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RC-17-471Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 897 NE 91 Terrace Miami Shores, FL 33138 - Owner Ir.fo:mation TIMOTHY JAMES MARSH JAMES it NO. RC -2-1747 Type: Residential Construic Ciassifrcation: AdditionfAlteration Permit Status: APPROVED Address Parcel Number 1132060050300 Block: Lot: 3250 NE 1 Avenue MIAMI FL 33137- 3250 NE 1 Avenue MIAMI FL 33137- Contractor(s) Phone Cell Phone DREMCON CONSTRUCTION CORP (305)903-6282 Phone Expiration: 09/25/2017 Applicant V TIMOTHY JAMES MARSH JAME. Valuation: Total Sq Feet: Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of C:nstruction: INTERIOR REMODEL OF KITCHEN Storie• 1 Front Setback: Left Setback: Bedrooms: 3 Plans Submitted: Yes Certificate Date: Bond Return : Fees !Jule CCF DBPR Fee DCA Fee Education Surcharge Lost Plans Fee Permit r«:e Scanning Fee Technology Fee Total: ens Amount $25.20 $18.90 $18.90 $8.40 $250.00 $1,260.00 $15.00 $33.60 Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: 3 Certificate Status: Additional Info: Classification: Residential $1,630.00 fl Pay Date Pay Type Invoice # RC -2-17-63047 03/29/2017 Check*: 255 02/23/2017 Check* 151 Amt Paid Amt Due $ 1,580.00 $ 50.00 $ 50.00 $ 0.00 $ 42.000.00 1 Available Inspections: Inspection Type: Drywall Miscellaneous Window Do ir,\ttachmeit Tie Beam Final Framing Insulation Final PE Certification Truss Insp Foundation Window and Door Buck Columns FII Cells Coium,s Wire Lathe Review Building Review Mechanical Declaration of Use F. i armite . eller F Elevation Certificate Review Panning Review Structural Review Fleetrical Review In considt:ration of the issuance to me of this perrr t, I agree to perform the work covered hereunder in compli ince with ail oiclinances and regulations pertaining thereto and in strict conformity with the plai s, drawings, statements or specifications submitted to the prof ar authort es of Miami Shores Village. In accepting this permit I assume responsibility for all 'ork done b; either myself, m; agent, servants, or errs;=;..:_ unce:rt.iii that separate permits are required for ELECTRICAL, PLUMBING, MECHANICA , WINDOWS, DOORS, ROOFING and SWIMMING POOL wor'c. OWfv�r.; rivrkvIT: I� err, x- -li the foregoinc information is accurate and that all work will be done in con, ,liance with all apulicable 'aws regulating construction and z• • 'r rmore, I aut • e the t bove-named contractor to do the work stated. Authorize. . . " ner / Applicant / Contractor / Agent Mar :h 29, 2017 Buth1 ng Department Cop V March 20. 2017 Jle 1 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 2014 Master Permit No. P C- Sub Permit No. ❑ BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS A•q- 91 Ac i Ali to r4.1 01696 f L. 3j37 JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: / 1— –00S – 03 o () Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: Flood Zone: BFE: OWNER: Name (Fee Simple Titleholder): Jc_1v11' S ( he r Address: Al c-,‘ e'4 Le,e1Q NO FFE: Phone#: c 6, 0 3 (� City: A4 16. YYt t V C h State: l'7 cc,C h / L Tenant/Lessee Name: 11 Phone#: Email: CONTRACTOR: Company Name:'d e.rv►Coil CcsirtS t...“)C.t03 A CC e Address: (J'3 3 AWS 6 3 'a 5 -t u e 4( co p: Phone#: 30J C21° Can City: CD()f e -L\ State: V- L Zip: 3 3 I ((P r Qualifier Name: e \e' vid (9 t�.»'✓1e 2 Phone#: 3 cDS "-^'103 - (o)X01 (j State Certification or Registration #: C c f-.2-�s0 S Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 4 .000 Square/Linear Footage of Work: /1 e{©° Type of Work: E Addition E Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: &e Ae (o`1e ✓i'.o • L –_ Or rl ® �Q� /l Specify color of color thru tile: 12 (coo QC ts- LcicgA Submittal Fee $ p#ri ® .Permit Fee $ co/CC $ Scanning Fee $ � Radon Fee $ 15 DBPR $ l $ ' Notary $ Technology Fee $ '� Training/Education Fee $ Double Fee $ Structural Reviews $ (Revised02/24/2014) Bond $ TOTAL FEE NOW DUE $ S.:3 © i 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 r Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature(I/L9��1:� Signature OWNER or AGENT 1 NTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 3 day of 0-c C f l her , 20 1 LO , by .2 k day of A—D"coe4ssw- , 20 441, by \f) 1 > Un SS V' , who is personally known to C:°a,,STArk. to Tr *4••.°os#who is personally known to me or who has produced of \ LIc.-00 Ls me or who has producedC identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print W oe Seal: b _ Notary Public • State 01 Florida zm, e dr Commission # GG 026326 �'•.,��'�;?;• My Comm. Expires Aug 31, 2020 ***************************** *** APPROVED BY (Revised02/24/2014) Sign: Print: Seal: as ************** Plans Examiner Structural Review URANIA CRUZ Notary Public, State of Florida Commisslont FF 949227 My comm. e 4. res Jan. 12 29111 ****** * Zoning Clerk Miami Shores Village Building Department 10050 N.E2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR / ARCHITECT Permit N. (6, - / s ` 4 Owner's Name (Fee Simple Title Holder): n" eo 1 ho rn8.5 Phone #: Owner's Address: 1/1br vey lcxrn2 City: 4ic y i State : - Zip Code: 33139 Job Address (Of where work is being done): S ' `A1 'Tarr City: Miami Shores '. State: Florida x Zip Code: 33138 Contractor's Company Name: e yr con 4ruCAlon CLT Phone #: 305 `:03 6252 . Address: (B933 Lst) 5,3 st6t.Pck-e (-{50 City: '::,t -ca‘ State: "C`or3,0k Zip Code: 33 k.GC, Qualifier's Name : Mo 1at ro �. v� e i; Lic Number: G Gic k5-1-3 S Architect! Engineer of Record Name: 6')( 61 6(7) Naki.A-eckt.ma 4.C, Phone #: qf8G. 6,8f3 382 I Address: 34% vtoryva Rve. SYY. Z City: e g. State: otri q Zip Code: 33 \'2'4 Describe Worlc hereby certify that the work has been abandoned and/or the contractor/architect is unable or unwilling to complete the contract. 1 hold the Building Official and the Miami Shores harmless of all legal in co e ent. Signature ftAlk! .n Signature Owner or Agent The foregoing instrument was aknowledged before me this day of 200 ,by 0. Who is personally known to me or who has produced as indentification. N Si Seal: RA LOZANO Notary Public - State of Florida Commission # GG 001702 ��'op�o;� My C.mm. Expires Jun 13, 2020 Bond d throng Nation Notary Assn tra v. or Architect The foregoing instrument was aknowledged before me this ‘.1) day of � 20/} by who is personally known to me or who has produced :g4jcic/ro C►iP2 Notary Si as indentificadon. 414%, :ARBARA LOZANO i% Notary Public - State of Honda Commission # GG 001702 IIII -A� P.ac My Comm Expires Jun 13, 2020 8 nded through Nanunai Notal v Assn Prepared by: MICHAEL S. TOBIN, ESQUIRE ROTHMAN & TOBIN, P.A. 11900 Biscayne Boulevard, Suite 740 Miami, FL 33181 SPECIFIC POWER OF ATTORNEY RELATIVE TO THE MAINTENANCE AND MANAGEMENT OF HOMESTEAD, NON -HOMESTEAD REALTY, AND OTHER PROPERTY KNOW ALL MEN BY THESE PRESENTS. That JAMES THOMAS BLACK, PRINCIPALS, have made, constituted and appointed, and by these presents does make, constitute and appoint IVO VASSILEV, their true and lawful attorney for PRINCIPALS and in PRINCIPALS name, place and stead to execute any and all documents for, to receive any and all funds for, and to disburse any and all funds necessary incident to the purchase of real property located at: 897 NE 91' TERRACE, MIAMI SHORES, FL 33138. Legally described as: Lot 26 and the East 1/2 of Lot 25, Block 2, of GOLDEN GATE PARK ADDITION, according to the plat thereof as recorded in Plat Book 6, Page 130 of the Public Records of Miami -Dade County, Florida. Together with certain improvements and personalty located thereon, WHETHER SAME CONSTITUTES HOMESTEAD OR NOT AS OF THE TIME OF THE PURCHASE, (hereinafter sometimes collectively referred to as the PROPERTY), giving and granting unto said attorney full power and authority to do and perform all and every act and thing whatsoever requisite and necessary to be done in and about the premises as fully, to all intents and purposes, as the PRINCIPALS might or could do if personally present, with full power of substitution and revocation, including, but not necessarily limited to 1 . The signing of permits and plans to submit for approval. 2. The signing of all documents necessary to open any utility accounts. 3. The signing of any other documents necessary to manage and maintain the subject property. 4. The performance of any other act required to manage and maintain the subject property. hereby ratifying and confirming all that said attorney or substitute shall lawfully do or cause to be done by virtue hereof. The authority herein conveyed may only be terminated or changed in writing. The undersigned hereby releases and holds harmless any third party relying upon the authority herein conferred absent knowledge of the revocation, modification, or termination hereof. IN WITNESS WHEREOF, the undersigned has executed and affixed his/her social security number, (if any,) to this fiewer of attorney. STATE OF ft COUNTY OF d iti,,,•o i PRINCIPAL: J/ "V THOMAS BLACK I hereby certify that on this 1 day of , 2016, before me, the undersigned authority duly qualified to take acknowledgements, personally appeared JAMES THOMAS BLACK, to me well kno_ or who presented as identification, who acknow edged before me that he executed the foregoing POWER OF ATTORNEY and who did/did not take an oath. (Seal of Notary) ��*av Pi* LAWRENCE F. KAIZEN o MY COMMISSION# FF 982149 e„ EXPIRES: May 1, 2020 FOF viol. Bonded Tin Budget Nally Services Notary Publ. Print name: Page 2 of 2 glIM ARK E T 1 N 0 SOLU T IONS ESPIRITO SANTO 275 UNIVERSITY DR, UNIT 2 CORAL GABLES , F Phone : 305.461.2882 E-mail: plots Invoice No. 71829 Website : www.esmktg.com BILL TO: SPECIAL INSTRUCTIONS : Miami Shores Village Building Department 10050 NE 2 Ave Miami Shores Village FL 33138 ORDER BY: Magaly Fonseca 31 2,1 I ci 786.663.8107 PICKUP & DELIVERY Date: Due Date: Project / Job No. 3/24/2017 3/24/2017 897 NE 91 Terr (RC17-471) Item Qty Description Rate Amount 1.0 5.7 3.0 174 1 75 29 ORIGS- 36x24- 1 SET -Prints On bond - Bound Plotting On Bond - Per SQ. FT. Strip Binding - 24" - 30" - 36" -Each 75 ORIGS- 8.5x11- 1 SET- Photocopies On bond- UNBound 0.25 0.95 0.15 43.50 0.95 11.25 As of 05/01/14, terms of payment are the net amount of the invoice in US currency within thirty (30) days of the date of the invoice. A late payment charge of one point five percent (1.5%) of the amount of the invoice will be charged for each month, or any portion thereof, that payment is not made within thirty (30) days of the date of the invoice. Subtotal: $55.70 Sales Tax: (7.0%) $3.90 Total $59.60 tSPIk110 SANIu MNkrt' YG 501_0110 2713 IJN1131kb10 21UF IIAFlI G -BIL' Fi 33134 Aft, 41:1 211 2 Phone Order Merchant 1D: 542929806592739 Term ID: LK675963 M,,1 24. 2111 B.dtchv 0UU213 131:41 PI. lire 11; 1304/13173 MASTERCARD Entry Method: M XXXXXXXXXXXX5722 Seo.a: 0003 APPr Code: 036201 Total:$ 34.60 IIVS Code- Y LVV2 todr: M APPROVED 1 agree to 1,5Y above total amount accordlnv to card issuer avreement (Merchant avreement if edit ..,,i,hrrl MCI t haul 1 PY 11f,10 r1U TRANSACTION ENCRYPTED BY WORI.DPAY REFERENCE ID: 1703242190003 275 University Drive, Coral Gables, FL 33134 Ph: 305.461.2882 www.esptritosantographlcs.com • plots@esgraphlcs.net Date:A ) (24 Po I -- _ PiRITO S A TQ MARKETING SOLUTIONS QUICK ORDER FORM DESIGN PHOTOGRAPHY 0 PRINT 111 SIGNS Company: Name: Phone: MCtc�►1 TOcLSeCq 1Q)6 - b�3 -810i Personal Email: JOb NOM Email: DO. date: Job Description: i2)c, - 4-11 ecri NE. co r '15)0 .B \ LU 6-x10 (962k 1 ,� 25 Cash 3Lex a4. plcints an8 c 1,010 • Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-236596 Permit Number: RC -6-15-1438 Scheduled Inspection Date: December 10, 2015 Inspector: Rodriguez, Jorge Owner: JAMES THOMAS BLACK, TIMOTHY Iweu�c eewo Job Address: 897 NE 91 Terrcuace Miami Shores, FL 33138 - Project: <NONE> Contractor: TBA Permit Type: Residential Construction Inspection Type: Work Classification: Addition/Alteration Phone Number Parcel Number 1132060050300 Building Department Comments INTERIOR REMODEL OF KITCHEN BATHROOMS 9 WINDOWS AND 3 DOORS AND FLOORING 10/30/2015 BUILDING OFFICIAL REVIEWING EMPLOYEES WORKERS COMPENSATIONS COVERAGE. 