD-6127-1 2/Ponat 2-Point Lock Bolt Guide ANGLE 3'x 31x 1 1/2'x 1/8' Alum. 6063-T5 &� Revision Notest 49 ■ ■ AS SEQ'D, Joint Sealant- White Colored 'Purvis Co' Super Seal �• 1J 3�h•.,-tp moi, Revised to comply w FBC2004 -11 Ol O6 LA WS y 8501 NW 90th St. 50 FD-638 HC- 1 S£T LOCK ACTIVE HANDLE 4 TRIMSET ASHLAND OW52OIA-A �� O 5225 'L '�� Revised to oomp�y w/ iBCE007 do added 'LJ MEDLEY, FLORIDA 33186 31 FD-637 HC- 1 SET NULTI-POINT LOCK ACTIVE ASHLAND NW3110-S7ACT5 * " Insulated Glow 01/98/10 IN S re (305) 896-8660 52 FD-640 HC- 1 SET LOCK PASSIVE HANDLE 6 TRIMSET ASHLAND 0W5201A-P • bland Mui!-Point Look 01/27/11 &Mff1/FAC191MR OF QOALi9'Y ALVYiNUN WINDOWS AND GLASS DOORS CC'; Revised to comply w/ 2010 FBC Draw CI,„; �t sieau pyeri Cbho•ryr s rt.yir•d.o Ir nv 53 FD-639 HC- 1 SET MULTI-POINT LOCK PASSIVE ASHLAND 0W5110-STPAS4 '0 ISIS Revised to comply w 2014 FBC "OA APPROVAL IMPACT FRENCH DOOR 1 or e 34 FD-641 HC- e x panel Multi-Point Lock Holt Guide NYLON 6-6 Rockwell M scale 79 0 • •`j•: At"Ned 1Y+ Dao & " ss n •, toy;:,.��• Nelson srazo OL/15/15 La Porte Impact French Out—Swing Door 55 9 FS- 4/Gukle Bott Guide Attachment Fastener 06 x 1/e PX/PHIL, fir. Data Diew1v .� •.... 56 FD-642 HC- I x Lock Lock Top Mount Adapter NYLON ADAPTER S Brown Nelson 8razo 01/20/12 57• FE-643 HC- 1 x Lock Lock Bottom Mount Adapter INYLON ADAPTER dt S�DAT . soar" n.t . Ry'ren"RUWA"' FD-2003 MunAmw aeil'1Oft"Wt.a E_—,_ .e - - _ - - 110 7/111 Max Unit Width -- - - 73 5/16' Max Unit Width = - - - _ - - 74 1/2.' Max Unit Vidth - - - - 36 5/8' Nax - - T - - - 38 5/8' Max - - TE gp Unit Width gEE T Unit Width OPfIOUNS ATA EETLT QP>70NSEAT SHE LT Swing 5 ALTERNATE T E TERNATE LT 3SEE ` 3 r so I NJ 9 oPioNs AT SHEEP Swin 0 s AT SHE Sldellte C 35 3%l611 3 of 8 ",19WIdth 3 o e A < 38P 3%16'o Max. ) A of 6 0 8 moxr-it 3 3/lb ax AN A II II - Max DLO DLO dt Max. D WidthI A I 3: I 4 I y C If �nD I� I II MO g l $ I� g C I / ]D I �s F l I �0 C () 11 a# zz- , II II II _ II q LI MINIM- II it H : Inactive II x II 0 • Ace Ai t % II j I Ao�' / ,, a s Aoi/ve R / I t Bb I % 0 0 C It I I I AL RAL I .to . 0B -- -- - -$ -- - �_17r- f�WRfAAEj?LT - - - + - B --In - 1 . .. . . v qZ2 LT �g� �� gp LT • . gp�,T• :•.• �n A�'" IE �Pf1f�d15 A�"E al A AEET- ... . "0X0." ELEVATION "XX" ELEVATIONS "OX" ELEVATION "X" ELEVATION, "0" ELEVATION 1RN 1/21 Max Unit wrath ALTERNATE ATE 80 APPROVED CONFIGURATIONS LT PfIONS AT SHEET PoSldelltent Vltlth of b Swing NOTES "LaPorte" IOACT MNCH OUTSWING DOOR - DESIGN LOAD CHART Max.nx. 3 A < Pan°l Vltlth 35 3/16' Max PANn R no HT NU1�=R DP PANEL DP PSY 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION ) .VIEWED FROM THE EXTERIOR SIDE, Amu' OP GLASS TYpB ASM GLA38 GLASS OLA33 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ SILICONE) ANCHORS "A" k "13" (RiTYPR ">II" TYPE no.TYF8 "D" AND ARE AVAILABLE AS OPTIONAL. �Tg • ®pRT • AAM +/-(PSP) 1/1D1R • +/-(PSP) +/-(PSF) V_(PSF) :2 3. PANT .A1- AV&LARLE tYi SINGLE BOTTOM RAIL ES OR L 60 RAI 101/4' S ±86.9 11 3/16' +76.0 1 ±76.0 ±76.0 Max.I� DL Width4. OUT-SWING DOOR WITHOUT INSECT SCREEN. 16 1/4' 5 +86.0 17 3/16• +76.0 +76.0 +76A 22 1/4' 77' 5 ±86.0 23 3/16' ±76.0 ±76.0so C ±76A D 28 1/4' > +86.0 89 3/16' 76.0 +76.0 ±76.0 e 3 . t86.0176.0 176.0 34 1/4' 5 ±86.0 35 3/16' ±760 ±76.0 ±76.0 X s9+ M°'M II II II 10 1/4' 6 186.0 11 3/16' +76A ±76.0 ±76.0 0 _ PRODUCT REVISBD X c II II tive sag es complyii,p wilt:We Floiift 16 1/4' 6 186,0 17 3/16' ±760 ±76.0 ±760 a /• ACtive II Building Code ., f�8 O 2E 1/4' 1-931 . 6 ±86.0 23 3/16' ±769 ±76.0 ±76.0 M V/,� Aaocpmi►co No v xc6> • f g28 1/4 6 ±86A 29 3/16 ±76.0 #76A ±76.0 30 1/4' 6 ±86.0 31 3/16' ±76.0 ±76.0' ±76.0 ® t34 1/4' 1 6 ( ±86.0 35 3/16'1 ±76.0 ±76.0 +76.0 () OPERABLE PANEL MUST•MEET APPLICABLE REAUIREMENTS PER BUILDINGTHOWAS J. $ 0 PARENTHESIS INDICATES # OF ANCHORS AT FRAME JAMB. fly PROFS BR NN V " RevLioa Nates: '� ' •;cp '�� Revised to oo>oaply w/ nC8004 -11 OS/05; 8501 NW 90th St. SEE ALTERNATE 5225 Revised to comply w/ FBC9007 & added LA WSON MEDLEY, FLORIDA 33166 OpT10NS AT SHE r ` ; � Insulated Glass 01/22/10 I (305) 698-8660 3 of s „ �� o * Ashland 1[u1t-Point Look 01/td7/11 YAmunciviteR of murr AimmUlf wimor3 AND 8L198 DooRB OXXO ELEVATION :i d Revised to comply w/ 2010 FBC a~o,,,, P„i V9,,,, �0„a �- aT F111DI/tr•O ran„ BAwtt • F :4uZ Revised to complyw 2014 FBC NOA APPROVAL IMPACT FRENCH DOOR 2 OF 8 ANCHOR NOTES: 1. SEE ELEVATION AT SHEET 1 OF 6 FOR �4i p�•'�.��o� �� Nelson Eraso Bab 1%16%16 "La. Porte" Impact" French Out-Swing Door -..... ANCHOR D.C. MAX. SPACING AND LOCATIONS. ,� es• "*'15`�`l�O �" Nelson Beaso D 0 D 0%12 2. SEE S EERET OF 6 FOR INSTALLATION "' FASTEN S s•ak Ry ww••N1rM•w DraWLV N wMer, Jaua11•n L•wt DATE .5 �ti5 n.t.e. FD-2003 g - 5/161-7APC1IN W/ - - - - - -- - -- - - - - - - - - - - - - - (SE£NOTES BELOW FOR SPACING) 1 1/2' MIN CEMBED, 2 x (P.T,) WDOD BUCK INTERIOR SIDE 1 x (P.T,) WOOD BUCK SEE ELEVATION.AT 7/4' MAX, SHIM TYP, (SEE NOTE 3, SHEET 1) SHEET 1 OF 6 FOR SPACING f 3 4 3 LOCK STILE 3 4 JAMB MULLION 19 20 21 15 16 MULLION JAMB 386 46 17 12 38 6 Active 7 7 Inactive 6 12 27 6 17 6 38 33 Sideelte 39 36 17 Sidellte 12 23 •t •••r •'r I 1/4' MIN EDMI I GE DI '• . .�• TYP I1 1/41 • :w DLO Width 18 Edge is�ance �w . � •": , � : • 14 17 12 9 10 14 9 10 14 : � • t •:...:. .... . Pane( Width 11 27 _ 11 1...,. 1/4' �• •• • MIN EMBED, O EXTERIOR .SIDE MAX SHIM •• •. •. -see • TYP ••0• • ••M?N EMB •. • UNIT WIDTH *see (TYP,) sees• see* 18 •000•• • •.:• • 48 ANCHOR.NOTES: ••0000 000000 0000 . Active Otl�RIOR ME SME 1. SEE ELEVATION AT SHEET' 1 OF 6 FQR•••• Inactive Active Inactive le ( 18 ANCHOR O.C. MAX. SPACING AND LO;ATION�S, I # 8 2. FASTE HERS 4 0& 6 FOR INSTALLATIOONN :...:. 8000, ••• • N S TYP S. 0000 i ••. . :•00 E -- / \.i 18 I / \ 1D11'6RIOR SIDE IXMOR WE I Active Inactive 5 17 E3 �,_ E4 L_J z Gs OPTION" BOLT O TOP RAIL ZxTR1UoR Smit 01=011 SMS LOCK STILES WITH FLUSH BOLT LOCK STILES WITH TWO—POINTCK e1 ¢ � FLUSH BOLT 5 61 Active Inactive tro-port MINA D GL SS IOCT /�Y• �� 3 / 13 45 32 33 34 141 7 so y !/,• j�%/ B 3 t 2 2 O 17 I 1831 # 18 (*) OPTIONAL SILL sielg 5 I A; s"�t� tw•1 EMBED. INTO 28 INTERIOR SIDE le 3500 PSI CONC. (TYP.) qu EXTERIOR SIDE 18 5/16' CO W/ QPTIONAL BOLT ® BOTTOM RAIL M M/4. 