11-05-15 _mot with Gabriel Matos qualifier for universal Gros ir Irv. and Infractio Passed Comments INSPECTOR COMMENTS False issued a stip Stop Wurk Older. May not proceed with the project until the cqfitottgid"aut1li11tNnents proof of workers compensatio employees as Ai filer section 105.3 /1/7/1/7th eiition of the 2014 FBC.r ® ( Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid i1/0.124 4449 7 : #/ >-- December ` December 09, 2015 For Inspections please call: (305)762-4949 Page 3 of 44 Ma ecd6�:%�I • Notice of Preventative Treatments for Termites (As required by Florida Building Code (FBC) 104.2.6) 12/8/15 Date Premise 75 Product Used 8310 SW 43rd Street • Miami, FL 33155 Phone: 305-221-3149 897 NE 91 TERR Miami Shores,F1 .05% Percent Concentration Address of Treatment or Lot/Block of Treatment 11:00 a.m Time Mike Gonzalez Applicator Imidacloprid 40 Gallons Chemical used (active ingredient) Number of gallons applied 360 SF Area trreated (square feet) Linear feet treated Horizontal & Adjoining Slab Stage of treatment (Horizontal, Vertical, Adjoining Slab, retreat of disturbed area) As per 104.2.6- If soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. If this notice is for the final exterior treatment, initial and dats this line t #7 a 12/8/15 SOUTH FLORIDA S.G. & E. ENGINEERING STRUCTURAL, GEOTECHNICAL & ENVIRONMENTAL ENGINEERING Testing Laboratory Certificate Number 04-0329.02 8060 West 23'd Avenue Suite #7 Hialeah Florida 33016 Telephone: (305) 826-3855. Fax: (305) 826-8545 E Mail: soflaengineering @yahoo.com Field Density Test of Compacted Soils Client Test #1 NW side Date: 12/03/2015 Address 893 NE 91 Terrace , Miami Shores, Fl Order# 14-00007 Project 893 NE 91 Terrace , Miami Shores , Fl Contractor D-10926 Description Fine sand Location Test #1 NW side Lab# D-10924 Location Test #2 SE side Lab# D-10925 Location Test #3 NE side Lab# D-10926 Location Test #4 WC side Lab# D-10927 Location Lab# Location Lab# Test Results of Field Densities ASTM method: D-2922-81 Description of Test Area Density test - 893 NE 91 Terrace , Miami Shores Lab No. D-10924 D-10925 D-10926 D-10927 Test No. 24 25 26 27 Depth in inches 12" 12" 12" 12" Field Density (lbs/Cft.) 112.4 113 113.4 113.2 Moisture Contents % 8.5 9.7 8.9 9.4 Maximum Density % (in the field Req. Compaction by job specs 100% Max. Density (Proctor) Proctor No. 95.0 95.5 95.9 95.7 95% 95% 95% 95% 118.3 118.3 118.3 118.3 P-222 P-222 P-222 P-222 Optimum Moisture % Remarks 83 1) All the above tests comply with the job specifications. Checked By J.C. Report By W.M. Respectfully Su South Florida S.G.. lk Arshad Vigar,1'.E Florida Registration Number:38863 SOUTH FLORIDA S.G. & ENGINEERING STRUCTURAL, GEOTECHNICAL & ENVIRONMENTAL ENGINEERING Testing Laboratory Certificate Number 04-0329.02 8060 West 23d Avenue Suite #7 Hialeah Florida 33016 Telephone: (305) 826-3855. Fax: (305) 826-8545 E Mail: soflaengineering @yahoo.com PROCTOR COMPACTION TEST DATE: 12/03/2015 CLIENT: PROJECT: 893 NE 91 Terrace Miami Shores , Fl ADDRESS: 893 NE 91, Terrace ,Miami Shores , Fl SAMLPED BY: J.T. TESTED BY: J.Ch. TEST RESULTS Sample Number 1 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 101b. Hammer and 18" drop AASHTO designation T -180-C. % MOISTURE 5.2 8.3 11.1 DRY DENSITY lb/cu.ft. 112.2 118.3 112.4 120 118 Optimum Moisture 8.3 Percent 100% Maximum Dry Density 118.3 lbs./cu.ft. 116 114 112 110 % MOISTURE 4 6 8 10 12 14 16. 18 Respectfully S South Florida S itted By, q%. ering Ars i . . 'gar, '. Florida Registration Nuurnber...38863 SEAL: - D R Y D E N S 1 T Y 3294 Local BusjqgssTax Receipt Miami -Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY 6594247 BUSINESS NAME/LOCATION DREMCON CONSTRUCTION CORP 8333 NW 53 ST 450 DORAL FL 33166 OWNER DREMCON CONSTRUCTION CORP ALEJANDRO E NUNEZ, QUALIFIER Worker(s) 1 RECEIPT NO. RENEWAL 6865019 EXPIRES SEPTEMBER 30, 2017 Must be displayed at place of business Pursuant to County Code Chapter 8A - Ari. 9 & 10 SEC. '' Y_'= OF BUSINESS 196 GENERAL BUILDING CONTRACTOR CGC1523508 PAYMENT RECEIVED BY TAX COLLECTOR $45.00 08/31/2016 Acct02-16-000343 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit, or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles - Miami-Daide Code Sec Ba -216. For more information, visit www.miamidade.govhaxcollcc! r DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 NUNEZ ALEJANDRO ENRIQUE DREMCON CONSTRUCTION CORP 8333 NW 53RD ST SUITE *450 DORAL FL 33166 Congratulations' With this kcense you become one of the nearly one million Flondrans licensed by the Department of Business and Professional Regulation Our professionals and businesses range from architects to yacht brokers. from boxers to barbeque restaurants, and they keep Florida's economy strong Every day we work t0 bnprove the way we do business m order to serve you better For information out our services. please leg onto www.myfloridalicense.com There you can frrd more information about our divisions and the regulations that impact you subscribe to department newsletters and learn more about the Department's mlbatrves Our mission at the Department is License Effioentty. Regulate Fairy We constantly store to serve you better so that you can serve your customers Thank you for doing business in Florida. and congratulations on your new License' RICK SCOTT. GOVERNOR (850) 487-1395 - STATE OF FLORIDA Veep DEPARTMENT OF BUSINESS AND • PROFESSIONAL REGULATION CGC1523508 `> SUED 08/21/2016 CERTIFIED CONTRACTOR NUNEZ. AL DREMCON CO IS CERTIFIED inter the pro* 43 ahs of Co sae FS f wawor ala As 1' :q1 000141MCS.1113 DETACH HERE KEN LAWSON. SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD LICENSE NUMBER The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provts ons of Chapter 489 FS Expiration date AUG 31, 2018 NUNEZ ALEJANDRO ENRIQUF DREMCON CONSTRUCTION COR 8333 NW 53RD ST SUITE 9450 DORAL FL 3316E AR o® CERTIFICATE OF LIABILITY INSURANCE DATE (PAWDDMYYY) 1/24/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIES r9ELOW., THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: ff the certificate holder is an ADDITIONAL INSURED, the policy(les) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRouucER SUNZ,�Insurance Solutions, LLC. ID: (TLR) c% TLR of Bonita, Inc 700 Central Ave, Suite 500Eir0= St. Petersburg, FL 33701 Cr Workers' Comp Department PHONE FAX 727-520-7676 x 3 Wt. Not: 727-525-3862 ADDRESS: certs@encorehr.com INSURER(S) AFFORDING COVERAGE NAM* INSURER A : SUNZ Insurance Company 34762 INSURED TLR of Bonita, Inc EnterpriseHR 700 Central Avenue Suite 500 St. Petersburg FL 33701 INSURER B: INSURER C : INSURER D: $ INSURER E : $ INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POUCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSD SUER WVD POLICY NUMBER POLICY EFF (MMIDDIYYYY) POLICY EXP (MMIDD/YYYY) LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ PREMISES (Ea occurrence)GE TO DCLAIMS-MADE $ OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE POLICY OTHER LIMIT APPLIES JCT PER: LOC PRODUCTS - COMP/OP AGG $ $ AUTOMOBILE LIABILITY ANY AUTO OWNED AUTOS ONLY AUTOS HIRED AUTOS ONLY SCHEDULED AUTOS NON -OWNED AUTOS ONLY COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAR EXCESS LJAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ $ DED RETENTION $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANYPROPRIETORIPARTNER/EXECUTIVE Y� OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yyea describe under DESCRIPTION OF OPERATIONS below N/A WCPE00000001 12 6/1/2016 6/1/2017 ., STATUTE OOTTH- EL. EACH ACCIDENT $ 1,000,000.00 EL DISEASE - EA EMPLOYEE $ 1,000,000.00 EL. DISEASE - POLICY LIMIT $ 1,000,000.00 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space Is required) Coverage Provided for all leased employees but not subcontractors of: Dremcon Construction Corp Client Effective: 10/28/2015 TE HOLDER CANCELLATION 8914 Miami Shores Village BuildingDepartment 9 P 10050 NE 2nd Ave. Miami Shores FL 33138 1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORQiDREPRESENTATIVE , 4 Glen J Distefano r. ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 33896956 1 Diaster Certificate I Aimee Gray 11/24/2017 6:49:51 AM (CDT) I Page 1 of 1 CONSTRUCTION We Construct the Best Remodel the Rest! CONTRACT # 15-4343 TO: JAMES THOMAS BLACK ADDRESS: 897 NE 91 TER MIAMI FL 33137 RE: REMODEL HOUSE. DATE: 8/14/2015 Universal Group is pleased to quote the following: • . • . • •^ • ••••s. • •.,•.. •.•. •.•. •..•.• •. •. .. ••••.. • . . •• • • • • .. OOOOOO .••• • • ••..•. • ••...• •• • •.••.• •• • • •• • ••.. • • • ••.•.. • • ..• • • . .• • SUMMARY OF SPECIFICATIONS CONTRACTOR SHALL PERFORM AND COMPLETE THE WORK IN A GOOD WORKMANLIKE MANNER ALL WORK WILL BE DONE ACCORDING TO THE 2014 FLORIDA CODE AND MIAMI GARDENS BUILDING COMPLIANCE: • ELECTRICAL • PLUMBING • AIR CONDITIONING $ 6500.00 $3000.00 $5500.00 • BUILDING (INSTALLATION WINDOWS, FLOORS, TERRACE, PAINT, • BATHROOM, FLOOR BOARD, KITCHEN INSTALLATION $18,000 • ONLY LABOR IS INCLUDED IN THIS CONTRACT. • OWNER SUPPLIES ALL MATERIAL (KITCHEN TILE, LIGHT FIXTURE, BATHROOM FIXTURE ETC. • OWNER PAYS PERMITS. NOTE: 25 SIT, 25 COMMENCE, 25% INSPECTIONS, 25% FINAL. TOTAL JOB 33,000.00 THIRTY THREE THOUSAND GA PR ATOS SIDENT c\\ 7.- OWN ACCEP CE 7228 NW 56 ST. MIAMI FL 33166. T: 305.796.9556 —F 305.887-5519 - Visit us: unigrp.com GENERAL CONTRACTOR CGC 1517453 + ROOFING CONTRACTORS CCC 1329249 •...• • • ••.•. •..... • • ••••.• • • • 000000 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECET4v-P.D OCT 0 9 2015 FBC20/t/5-"7` Master Permit No./e( / 5-- / 3 •;:r' Sub Permit No. 0BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: '' I 1� z-11 'h.'.irfT/ ) City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):I4a e5 W/4 Address: P(3 8,0,y 2? / 36c) �, / : 4.41 r City: State: pt: .. -c • Zip: 33 r : I- Tenant/Lessee Name: Phone#: 3$6 4-6°6 /S /zit Email: Phone#: 9e 5'66 /5 - CONTRACTOR: 5 - CONTRACTOR: Company Name: Un I V r k6fd)v (), t NC Phone#: ,)12 386 13 "10 MA) 12 / 6 N (..;‘.0 5 1 l City: M IA-InAI State: t Zip: 13. /Q y r Qualifier Name: �1-%tTag' i I_ [ A..c,--S Phone#: State Certification or Registration #: C. i S j rl L -t c s Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: ��//��/ City: State: Zip: Value of Work for this Permit: $ �l./�-56"Square/Linear Footage of Work: /CI"' Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace n Demolition sal (it, i ° Fi:.L a71"ii t1Zw't t POI -a tk-k) Description of Work: Few Specify color of color thru tile: Submittal Fee $ Permit Fee $ ;© CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ ta - (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or 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 y.,hich occurs seven (7) days after the building permit is\issued. ' n the absence of such posted notice, the inspection will not be Signature o ev d and a reinspection fee will be charged. OWNER or AGENT The foregoing instrument w s acknowledged before this day of �"r 20 , by 14-r ke r2 S C5 /-4 , w me or who has produced personally knw identification and who did take an oath. NOTARY PUBLIC: r°`;.:•P.,*<i, EWOTSOTO * * MY COMMISSION # FF 922126 '41 " EXPIRES: September 27, 20 'tieoc n Bonded TMe Budget Notary Sign: Print: Seal: to Signature CONTRACTOR The foregoing instruhe was acknowledged before me this 7 day of �Qj , 20 _ — by , who i -rsonally know to as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: r°`;a ••: -(% ELLIOT SOTO • * MY COMMISSION 1 FF 922126 EXPIRES: September 27, 20 Bonded Thru Budget Notary Services ********* *****************e**+*******s********r***ss**s***********ss***s*****s**s********************* APPROVED BY (Revised02/24/2014) Plans Examiner Structural Review Zoning Clerk STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CGC1517453 ISSUED: 08/31/2014 • CERTIFIED GENERAL CONTRACTOR MATOS;. GABRIEL PIERRE UNIVERSAL GROUP INC IS CERTIFIED under the provisions of Ch.489 FS. Expiration date : AUG 31, 2016 L1408310005053 002979 Local Business Tax Receipt Miami—Dade County, State of Florida -THIS IS NOTA BILL - DO NOT PAY 6472567 BUSINESS NAME/LOCATION UNIVERSAL CONSTRUCTION 7228 NW 56 ST MIAMI FL 33166 OWNER UNIVERSAL GROUP INC Worker(s) 1 RECEIPT NO. RENEWAL 6741772 SEC. TYPE OF BUSINESS 196 GENERAL BUILDING CONTRACTOR PAYMENT RECEIVED By TAX COLLECTOR LBT EXPIRES SEPTEMBER 30, 2016 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 CGC1517453 $75.00 09/22/2015 CREDITCARD-15-048068 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit, or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws end requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles - Miami -Dade Code Sec 8a-276. For more information, visit www.miamidade.govfaxcollector STATE OF FLORIDA OEPARTpOENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY EXEMPTION CERTIFICATE OF ELECTION TO BE EXEMPT mom FLORIDA WORKERS' COMPENSATION LAM EFFECTME DATE91192014 PERSON: MATOS GABRIEL P FEIN: 300311139 BUSINESS NAME AND ADDRESS: UNIVERSAL GROUP INC UNIVERSAL CONSTRUCTION INC 7228 NViw 56 ST rAlAAtI HUMOR iAif i Pursuant to Chapter 440.05 14)• F.S.. an macer of a corporation ,I.,-;21who elects • from cuter by Rig acart:teer • =1 election under Wen= not recover benefits or F wmpeusation under this cftap er. o baPuu� tam to Chapter 4.0.0.5x12)), F.S., Certificates of election to L • listed ononthe notice apply only election to be exethe soopempt business or trade Pursuant to Chapte r440.o5113) F.S.• Notices of election to be 1.4 sueneexempt tt to revocation 5, nd certificates ot eledaon to ba exempt shall be E ar the issuance ar tta certificatee,t spar on namedlifing on notice R nor= or cerbTsate na!Maar meets to ietp named an the E section tar issuance of a cartecate. The department stall revoke a cetharate at any time for ralure of the person named on the carhTaate to meat the requirements of this section. SIPIRATION DATE: 9518/2018 SCOPES OF BUSINESS OR TRA FL 33166 ICENSED GENERAL HEATING, VENTILATION, ONTRACTOR AIR -GOND ROOFING - ALL KINDS AND DRIVER 4 Acourvy CERTIFICATE OF LIABILITY INSURANCE '�."'" DATE(MIVOD/YYYY) 10/15/2015 1 PRODL!CER Westward Insurance Services (305)418-8411 2500 NW 79th Avenue Suite 283 Doral FL 33122 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED Universal Group, Inc. 7228 NW 56 ST. Miami FL 33166 INSURER A: Accident Insurance A INSURER B: GENERAL LIABILITY ko COMMERICAL GENERAL LIABILITY INSURER c: 10/13/2015 INSURER D: EACH OCCURENCE INSURER E: E THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADDt INSRD TYPE OF INSURANCE POLICY NUMBER POUCY EFFECTIVE DATE (MM/DD/YY) POLICY EXPIRATION DATE (MIINDDJYY) LIMITS A GENERAL LIABILITY ko COMMERICAL GENERAL LIABILITY 104346 10/13/2015 10/13/2016 EACH OCCURENCE $1,000,000 DAMAGE TO RENTED PREMISES $100,000 II 111 CLAIMS MADE ► OCCUR (Ea occurrence) MED EXP (Any one person) $5,000 u & ADV INJURY $1,000,000 IIIPERSONAL GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $2,000,000 ICI POLICY U PROJECT II LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Each Occurrence) $ ANY AUTO • ALL OWNED AUTOS BODILY INJURY (Per person) $ III SCHEDULED AUTOS II HIRED AUTOS BODILY INJURY (Per) $ II NON -OWNED AUTOS PROPERTY DAMAGE (Per accident) $ II 11 GARAGE LIABILITY MI ANY AUTO AUTO ONLY - EA ACCIDENT $ . OTHER THAN EA ACC $ • AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY • OCCUR El CLAIMS MADE EACH OCCURRENCE $ • AGGREGATE $ $ • DEDUCTIBLE II RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECU- BdobeME1BER EXCLUDED? Y under SPECIAL PROVISIONS below • mi WC STATU- im OTH- TORY OMITS ER EL EACH ACCIDENT $ EL DISEASE - EA EMPLOYEE $ E.L DISEASE - POLICY UMIT $ OTHER . DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CGC1517453 CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Dept 10050 NE rd Avenue Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE INSURER AFFORDING COVERAGE WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR UABILnY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25 (2001/08) ©ACORD CORPORATION 1988 October 5, 2015 STATE OF FLORIDA COUNTY OF MIAMI DADE BEFORE ME THIS DAY PERSONALLY APPEARED GABRIEL MATOS WHO, BEING DULY SWORN DEPOSES AND SAYS THAT HE WILL BE ONLY PERSON WORKING ON THE PROJECT LOCATED AT: 897 NE 91 TERRACE MIAMI SHORES SWORN TO OR AFFIRMED AND SUBSCRIBED BEFORE ME THIS 7 DAY OF Cbr 20 e OW PRO I UCE ID ao1 r vu'ec ELLIOT SOTO MY COMMISSION # FF 922126 EXPIRES: September 27, 2018 %fop Bonded Nu Budget Notary denims notary Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW ``YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. /1 � Signature: Owner State of 1lorida County of Miami -Dade The foregoing was acknowledge before me this 7 day of— , 20 V✓ls By Uektams /Y.4.0 ,54:I- Notary:U% ed SEAL: who is personally known to me or has produced as identification. ot1`: 1:uc EWOTSOTO *�_ * MY COMMISSION It FF922126 nu' EXPIRES: September 27, 20' Banded Thru Budget Neiery • Local Business Tax Receipt Miami—Dade County, State of Florida -THIS IS NOTA BILL - DO NOT PAY 6526199 BUSINESS NAME/LOCATION UNIVERSAL CONSTRUCTION 7228 NW 56 ST MIAMI FL 33166 OWNER UNIVERSAL GROUP INC Worker(s) 1. RECEIPT NO. RENEWAL 6796578 LBT EXPIRES SEPTEMBER 30, 2016 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art 9 & 10 EEC. TYPE OF BUSINESS 196 SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED CCC1329249 BY TAX COLLECTOR $75.00 09/22/2015 ECHECKC--15-164218 This Waal Business Taw ptaaly coaflrms payment of the Local BaslanssTax. The Reaeiptis oat Iiceaaa, penult. ora certification dee Wes qualifications. to do badness. mess. Baldermust camplywith any gananmiaatel er n ngoveinmental regulatory laws and requiremeotswbfab apply tothe business. The RECUPrNEL above must Its displayed on all commercial vatdeles-Miami-Dade Cade Sea 8a -VL. For mare infarmadan, visit wwuv adaaddada aavfla rlismcr STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CCC1329249 ISSUED: 08/31/2014 CERTIFIED ROOFING CONTRACTOR . MATOS, GABRIEL PIERRE UNIVERSAL GROUP INC IS CERTIFIED under the provisions of Ch.489 FS. Exphali n date : AUG 31, 2016 L1408310003702 :STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVIES DIVISION OF WORKERS' COMPENSATION GQNSTRUGTIOA! INDUSTRYON NNORI GERTIFICAlEir pygp r ME PTI FLORIDA VFECnNEDATEGI 14 PERSON: MATOS CAME. P PERt SCIEIMTS BUSINESS NATE AND ADDRESS: UrrvansAL C; ROUP u c uNwERSAL CONSTRUCTION INC TM MST LW= Ft Ici E IFlRAi8PN DATE 4I1WZ016 SCOPES OF BUSINESS OR TRA TODORAri Fulminate ChPS.,aaaRaarafa who *as etedton v s: n r rewver>mt s� Fcampansann underithea O Flom mweampI�A,,[aelpb�sttyi p4�Hm��'(ht F,s. Cer9F al to L > Sm1l�raaleeateTe�m, ois mina= Grande Li P+m�sr+s nttD �,S. Nat=af tabs H emit aixaa a �aeiiinayrmre dbeano esaotiza cartiTh:31% Ws peon Awned wise • notbstramilitatent meelst e • seam Rtrissuaraacisaemsficate.TilmterpsAmilasisourevem aany rmt$roroi mimed mat canifiaatetoaM-: neralultainanlsoraneamtme LICENSED GENERAL pOPrrRACTOR HEATING, VENTILATION, ILATION, ROOFING - ALL KINDS AIR -GOND AND DRIVER Acisrirry CERTIFICATE OF LIABILITY INSURANCE ' `.� DATE (MM/Y) 10/15/20152015 PUCER Westward Insurance Services 2500 NW 79th Avenue Suite 283 Doral FL 33122 305 418-8411 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED Universal Group, Inc. 7228 NW 56 ST. Miami FL 33166 A INSURER A: Accident Insurance GENERAL LIABILITY COMMERICAL GENERAL LIABILITY INSURER B: 10/13/2015 INSURER C: EACHOCCURENCE INSURER D: �- INSURER E: DAMAGE TO RENTED PREMISES VE GES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IP/SR LTR ADM iNSRD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MM/DD/YY) POLICY EXPIRATION DATE (MIIA/DD/YY) LIMITS A GENERAL LIABILITY COMMERICAL GENERAL LIABILITY 104346 10/13/2015 10/13/2016 EACHOCCURENCE $1,000,000 �- DAMAGE TO RENTED PREMISES $100,000 III .I CLAIMS MADE CI OCCUR (Ea occurrence) MED EXP (Any one person) $5,000 II PERSONAL & ADV INJURY $1,000,000 IN GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $2,000,000 ►,�.4 POLICY MI PROJECT U LOC $ AUTOMOBILE LABILITY COMBINED SINGLE LIMIT (Each Occurrence) $ M ANY AUTO III ALL OWNED AUTOS BODILY INJURY (Per person) $ NI SCHEDULED AUTOS • HIRED AUTOS BODILY INJURY (Per accident) $ MI NON -OWNED AUTOS PROPERTY DAMAGE (Per accident) $ IN r -.I GARAGE LABILITY I♦ ANY AUTO AUTO ONLY - EA ACCIDENT $ ■ OTHER THAN EA ACC $ • AUTO ONLY: AGG $ EXCESS/UMBRELLA LABILITY NI OCCUR • CLAIMS MADE EACH OCCURRENCE $ ■ AGGREGATE $ $ I. DEDUCTIBLE $ MI RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LABILITY ANY PROPRIEiOR/PARTNER/EXECU- TIVE OFFICER/MEMBER EXCLUDED? K yes, describe under SPECIAL PROVISIONS below IN WC STATU- OTH- TORY LIMITS ml ER E.L EACH ACCIDENT $ E.L DISEASE - EA EMPLOYEE $ E.L DISEASE - POLICY UMIT $ OTHER ■ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS CCC 1329249 CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Dept 10050 NE 2" Avenue Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE INSURER AFFORDING COVERAGE WILL ENDEAVOR TO MAIL 30 DAYS WHITEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE 5 (2 001 © ACORD CORPORATION 1988 A.CO ©' CERTIFICATE OF LIABILITY INSURANCE DATE(M8000IYYYY) 11/20/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy (les) must be endorsed If SUBROGATION IS WAIVED, subject to the toms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER FrankCrum Insurance Agency, Inc. 100 South Missouri Avenue Clearwater, FL 33766 CONTACT NAME: PHONE (WC. No, Ext): 1-800-277-1620 x4600 FAX (NC, Not (727) 797-0704 E-MAIL ADDRESS: INSURER(s) AFFORDING COVERAGE NAIL# INSURER A: Frank Winston Crum insurance Co. 11600 INSURED FrankCrum L/C/F Universal Group, Inc. 100 South Missouri Avenue Clearwater, FL 33756 INSURER B: INSURER C: INSURER D: INSURER E: $ INSURER F: DAMAGE TO RENTED Ms ormcrenee) COVERAGES CERTIFICATE NUMBER: 330473 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAME ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BYPAID CLAIMS. IRISH LTR TYPE OF INSURANCE ADDL WIRD BURR 4WD POLICY NUMBER POLICY EFF (MMIDDIYYYY) POLICY EXP (MMJDDIYYYY) umrs OENERALLIABIUTY COMMERCIAL OENFRlO. LUtBaJTYPREMISES J EACH OCCURRENCE $ DAMAGE TO RENTED Ms ormcrenee) S CLAIMS -MADE OCCUR MED EXP (Any one pemon) S PERSONA. & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPUES PER: POLICY n PROJECT nL0C PRODUCTS -COMP/ AGG S $ AUTOMOBILE UASIUTY ANY AUTO ALL OWNED AUTOS HIRED AUTOS — SCHEDULED AUTOS NON -CANNED AUTOS_(Per COMBINED SINGLE UMI (Fa aeolden0 $ BODILY INJURY Per Vaal $ — BODILY INJURY (Per aooldem) $ PROPERTY DAMAGE eedden0 $ $ UMBRELLA UM excess lin —OCCUR CLAIMS -MADE EACH OCURRENCE _t $ • AGGREGATE DED If RETENTION $ • }• • • • • $ A WORKERS COMPENSATION AND EMPLOYERS' ANY PROPRIETOWPARTNFUIXE0PIME OFFICER/MEMBEREXCLUDED? (Nandato,y In NH) Il yes, describe under DESCRIPTION OF OPEPoiT10N8 below411 Y/N N/A WC201600000 01101/2016 01/01/2010 •X • jr G•WCATTUrORY •• • _ • _ •' •• 14 gAgifiCCIDENT • • •!IVAN' • EX INSESRE-EA EMPLOYEE ' • . Yi,iIa06h 1 S pQucYt•_�• • • . ••i• • •• •••• • • • • • • •• • • • • • • ' • • ••• • • •, • • •• • QT' • I • • • • • • • DESCRIPTION OF OPERATIONS 1 LOCATIONS 1 VEHICLES (Attach ACORD 101, AddlUonal Remarks, Schedule, N more space Is required) Effective 11/30/2015, coverage Is for 100% of the employees of FrankCrum leased to Universal Group, Inc. (Client) for whom the (Ment Is reporting hours to FrankCrum. Coverage Is not extended to statutory employees. Projects: Project 1-5 NE 105 St Miami Stores, FI 33138, Project: 2 897 NE 91 Ter Miami Shores, FI 33137. Project: 3- 361 NE 101 S Miami Shores, FI 33138. ELLAT(ON Miami ShoresAve. es 10050 NE 2nd Ave, Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE MALL BE DELIVERED IN ACCORDANCE MATH THE POLICY PROVISIONS. AUTHORIZED REP SENTA ' ACORD 25 (2010/06) The ACORD name and logo are registered marks of ACORD (� 1968-2010 ACORD CORPORATION. All rights reserved. Report Viewer Page 1 of 1 JEFF ATWATER CHIEF FINANCIAL 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: 10/22/2015 EXPIRATION DATE: 10/21/2017 PERSON: PEREZ JAVIER J SR FEIN: 463945911 BUSINESS NAME AND ADDRESS: JPP & LG INC 9048SW97TH#7 MIAMI FL SCOPES OF BUSINESS OR TRADE: CONTRACTOR -PROJECT MANAGER, CO 33176 Pursuant to Chapter 440.05(14), F.5., an officer of a corporation mho elects exemption from this chapter by Ohng a ceroncate of election under this section may not recover benetds or cnnryensation under this chapter. Pursimm to Chapter 440.05(12), F.5 , CeNOeates of election to be exempt.. apply only within the scope of the betimes or trade listed on the notice of exon to be exempt Pursuant to Chapter 440.05(13), F.8., Notices of exon lobe exempt and certificates of election to be exempt shall be subject to revocation it, at any time after the filing of the notice or the Issuance of the certificate. the parson named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate The department shall revoke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1809 https://apps8.fldfs.com/crreportviewer/reportV iewer.aspx?data=kdvpginc9D7Q3gH6TER... 10/26/2015 NOTICE OF ELECTION TO BE EXEMPT - If this application contains incomplete or inaccurate information, it may cause a delay in the issuance of your exemption. An officer electing an exemption under Chapter 440, Florida Statutes, is not entitled to benefits under this chapter. Section 1: APPLICANT INFORMATION First & Last Name: Javier J Perez Sr State Driver's