1 vMI 2' MIN ENDED, < SEE DETAIL E3 FOR MOUNTING LOCATION ) (MIN. EOG6 DW.) 23 5 362 TWO—POINT MULTI—POINT FLIISH HOLT de•- (e) 9LA,T SILL NOTE: MAX. OP 08 PSF MAX. OP - t88 PSF TWO-POINT LOCK UMITATIONS: DOORS L SIDELITES WITH THIS SILL TO BE 95 1/4' MAX. FRAME HEIGHT. 13 12 OPTIONALLOCK DETAILS 1). MAX. OP = t88 PSF W/ (4) ' THIS TYPE OF SILL IS LIMITED TO +/- 76,0 psf DESIGN LOAD AND - - - - - Surface-Bolts do Glass Types A.-B,-&.C. MUST BE USED WHERE WATER INFILTRATION IS NOT REQUIRED OR-THE - 22 2). MAX. OP t76 PSF W/ 2-Point EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR ROOF 2' PRO J. laws t3IIdlT�R Look (active)+(2) Surface Botta O Inactive OVERHANG GREATER THAN OR EQUAL TO THE HEIGHT OF THE WALL Sill i WHERE THE DOOR'1S LOCATED, SILL «.Height s • . e,, Revision Notec WS /��JfT �,. •, 0„7 1 �, ,�,. ;• 5'`t°•°•0�'aA Revised to aomPlyi—FBC2004 -11/01/05 8501 NW 90th St. + "�;•;,,.�; '; 1141. ' �' 5 •. ,. Revised to comply w/ FAC2007 k added MEDLEY, FLORIDA 33186 1 ._MIN EMBED. INTO Insulated Glue 01/22/10 D 1� (305) 896-8680 ►' f•t0 3500 PSI CONC. (TYP.) + • 0 5522 •� ° • * S Ashland 11[uIt-Pout Loot 01/27/11 MANVPACfYRIA OF QUALITYALUMINVU 117NDOWS AND CLASS DOORS 5/16' ELCO TAPCON W/ PRODUCT REVISED : ;Cc: Revised to comply w/ 2010 FBC Dmv Meer pWO ems, q,d Rios v a..r VW0ae 14M Nw.{r 1 1/4• 1 I/2' MIN EMBED, as cottlplift Willi the Florida , Cit , Revised to oom w 2014 FBC HOA-APPROVAL IMPACT FRENCH DOOR 3 OF 6 (MIN. EDGE DIST.) (SEE SHEET 1 OF 6 Hulld Code i Y1- Off ^Ir'M• FOR LOCATION AND SPACING) •' 'i° • a<, A�uGnd By. PAN » f! 11 Awe v • �' •, F;°N: ,� Nelson Erato 01 18 les La Parte Impact French Out—Swing Door 82 am OPTIONAL — DOUBLE; BOTTOIR � + Ij`S ��14�„t, ��e� �""''”` Nelson Brazo s`a al/ i2 RAIL ED TAIL s.at•: svrww.Marne.., 1vr,a.ri Rt�tler►�.u.4 adc Product Control DATE _ lo,ts, FD-2003 G - - - g/16' TAPCON W/ - - - - - - - - -- - - — - - - - - - - - - - ,/ $/16' TAPCON W/ SEE BELOW FOR DSIPACING INTERIOR SIDE 1 E E MIN EMBED. 1 x (P.T.) WOOD 'BUCK (SEE(NOTE W3,OSHBUCKEET 1) SEE ELEVATION AT SHEET 1 OF 6 FOR SPACING �• (SEE NOTE 3, SHEET 1) 3 INTERIOR SIDE 3 INTERIOR SIDE ,4 : :=t•: . :• . 3 LOCK STILE •' LOCK STILE 3 • Y AMB 19 20 21 JAMB '� :,,... : ••'•, yo-f 19 20 21 •" ' : :' is 0 21 LOCK STILE JAMB %� = 1• 29 30 3146 6 23 �',r •��1 =�+ 4$ �•f •/ r •• • 6 7 ,. 9 30 31 .�•, I 16 ••':a' 39 15 ,.; ��; :r.'r r 39 6 17 7. Active 3$ 7 Inactive �' " "� �•� •� • •' Active Active 1'1/4f•asF. . .�•{ 1 1/4• . .•�. •. 'r• 1 1/4' Eoat " 'EDGE DIST.)': .;' 'r ;'#'• ' (EDC 0157.) 17 18 9 TYP. 11 12 , 2 1 � •:. 12 •• • •• LF E Fi MAXSHIMLi• MIN. EIABED.) • • '2 2 1/2• O i a p G TYP; ....•.. • (AIN. EMBED.) �"1 _ O ... 1'P/E'RIOR S UNIT WIDTH MIN EMBED r UNIT WIDTH ••*• • 1��+,wu� EXTERIOR SIDE (TYP.) EXTERIOR SIDE •••• • Dior'. _ ;Ac B;TDRft1A SIDE 00:0 . TYP. 000000 • • • �.. 5/16' TAPCON W/ 5/16' TAPCDN W/ •••••• +: 1 1/2' MIN EMBED. 1 1/4' MIN. l 1/2' MIN MMggEp, LOCK STILE 3 •• • • r EDGE DIST SEE NOTES �OR SPACING 4 56 57 1!!,e a.• .•, .r w.T.a •�SEE NOTES FOR SPACING) 19 20 21 • r. ;!' ;.:;� •} • TYP MULLION •• • IIMRIOR SIDE ••••IF SIA 7 386 LOCK • 1 ,' T 'TS1 t/2' NLN, ' ..;�:' .•; .w`! :•:•' ^. 1 x (P.T.) WOOD BUCK 3031 4$EMBED. ;, ., a•. .i_i•• (SEE NOTE 3 SHEET 1)MIN. EMBED SHE T I)AT TYP � . } ;�r'' :••i•w•}�;• • 12 P5z_]Qb1 0- TYPActive Sldellte1X, G3 H 3 1 1/41 MAX, 1 i/4' MAXI SHIM TYP. HEAD 4 SHIM TYP, HEAD EXTERIOR SIDS 44 2 9 to INSTALLATION FASTENE NOTES: t A ) 13 8 I 12 22 f A i 13 8 12 14 "1 x Bucy" MINIMUM REQUIRED FASTENER L NGTH EXTERIOR SIDE. HEAD:. 5/16* X 3 1/2" Lon TAPCON * 5Ilk 38 Sldellte JAMB: 5/16" X 2 3/4" Long TAPCONM Attachment gent Screw jambs, ` MULLIONS: 5/16" X 2 1/4". Long TAPCON(*) 5 < 6 Screws Q each side of nbs, 2 16 12 total per sidelite ) ' (*) TAPCON BY "ELCO ULTRACON' 29 0 31 1 1 INTERIOR SIDE 50 51 "2X BUCK" MINIMUM REQUIRED FASTENER LENGTH r' ~ PRODUCTItBVISBD WIZ SIDE "5253 HEAD: 5/16" X 3" Lop TAPCDN{+)) _ JAMB: 5/16" X 2 1/4 Long TAPCON(*) ~ LA AT GLASS 9 10 as complying with Iho orida LOCK STILE " " 6 9 10 3 33 34 l3uBliin9Code MULLIONS: 5/16 X 2 1/4 Long TAPCON(0) I•I J EXTERIOR SIDE AcceplencoNo �D •C 56 57 !*��1?CON BY "IyI.0 III, BACONam " ►^ -j 42 43 = ?� Z 43 x Active 7 7 Inactive Al SILL• 5/16" TAPCON w/ 1 1/2" MIN. EMBED. (L 0 42 INTO 3500 PSI CONIC. MIN, INTERIOR SIDE A �i1Vlisnll � uct(.bntrol 1NOTEe ALL FASTENERS W/ 1 1_Z2" MIN. EMBEDMENT, 17 I7•max,D.C. 1 I JAMIN. EDC 151ANNGE de 1/4" MAX• SHIM SPACE - ANCHOR YIELD STRENGTH Fy-155ke1 EXTERIOR SIDE _ 17 ANCHOR ULTIMATE STRENGTH Fu-177ksi 5 18 5THOMAS - - - ERIOR SOTOS * ALL TAPCON LENGTHS "6" SPECIFIED MU11 ARE M2 8 2 2 PROFIl.9SI �� NOINnR ( 829 ELEVATION AT MMHT 1 of 6 FOR 13 12 13 12 ANCHOR MAX. SPACING AND LOCATIONS ) Revision Notes: WS 23 _ B 1 3 ____ ♦♦ • SF: �ji� Revised to comply w FBC2004 -11 01 05 �� 8501 NW 90th St. S�2I , Revised to comply w/ PBC2007' do added L ON MEDLEY, FLORIDA 33166 Helllht y' SIR o 55225 *n Insulated Glass 01/22/10 (305) 696-8660 SILL 9 SILL '`Height * Ashland MULL-Point lack 01/27/11 • ,: `• :"• r +. • Revised to com w 2010 PBC 1/4NUFAt?TURi<R OF QIAtW7Y ALUMINUM WINDOWS AND t7liSS DOORS "� �^ +', ➢. :,•� ;. •• •'.�:'�„• ,¢r 1'�a••M1•�. �' • Q. p� / Drw•Cr••a Pact CI•Y� Prod Cahyayr 8•,i•4/Y•a46 lona BAM4 !V 4 Revised to Oom w 2014 PBC NOA APPROVAL IMPACT FRENCH ODOR 4 OF d ••�• :'•', " •�' "1 �' MIN EMBED "' �. �• ,+�• =j 1 �' MIN ENBED. INTO TE O� 1(<� Bwb•dDyr Dab cl►.eLs� �> >� :� +�,•: �' ,+' ; •i, ?::a J!; : �: ♦ Nelson Eraso 01 lA/16 La Porte Impact". French Out-Sorin Door TYP " �•+ '.!a 3500 PSI CONC. o • ,` p • 5/16' ELCO TAPCDN W/ (TYP.) O R%. D.,•R/Y+ Bak Drnwc 1/4' 1 112' MIN EMBED. 