License Number: State ID Number: P625424630120 Date of Birth: 1/12/1963 Social Security Number (last four digits): 6139 Email Address: jperez0462luisa@gmail.com Section 2: CONSTRUCTION INDUSTRY APPLICANT ($50 FEE REQUIRED) Officer of a Corporation (Construction) Corporate Title: PRESIDENT Section 3: State: FL DRIVEN LICENSE CLASS E P623-424-63-012-0 JAVIER PEREZ SA. 9048 SW 9< 7 MIAMI FL, FL 33176-1959 DOB. 01-12-1963 SEX M ISSUED; 01-13-2014 Hcy moms 01.12-2022 RE$T:A DORSE- This section should be completed with information specific to your corporation or to the limited liability company in which you are a member. The name of the corporation or limited liability company listed on this application MUST match the name of the corporation or limited liability company as registered with the Florida Division of Corporations. Name of Corporation or LLC: JPP& LG INC IF YOU NEED TO APPLY FOR A FEIN, CLICK HERE Business Name (DBA): Applicant's Address of Record: 9048 SW 97 TH # 7 City Miami State: FL Zip 33176 County: Miami -Dade Click on the arrow(s) next to the text box(s) to view a list of available Scope classifications/trades for the form type chosen in Section 2. Click on the appropriate scope to select. If you are unsure as to which classification/trade to choose, please contact your workers' compensation insurance carrier. If you do not have a workers' compensation insurance policy, contact the National Council on Compensation Insurance (NCCI) at 1-800-622-4123 option 5 to obtain a classification code. FEIN: 46-3945911 Phone: (786)247-4480 SCOpe 1: 05606 Contractor - Project Manager, Construction E Section 4: Scope 2: Scope 3: Scope 4: the corporation of which you are an officer or limited liability company of which you are a member must be registered and in ACTIVE status with the Florida Division of Corporations. Applicants applying as an officer of a corporation roust be listed as an officer of the Corporation with the Florida Division of Corporations. List the document number on file with the Florida Division of Corporations. P13000086475 Section 5: Pursuant to Chapter 489, F.S. (contractor licensing law), list certified or registered licenses related to the scope of business or trade listed in Section 3 held by the applicant, or the certified or registered license numbers held by the qualifier for the corporation or limited liability company listed on this application. The business name listed on the license MUST match the name of the corporation or limited liability company as registered with the Florida Division of Corporations and on this Notice of Election to be Exempt. No DBPR License Listed This section is not applicable to my business Section 6: If yochave submitted an electronic payment for this application, the transaction confirmation number is listed in the following space: Confirmation Number: 265245064 Application Number: E00401287 Section 7: N/A Are you affiliated with any corporation or limited liability company other than the corporation or limited liability company to which this application applies? Name: FEIN Name: FEIN Name: FEIN Section 8: CONSTRUCTION INDUSTRY AND NON -CONSTRUCTION INDUSTRY LLC MEMBERS ONLY To be eligible for a construction industry exemption or a non -construction limited liability company exemption, an applicant must have the required ownership of the corporation or limited liability company. I am a shareholder owning at least ten percent(10%) of stock of the corporation listed on this application. Section 9: I certify that any employees of the corporation or members of the limited liability company listed in Section 3 are covered by workers' compensation insurance. Please identify the workers' compensation insurance carrier that covers any non-exempt employees. Carrier Name: My business does not have any non-exempt employees Section 10: FRAUD NOTICE A. Any person who, knowingly and with intent to injure, defraud, or deceive the department or any employer or employee, insurance company or any other person, files a Notice of Election to be Exempt containing any false or misleading information is guilty of a felony of the third degree. B. Attestation of applicant o By providing my name below, I attest that I have read, understand and acknowledge the foregoing notice. C. Acknowledge that this Notice of Election to be Exempt does not exceed limits for corporate officers, including any affiliated corporations as provided in Section 440.02, Florida Statutes. First Name: Javier Last Name: Perez Note: The Division has 30 days to review your application to determine if it meets the eligibility requirements for the issuance of an exemption. The Division will either issue a Certificate of Election to be Exempt or notify you that your application is incomplete. The Division reviews and processes exemption applications in the order they are received. Exemption information is reflected on the Proof of Coverage database the day following the issuance of the exemption. Visit the Division's website at http://www.myfloridacfo.com/wc to print your certificate. SIXSIDES ARCHITECTURE, INC. #AA26002922 3436 N. Miami Ave, #2 Miami, FL 33127 Ph. 786.683.3821 MEMO - COMMENTS RESPONSE TO DISPPROVAL REMARKS To: Miami Shores Village - Building Department Date: June 30th, 2015 Project: Timothy James Marsh if James Thomas Black 897 N.E. 91St Terrace Miami Shores, FL 33137 Folio No.: 11-3206-005-0300 COPY • • . . .. . ••S••. • • .. • • . ••.. .• •••• .. . •. .. ...... .• • .... • • • .. • . :.... • Process No.: RC -6-15-1438 .... •••• ..... ...... .. . . • • • • ..... ..• ••• .• ..... . ...... •• • . . . STRUCTURAL • • Comment: Why are concrete Et soil notes provided? They are irretri e't; to the scope of ;....; • . work. • • • ..• . Response: Please see Revision #1 on sheet S.01. Comment: Masonry reinforcement details need to be revised. A splice at top and bottom with embedment depth in existing concrete need to be shown. Detail shown cannot be used for construction. Response: Please see Revision #1 on sheet S.01. Why are details shown not adequate for construction? Exact details have been used and approved by municipalities for construction. BUILDING Comment: Sheet A-3, provide dimension for the new AHU closet and provide a note requiring 4" clearance on all sides of the equipment. Response: Sheet Revision #1 on sheet A3.0. Comment: Provide cross section through the center of the exterior patio, reflect all components, including foundation, compaction requirements and concrete reinforcement. Response: See Revision #1 on sheet S1.0, for exterior patio structural companants. Comment: R311.7.7 handrails. Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers. Response: See Revision #1 on sheet A3.0 for enlarged handrail detail. Comment: R311.3.1 floor elevations at the required egress doors. Landings or floor at required egress door shall not be more than 1-1/2 inches lower than the top of the threshold. Response: See Revision #1 on sheet A3.0; Rear doors are primary egress doors and have a threshold of 1/2". Front door complies with FBC-2010R-311.3.2 • SIXSIDE5 ARCHITECTURE, INC. #AA26002922 3436 N. Miami Ave, #2 Miami, FL 33127 Ph. 786.683.3821 Comment: Provide interior finish schedule. Response: See revision #1 on sheet A3.0. Comment: Health Department, D.E.R.M. and Impact fee approval is required. Response: See Health Department, D.E.R.M. and Impact fee stamps on plans. With regards, X19. �I Daniel Gomez •• ••• .... • •• • ••• .• • • • • • • • •••• • • •• •• • • • • • • • • • • • •• • • • • •.•• • • • • •••• ••. • • . • • • ••• • • • • • . •• • • • • Arlenis Silvera 1.C.i S- IL 31 - From: Herminio Garcia <herminio@megaelectricinc.com> Sent: Wednesday, February 01, 2017 8:49 AM To: Ismael Naranjo; Arlenis Silvera Subject: RE: PERMIT EL -10-15-2581 Importance: High Good morning Mr. Naranjo. Thanks for your response. Yes, we know the Permit is "Expired". We did everything in our power to get the Owner's approval to proceed with this work, but we could not finish it. In the letters sent to Miami Shores Village you can see that the reasons why the Permit cannot get closed are beyond our control. This is the reason for our request of revocation of our electrical permit. Please let us know if there is else we must do to be released of responsibilities with this project. Thanks for your attention to this issue. Best regards, Herminio Garcia I Estimator 16252 N.W. 79`h Avenue Miami, FL 33016 Office: 305-828-5205 ( Fax: 305-828-6484 herminio@megaelectricinc.com MEGA E IC INC From: Ismael Naranjo [mailto:Naranjol@msvfl.gov] Sent: Wednesday, February 01, 2017 8:06 AM To: Herminio Garcia <herminio@megaelectricinc.com>; Arlenis Silvera <SilveraA@msvfl.gov> Subject: RE: PERMIT EL -10-15-2581 Good morning Mr. Garcia, The permits for this project have expired. We will send a notice of expire permit to the property owner and each contractor. Thank you. Ismael Naranjo, BO, CFM 1 Building Director Miami Shores Village 10050 NE 2 Ave Miami Shores, FL 33138 Office: 305-795-2204 Fax: 305-756-8972 www.miamishoresvillage.com From: Herminio Garcia jmailto:herminio@ megaelectricinc.com] Sent: Tuesday, January 31, 2017 2:09 PM To: Ismael Naranjo <Naranlol@msvfl.gov>; Arlenis Silvera <SilveraA@msvfl.gov> Subject: RE: PERMIT EL -10-15-2581 Importance: High Mr. Naranjo / Mrs. Silvera: Did you received this email?. We will like to know the status of this request and Permit. Please let me know. Thanks, Best regards, Herminio Garcia I Estimator 16252 N.W. 79th Avenue Miami, FL 33016 Office: 305-828-5205 ( Fax: 305-828-6484 herminio@megaelectricinc.com MEGA ELECTRIC INC From: Herminio Garcia Sent: Tuesday, January 24, 2017 12:27 PM To: naranjoi@miamishoresvillage.com; silveraa@miamishoresvillage.com Cc: Aristides Reyes-Gavilan <ari@megaelectricinc.com> Subject: PERMIT EL -10-15-2581 Importance: High Mr. Naranjo: Last 01/12/17 was delivery to Miami Shores Village Building Department by see a copy of the "Received". This message is to confirm that this request is being processed and to know If you need any additional information from us or if we need to do anything Thanks in advance for your attention to this issue. Please confirm. Best regards, Herminio Garcia j Estimator 16252 N.W. 79th Avenue Miami, FL 33016 Office: 305-828-5205 I Fax: 305-828-6484 herminio@megaelectricinc.com MEGA ELECTRIC INC 3 Certify Mail the letter attached. You can also what will be the next step in this process. else, please just let me know. Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795-2204 • Fax; (305)756-8972 2/2/2017 To: Current Owner 897 NE 91 Terrace Miami Shores, FL 33138 Permit: RC -6-15-1438 EL -10-15-2581 MC -10-15-2573 PL -10-15-2572 Address: 897 NE 91 Terrace Miami Shores FL33138 Dear Sir or Madam, Our records indicate that the above referenced permit has expired without obtaining the proper final inspection. In order to serve you better, we need to keep our files up to date. As per section 105.4.1 of the Florida Building Code, "Every permit issued shall become invalid (expired) unless the work authorized by such permit is commenced within six months after its issuance, or if the work authorized by such permit is suspended or abandoned for a period of six months after the work is commenced, or completed without obtaining the final inspection of the work performed.." Please be advised that open permits will hinder your ability to obtain new permits, refinance or sell this property. Please contact the Building Department, within 15 days of receipt of this letter in order to take care of this matter. Sincerely, Ismae aranjo (Cjilt/ Building Director m m N m E0 L.r) r' 1 D D N m rR ri N ru m u') ri D m r -i ra D N U.S. Postal Service— CERTIFIED MAIL° RECEIPT Domestic Mail Only For delivery information, visit our website at www.usps.com". Certified Mail Fee Extra Services & Fees (check box, add fee as appropriate) ❑ Retum Receipt (hardcopy) $ ❑ Return Receipt (electronic) $ ❑ Certified Mail Restricted Delivery $ ❑ Adult Signature Required $ ❑ Adult Signature Restricted Delivery $ Postage Total Postage and Fees Postmark Here Sent To O Street and}s?5fjo�(gkr �itjs para, +47k1, -c 1� V 1 ttee LS 33 cti PS Form 3800, April 2015 PSN 7530-02-000-9047 See Reverse for Instructions U.S. Postal Service'' CERTIFIED MAIL° RECEIPT Domestic Mail Only For delivery information, visit our website at www.usps.com'. Certified Mail Fee Extra Services & Fees (check box, add fee as appropriate) ❑ Return Receipt (hardcopy) $ ❑ Return Receipt (electronic) $ ❑ Certified Mail Restricted Delivery $ ❑Adult Signature Required $ ❑ Adult Signature Restricted Delivery $ Postage Total Postage and Fees Postmark Here Nc a)„0' 4. CQrW ii. M ,or732Edos" 012 PS Form 3800, April 2015 PSN 7530-02-000-9o47 See Reverse for Instructions Ir 1:0 r - m V"1 ri D D D D N m r11 D N r1 cr N m co co ri D D D N m r9 ra D N U.S. Postal Servicer'" CERTIFIED MAIL° RECEIPT Domestic Mail Only For delivery information, visit our website at www.usps.com Certified Mail Fee Extra Services & Fees (check box, add fee as appropriate) ❑ Return Receipt (hardcopy) $ ❑ Retum Receipt (electronic) $ ❑ Certified Mall Restricted Delivery $ ❑Adult Signature Required $ ['Adult Signature Restricted Delivery $ Postage Total Postage and Fees Postmark Here Sent To Street an 40E -NA Y. �gO !.esir 15x -City, tat G S'1 PtK PL330A See Reverse for Instructions PS Form 3800, April 2015 PSN 7530-02-000-9047 ( U.S. Postal Service"' CERTIFIED MAIL° RECEIPT Domestic Mail Only For delivery information, visit our website at www.usps.com . Certified Mail Fee Extra Services & Fees (check box add fee as appropriate) ❑ Retum Receipt (hardcopy) $ ❑ Retum Receipt (electronic) $ ❑ Certified Mail Restricted Delivery $ ❑ Adult Signature Required $ ❑ Adult Signature Restricted Delivery $ Postage Total Postage and Fees , t Sent 1{LjC'/ O ktiA.C7 l C (N� Postmark Here tree d orNo.NW 1c) A /a...,� t C.A. S FL_ 330140 to PS Form 3800, April 2015 PSN 7530-02-000-9047 See Reverse tor Instructions .S. Postal Service"' CERTIFIED MAIL® RECEIPT Domestic Mail Only For delivery information, visit our website at www.usps.com . Certified Mail Fee Extra Services & Fees (check box, add fee as appropriate) ❑ Retum Receipt (hardcopy) $ ❑ Return Receipt (electronic) $ ❑ Certified Mail Restricted Delivery $ ❑Adus Signature Required $ ❑ Adun Signature Restricted Delivery $ Postage Total Postage and Fees Postmark Here hAr-roS Sent To $tre` i:' °. '' t w SG Si L'"en ' ivti 331‘c PS Form 3800, April 2015 PSN 753u-02-000-9047 See Reverse for Instructions MARSH RESIDENCE: 897 NE 91 TERRACE MIAMI SHORES, FL 33138 CITY COPY MECHANICAL a HEAT LOAD CALCULATIONS SIXSIDES ARCHITECTURE #AA26002922 3436 N. Miami Ave, #2 Miami, FL 33127 o. 786.212.1574 m. 305.610.1333 9c'V14J r ••••••• •• •• ••• •• •• • •• ••• •• • • •• • •• ••••• • • • • • •• • • .••• • • • ••• • • • • • • • • •• • ••• • ••• • • • • • • • • • • • • • • • • ••• • • • • • • • • •• •• • • • •• • • • • • • • • FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Street: City, State, Zip: Owner: Design Location: 15023 - Miami Shores Residence 897 NE 91 Terrace Miami Shores , FL , 33137 - FL, Miami Builder Name: Permit Office: Permit Number: Jurisdiction: 232600 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area above grade (ft2) Conditioned floor area below grade (ft2) 7. Windows(426.5 sqft.) Description Sgl, U=0.94 SHGC=0.50 N/A a. U -Factor: SHGC: b. U -Factor: SHGC: c. U -Factor: N/A SHGC: d. U -Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: Floor Types (1990.0 sqft.) a. Crawlspace b. Slab -On -Grade Edge Insulation c. N/A Existing (Projecte Multi -family 1 4 No 1950 0 Insulation R=0.0 R=0.0 R= Area 426.50 ft2 ft2 ft2 ft2 2.506 ft. 0.500 Area 1590.00 ft2 400.00 ft2 ft2 9. Wall Types(2403.0 sqft.) a. Concrete Block - Int Insul, Exterior b. N/A c. N/A d. N/A 10. Ceiling Types (1950.0 sqft.) a. Under Attic (Vented) b. N/A c. N/A 11. Ducts a. Sup: Attic, Ret: Attic, AH: Zone1 12. Cooling systems a. Central Unit b. Central Unit 13. Heating systems a. Electric Strip Heat b. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits Insulation Area R=4.2 2403.00 ft2 R= ft2 R= ft2 R= ft2 Insulation Area R=30.0 1950.00 ft2 R= ft2 R= ft2 R ft2 6 70 kBtu/hr Efficiency 34.1 SEER:16.00 9.0 SEER:16.00 kBtu/hr Efficiency 25.0 COP:1.00 17.5 HSPF:7.70 Cap: 40 gallons EF: 0.920 Pstat Glass/Floor Area: 0.219 Total Proposed Modified Loads: 58.09 al Standard Reference Loads: 73.27 I hereby certify that the plans and ; pe. ions covered by this calculation are in cotnplianc� A' • • - Florida Energy Code. Ai PREPARED BY* DATE dA- tERAAROZAAI CERAN FLORIDA REG. NO. 56754 a ESSION ENGINE h. I hereby certify that this bul Ing, aseslgnedr, is in compliance with the Florida Energy Code. OWNER/AGENT. DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: •Okrff:.::••••••.. .. ... .. . . . .. - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 6/5/2015 4:48 PM • ••• • ..• • •. • • • • • • • • • • • • • • •• • • ••• • • • • •• • • • •• •• •• • •• • ••• •• • •• • • ••• • • • • ••• •• • • • • • • • • • • • • ••• • • • • •• • • •• • •• • • • EnergyGauge® USA - FlaRes2010 Statiora.40g21,16G8Mialreat Software PASS Page 1 of 6 PROJECT Title: 15023 - Miami Shores Reside Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 1950 Lot # Owner: Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 897 NE 91 Terrace Permit Office: Cross Ventilation: No County: DADE Jurisdiction: 232600 Whole House Fan: No City, State, Zip: Miami Shores , Family Type: Multi -family FL , 33137- New/Existing: Existing (Projected) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTL AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Blockl 1550 12400 2 Blockl 400 3200 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Zone1 1550 12400 Yes 4 3 1 Yes Yes Yes 2 Zone2 400 3200 No 1 1 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Crawlspace Zone1 200 ft 0 1590 ft2 0 1 0 0 2 Slab -On -Grade Edge Insulatio Zone2 150 ft 0 400 ft2 ____ 1 0 0 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Barrel tile 2112 ft2. 406 ft2 Medium 0.88 No 0.9 No 0 22.6 ATTIC # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 150. . • ; ; :”5052: ; • N N 6/5/2015 4:48 PM • •• ••• •• • • . •• • •.• • • • • • . .• . • • .. .•• • • ... • • • . . • • • • • • • • . •. . • • •• . • • • •• • ••• • • • • ••• • . • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2of6 6/5/2015 4:48 PM ••• • •.• • • • • • • •• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • EnergyGauge® USA - FlaRes2010 Section 405 4.1 Compliant Software Page 3 of 6 CEILING # Ceiling Type Space R -Value Area Framing Frac Truss Type 1 2 Under Attic (Vented) Zone1 Under Attic (Vented) Zone2 30 30 1550 ft2 400 ft2 0.11 0.11 Wood Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below V # Ornt To Wall Type Space R -Value Ft In Ft In Area R -Value Fraction Absor Grade% 1 W Exterior Concrete Block - Int Insul Zone1 4.2 17 9 153 ft2 0 0.5 0 2 S Exterior Concrete Block - Int Insul Zone1 4.2 36 9 324 ft2 0 0.5 0 3 E Exterior Concrete Block - Int Insul Zone1 4.2 20 9 180 ft2 0 0.5 0 4 N Exterior Concrete Block - Int Insul Zone1 4.2 15 9 135 ft2 0 0.5 0 5 E Exterior Concrete Block - Int Insul Zone1 4.2 31 9 279 ft2 0 0.5 0 6 N Exterior Concrete Block - Int Insul Zone1 4.2 27 9 243 ft2 0 0.5 0 7 W Exterior Concrete Block - Int Insul Zone1 4.2 33 9 297 ft2 0 0.5 0 8 S Exterior Concrete Block - Int Insul Zone1 4.2 6 9 54 ft2 0 0.5 0 9 S Exterior Concrete Block - Int Insul Zone2 4.2 15 9 135 ft2 0 0.5 0 10 E Exterior Concrete Block - Int Insul Zone2 4.2 26 9 234 ft2 0 0.5 0 11 N Exterior Concrete Block - Int Insul Zone2 4.2 15 9 135 ft2 0 0.5 0 12 W Exterior Concrete Block - Int Insul Zone2 4.2 26 9 234 ft2 0 0.5 0 DOORS Omt Door Type Space Storms WidthArea U -Value Ft Width In Ft 1 S Wood Zone1 None 0.460000 3 7 21 ft2 2 W Wood Zone1 None 0.460000 3 7 21 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V # Ornt ID Frame Panes NFRC U -Factor SHGC Area Depth Separation Int Shade Screening 1 W 1 Metal Single (Clear) Yes 0.94 0.5 36 ft2 2 ft 0 in 1 ft 6 in None None 2 S 2 Metal Single (Clear) Yes 0.94 0.5 24 ft2 2 ft 0 in 1 ft 6 in None None 3 S 2 Metal Single (Clear) Yes 0.94 0.5 9 ft2 2 ft 0 in 1 ft 6 in None None 4 S 2 Metal Single (Clear) Yes 0.94 0.5 27 ft2 2 ft 0 in 1 ft 6 in None None 5 E 3 Metal Single (Clear) Yes 0.94 0.5 12 ft2 20 ft 0 in 1 ft 6 in None None 6 N 4 Metal Single (Clear) Yes 0.94 0.5 4.5 ft2 2 ft 0 in 1 ft 6 in None None 7 E 5 Metal Single (Clear) Yes 0.94 0.5 21 ft2 2 ft 0 in 1 ft 6 in Norte None 8 E 5 Metal Single (Clear) Yes 0.94 0.5 40 ft2 2 ft 0 in 1 ft 6 in None None 9 E 5 Metal Single (Clear) Yes 0.94 0.5 70 ft2 2 ft 0 in 1 ft 6 in None None 10 N 6 Metal Single (Clear) Yes 0.94 0.5 9 ft2 2 ft 0 in 1 ft 6 in None None 11 W 7 Metal Single (Clear) Yes 0.94 0.5 .. ••• • • 9 ft2 • • 2 ft 0 in • •• 1 ft 6 in None None 12 W 7 Metal Single (Clear) Yes 0.94 ;0.5 ; ..; :48ft2; 210 in 1 ft 6 in None None 13 S 8 Metal Single (Clear) Yes 0.94 0.5 •. • • • • •.• •• '12•ft2. • • • 2 ft • in • •• 1 ft 6 in None None 14 S 9 Metal Single (Clear) Yes 0.94 0.5 63 ft2 2 ft 0 in 1 ft 6 in None None 15 E 10 Metal Single (Clear) Yes 0.94 . 0..§• • • •• .2602 2.ft 0 irr 1 ft 6 in None None 16 N 11 Metal Single (Clear) Yes 0.94 • X0.5 • • • • • . • 12 ft2 2 • • • f4 0 in • 1 ft 6 in • • • • None None 6/5/2015 4:48 PM ••• • •.• • • • • • • •• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • EnergyGauge® USA - FlaRes2010 Section 405 4.1 Compliant Software Page 3 of 6 6/5/2015 4:48 PM •• ••• • • • . • .• • • .• • • • • • .• •.. .. • . . .. • •.• ••• ••. • • • . • • • • • • • • • • • • . •• • • • • • •• • • • •• •• •• • • . ••• • • • •• • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 WINDOWS Orientation shown is the entered, Proposed orientation. / Wall V # Ornt ID Frame Panes NFRC Overhang U -Factor SHGC Area Depth Separation Int Shade Screening 17 W 12 Metal Single (Clear) Yes 0.94 0.5 6 ft2 2 ft 0 in 1 ft 6 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 Wholehouse Best Guess 0.000500 2557.4 140.40 264.04 0.3450 9.8363 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None None COP: 1 25 kBtu/hr 1 COP: 7.7 17.5 kBtu/hr 2 sys#1 Ductless 2 Electric Heat Pump COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split Split SEER: 16 34.1 kBtu/hr 1023 cfm 0.73 1 SEER: 16 9 kBtu/hr 270 cfm 0.73 2 sys#1 Ductless 2 Central Unit HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Zone1 0.92 40 gal 90 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS — Supply — # Location R -Value Area — Return — Air Percent Location Area Leakage Type Handler CFM 25 Leakage QN RLF HVAC # Heat Cool 1 Attic 6 70 ft' Attic 20 ft2 Default Leakage Zone1 (Default) (Default) % 1 1 6/5/2015 4:48 PM •• ••• • • • . • .• • • .• • • • • • .• •.. .. • . . .. • •.• ••• ••. • • • . • • • • • • • • • • • • . •• • • • • • •• • • • •• •• •• • • . ••• • • • •• • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 •. •... •• •• •• 0 •• ••• • • • • • • • •• ••• •• • • • •• • • • • • •• • • •• • ••• ••• 0 • • • • • • • • • • • • • . • • • •• • • • •• •• • • • • • •• • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • • •• ••• • • • ••• • 6/5/2015 4:48 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 TEMPERATURES Programable Thermostat: CoolingJan Heating i,x)Jan Jan Y ' Feb 7� Feb Feb [ ] Mar [X] Mar X Mar [X Ceiling Fans: A r Ma Apr May Jun Jun X Jul Jul Au Aug Se Sep Oct X Occtt Nov X Nov Dec X DecVenting 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 •. •... •• •• •• 0 •• ••• • • • • • • • •• ••• •• • • • •• • • • • • •• • • •• • ••• ••• 0 • • • • • • • • • • • • • . • • • •• • • • •• •• • • • • • •• • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • • •• ••• • • • ••• • 6/5/2015 4:48 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 897 NE 91 Terrace Miami Shores, FL, 33137 - PERMIT #: MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. / Thermostat & controls 403.1 At least one thermostat shall be provided for each separate heating and cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 403.3.3 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. Building framing cavities shall not be used as supply ducts. 