1 1/4- Pj,� •" ;I � bt Nelson Eraso 01/20/12 (MIM. EDGE DIST.) (SEE SHEET 1 OF 6 FOR SPACING) (MIN. EDGE DIS'T.) --� sear.: Aqw"w"V""~*: DATE y� n.t.s. FD-2003 SLDELiTE ATTACMNr DOuBIE TaloVs — - - - - - GLAZINQ TYPE & DESCRIPTIONS - - - 1z 1/4 SCREWS 132 � D \•� INTERIOR SIDE ef0 x 1' PK/PHIL __ ASSEMBLY SCREWS 0He ALED 17 Glazing Adapter .46b 0 A Laminated Glass b Duvont Glass a "A" 112 x 3/4' PK/PHIL. /eGlazing Depth WEATHERSTRIP FAZE UP r"K DEBCRrPTION A$1'AD, 32 J 28 30 31 Cn1 1 3/168 Annealed _ / 2 .090' DuPont SGP Interta er � _ ,�,•,•S le/16 3 3/16' Annealed owed• Leminated Glass_ 2 .940" 0/A. Laminated Glass bv Du out - Glass Tygo B" - CILL _ T _ -. M T by Dupont or Solutio 1�Y ONSCREMON D>cr�u. 93 INTERIOR SIDE DOOR JAM Typq W. "B" Or "C" SIDELITE JAMB ATTACHMENT DETAIL (SEE TABLE W/ CORRESPONDIN 1 i/81 Annealed / FRAME ASSEMBLY DETAIL GLAZING TYPE a DESCRIPTI 1/4 Round E - .090' AuPont PVD Interta er \uLxORs �� 33 4 SHOWN Bead 8 10 3 1/8' Annealed sora INSID[r ACCESS a EXTERIOR SIDE .940 0 A Laminated Glass by Solutle - Glass Type C SILL SEALANT DETAIL a GLAZING DETAIL #i Basi DIMCNMON .DsrAIL 9a NOTto RCADER TO K SEALED SIMILAR TD SILL ••••• 1 1/6' Heat-Strengthened Gtass• •• •• / DOOR •° 2 M0'SaFlex PVH InteMa er + LIFT o 1rDVE � 3 1/81 Hent-Strengthened GlaserAND "=•.: • eep�0• •• •� THREADED 90 _ 44 3/s• DM INTERIOR SIDE ••••• MDIGE ATTACHMENT 10 Glastng Adapter Olazin B1l"ne GLAZING TYPE &. DMRIPT ONS.• .. .. Dt"NLtl6 1WWSi31n4/PN1L y 5/10" Laminated Glass are g 3i .3 0. 0 A Laminated Glass b :-.GIe D '?"0 •• ^.:: 4 GIs De th n2y DBSCRDPTION • " " ON= 1• ": I HINGE ATTACHMENT (SEE L CORRES Von ••• W. 1 • 1 1/8 Heat-Strenothened Gt"sF • •® J4Ai • I :E DETAILS Amoss WLC �' 2 Ago' Saftex PVB Interta er 3 1/8' Neat-Strengthened GtasirPRe •• FELE -LOWPl61CIED ii / LEFT HIWO HUM TD DOOR STILE 114 Insulated 4 1/41 INSULATED AIR.SPACE • •• wa' I / ALE Space s/ 5 1/8' TEMPERED GLASS + - W 1/8" Temp. Glass HINGE ATTAcMwr STILE NOTION HEX NUT INSULATED SPACER 'TruSeat'- Glazing Bead '840. 0 A Laminated Gress b 90 u -.Glass a 13 AND WASH Dura Seal Sgle Spacer 1lElL DE8CPJMON DBTAO. I SCREWS 031 PANEL ASSEMBLY DETAIL Pt.r o e11/41W 5H-W"r0Ce 28 1 1/e' Heat-Siren thened Glass z AM, DuPont SGP IMerAd er EXTERIOR 3 1/8' Heat-Strengthened Glass aOto• ACCESS HOLE co,4R „1,0 4 1/4' INSULATED AIR SPACE TTO1 LEFT JAM � or 1� QLAZING DETAIL #2 1 s : 1/8' TEMPERED GLASS 34 i RMa Lg&PLRIO S/Rd, triTi0.PD1 Jta 614 SMS OR SELF DRILLING SCREWS 614 SMS OR SELF DRILLING SCREWS 14TO METAL STRUCTURE INTO METAL STRUCTURE (SEE NOTES FOR SPACING) (SEE NOTES FOR SPACING) to 01125 THK, MIN, 1' 12 GA, MIN. IMIN EDGE DIST. (6063-T5 MIN.) MIN EDGE DIST, (fy A 36 KSI NIH,) ALUMINUM TUBE MULLION STEEL TUBE OR COLUMN iTa REFER TO APPROVED (STEEL IN CONTACT W/ ALUM. _- 3 MIAMI-BADE NOAH TO BE PLATED OR PAINTED) BeyoM Neea�R=e NetUkkness 1/4' MAX, SHIM TYR i/4' MAX, SHIM TYP, + + PRODUCT REVISED Nalac�� m ccmplylll wile a Florida P<ala L-� k1ld „ RQP. O Nc• 1 1 '5/161 ELCO TAPCON W/ - J - - - 1 1/4 MIN. 1 1/4' MIN EDGE !�I�ST. l . v EDGE DIST. 5/161 TAPCON W/ TYP 1/2 MEN EMBED. 11 HINGE ASSEMBLY DETAIL TYPI 1 1/2' MIN EMBED INTO []NC. r (SEE NOTES FOR SPACING) PROPB88j •�GDrRRR (SEE NATES FOR PAC NG !S AFD-824-2 duCt Con co (CONC. TO BE 3 KSI MIN,) 2 x (P,T.) a•• ;+.a • VOCID BUCK +,� �.ss Revision Noted WS ON MIN./2ED. � • Y•: 3 • ~ '•' (MIN. t MSD (SEE GEN, NOTE 113> ,�� '•" •;(),�s� Revised to comply w FBC8004 -il Ol OB 850t NW 90th St. L `••'t' ,`-; ,,;.�" ' +; •� �' '•t� ��"„ Revised to comply w/ FBC8007 & added . MEDLEY, FLORIDA 33186 p 225 Insulated Glass 01/88/10 N I (305) 696-8680 T •. M Ashland Nult-polut Look 01/27/11 AfAHOPICTURBR OF QUALITY dLVMfNV( IINDO>IS AND "ASS DOORS 1/4' MAX, SHIM TYP. 1/4' MAX, SHIM TYP. Revised to comply w 2010 FBC s •delr lase .. i 'It� pY / Draw C1eef1 Part tTlatlr Prai Ca101"V 04••/�r ©r- ;�I11 C Revised to oom w 8014 FEC MOA APPROVAL - IMPACT FRENCH DOOR 6 OF 6 ♦� U Bwle.d D3N Daae d+ �• se » •. ,� ,e ;:'��•a.,* Nelson Brazo 01 10 16 La Porte Impact French Out—Swing Door NOTEe �i '• F!1�r• "T,�� Drawn or Do"Drawee OPTIONAL INSTALLATION DETAILS MAY APPLY s ° :°° °•n 'R�'y`y+ Nelson Ereizo 01 80 18 ME TO DOOR FRAJAMB AND/OR FRAME HEAD. FRAME INSTALLATION OPTIONAL DETAILS �� s` Realer Pei 1r,.naw, DrWj*a!Burn°"' FD-2003 R'"''`°"L4WIr G (TYP.) DATE_ _ f ? t� a. e. - — - - - - - - - — - -,078— - - 3.5 ----�-— 4,500 - - -- 3• - - - — .076 —1I— STEE p BOLT STEEL O.D. �® I 050 F3 3. .875 ,062 9 6 •460 ,096 �. TOP (CM L— 1,750 58 GUIDE' DE 56 I I 1,750 '1 ,065 1 1/2 �J' 17 1,259 � -I .908 �-- I 074 ,127 b87 QUARTER ROUND 1� FLUSH BOLT AND GLAZING ADAPTER 26 (11/16") BEAD FRAME HEAD gg pg� #I•-910 PANEL HINGE STILE 1 48 TWO-POINT LOCK #FD-634 O L-907 �— 1.812 --- #L-901 ANGLE GUIDE # a 1' #FD-827-1 Y Y Y • .0601 _T .119 ,730 ,726 I� 4.187 I _T1,2so 1 Imo- 2,031 ----iir �'—'t" ,808 F 098 .100 .064 'O6 •. • 2.000 1,500 QUARTER ROUND 1,750 ,075 • ••.• • O .124 11 #L--908 O HII�iGE LEAF 10 (9/8") BEAD �•• • �•• � • 9 •..... . �.•..le- INACTIVE-P . #L-912 . — eve 60 01 :000 a x g 1.500 1[-.070 5.05 -) 4.50 ••• •••% •FLUSANEL T_ .060 O PANEL LOCK STILE FRAk&She9.0 •0:0 • a a a 47 ANGLE BOLT 835 .656 #L-905 �L-901��••: ...:. ...• 1 1/2" LONG •• •L ......AFD- 825-1 0,65 .808FT I 675--I 1,750 1,812 —�� • ; •►•• • •.•. QUARTER ROUND •••• • LO K1 ACTIVE LOCKI ASSIVE O (1/4") BEAD 125 '� • ••• • ��' • 1.250 #L-911 ,072 214 T LOCK DE 1-625 -1 L0.198 .065 �-. .. 2• .045 i ) '! !4 HAL!' ROUND 4,000 .072 4.500 L ro a • 42 FALSE MUNTIN RAIL ADAPTER .500 TURN o 0 1 i/2• #L-913 #L-909 ,09, O JAMB ADAPTER KNOB II ,082 A00 T #L-904 vo —I M-1/8, Flexible Vln PVC Composition-Team Plastics In . I 4,348 50 51 5 53 SIDEL ITE PANEL 01. FPVC Black Co ound No,7200.73 1,812 ALUMINUM PLATE PHYSICAL ASTM NO. —i .136 100 S6 2" LONG Durometer Harftss"A",10 sec 75 D-2240 #HC-002 SpxiliaQn,vily 1.45 0639 OA78 OA59 Ten1i1e3trength,PSi 1640 D438 PANEL: TOP do ACTIVE HANDLE PASSIVE HANDLE Ultilnsie Bloapltlaq% 340.0 D-638 @ BOTTOM RAIL FRAME JAMB 4A66 & TRIMSET 6 TRIMSET eao Modulus®IDD%Van&Acn,PSI 763.0 D438 #L--908 O �iL-903 44 #L-916 FRAMHEAD SHEAR PLATE I BrilUenes .31.0 D•746 42. FP White:Compound No,7267-75NOT� IPHYSICAL ASTM N0. 1. ALL DIMENSIONS SPECIFIED ARE IN INCHES2 688 .500 DuromelorHerdness A ,10sw 75 D•2240 ete .100 SpwiCcoGrario 1.43 0792 2. SEE ELEVATION AT SHBBT 1 OF 8 FOR ,j a Tecsi1*Strw j$,PSI 1640 D-08 ANCHOR O.C. MAX. SPACING AND LOCATIONS Ultima>1Qo Blongetioq y. 328,0 0438 RODUC•T RBVism T 4,500 $ Modulus®'100'/M ng"on,PSI 763,0 13408 s Complyi+y wlW Florida � FRAME LOW sILL T z r Bdlaen .30.o x746' eundlllllCod a 46 _ - a - - - - -- Aooepuuwallo • O 7 - O #L-918 • � � ,(e)PRO OS R REFER TO DETAIL •B3' AT SHEET K 3 OF 6 Gws,4 ct nuol FOR ADDITIONAL NOTES AND LIMITATIONS. 57 GUIDE GUIDE M 7 ♦ ..• '•• Revision �� • .•'•� •••'•r�.�n�,� Revised toNoom x >?ecS0o4 -11701705 LA WSON 8501 NW 90th St. , ' •� g 225 •; d Revised to pomp 08007 de added MEDLEY, FLORIDA 33186 3/8. 1111, 3 g O.D. .• ,�� STEEL BDLT S�EEL BDLT - * ��k Insulated Glass 01/22/10 N I (305) 696-8660 --STATNLESS STEEL 80.T (r) �s Ambles Mult-Point Lovk 01/27/11 YANIL/ dmitSR OF QUIL1Tf AtummUX 17NDOMB AND GL188 DOORS (>t) '3116' O.D SSS (r/- 76A psf) •1� ;Cr Revised to comply w/ 2010 FBC Draw O N Part Ora": Prod catlear t serwW O&1,. Ibuv 911••4 Optional Multi-Point DP) LOcks c.) 3/e, o.D, SSS (�1- ebo psF) •�+ hof 8 P OF • � Revised to oom .w 2014 FSC. KOA APPROVAL _ IMPACT FRENCH DOOR 88.0 pef DP) � �� le.wt.•e D,rr noes d) u „ � » OPTIONAL INACTIVE—PANEL :'�� oP•'�'�':►` Nelson Eraae 01�a 1a La Porte Impact French Out—Swing Door Active Lock Pnsslve Lock R , 46 TWO-POINT LOCK 18 S+ ••. ... •• a�Q, D,••..air= ase.Drw"u LACK #HC-050 ASHLAND #W5110-STACT5 ASHLAND #W5110-STPAS4 FLUSH BOLT #HC-001 ia�aS�( 1� Nelson Grasso 01/20 18 78.0 psf DP) HANDLE & TRINSET HANDLE & TRIMSET s••v+ pars mumbwr, DnpA"Oter,; R•v41ea""Ll ASHLAND RW5201A-A ASHLAND ,NW52OIA-P DATE_ s s DAM. FD-2003 G FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Thomas Conway Builder Name: Street: 575 NE 95Th Permit Office: Miami Shores City,State,Zip: Miami, FL,33138 Permit Number: Owner: Thomas Conway Jurisdiction: 232600 Design Location: FL,Miami County:: Miami-Dade(Florida Climate Zone 1 ) 1. New construction or existing Existing(Projecte 9. Wall Types(2042.3 sgft.) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=4.19•• 1602.80 ft2 b.Interior Frame-Wood,Interios • R=4.1• 239.56 fta••••• 3. Number of units,if multiple family 1 c.WA '••' : R= . . ft2 .• N/A 4. Number of Bedrooms 2 d. •••••• R= • ftp••••• 10.Ceiling Types (2301.0 sgft.) .••;.. Insulation. Area . 5. Is this a worst case? No a.Under Attic(Vented) •••• R=19.0•..1#14.00 ft;""; 6. Conditioned floor area above grade(ft2) 2301 b.Cathedral/Single Assembly(Vbg"J• R=19.0...07.00 ft:•••• Conditioned floor area below grade(ft) 0 • • • • 11.Ducts ••• •• •••••R ••.•• 7. Windows(442.8 sgft.) Description Area a.Sup:Attic,Ret:Attic,AH:Main 6 3 a. U-Factor. Dbl,U=1.08 442.78 ft2 b.Sup: Attic,Ret:Attic,AH:NeJ30": ' 6 150 % SHGC: SHGC=0.50 ' ' i•••i• "•"• b. U-Factor. NIA ft2 12.Cooling systems • • kBtu/hr Efficien . . . ....a.Central Unit360 : SHGC: b.Central Unit •• • 24.0 SFJ:R:16.00 • c. U-Factor: WA ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor. WA ft2 a_Electric Strip Heat 27.0 COP:1.00 SHGC: b.Electric Strip Heat 17.2 COP:1.00 Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems a.Electric Tankless Cap: 1 gallons 8. Floor Types (2301.0 sgft.) Insulation Area EF:0.920 a.Slab-On-Grade Edge Insulation R=0.0 2301.00 ft2 b. Conservation features b.N/A R= ft, None c.WA R= ft2 15.Credits Pstat Glass/Floor Area: 0.192 Total Proposed Modified Loads: 91.90 PASS Total Baseline Loads: 93.48 I hereby certify that the ans and specifications covered by Review of the plans and Q 1 E Sr, this calculation are in co I' ce with h Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. PREPARED B Before construction is completed DATE: - this building will be inspected for ? compliance with Section 553.908 I herebyceiti hat thi building,as designed, is in compliance Florida Statutes. i fY 9. 9 'Q with the Florida nerg Code. pf?'SNE' OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.2.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and starting July 1,2017 this project requires an envelope leakage test report with envelope leakage no greater than 5.0 ACH50(R402.4.1.2). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards,is not greater than 0.030 Qn for whole house. A . S 11/2/2017 5:20 PM EnergyGauge®USA-v5.1 -Section R405.4.1 Compliant Software Page,1 of 4 FORM R405-2014 PROJECT Title: Thomas Conway Bedrooms: 2 Address Type: Street Address Building Type: User Conditioned Area: 2301 Lot# Owrier: Thomas Conway Total Stories: 1 Block/SubDivision: •#of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 575 NE 95Th Permit Office: Miami Shores Cross Ventilation: No County: Miami-Dade Jurisdiction: 232600 Whole House Fan: No City,State,Zip: Miami, Family Type: Single-family FL, 33138 New/Existing: Existing(Projected) Comment: CLIMATE • / IECC Design Temp Int Design Temp " He'ating ;•DAign Daily Temp V Design Location TMY Site Zone 97.5% 2.5% Winter Summer" ege Days Moisture Aang'e' • • 604*0 FL,Miami FL MIAMI_INTL AP 1 51 90 70 75 •••449:5 ***56 a Low • BLOCKS •••••• •• ••••• . • Number Name Area Volume ....•. • • 1 Blockl 1414 11594.8 •••••• 2 Block2 887 7273.4 •• • ••• • • • SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1414 11594.8 No 4 2 1 Yes Yes Yes 2 NewSpace2 887 7273.4 Yes 1 0 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Main 131 ft 0 1414 ft2 0.2 0 0.8 2 Slab-On-Grade Edge Insulatio NewSpace2 122 ft 887 ft2 — 0 0 1 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V/ # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Barrel tile 2371 ft2 0 ft2 Medium 0.9 No 0.1 No 0 14 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 150 2301 ft2 Y N { 11/2/2017 5:20 PM EnergyGauge®USA-v5.1 -Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 CEILING wV # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Vented) Main 19 Blown 1414 ftz 0.11 Wood 2 Cathedral/Single Assembly(VentedWewSpace2 19 Blown 887 ftz 0.11 Wood WALLS AdjacentCavity Width Height Sheathing Framing Solar Below Space EL-VaEt n Area lie 1 N Exterior Concrete Block-Int Insul Main 4.1 23 0 8 2 187.8 ftz 4.1 0 0.3 0 _ 2 S Exterior Concrete Block-Int Insul Main 4.1 52 4 8 2 427.4 ft2 4.1 0 0.3 0 _ 3 E Exterior Concrete Block-Int Insul Main 4.1 41 4 8 2 337.6 ftz 4.1 0 • 0.3 0 4 W Exterior Concrete Block-Int Insul Main 4.1 25 10 8 2 211.0 ft2 : 4 T. 0.3 000040 _ 5 N Exterior Concrete Block-Int InsLlNewSpace2 4.1 29 4 8 2 239.6 ft2 •0.4,1• 1000000.3 .