4/7 Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical ventilation 403.5 Homes designed to operate at positive pressure or with mechanical ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools & Spas 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat fromPr site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating equipment 403.6 Sizing calculation perforrpttl&•tt4cItedAlirjirrturr•elfficiencies per Tables 503.2.3. Equipmdrat effi eACvdrIcatsdnn tequired. Special occasion cooling or heatiaig caapiciy sequrre>; separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. • ••• ••• ••• V Ceilings/knee walls 405.2.1 R-19 space permitting.: � • • : • L • • • • • 6/5/2015 4:48 PM ••• • • ••• • • • • • • • • • ••• • • • • • • • • • • • • • • • • • •• •• EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 79 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U -Factor: Sgl, U=0.94 SHGC: SHGC=0.50 b. U -Factor: N/A SHGC: c. U -Factor: N/A SHGC: d. U -Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: . Floor Types a. Crawlspace b. Slab -On -Grade Edge Insulation c. N/A 897 NE 91 Terrace, Miami Shores, FL, 33137 - Existing (Projecte Multi -family 1 4 No 1950 Insulation R=0.0 R=0.0 R= I certify that this home has complied w Construction through the above energ in this home before final inspectio based on installed Code compliant fe ,ATE a UN 0 L' 2015 Builder Signature: Area 426.50 ft2 ft2 ft2 ft2 2.506 ft. 0.500 Area 1590.00 ft2 400.00 ft2 ft2 9. Wall Types a. Concrete Block - Int Insul, Exterior b. N/A c. N/A d. N/A 10. Ceiling Types a. Under Attic (Vented) b. N/A c. N/A 11. Ducts a. Sup: Attic, Ret: Attic, AH: Zone1 12. Cooling systems a. Central Unit b. Central Unit 13. Heating systems a. Electric Strip Heat b. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits rida Energy Efficiency Code for Building tures which will be installed (or exceeded) new EPL Display Card will be completed Address of New Home: ERARDO FLORIDA REG. NO. 56754 PROFESSIONAL EN(N ' Date: City/FL Zip: Insulation R=4.2 R= R= R= Insulation R=30.0 R= R= Area 2403.00 ft2 ft2 ft2 ft2 Area 1950.00 ft2 ft2 ft2 R ft2 6 70 kBtu/hr Efficiency 34.1 SEER:16.00 9.0 SEER:16.00 kBtu/hr Efficiency 25.0 COP:1.00 17.5 HSPF:7.70 Cap: 40 gallons EF: 0.92 Pstat *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 EnergyGai R1na. rcyftacttKs eTtrgyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.ter fo-:infdr3n'atianaritt Llist of certified Raters. For information about the Florida Building Code, Energy Conserveiion♦coniaot the F%n la.Building Commission's support staff. • ••• ••• ••• • • **Label required by Section 303.1.3 of the Florida BuildingLdde,tEneraCor{ ervai3od, d nit DEFAULT. .. . . . . • .. • . ••• •• •• • • • ••• • • • •• • EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • Residential System Sizing Calculation Summary Project Title: 15023 - Miami Shores Residence 897 NE 91 Terrace Miami Shores, FL 33137- 6/5/2015 Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(7 ft.) Temp Range(L) Humidity data: Interior RH (50%) Outdoor wet bulb (77F) Humidity difference(58qr.) Winter design temperature(MJ8 99%) 50 F Summer design temperature(MJ8 99%) 90 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 20 F Summer temperature difference 15 F Total heating load calculation 26301 Btuh Total cooling load calculation 43760 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Strip Heat) 161.6 42500 Sensible (SHR = 0.73) 84.0 31463 Duct loss 788 Latent 184.6 11637 26301 Btuh Total 98.5 43100 WINTER CALCULATIONS Winter Heating Load (for 1950 soft Load component Load Window total 427 sqft 8018 Btuh Wall total 1935 sqft 5689 Btuh Door total 42 sqft 386 Btuh Ceiling total 1950 sqft 1242 Btuh Floor total See detail report 7020 Btuh Infiltration 144 cfm 3157 Btuh Duct loss 788 Btuh Subtotal 26301 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 26301 Btuh Summer Cooling Load (for 1950 soft SUMMER CALCULATIONS Load component Load Window total 427 sqft 19940 Btuh Wall total 1935 sqft 4267 Btuh Door total 42 sqft 580 Btuh Ceiling total 1950 sqft 1801 Btuh Floor total 2645 Btuh Infiltration 108 cfm 1776 Btuh Internal gain 5650 Btuh Duct gain 649 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 150 Btuh Total sensible gain 37457 Btuh Latent gain(ducts) 309 Bich • Latent gain(infiltration) 4244 i3tuh Latent gain(ventilation) 0 t31Ch , Latent gain(internal/occupants/other) 1750 Btuh Total latent gain 6303 Btuh TOTAL HEAT GAIN 43760 • • Btuh 8th Edition •. • • • • Latent wee °"41 w Is,2 Inti! (14° • • • • • .00a41'' • • • • • • • • • • • • F�nts5%. • . • • • • • • • Wiest ,0°.(a) • • •• ••• ••• . . • . • • • • •• .� _*_• • •• • • :1✓netA,Gauge0 S9VZat;3tging .' ERARDO SIXTO FEREZ-GALCERAN FLORIDA REG. NO. 56754 Ce izng PREPARED BY: ••• • • .DATE: • • • • •• • • t • • ••• • EnergyGpug:V1V• R�ZBv3i •••••: .•• • • • ••• • • ^nOFCS3IONAl ENGINEE (45°x=) Residential Load - Room by Room Component Details Project Title: 15023 - Miami Shores Residence 897 NE 91 Terrace Miami Shores, FL 33137 - Reference City: Miami, FL 6/5/2015 Temperature Difference: 15.0F(MJ8 99%) Humidity difference: 58gr. Window Type* Panes SHGC U InSh IS Ornt Overhang Len Hgt Window Area(sqft) Gross Shaded Unshaded HTM Shaded Unshaded Load 1 1 NFRC 0.50, 0.94 No No W 2.0ft 1.5ft 36.0 1.4 34.6 25 63 2208 Btuh 2 1 NFRC 0.50, 0.94 No No S 2.0ft 1.5ft 24.0 24.0 0.0 25 26 599 Btuh 3 1 NFRC 0.50, 0.94 No No S 2.0ft 1.5ft 9.0 9.0 0.0 25 26 224 Btuh 4 1 NFRC 0.50, 0.94 No No S 2.0ft 1.5ft 27.0 27.0 0.0 25 26 673 Btuh 5 1 NFRC 0.50, 0.94 No No E 20.0f 1.5ft 12.0 12.0 0.0 25 63 299 Btuh 6 1 NFRC 0.50, 0.94 No No N 2.0ft 1.5ft 4.5 0.0 4.5 25 25 112 Btuh 7 1 NFRC 0.50, 0.94 No No E 2.0ft 1.5ft 21.0 0.5 20.5 25 63 1302 Btuh 8 1 NFRC 0.50, 0.94 No No E 2.0ft 1.5ft 40.0 1.6 38.4 25 63 2454 Btuh 9 1 NFRC 0.50, 0.94 No No E 2.0ft 1.5ft 70.0 1.6 68.4 25 63 4339 Btuh 10 1 NFRC 0.50, 0.94 No No N 2.0ft 1.5ft 9.0 0.0 9.0 25 25 224 Btuh 11 1 NFRC 0.50, 0.94 No No W 2.0ft 1.5ft 9.0 0.5 8.5 25 63 547 Btuh 12 1 NFRC 0.50, 0.94 No No W 2.0ft 1.5ft 48.0 1.9 46.1 25 63 2944 Btuh 13 1 NFRC 0.50, 0.94 No No S 2.0ft 1.5ft 12.0 12.0 0.0 25 26 299 Btuh Window Total 322 (sqft) 16226 Btuh Walls Type U -Value R -Value Area(sqft) HTM Load Cav/Sheath 1 Concrete BIk,Hollow - Ext 0.15 4.2/0.0 117.0 2.2 258 Btuh 2 Concrete BIk,Hollow - Ext 0.15 4.2/0.0 264.0 2.2 582 Btuh 3 Concrete BIk,Hollow - Ext 0.15 4.2/0.0 168.0 2.2 371 Btuh 4 Concrete BIk,Hollow - Ext 0.15 4.2/0.0 130.5 2.2 288 Btuh 5 Concrete BIk,Hollow - Ext 0.15 4.2/0.0 148.0 2.2 326 Btuh 6 Concrete BIk,Hollow - Ext 0.15 4.2/0.0 234.0 2.2 516 Btuh 7 Concrete BIk,Hollow - Ext 0.15 4.2/0.0 240.0 2.2 529 Btuh 8 Concrete BIk,Hollow - Ext 0.15 4.2/0.0 21.0 2.2 46 Btuh Wall Total 1323 (sqft) 2917 Btuh Doors Type Area (sqft) HTM Load 1 Wood - Exterior 21.0 13.8 290 Btuh Door Total 21 (sqft) 290 Btuh Ceilings Type/Color/Surface U -Value R -Value Area(sqft) HTM Load 1 Vented Attic/Light/Tile 0.032 30.0/0.0 1550.0 0.92 1432 Btuh Ceiling Total 1550 (sqft) 1432 Btuh Floors Type R -Value Size HTM Load 1 Stem/Crawlsp(v) 0.0 1590 (sqft) 1.7 2645 Btuh Floor Total 1590.0 (sqft) 2645 Btuh Zone Envelope Subtotal: 23509 Btuh Infiltration Type Wholehouse ACK" Vdlutnd(gftt) 10/4 Ratio CFM= Load Natural 0.4 •:124ao:::.p.6$ 73.6 1214 Btuh Internal Occupants' • • • �tahhocctlpant..' Appliance Load gain 4 X 230 + 3500 4420 Btuh .'. •; • •; • •yensible E �velope Load: 29143 Btuh • . . • _ •• • ••• • • .• • • • • • • • • •• •• • • • • •• ••• • •••• ••••••• • • • •• •• • • • • • •••• • • EnergyalugC? £J i Zp v3O :. • • ••• • • • ••• • Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL_MIAMI_INTL_AP 15023 - Miami Shores Residence 897 NE 91 Terrace Miami Shores, FL 33137- 6/5/2015 Component Loa� Window Type* Panes SHGC U InSh IS Ornt Overhang Len Hgt Duct load Average sealed, Supply(R6.0-Attic), Return(R6.0-Attic) (DGM of 0.022) 649 Btuh 14 15 16 17 Sensible Zone Load 29792 Btuh Component Loa� Window Type* Panes SHGC U InSh IS Ornt Overhang Len Hgt Window Area(sqft) Gross Shaded Unshaded HTM Shaded Unshaded Load 14 15 16 17 1 NFRC 0.50, 0.94 No No S 1 NFRC 0.50, 0.94 No No E 1 NFRC 0.50, 0.94 No No N 1 NFRC 0.50, 0.94 No No W Window Total 2.0ft 2.0ft 2.0ft 2.0ft 1.5ft 1.5ft 1.5ft 1.5ft 63.0 63.0 0.0 24.0 1.0 23.0 12.0 0.0 12.0 6.0 0.2 5.8 105 (sqft) 25 25 25 25 26 63 25 63 1571 Btuh 1472 Btuh 299 Btuh 371 Btuh 3714 Btuh Walls 9 10 11 12 Type U -Value R -Value Area(sqft) Cav/Sheath Concrete BIk,Hollow - Ext 0.15 4.2/0.0 72.0 Concrete BIk,Hollow - Ext 0.15 4.2/0.0 210.0 Concrete BIk,Hollow - Ext 0.15 4.2/0.0 123.0 Concrete BIk,Hollow - Ext 0.15 4.2/0.0 207.0 Wall Total 612 (sqft) HTM 2.2 2.2 2.2 2.2 Load 159 Btuh 463 Btuh 271 Btuh 457 Btuh 1350 Btuh Doors 2 Type Wood - Exterior Door Total Area (sqft) 21.0 21 (sqft) HTM 13.8 Load 290 Btuh 290 Btuh Ceilings 2 Type/Color/Surface U -Value Vented Attic/Light/Tile 0.032 Ceiling Total R -Value Area(sqft) 30.0/0.0 400.0 400 (sqft) HTM 0.92 Load 369 Btuh 369 Btuh Floors 2 Type Slab On Grade Floor Total R -Value Size HTM 0.0 400 (ft -perimeter) 0.0 400.0 (sqft) Load 0 Btuh 0 Btuh Zone Envelope Subtotal: 5723 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio Natural 0.41 3200 0.32 CFM= 34.1 Load 562 Btuh Internal gain Occupants Btuh/occupant 1 X 230 + Appliance 1000 Load 1230 Btuh •• ••• Sensible E • nvelope Load: • 7515 Btuh Duct Toad No ducts assigned to this zone. • • • • • • • • ,(DGM of 0.000) 0 Btuh •• ••• •. • • • •• Sensible Zone Load • ••• ••• ••• • • 7515 Btuh • • • • • • • • •• • •• • • • • • •• •• •• • ••• •• •• • • • • ••• •• • •• •• • ••• • • • • ••• • • • • •• •• •• • • •• EnergyC ugn 11,,przp v340 • • • • •• •• ••• • • • ••• • • Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL_MIAMI_INTL AP 897 NE 91 Terrace 15023 - Miami Shores Residence Miami Shores, FL 33137- 6/5/2015 • .• ••• • • • • • •• • • •• • . •• • • • • • • • • ••.•fr..• •.• ••. •• . • • ••• • ••• ••• ••• • • •• • • • •• •• • • • • • • •• • •• •• •• •• • • • •• •• •• •• • • • •• •• •• • • • ••• • • • •• • ••• • • • • ••• • • • • • • • • • • EnergydpugnSU R�ZBv3A •••.• ••• • • • ••• • • Page 3 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL_MIAMI_INTL_AP 15023 - Miami Shores Residence 897 NE 91 Terrace Miami Shores, FL 33137- 6/5/2015 SYSTEM GROU Cooling Loads For System(s): 1 Serving Zones: 1 Sensible Envelope Load Window Excursion Sensible Duct Load (duct gain multiplier of 0.022) Sensible ventilation Zone Sensible gain Latent infiltration/ventilation gain Latent duct gain Latent occupant gain Latent other gain Total block load 29143 Btuh 0 Btuh 649 Btuh 0 Btuh 29792 Btuh 2902 Btuh 309 Btuh 800 Btuh 500 Btuh 34303 Btuh Cooling Loads For System(s): 2 Serving Zones: 2 Sensible Envelope Load Window Excursion Sensible Duct Load (duct gain multiplier of 0.000) Sensible ventilation Zone Sensible gain Latent infiltration/ventilation gain Latent duct gain Latent occupant gain Latent other gain Total block load 7515 Btuh 0 Btuh 0 Btuh 0 Btuh 7515 Btuh 1343 Btuh 0 Btuh 200 Btuh 250 Btuh 9307 Btuh •• ••• • • •• • • •• • • • • • • • • •• ••• •• • • • •• • ••• ••• ••• • • • • • • • • • • • • • • • • • • • •• • • • • • •• • • • •• •• •• • • • ••• • • • •• • ••• • • • • ••• • • • • • • EnergyGugiitAREZf v31 ••• 0 • • ••• • • • • • • Y• • Page 4 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate: FL_ MIAMI_INTL AP 15023 - Miami Shores Residence 897 NE 91 Terrace Miami Shores, FL 33137- 6/5/2015 WHOLE HOUSE TOT Whole House Totals for Cooling Sensible Envelope Load All Zones Sensible Duct Load Total Sensible Zone Loads Sensible ventilation Blower Total sensible gain Latent infiltration gain (for 58 gr. humidity difference) Latent ventilation gain Latent duct gain Latent occupant gain (5.0 people @ 200 Btuh per person) Latent other gain Latent total gain TOTAL GAIN 36658 Btuh 649 Btuh 37307 Btuh 0 Btuh 150 Btuh 37457 Btuh 4244 Btuh 0 Btuh 309 Btuh 1000 Btuh 750 Btuh 6303 Btuh 43760 Btuh EQUIPMENT 1. Central Unit 2. Central Unit 34100 Btuh 9000 Btuh *Key: Window types (Panes - Number and type of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value) (U - Window U -Factor) (InSh - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R)) - For Blinds: Assume medium color, half closed For Draperies: Assume medium weave, half closed For Roller shades: Assume translucent, half closed (IS - Insect screen: none(N), FuII(F) or Half('/Z)) (Omt - compass orientation) • • • • • • • • • •• • • Version 8 • • • •• • • • • •• ••• •• • • • •• • ••• ••• ••• • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • •• .