••,Q• _ 6 S Main Interior Frame-Wood NewSpace2 4.1 29 4 8 2 239.6 ftz 0 • 0.3 0 00 7 E Exterior Concrete Block-Int InsLMewSpace2 4.1 16 10 8 2 137.5 ft2 .••4' • Q • •0.3 • 0 _ 8 W Exterior Concrete Block-Int Insd11ewSpace2 4.1 32 1 8 2 262.0 ftz •4.1 q • 0.3 ,;•Q' WINDOWS Orientation shown is the entered,Proposed orientation. • • • • Wall Overhang . • • • V # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Seperatio; Inlshade- Soreening 1 N 1 Metal Low-E Double Yes 1.08 0.5 24.5 ftz 1 ft 0 in Oft 11 in None• None 2 S 2 Metal Low-E Double Yes 1.08 0.5 65.0 ftz 1 ft 0 in 1 ft 0 in None None 3 S 2 Metal Low-E Double Yes 1.08 0.5 49.7 ftz 1 ft 0 in 1 ft O in None None 4 S 2 Metal Low-E Double Yes 1.08 0.5 20.0 ftz 1 ft O in 1 ft 0 in None None 5 E 3 Metal Low-E Double Yes 1.08 0.5 36.0 ftz 1 ft 0 in 1 ft 0 in None None 6 W 4 Metal Low-E Double Yes 1.08 0.5 21.6 ftz 1 ft 0 in 1 ft 0 in None None 7 W 4 Metal Low-E Double Yes 1.08 0.5 20.8 ftz 1 ft 0 in 1 ft 0 in None None 8 W 4 Metal Low-E Double Yes 1.08 0.5 11.9 ftz 1 ft 0 in 1 ft 0 in None None 9 N 5 Metal Low-E Double Yes 1.08 0.5 20.5 ftz 1 ft 0 in 1 ft O in None None 10 N 5 Metal Low-E Double Yes 1.08 0.5 20.7 ftz 1 ft 0 in 1 ft 0 in None None 11 N 5 Metal Low-E Double Yes 1.08 0.5 51.6 ftz 1 It 0 in 1 ft 0 in None None 12 E 7 Metal Low-E Double Yes 1.08 0.5 43.5 ftz 1 ft 0 in 1 ft 0 in None None 13 E 7 Metal Low-E Double Yes 1.08 0.5 42.9 ftz 1 ft 0 in 1 ft 0 in None None 14 W 8 Metal Low-E Double Yes 1.08 0.5 4.8 ftz 1 ft 0 in 1 ft 0 in None None 15 W 8 Metal Low-E Double Yes 1.08 0:5 9.3 ftz 1 ft O in 1 ft 0 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000261 1572.3 86.32 162.34 .1798 5 11/2/2017 5:20 PM EnergyGauge®USA-v5.1 -Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP:1 27 kBtu/hr 1 sys#1 2 Electric Strip Heat None COPT 17.2 kBtu/hr 2 sys#2 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 36 kBtu/hr 1080 cfm 0.71 1 sys#1 2 Central Unit Split SEER:16 24 kBtu/hr 720 cfm 0.71 2 sys#2 HOT WATER SYSTEM :.•+:• # System Type SubType Location EF Cap Use SetPnt " ' Cbo"ion000666 0 '• 1 Electric Tankless Main 0.92 1 gal 50 gal 120 deg Ngne SOLAR HOT WATER SYSTEM ' • FSEC C01I2dtur • Stdfq.,„ • Cert # Company Name System Model# Collector Model# 11TV. + Volume, FEF••,' None None •tt2 • • ' ""% DUCTS / —Supply— —Return— Air CFM 25 CFM25 •• HVAC# v # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 350 ft2 Attic 75 1t2 Prop.Leak Free Main —cfm 42.4 cfm 0.03 0.50 1 1 2 Attic 6 150 ft' Attic 40 ftz Prop.Leak Free NewSpace2 —cfm 26.6 cfrn 0.03 0.50 2 2 TEMPERATURES Programable Thermostat:Y Ceiling Fans: I Cooling ]Jan Feb ]Mar Apr Ma Jun [X]]Jul Au Se ]Oct X Nov Dec Venting X]Jan X�Feb X]Mar Apr Ri May Jun [X]Jul Ri Aug XSep t OOctct KI NNov Dec ov Dec Venting [[XX)Jan [[XX Feb [[XX]Mar Jun [[XX]]Jul Aug [[XX Sep l�l Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System None 0 0 0 0 1 -Electric Strip Heat 0% 2-Central Unit 11/2/2017 5:20 PM EnergyGauge®USA-v5.1 -Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescri tive Methods ADDRESS: 575 NE 95Th Permit Number. Miami,FL,33138 MANDATORY REQUIREMENTS See individual code sections for full details. -� 401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level(EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law [Section 553.9085,Florida Statues]requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building.A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 an&R4G14.1.2.The sealing methods between dissimilar materials shall allow for differential expansion and contraction. ; �'• ' • ••:• • R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table Rjq"1.1 shag dd 4f*alled in.•••:• accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1,as applicable to the met4od of conVructiort Where required by the code official,an approved third party shall inspect all components and verify compliance • ••••; • R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an ait Lepl)q&rate df Jiptw1ceeding Tair• changes per hour in Climate Zones 1 and 2,and 3 air changes per hour in Climate Zones 3 through 8.Testing shajlpe ccndxyp 4%with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Testing shall be conducted by either Idividuals as defined in SeVjor 553.993(5)or(7), Florida Statutes or individulas licensed as set forth in Section 489.105(3)(f),fgl,orZi)or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provM=d l)he code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. • • ; • ;, "•'• During testing: • • • ;.••.; 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed;beyond.the intended V&-Slpetstrippirfg or • other infiltration control measures; •• 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures; 3.Interior doors, if installed at the time of the test,shall be open; 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5_Heating and cooling systems, if installed at the time of the test,shall be turned off,,and 6.Supply and return registers, if installed at the time of the test,shall be fully open. �,/ R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers and outdoor combustion air_ (2 R402.4.3 Fenestration air leakage.Windows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 Us/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 Us/m2),when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited,independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. f� R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 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. R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing(Mandatory)AII ducts,air handlers,and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers,shall be constructed and sealed in accordance with Section C4032.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post-construction or rough-in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either individuals as defined in Section 553.993(5)or(7), Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g),or(i),Florida Statutes,to be"substantially leak free"by either of the following: 1. Post-construction test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.All register boots shall be taped or otherwise sealed during the test. 2. Rough-in test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25Pa)across the system,including the manufacturer's air handler enclosure.All registers shall be taped or otherwise sealed during the test.If the air handler is not installed at the time of the test,total leakage shall be less than or equal to 3 cfm (85 Umin)per 100 square feet(9.29 m2)of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 11/2/2017 5:20 PM EnergyGauge®USA-v5.1 - Section R405.4.1 Compliant Software Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) ' R403.2.3 Building Cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. Y R403.3 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C) or below 55°F(13°C)shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. Pr R403.4.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. g R403.4.3 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe rtsejs"have heat traps installed on both the inlets and outlets.External heat traps shall consist of either a commercially ava#ablg flat trapbr a downward and upward bend of at least 3%inches(89 mm)in the hot water distribution line and cold water line Isoetedoas clo%eels ossible • to the storage tank. 000000 • 000000 0 R403.4.4 Water heater efficiencies(Mandatory). 600:6* • 00 0.0 0 R403.4.4.1 Storage water heater temperature controls 0000 see* 0 0 90*0 0000 •...• . R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperfure controls 00000 0 capable of adjustment from the lowest to the highest acceptable temperature settings for the intended rse.The rninirrium 0000 .• •• •0:0 :• temperature setting range shall be from 100°F to 140°F(38°C to 60°C). 000000 0 • . R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit theower supplied•••• • 0000 to electric service systems to be turned off.A separate valve shall be provided to permit the energy sypplied tote main burnsriV • 0 0 • • 000 of combustion types of service water heating systems to be turned off. 00 0 0 0. 0 0 • R403.4.4.2 Water heating equipment. Water Beating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems.,Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors, and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol,Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees of true south. R403.5 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code,Residential or Florida Building Code,Mechanical,,as applicable,or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. pR40eating and cooling equipment(Mandatory). The following sections are mandatory for cooling and heating equipment. R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACOA Manual S based on the equipment bads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This code does not allow designer safety factors,provisions for future expansion or other factors which affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load,but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. r 11/2/2017 5:20 PM EnergyGauge®USA-v5.1 - -Section R405.4.1 Compliant Software Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 9' R403.6.1.1 Cooling equipment capacity.(continued) The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing.Manufacture's expanded performance data shall be used to select cooling-only equipment.This selection shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load- calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multi-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load- 2. When signed and sealed by a Florida-registered engineer,in attached single-and multi-family units,the capacity of i equipment may be sized in accordance with good design practice. !a R403.6.1.2 Heating equipment capacity • i •• •••••• • R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as C3lcullted acg"isg to Section •• R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greatertltA4,0e desigrf cooling load. ' • • • R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the dVjgN •••'•' requirements calculated according to the procedure selected in Section 8403.6.1. •••• • • • • • R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipmentaM dialural draft'atrnospheric"AiWs shall not be less than the design load calculated in accordance with Section R403.6.1. •.•••' •.0:0 ••0 800006•••0• 8403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or kea�ing eq�ipmegt capaciypp, - intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have ecVipment sited ei•controged to prevent continuous space cooling or heating within that space by one or more of the following options; • • 0 000 0 :0000: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas 2. A variable capacity system sized for optimum performance during base load periods is utilized. ❑ R403.7 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. ❑ R403.8 Snow melt system controls(Mandatory). Snow and ice-meRing 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•17,and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40"F. 8403.9 Swimming pools,inground spas and portable spas(Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15.The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. 7 R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil fired pool and spa heaters. All gas-and oil-fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. O� R403.9.2 Time switches. Time switches or other control method that can automatically tum off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps.Heaters,pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site-recovered energy,such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment(Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps- Exception: Low-voltage lighting shall not be required to utilize high-efficacy lamps. R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405-2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. 8405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19.Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space,R-10 is allowed. 