• •• • • • ••• • • . •• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • EnergyGauget / Ut"RF$13 %.y . • • ••• •• • • ••• • • • ••• • • Page 5 System Sizing Calculations - Winter Residential Load - Room by Room Component Details 897 NE 91 Terrace Miami Shores, FL 33137 - Project Title: 15023 - Miami Shores Residence Building Type: User 6/5/2015 Reference City: Miami, FL (Defaults) Winter Temperature Difference: 20.0 F (MJ8 99%) Come Ids for R Zone Window Panes/Type Frame U Orientation Area(sqft) X HTM= Load 1 2 3 4 5 6 7 8 9 10 11 12 13 1, NFRC 0.50(StrrrMetal 0.94 W 36.0 18.8 1, NFRC 0.50(StrrrMetal 0.94 S 24.0 18.8 1, NFRC 0.50(StrrrMetal 0.94 S 9.0 18.8 1, NFRC 0.50(StrrrMetal 0.94 S 27.0 18.8 1, NFRC 0.50(Strnlyletal 0.94 E 12.0 18.8 1, NFRC 0.50(StrrrMetal 0.94 N 4.5 18.8 1, NFRC 0.50(Strni1letal 0.94 E 21.0 18.8 1, NFRC 0.50(Strrrlvletal 0.94 E 40.0 18.8 1, NFRC 0.50(StrrrMetal 0.94 E 70.0 18.8 1, NFRC 0.50(Stml fetal 0.94 N 9.0 18.8 1, NFRC 0.50(StrrrMetal 0.94 W 9.0 18.8 1, NFRC 0.50(Strnlyletal 0.94 W 48.0 18.8 1, NFRC 0.50(StrrrMetal 0.94 S 12.0 18.8 Window Total 321.5(sgft) 677 Btuh 451 Btuh 169 Btuh 508 Btuh 226 Btuh 85 Btuh 395 Btuh 752 Btuh 1316 Btuh 169 Btuh 169 Btuh 902 Btuh 226 Btuh 6044 Btuh Walls 1 2 3 4 5 6 7 8 Type Ornt. Ueff. R -Value Area X HTM= (Cav/Sh) Conc BIk,Hollow - Ext (0.147) 4.2/0.0 117 2.94 Conc BIk,Hollow - Ext (0.147) 4.2/0.0 264 2.94 Conc BIk,Hollow - Ext (0.147) 4.2/0.0 168 2.94 Conc BIk,Hollow - Ext (0.147) 4.2/0.0 131 2.94 Conc BIk,Hollow - Ext (0.147) 4.2/0.0 148 2.94 Conc BIk,Hollow - Ext (0.147) 4.2/0.0 234 2.94 Conc BIk,Hollow - Ext (0.147) 4.2/0.0 240 2.94 Conc BIk,Hollow - Ext (0.147) 4.2/0.0 21 2.94 Wall Total 1323(sqft) Load 344 Btuh 776 Btuh 494 Btuh 384 Btuh 435 Btuh 688 Btuh 706 Btuh 62 Btuh 3889 Btuh Doors 1 Type Storm Ueff. Area X HTM= Wood - Exterior, n (0.460) 21 9.2 Door Total 21(sqft) Load 193 Btuh 193Btuh Ceilings 1 Type/Color/Surface Ueff. R -Value Area X HTM= Vented Attic/L/ Tile (0.032) 30.0/0.0 1550 0.6 Ceiling Total 1550(sgft) Load 987 Btuh 987Btuh Floors 1 Type Ueff. R -Value Size X HTM= Stem/Crawlsp(Tile)(v) (0.292) 0.0/0.0 • • •A9Q.0 sgft 2.2• • Floor Total :• ' 59Q Vi f t : : : _ Load 3480 Btuh 3480 Btuh Room EndelopV'SuDtotal: • • • 14594 Btuh Infiltration Type Wholehouse ACH Rgdtg WZQme •WelIftatio •C•F•M=.• Natural 0.55 i12i100; . : 0.g8 • 98.3 • . • •• •• • • ... • • • •• • : 2158 Btuh • Duct load Average sealed, Supply(R6.0-Attic), Return(R6.0-Attics • • •(DLM of 0.047) .• . . . • • . . 788 Btuh EnergyGauge® / UlsRFIB vz.b • • • •••• • • . •• • •,• • • • ••• • • Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: 15023 - Miami Shores Residence Building Type: User 897 NE 91 Terrace Miami Shores, FL 33137- 6/5/2015 Room #1 Sensible Room Subtotal 17540 Btuh lds for Rc Window Panes/Type Frame U Orientation Area(sgft) X HTM= Load 14 15 16 17 1, NFRC 0.50(Strrrlyletal 0.94 S 63.0 18.8 1, NFRC 0.50(Strrrly1etal 0.94 E 24.0 18.8 1, NFRC 0.50(Strntretal 0.94 N 12.0 18.8 1, NFRC 0.50(Strni1letal 0.94 W 6.0 18.8 Window Total 105.0(sgft) 1184 Btuh 451 Btuh 226 Btuh 113 Btuh 1974 Btuh Walls 9 10 11 12 Type Ornt. Ueff. R -Value Area X HTM= (Cav/Sh) Conc BIk,Hollow - Ext (0.147) 4.2/0.0 72 2.94 Conc BIk,Hollow - Ext (0.147) 4.2/0.0 210 2.94 Conc BIk,Hollow - Ext (0.147) 4.2/0.0 123 2.94 Conc BIk,Hollow - Ext (0.147) 4.2/0.0 207 2.94 Wall Total 612(sgft) Load 212 Btuh 618 Btuh 362 Btuh 609 Btuh 1800 Btuh Doors 2 Type Storm Ueff. Area X HTM= Wood - Exterior, n (0.460) 21 9.2 Door Total 21(sgft) Load 193 Btuh 193Btuh Ceilings 2 Type/Color/Surface Ueff. R -Value Area X HTM= Vented Attic/L/Tile (0.032) 30.0/0.0 400 0.6 Ceiling Total 400(sgft) Load 255 Btuh 255Btuh Floors 2 Type Ueff. R -Value Size X HTM= Slab On Grade (1.180) 0.0 150.0 ft(perim.) 23.6 Floor Total 400 sgft Load 3540 Btuh 3540 Btuh Room Envelope Subtotal: 7762 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.55 3200 0.32 45.4 999 Btuh Duct load No ducts assigned to this zone.• • • •�(DLM of 0.000) • • • •• • ••• . . • • 0 Btuh Room #2 •• • _ . . . • .. • • • • • • • • • Sensibre R&c7m Sdbt®tal• • • • 8760 Btuh • • ••. • • • • • • •• • • • •• ••• • • ••• • • •• • • • • • •••• • • • • • • • •• • • • • •• • ••• • • • • ••• • • • • • • • • • ••• • EnergyGauge® / UCRF2a a: ••• • • • ••• • • • • • • •• • Page 2 Manual J Winter Calculations Residential Load - Component Details (continued) 897 NE 91 Terrace Miami Shores, FL 33137 - Project Title: 15023 - Miami Shores Residence Building Type: User 6/5/2015 OCKLOADS) Heating Loads For System(s):1 Serving Rooms: 1 Block Toad 17540 Btuh Heating Loads For System(s):2 Serving Rooms: 2 Block Toad 8760 Btuh Totals for Heating Subtotal Sensible Heat Loss Ventilation Sensible Heat Loss Total Heat Loss 26301 Btuh 0 Btuh 26301 Btuh EQUIPMENT 1. Electric Strip Heat 2. Electric Heat Pump 25000 Btuh 17500 Btuh Key: Window types - NFRC (Requires U -Factor and Shading coefficient(SHGC) of glass as numerical values) or - Glass as 'Clear' or 'Tint' (Uses U -Factor and SHGC defaults) U - (Window U -Factor) • • ... • • • • • •• • . HTM - (ManualJ Heat Transfer Multiplier) • • • • • • • • •• ••• •• • • • •• • • • • • .• • ••• • ••• ••• • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • •• • ••• • • • • ••• • • • • • • • • • • • • • •• • • • • EnergyGauge® / UIRFtB vv3.d •• • • • • •• � • • •• •• • • • ••• • • Version 8 Page 3 MARSH RESIDENCE: 897 NE 91 TERRACE MIAMI SHORES, FL 33138 SEPTIC TANK REPORT SIXSIDES ARCHITECTURE #AA26002922 3436 N. Miami Ave, #2 Miami, FL 33127 o. 786.212.1574 m. 305.610.1333 • • •• ••• • • • • • •• • •• •• • •• ••• •• • • • •• • ••• ••• ••• • • •• • • • • •••• • • • • •••• ••••• • •••••• • ••• •• ••• • • • •• ••• •• • • •• • ••• • • • • • • • • • •• • ••• • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • SOUTH FLORIDA S.G. & E ENGINEERING STRUCTURAL, GEOTECHNICAL AND ENVIRONMENTAL ENGINEERING LABORATORY CERTIFICATION NUMBER #04-0329.02 8060 WEST 23RD AVENUE HIALEAH FLORIDA 33016 SUITE #7 Tel: (305) 826-3855. (305) 305-0718. Fax: (305) 826-8545 05/29/2015 MIAMI DADE -COUNTY Building and Zoning Department 11805 SW 26 St Miami, Florida,33175 SEPTIC TANK INSPECTION Address: 897 NE 91 Terraces Miami Shores Florida 33138 Dear Sirs: This letter is issued to inform you that a representative of SOUTH FLORIDA S.G. & E. ENGINEERING in collaboration with DAY & NIGHT SEPTIC COR. Performed the Septic Tank Inspection at the above referenced project. The results of the inspection was identified at the site, and the location and capacity of the tank. Capacity of the septic tank 900 Gallons * Attached please find the report and Sketch drawing location of the septic tank from Day & Night Septic Cor. Corporation. South Florida S G E Engineering appreciates the opportunity to assist you in this project. If there are any questions or comments, please do not hesitate to contact our office. If I can be of further service, please call at (305) 826-3855, (305) 305-0718. Sincerely,- SOUTI FLORI A LG. & E. ENGINEERING TESTIW LABORA '� RY CER P7C4tE#04-0329.02 ArshadVar, P. E. Florida Registration Number : 38863 Seal - • • • • • • • . • •• ••• • • • • • •• •• ••• •• • • • •• • • • • • ••• •• • • •• • • • • • • • • ▪ •••• .• • • • • • • •• •. • • .•. •. .• . • • ••• . •• •. • •.• • • • • •.• • •. •••••• • • •• • • •• ••. •• •• •• • • •• • • • • • • • •• •• •• ••• • • Contract Submitted To: 5007 13o Jc1 Day & Night Septic Cell (786) 718-6460 1391 W 36 St Hialeah, Florida 33012 Work To Be Performed At: zc9 7v e q/t toe'r SIareS I. I hereby propose to furnish all the materials and perform all the labor necessary for the completion of: G (%,-1.‘.f. -t c41(, be, e KC %r�3 .7-ct 1 . 7062 6q // ??)(494. Fod II. All material is guaranteed to be as specified, and the above work to be performed in accordance with the specifications by the Miami -Dade County Health Department and completed in a substantial workmanlike manner for the sum of: __DOLLARS ($ And payment to be made as follows: L t 14- 'ic,) l , deposit to be made to start work and the remaining upon final inspection and the completion of the said work. III. The septic tank contractor is not responsible for the following: damages to landscape, fence removal or replacement, driveway(s), carport(s), sidewalk(s), open patio(s), underground wiring or pipeline(s). Any tree removal, re -paving, electrical connections or any other work NOT DESCRIBED IN SECTION I shall become an EXTRA. Note: IF PUMP NEEDED Tn RE WILL BE AN EXTRA CHARGE TO COVER THE COST. ACCEPTANCE OF CONTRACT The above price, specifications and conditionsare.4a,ti%fagtor . d e bgreby accepted. You are authorized to do the work as Specified. PaAnent ;All�e:_' .' as outlined above. ACCEPTED SIGNATURE (Print Name) l att" •67Iq`; e,f:': .. .. • . . .. . • • •. .. . • . .•• . •• . ..• • . • . ... • •..•• • • •. • . • •• • •..• •• •• •. . • • •. . •• • •• . • • •• .• • . •• •• •• • • • •• .•. . . STATE OF FLORIDA DEPARTMENT OF HEALTH APPLICATION FOR CONSTRUCTION PERMIT Permit Application Num ber PART II - SITEPLAN Scale: Each block represents 10 feet and 1 inch = 40 feet. Notes: Site Plan submitted by: Plan Approved Not Approved •' , Date . -ka By •• ••• •• • • • •• County Health Department • •• ••• • • • • • •• • ••• ••• ••• • • ALL CHANGES MUST BE APPROVED BY 3 -HE COUNTY HBALTK I EcIS612TMENT •• • • •• • • •• • • H • 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated't*E-6U01. FAC •• • • • • • • • • tock Number: 5744-002-4015-6) • • • • • • • • •• • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • Page 2 of 4 MARSH RESIDENCE: 897 NE 91 TERRACE MIAMI SHORES, FL 33138 PRODUCT APPROVALS SIXSIDES ARCHITECTURE #AA26002922 3436 N. Miami Ave, #2 Miami, FL 33127 o. 786.212.1574 m. 305.610.1333 • • 88 •.• • • • 8 • • ••. • •• . • 8 • • . • • • • • 8 •• ••• •• • • • •• • ••• •••. ••• •. . • • .••• • • • • •••• •• • • • • • •• • • • •• •• •• • • • ••• • • • .• • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI. DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY, FLORIDA PRODUC'T CONTROL SECTION 11805 SW 26 Street, Room 208 (786) 315-2590 E (786) 315-2599 www,miamidade.goviecortomy RC Home Showcase, Inc. 2970 NW 75th Avenue Miami, FL 33122 SCOPE,: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority ITa.ving Jurisdiction (A111). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AM (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. It this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the ATLI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County *Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity 'Hurricane Zone. DESCRIPTION: Series "CM100" Outswing Aluminum Casement Window - L,MJ. APPROVAL DOCUMENT: Drawing No. W04-16, titled "CM100 Aluminum Casement Window (1..M.I.)", sheets 1 through 12 of 12, dated 03/01/04 with revision "G" dated 10/10/13, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. B., bearing the Miami -Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami - Dade County Product Control Section. MISSILE IMPACT RATING: Large 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. REVISION of this NOA shall he considered after a renewal application has been filed aid there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will meiir after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the produet 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 he cause for termination and removal of NOA. ADVERTISEMENT: The NOA nuinbcr preceded by the words Miami -bade 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.tasvied tch the; tiser.by the manufacturer or its distributors and shall be available for inspection at the itob stiltatieiteiur:s.tiAtpe Building Official. This NOA renews NOA No, 11-0922.06 and consiW og.ttlis•oge.? arteWence pages E-1, E-2, E-3, B-4 and Green Sustainable Attributes (G.S.A.) page G-1, as well as approval document mentioned above. The submitted documentation was reviewed by Jahr thlyasedi it.„:0MA1RafriZaZia:-,7;6,, MIAMI COUNTY 'faRge • • • • • • • • • • • • • • • • • • • .4: :• . :6 :• 4 .: •: : NOA No. 13-1112.10 ••• • • • • • Expiration Date: July 29, 2019 Approval Date: December 26, 2013 ••• • • • 000 • •• Page 1 •• • • • • • • • . ••• • • • • • • • • • • • • • • 80 •• • • • Oil 00 00* • • • OGO 1• RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted ander previous NOA No. 11-0922.06) 2. Drawing No, W04-16, titled "CM100 Aluminum Casement Window (L.M.I.)", sheets 1 through 12 of 12, dated 03/01/04 with revision "G" dated 10/10/13, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. 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 2411.3.2.1, and '1AS 202-94 along with marked -up drawings and installation diagram of an outswing aluminum Casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. V11,6439, dated 02/21/11, signed and sealed by Marlin D. thinson, P. E. (Submitted under previous NOA No. 11-0922.06) 2. 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 FRC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Kinetic Energy Drop Load Test (400 Ft. Lb.), per ANSI 497.1 along with marked -up drawings and installation diagram of an outswing aluminum Casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5867, dated 05/02/09, signed and sealed by Julio E. (ionzalez, P. E. (Submitted under previous NOA No. 10-0426.09) 3. 