1112/2017 5:20 PM EnergyGauge®USA-v5.1 - -Section R405.4.1 Compliant Software Page 3 of 3 i FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the EnergyPerformance Index, the more efficient the home. 575 NE 95Th, Miami, FL, 33138 1. New construction or existing Existing(Projecte 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Concrete Stock-Int Insul,Exterior R=4.1• 1802.80 ft2 b.Interior Frame-Wood,Interior R=4.1••••339.56 ft2 3. Number of units,if multiple family 1c.WA • • R= ' ft? •:• 4. Number of Bedrooms 2 d.N/A ••• •R= ;...;• ft2 • 5. Is this a worst case? No 10.Ceiling Types ••• •*Insulation Area •• • a.Under Attic(Vented) •••••811=19.0 1414.00 ft2;•••• 6. Conditioned floor area(ft2) 2301 b.Cathedral/Single Assembly(Venl"• R=19_%0••8!'(J_00 ft2• • 7. Windows" Description Area c.WA •••••*R= •••• ft2f•;••• a. U-Factor: Dbl,U=1.08 44,2,78 ft2 11.Ducts •• •• ••• ft'••••• SHGC: SHGC=0.50 a.Sup:Attic,Ret:Attic,AH:Main,,"�• ••••� 350 ••••• b.Sup: Attic,Ret:Attic,AH:NewSpar 6 150 •� b. U-Factor. WA ft2 : •: s • • SHGC: 12.Cooling systems stems • •kBtu/hi••Eifitienc • •••• Y . • c. U-Factor: N/A ft2 a.Central Unit ••• 36.6 SEER:14.00•••••• SHGC: b.Central Unit •• • 24.0••SF.E j:16.00• • 00 d. U-Factor. N/A f Z 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Strip Heat 27.0 COPA.00 Area Weighted Average Overhang Depth: 1.000 ft. b.Electric Strip Heat 17.2 COP:1.00 Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area 14.Hot water systems Cap: 1 gallons a.Slab-On-Grade Edge Insulation R=0.0 2301.00 ft2 a.Electric EF:0.92 b.N/A R= ft2 c.N/A R= ft2 b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building , Construction through the above energy saving features which will be installed (or exceeded) , in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. ., y� Builder Signature: Date: . . Address of New Home: City/FL Zip: a� oD tv "Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage(EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. ""Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 11/2/2017 5:20 PM EnergyGauge®USA-v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 Residential System Sizing Calculation Summary Thomas Conway Project Title: 575 NE 95Th Thomas Conway Miami, FL 33138 11/2/2017 Location for weather data: Miami IAP, FL -Defaults: Latitude(26) Altitude(30 ft.) Temp Range(L) Humidity data: Interior RH 50% Outdoor wet bulb 78F Humidity difference 57 r. Winter design temperature(MJB 99%) 52 F Summer design temperature(MJ8 99%) 95 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 18 F Summer temperature difference .:• • Total heating load calculation 24039 Btuh Total cooling load calculation• .'.5291$ Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity " % of ca •Bi th ..:. Total (Electric Strip Heat) 183.9 44200 Sensible(SHR=0.71) : 113.1 V600 • ...... . .... Latent 114.1..1.7.400 • Total • 113.4.WOO ;••. WINTER CALCULATIONS ••:••: : •"• .... ...... Winter Heating Load for 2301 sqft) Load component Load • Window total 443 sqft 8608 Btuh • i4inito�:si '.A Wall total 1600 sqft 2267 Btuh ., Door total 0 sqft 0 Btuhs" {' Ceiling total 2301 sqft 2050 Btuh Floor total See detail report 5374 Btuh s MEW Infiltration 90 cfm 1789 Btuh Duct loss 3952 Btuh Subtotal 24039 Btuh Ventilation 0 Gfm 0 Btuh TOTAL HEAT LOSS 24039 Btuh Ftocrsi2z Fi SUMMER CALCULATIONS Summer Cooling Load for 2301 sqft) Load component Load Window total 443 sqft 21590 Btuh Wall total 1600 sqft 2518 Btuh �tsl ) Door total 0 sqft 0 Btuh Ceiling total 2301 sqft 2778 Btuh `�► Floor total 0 Btuh Infiltration 68 cfm 1491 Btuh O;eTtTnsS , Internal gain 4550 Btuh Duct gain 4734 Btuh '#a#ls4836 Sens.Ventilation 0 cfrn 0 Btuh Blower Load 0 Btuh Total sensible gain 37661 Btuh Infii 1r8°51 Latent gain(ducts) 626 Btuh Latent gain(infiltration) 2627 Btuh Latent}nt22 745 Latent gain(ventilation) 0 Btuh Dvilstl�il # ^- - Latent gain(internaVoccupants/other) 12000 Btuh Int.Ga➢ii#8:r%3 Total latent gain 15253 Btuh TOTAL HEAT GAIN 52914 Btuh EnergyGaugeO Systen 8th Edition PREPARED .' DATE: EnergyGauge®!USRCZB v5.1' Systems Sizing Calculations - Summer Residential Load - Room by Room Component Details Thomas Conway Project Title: 575 NE 95Th Thomas Conway Miami, FL 33138 11/2/2017 Reference City: Miami IAP, FL Temperature Difference: 20.OF(MJ8 99%) Humidity difference: 57gr. Component Loads#or Room#1:,Mann 0000 0000.. Type" Overhang Window Area(sqft) HTM Ldad • Window Panes SHGC U InSh IS Omt Len H t Gross ShadedUnshaded Shaded Unsha%d • :000:0 • 1 2 NFRC 0.50, 1.08 No No N 1.Oft 0.9ft 24.5 0.0 24.5 32 3200:" 94 Btuh 0 2 2 NFRC 0.50, 1.08 No No S 1.0ft 1.0ft 65.0 65.0 0.0 32 34.0• • 2108' Btuh :0 0 0 0. 3 2 NFRC 0.50, 1.08 No No S 1.0ft 1.Oft 49.7 49.7 0.0 32 340 0 0 10641•$juh ' 4 2 NFRC 0.50, 1.08 No No S 1.0ft 1.Oft 20.0 20.0 0.0 32 3%.0 0 90 649 o 8tuh 5 2 NFRC 0.50, 1.08 No No E 1.Oft 1.Oft 36.0 0.0 36.0 32 7Q0000 2632 0 Btuh ••••• 6 2 NFRC 0.50, 1.08 No No W 1.0ft 1.Oft 21.6 0.0 21.6 32 7Q • 0 15Q:0 Btuh -0:6 7 2 NFRC 0.50, 1.08 No No W 1.Oft 1.Oft 20.8 0.0 20.8 32 70 1465•Btuh 0 8 2 NFRC 0.50, 1.08 No No W 1.0ft 1.0ft 11.9 0.0 11.9 32 74••:•: 838 §tuh ..••:• Window Total 250 (sgft) Walls Type U-Value R-Value Area(sqft) HT Loll, :••••: Cav/Sheath ••: 1 Concrete Blk,Hollow-Ext 0.09 4.1/4.1 163.3 1.9 302 Btuh 2 Concrete Blk,Hollow-Ext 0.09 4.1/4.1 292.7 1.9 542 Btuh 3 ConcreteBIKHollow-Ext 0.09 4.1/4.1 301.6 1.9 558 Btuh 4 Concrete Blk,Hollow-Ext 0.09 4.1/4.1 156.6 1.9 290 Btuh Wall Total 914 (s ft) 1693 Btuh Ceilings Type/Color/Surface U-Value R Value Area(sqft) HTM Load 1 Vented Attic/Light/Tile/RB 0.049 19.0/0.0 1414.0 1.18 1664 Btuh Ceiling Total 1414(sgft) 1664 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 1414(ft-perimeter) 0.0 0 Btuh Floor Total 1414.0 (s ft) 0 Btuh Zone Envelope Subtotal: 14874 Btuh Infiltration Type Wholehouse ACH Volume(cuft)Wall Ratio CFM= Load Natural 0.22 11595 0.67 45.6 1002 Btuh Internal Occupants Btuh/occupant Appliance Load gain 4 X 230 + 0 920 Btuh Sensible Envelope Load: 16797 Btuh Duct load Extremely sealed,Supply(R6.0-Attic),Return(R6.0-Attic) (DGM of 0.195) 3283 Btuh Sensible Zone Load 20079 Btuh EnergyGauge®J USRCZB v5.1 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Thomas Conway Project Title: Climate:FL MIAMI_INTL AP 575 NE 95Th Thomas Conway Miami, FL 33138 11/2/2017 C+amp6neii Loads for Rociirix# :-New4pace ? _ ., 1 x Type* Overhang Window Area(sqft) HTM L*O..:. Window Panes SHGC U InSh IS Omt Len H t Gross ShadedUnshaded Shaded Uns de •' 9 2 NFRC 0.50, 1.08 No No N 1.0ft 1.Oft 20.5 0.0 20.5 32 320• • U50 331uh • 10 2 NFRC 0.50, 1.08 No No N 1.0ft 1.0ft 20.7 0.0 20.7 32 Mee* • 670 Btuh 0000:0••��• 11 2 NFRC 0.50, 1.08 No No N 1.Oft 1.0ft 51.6 0.0 51.6 32 32••: . 1674•Btuh ' • 12 2 NFRC 0.50, 1.08 No No E 1.Oft 1.Oft 43.5 0.0 43.5 32 70.00 3062.81uh • • 13 2 NFRC 0.50, 1.08 No No E 1.0ft 1.0ft 42.9 0.0 42.9 32 7O • Aa6.lituh ••••• 14 2 NFRC 0.50, 1.08 No No W 1.0ft 1.0ft 4.8 0.0 4.8 32 70 334.lituh ••••• 15 2 NFRC 0.50, 1.08 No No W 1.0ft 1.0ft 9.3 0.0 9.3 32 76 • • 6Jt.Qtth ...•.• Window Total 193 s ft •• 10072$tuh • Walls Type U-Value R-Value Area(sqft) HTj9* Load •••••• Cav/Sheath • • i••••. �00*0 � 5 Concrete Blk,Hollow-Ext 0.09 4.1/4.1 146.8 1.9••• ; 2072• Btah • • 6 Frame-Wood-Int 0.14 4.1/0.0 239.6 0.0 0 U4h 7 Concrete Blk,Hollow-Ext 0.09 4.1/4.1 51.0 1.9 95 Btuh 8 Concrete Blk,Hollow-Ext 0.09 4.1/4.1 248.0 1.9 459 Btuh Wall Total 685 (s ft) 826 Btuh Ceilings Type/Color/Surface U-Value R-Value Area(sqft) HTM Load 2 Cath/Sngl Assem/Light/Tile/RB 0.050 19.0/0.0 887.0 1.26 1114 Btuh Ceiling Total 887(sqft) 1114 Btuh Floors Type R-Value Size HTM Load 2 Slab On Grade 0.0 887(ft-perimeter) 0.0 0 Btuh Floor Total 887.0(sgft) 0 Btuh Zone Envelope Subtotal: 12011 Btuh Infiltration Type Wholehouse ACH Volume(cuft)Wall Ratio CFM= Load Natural 0.22 7273 0.33 22.2 489 Btuh Internal Occupants Btuh/occupant Appliance Load gain 1 X 230 + 3400 3630 Btuh Sensible Envelope Load: 16130 Btuh Duct load Extremely sealed,Supply(R6.0 Attic),Retum(R6.0-Attic) (DGM of 0.090) 1452 Btuh Sensible Zone Load 17582 Btuh EnergyGauge®/USRCZB v5.1 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Thomas Conway Project Title. Climate:FL MIAMI_INTL AP 575 NE 95Th Thomas Conway Miami, FL 33138 11/2/2017 e SYSTEM:GRO1fps,,(BLOc iLfli-- ;S)= Sensible Envelope Load 0416197 Stuh • •• + a 04600 Window Excursion •••; • 0 Btuh .... . ...... Cooling Loads Sensible Duct Load (duct gain multiplier of 0.195) 000 . 32N-Stuh ' Sensible ventilation 0*0 O.Qtuh o.:--* For System(s): Zone Sensible gain •• 2007V Muh • 1 Latent infiltration/ventilation gain 1 Nq I#Vh •" Serving Zones: Latent duct gain 4 a Btwh • 1 Latent occupant gain 800 BIuh Latent other gain 8500 Btuh Total block load, 31584 Btuh Sensible Envelope Load 16130 Btuh Window Excursion 0 Btuh Cooling Loads Sensible Duct Load (duct gain multiplier of 0.090) 1452 Btuh Sensible ventilation 0 Btuh For System(s): Zone Sensible gain 17582 Btuh 2 Latent infiltration/ventilation gain 861 Btuh Serving Zones: Latent duct gain 187 Btuh 2 Latent occupant gain 200 Btuh Latent other gain 2500 Btuh Total block load 21330 Btuh EnergyGauge®/USRCZB v5.1 Page 3 Manual J Summer Calculations Residential Load - Component Details (continued) Thomas Conway Project Title: Climate:FL_MIAMI_INTL AP 575 NE 95Th Thomas Conway Miami, FL 33138 11/2/2017 1"OlLIE-HOUSE.TOTALS' Sensible Envelope Load All Zones 32Uz.Btuh • ...... Sensible Duct Load 47.34 Btuh •• ...... ...... Total Sensible Zone Loads "'; 37661 Btuh , Sensible ventilation .•• O''ftlh • Blower • ...... .O .Btuh ••••• Whole House ' Total sensible gain "• '• 37661*ytuh ••'• Totals for Cooling Latent infiltration gain (for 57 gr. humidity difference) 26ZZ.nwh "••'� Latent ventilation gain ••. .0.Btwh • Latent duct gain 626 Btuh Latent occupant gain (5.0 people @ 200 Btuh per person) 1000 Btuh Latent other gain 11000 Btuh Latent total gain 15253 Btuh TOTAL GAIN 52914 Btuh EQUIi!IMEkT p 1. Central Unit None#None 36000 Btuh 2. 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O, � PECTIO POST O� SITE Peen Na. R -11-17-267 Miami Shores Village: 10050 N.E.2nd Avenue r owe Miami Shores,FL 33138-0000' Phone:-(305)795-2204 Fax:.(305)756=8972 p tssus Date: 12/18/201.7 ++ Expires. 46/20' . INSPECTI6N_;REQUESTS. (305)762=4949 or'Log on at,https://bldg.miamisfioresviHage-cdm/Cap REQUESTS ARE ACCfPTED'DURING 8:30AM-3:30PM FOR•THE FOLLOWING BUSINESS DAY. Ruts.mu$t bre>r+eiad�by:,3 pm fortollowing day in'apections. ' ► rc� �uction Parcel #:1-'132a1=4070 Owner's°Name:THOMAS N C Y Owners'Phone:r (786)218-2757 Job Address: s;9,_, Total Square Feef X271 6ohd*uirtber. 3595 Total Job Valuation: P $ 28,000.00 WORK 1S ALLOWED; MONDAY THROUGH'FRIDAY,8:OOA10 7:6OPFA. -Cont tor. SATURDAY 8:00AM-6:OOPM. AA°MAS f RS CONSl`t UOTICJN DEQ 2 4-0667 Yes; -NO WORKdS ALLOWED ON SUNDAY'OR $: BUILDINGAND`ROOFINGlNSPECTIONARiE y tet` N THROUGH FRIDAY. t 11A0�DAY.� �Y S �w� ,r f� `NO INSPECTION WILL-13E MAD&UNLtt8 THE PERMIT CARD,IS DISPLAYED AND:HAS BEEN APPROVED. PLANS, RE_R'EADLY AVAILABLE. ITIS Y-ry-•THE`P$RMIT APPLICANTS.RESPONSIBILITY TO ENSURE,THAT WORK IS:ACCESSIBL'E AND EXPOSED FOIdNSPECTION,PURPOSES. NEITHER THE.BUILDJ14G OFPICIAL NOR THE CITY SHALL AStLIABLE FOR E;XPFNSE ENTAILED IN THE REMOVAL OI*REPLACEMENT OF ANY MATERIAL REQUtRE13 TO ALLOW INSPECTION. WARM� � T � OWIVf R: 1F #� FA�L.URE T4 RFCOtD *- A NOTICE OF E�"f` IIAAY_RESULT. IN YOUR �PAYfN'C TWICE FOR 1ICII R�VEI �S Tom' 'PRO" A NOTICE OF ComMtNCEi PENT NFUST BE Cf ECORDED AND° POSTED ON 'E JOB SITE B"E�ORE THE FIRST IRf�SREClO 1'F YOU INT I TO Of A� FINANCING, c6Ns tf WITH YOUR LE ON= Off' ATTORNEY _BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE t3j O"ENCEMENT. _ 4-44-'v 4 tJ �r "NS'PX,'E 1 a J � ` a,. � .-,.:.r '7�`tr'.:r..•- t ...-... ._- .:;'+ ,� .•c•.- •r"�i H- '*ni ..,Y L7 WINDOWS& M iiVSPEiQN , > > DOORS �, i Si' '�' t PEi�I'(iitV� a�� d•�pAi'E' >`;2'tNSifrv-;: fQtr�dattOn t ,`"` _ Attaehmerii: �.•�':. .tty Ir np t4 - N; -y[ +�*Y 4. - S•?f�/? • "Y .;PUBLIC WORKS "G ,ts"Qs �. n }'�'^' ,dL. 'K• p- ,.,,�y '- _,� E..q.S..aLtQn: Y�r.'�:--�._ - ter" ,,�',S. •� YitC , taming ELECTRICAL ary ` - - Pool$teel" a �� a Roc - ttiNtC dec!< �,; �evet�tsar a Pool, ,. s- UneCer rQ.cd _.t �' -�� irffierti` Lor "� ., - F n!hR Ca t Footer C�t�ountd ,z c l •Y th 4t-' f Li'.Bas tn' t'� - Final Stab, ,�.. ,._.... Coit WaII Rough'. 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