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) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminmn casement window, prepared by Ilimicane Engineering & Testing, Inc., Test Report No. HETI-03-1346, dated 09/16/03, signed and sealed by Rafael E. Droz--Seda, P. E. (Submitted under previous NOA No 06-1130.01) •• ••• • • • • • •• • • • • • •• • • • • ••• • • •• ••• •• • ••• • ••',.;/ •-• - ••• •••• ••• ••• • ••• • •: Jaime D . Gasesdr, P.sE. • •• •• • iou:tControl Section Supervisor ••• •••••• NOA 13-111210 • Expiration Date: July 29,2019 Approval Date: December 26,2013 • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • 000 • • • • • • • 1 • • • • • •• I/0 ••• • • RC Home Showcase Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED IL TESTS (CONTINUED) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum casement window, prepared by flurricane Engineering & Testing, Inc, Test Reports No.'s HETI-03-1848, dated 09/17/03, HET1-03-1856, dated 09/17/03 and HETI -03-1859, dated 01/16/04, all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No, 06-1130,01) 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) Forced Entry Test, per FBC 241.1,3.2.1 and TAS 202-94 along with ntarked-np drawings and installation diagram of aluminum casement window, prepared by Hurricane Engineering & Testing, Inc, Test Reports No.'s HETI .03-1350, dated 10/14/03 and HET1-03-1344, dated 09/12/03, alt signed and sealed by .Rafael. E. Droz-Seda, P. E, (Submitted under previous NOA No, 06-1130.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al-Farooq Corporation, dated 10/20/11, signed and sealed by Javad Ahmad, P. E. (Submitted under previous 'NOA No. 11-0922.06) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1.. Miatni-Dade Department of Regulatory and Economic Resources (LOA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacitc® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.1. DuPont DeNemours & Co., Inc, for their "DuPont ScntryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, issued by Al-Farooci Corporation, dated 10/15/13, signi iswad la liad Ahmacl, 1'. E. 2. Name changed to RC HOME%SlicA.NrIklE: registered in the Florida Department of State, Division of4.1,Ciriw:atiok Sirtili49114gtpc,rit cited 10/11/13, • ••• ••• ••• • • Jaime D. Gaicon, P. E. •• • • • • • • • • :liodua Control Section Supervisor •• • • • • • • • • • • ••••• •• • • • NOA No. 13-1112.10 ••• . • • • • • Expiration Date: July 29, 2019 Approval Date: December 26, 2013 ••. . . . ••. . • • . . . • • • . • 000 . • • • . • • . . . • • • • 00 .• • • • •• 00 000 • • • 000 . . RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 3. Asset purchase agreement dated 10/01/13, signed by Mr. Manuel A. Kronfle- Kozhaya, Mr. Henry F. Kronfie-Kozhaya, Mr. Raul Casares, Mr. Eusebio Paredes and Ms. Nancy Vias, 4. Statement letter of complying with the Saks of Assets issued by RC Aluminum Industries, Inc., dated 10/30/2013, signed by Raul Casares, President. 5. Department of State Certification of RC HOME SHOWCASE, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 10/11/13 and signed by T. Carter, the Secretary of State, 6. Department of State Certification of MANUHEN ENTERPRISES, LLC as a limited liability cotnpany, active and organized under the laws of the State of Florida, dated 08/22/13 and signed by N. Culligan, the Secretary of State. 7. Laboratory compliance letters for Test Report No. ITL -6439, dated 02/21/11, issued by Fenestration Testing Laboratory, Inc., signed and scaled by Marlin. D. Brinson, P.E. (Submitted under previous NOA No. 11-0922.06) 8. Laboratory compliance letters for Test Report No. FTIL- -5867, dated 05/02/09, issued by Fenestration. Testing Laboratory, Inc., signed and sealed by Julio E. Gonzalez, P. E. (Submitted under previous NOA No. .10-0426.09) 9. Proposals No. 08-1635 issued by Product Control, dated 11/24/08, signed by Renzo Narciso, Engineer 1, Product Control Division. (Submitted under previous NOA No. 10-0426.09) 10. Laboratory compliance letters for Test -Reports No.'s HETI-03-4346, dated 09/16/03, HETI-03-1848, dated 09/17/03, 1-JETI-03-1856, dated 09/1.7/03, HETI-03-4859, dated 01/16/04, HETI-03-1350, dated 10/14/03 and HETI-03-1344, dated 09/12/03, issued by Hurricane Engineering & Testing, Inc., all signed and sealed by Rafael E. Droz-Scda, P, E. (Submitted under previous NOA No. 06-1130.01) C. OTHERS 1. Notice of Acceptance No. 11-0922.06, issued to R.C. Aluminum Industries, Inc. for their Series "CM100 Outswing AIunhinunl Casement Window - L.M.L", approved on 10/27/11 and expiring on 07/29/14. 2. Simulation Performance, Solar Heat Gain Coefficient, Visible Transmittance, & Condensation Resistance Calculation Report on: 1) INFRC 100-2004 "Procedure for Determining Fenestration Product U -Factors" 2) NFRC 200-2004 "Procedure for Determining Fenestration Product Solar Heat Gain Coefficient and Visible Tiatgiinittagiceitt Vo,rmilIneidence" 3) NIR( 500-2004 "Procedure.for 1/pt:iitHitik.V.nds.ntion. Product Condensation •• ••• •• • • • ...•• , Resistance Vatues" • •••• •• • Jaime D. Gascon, 1'. E. • • • •• •• • • • . °: :• • ••• ••• • • teCt Control Section Supervisor • • • • • • NOA No. 13-1112.10 • •• • • • 66 txpiration Dale: July 29, 2019 Approval Dale: December 26, 2013 • ih• t _ .....: 3 • • • •• • • • • • • • • ••• • • • . • • • •• • • ••• • • • ••• • •• •• ••• • • • • • • • • •• • •• • • RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: -EVIDENCE SUBMITTED G. OTHERS (CONTINtFED) Using computer simulation in accordance with NFRC: Frame and Edge Modeling: THERM 5.x, / WINDOW 5.x NFRC Simulation Manual (Approved at test date), of a RC Aluminum. Series "CM100" outswing casement aluminum prime window, along with attached drawings and hill of materials included in Appendix A, marked -up by National Certified Testing Laboratories, Test Report No. NCTL-110-12449.01, pages 01 through 07 of 07, dated 11/12/09, signed by Richard A. McVieker 111, Simulator, and Steven H. Coble, NFRC Accredited Simulator, Simulator-In-Responsible-(harge. 3. NFRC 102-2004 Thermal Performance Test Report on: 1) NERC 102-2004 "Test Procedure for Measuring the Steady State Thermal Transmittance of Fenestration Systems" Test report of a series RC Aluminum's Series "CM100" Outswing Aluminum Casement Prime Window with .Low E and Argon, along with submittal cotnponent drawings, with applicable part numbers, manufacturing and modeling details included in Appendix A, marked -up by National Certified Testing Laboratories, Test Report No. NCTL-110-124504, pages 1 through 4 of 4, dated 11/30/09, signed by Christian J. Mitchell, Technician, and Robert H. Zeiders, P. E., Vice -President Engineering Quality Person -In -Responsible Charge. 4. Recycled Content Determination Report on: Name: Casement 'Window, CM100 Raw Material: Aluminum Including letter from Fundiciones Industriales S.A. (PISA) dated 03/22110, certifying that .the extruded aluminum products contained 30% recycled scrap material, signed by Henry Kronfle, Vice -President. •• ••• • • • • • • •• • • • • • • • • •• .•• .• • • •-- • ••• ••• ••• Jainie D. Gascon—,41. E. • • • • • •• • • • • • PrOV or Control Section Supervisor •• • . . • • • • ••• • • NOA No 13-1112.10 •• •• . •• • ••• . • • txpira (ion Date: July 29, 2019 Approval Date: December 26, 2013 •••t14 •• • . ••• • • . • . • • • • . ••• • • • • • • • . • • • . • • •• •• • • • •• •• ••• • • • ••• • • RC lime Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE UBMITTED GREEN SUSTAINABLE ATTRIBUTES (SA) SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials. The documentation submitted has been reviewed by Miarni-Dade County Product Control. G.4 LRE(.:VCI,EDCONTENT /B10-- BASED MATERIAL / RARITAN RENEWABLE MATERIAL. • °o Recycled % Recycled % Bio -based % Renewable Material Component Name Content at at Disposal Material Mama, . Window Aluminum 30% 100% N/A N/A G.8 7---..U-FAc TOR ( THERMAL TRANSMI`rfANCE) i t 1.1/ (.9 (...!-.FAC TOR SOLAR ITE4ha.GAIN c0E1111C1.0,11113T13/1.111-412.... VISIBLE LIGHTTRANS1I1TrANCE Al''NORMAL INCIDENCE I - • CR .,-.'CONDENSTION RESISTANCE • ' * - • • . Test Report#: Base line Product Product G.8: G.9: VT Glazing Components: 'umber U—Factor SHGC NCTL 110-12450--1 CR 5/32 OR 24042-SS-1)ARG BIZZ-1/8090 PV131/8 0.62. 0.19 0.19 17 5/32 CI.R 240#2-SS-D_ARQDRZ-1/8 090 PVB_1/8 0.62 0.19 0.19 17 5/32 CLR 240112 -SS -D ARG CLR-118 090 PVB 1/8 0.62 0.20 0.25 17 5/32 CLR 24042-SS-D_ARGGRN-1/8090 PVB 1/8 0.62 0.19 0.17 17 5/32 CI.R. 240#2-SS-DARG GRY-1/8 090 PVB 1/8 0.62 0.19 0.23 17 Abbreviations: SS -'D 240/2 ARG PVB CLR 13RZ GRN Legend lion: Desiceant-Filled Stainless Steel Spacer .ardinal Low E 244 @ #2 Surface Ty lad 90% Argon 0.090" Poly Vinyl Butryal (PVB) interlayer Clear Glass GRY Bronze Tint Glass OreenTint Glass Cray Tint Glass C.101-- CHEACTOR ( THERMAL CONDUCTAN .CE) B- TO/ 1112.41;2-.9. ' .. . . : - • h1. Whole Window I 1.94 • Component Name C -Value • •••• ••• • • • • • •• • • • ••• • •• • • • • • • • • • • • • • • • • • • • • • • Jaime D. Gascon, P. E. ••• ••• • • ;;; i I:ole: Control Section Supervisor • • • • • • • • • NOA No. 13-.1112.10 •• 1. • • • •• • • expiration Date: July 29, 2019 A pproval Date: December 26, 2013 ltL • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • M101 OPERATINTGIFIXED ALTJAH141.1/.{ CASMONT 6Y,LN.00W3 500 FLANGE FRAME 5/0001.1 CAPACTIY SEE 5455T5 2 & 500 FLUSH 510,15 1/04070AV CAPACITY SE.: SHEETS 4 4: 5 • • • • • •tre• •• • S1t-oiq.1E••••PRODUCT 1f/s, 03:44 0554;At01%D TO COMPLY 10T4THE • REQ•REMENTS OE 73-45 03430A 811G 5,14r1E 1;15'4_0011-10 31154 V5505:514 00401(10115 704;00•04101 • • W000 311040 10Y OTHER!, izoST 115-140 00045050 TO 7RAN'TEIR • • LOADS TO THE •miott...4ORS SHALL 83 A; i151ED, 10,1E1 Al,.."1,4.11304 00 DETAILS, A1454-0RS cMBEDMi:NT1 S1 530345 03-I5E wd4 TrE0145 WALL 030E414545 OR 410550, • itt• aTIORING 00 T.DAOING•CCN:11TIOREAC••101044.1 THEE 055402 ARE ▪ 2aT240T OF -DOS APPWVAL. •••• • A, 400 0URAftt•I•110A.5E ]4 UIED 44 DESCN OF 80(33.2305 1N•30 300032 ONLY. • • • •WATOR1ALS 1055110100 800 NOT 5303450 70 SCREWS, THAI • CD* 04TO GONTAIET 010006163..F.0ATERIALs SHALL MEET ItiE R500REMENIT5 01 T3 -1E 50013105 alrit-4 COLE SECTiON 2003.8.4. • • • •••••• • •-0' 0- • • •••• • • • • • • ••• eAilltOVAL AFIlfre S S;NOL: v(44• MN DVIS 04 DUAL VE11-444150 00;40 ;04E0445 11.3POST ALSO TOP ANC; POTTOM 000300440443 OF 0150 AND CASEMENT YAW -IONS 05(00 55405543 14EAD/SiLL W14000T 0051.0034. ALSO 10 SUN d'T StLA C30M44INATI:300 OF CASEMENT/FIXED, CASEMENT/CASEMENT CVR 0110 011-104 YCNOCA4 TYPES IN 0000145 05 Two 00 4400i viINDOWS 00100 APPROVED 00500300, Val CAPACTY FOR THIS 0P1105 ['SU. 5:E7050E 3901.1I00 1109 401450 05 51X50 WIDOWS UNDER SEPARATE N00. mom lawg8o A 13o1,34% cod. 4 --, 41,11 Lt hiiawi One:: Po.,900 Contre. - 14)14E W.ND03,s ARE 0400 300 50005 & smALL MISSILF PAPACY, SHU-7:8S ARE NOT REWIRED. Eng, .41,10, 41-54831 57/1- 11,3-. 41 70292 0444. 31311 541-1 o , 8 c, 0•• g o 6- • (1} 0 4 L7 '4430 (4Z E 0 ' 3-2 10 340401- - (1). ; 15 41: 27 ; 1(2 141 o1- oo co:1 c) o (s!itot 1 of 12 3 MX, rY----WINDOW MUCH --- I 35 3./8" MAX. VENT WIDTH 30 V8` MAX. O.L. OYU, (Aj 74" MAX. WINDOW WIDTH 35 3/8u MAX. 35 3/5" MAX. 45 03 V(370 � - t.h- YP.OTH 5555E 505205 39 1,15" MAO Ol OYG. �,� to 30 1/0" MAO D.i. OPG. Y, 5 5/8' MAX. HEAD/DLL corNt • • *afr4Gl.G VENT WOW. • ••• • • •• _ 37" MAX. • • • • "T • I:h .Yt10TY._. • • •••V'•Tra •13 1/i1 • i• • HEAD/siLl ,..."j • • • • CORNERS -tl • _--lij •t••• _ ••••• ._ t r • ., • i • }••_)• ••••• _ ,'T • �"• • ••I••• • • •• •16•• 3< %:y i T •• •• • • • • • ••• •• • • O 5/5` MAO HEAD/S4Cl 500350:: 1 \� 0201 OR it90 70000050 —5TF_ 5-1 Si0E 05 W 051 DUAL VENT WQW SEE 54455 305.55 S ADDL. .'44100 AS .R[ h0. CHAR? ON 'SHEET 3 !OR !'5331001 37" MAX. 37' MAX. WIVn0Yt 0403 i ---- WINDOW W455» 35 3/R" MAX. 'YE31 WIDTH 30 1/8" MAX. D.L 350. t;A1 t1�� 173701,1,-00:1502 '055 CIOARTS SIDE v SIDE WDWSI 6N 00051 2 CIE 3g TO: ANCHGR.5 \ 0- EACr4 510E 05 MULLION—. SE: 0-44RT SifET 3 54SIGN 304 3 RATINGS FOR THESE MNOO YS TO BF AS 0E0 CHARTS 5H0'000 013 00053 3. FLAN( ',TAME 1v'fND©W'S 3350051!5'5 5003,1; 505: :S Mmp;,,o0:'/0511 i(5C {'lUt1't1t 8Tui0{3.33 C.ud,: , ' b - w -r Mian: D^dc. Y,a)':00 0,5313 Eng: JAM 305335 C1Ni 118. 85 # 700;7 '.3039 Y / p ` g I '�+F 'A 4407508 LOAD CAPACITY - 464 .6 01, 1;4` SIDE 5[14(47,0 YB47' 8823140141& 02.43208 LOAD CAPACITY - PST U1-:12. VENT WINDOWS - 0104 13i+33110,5 LOAD CAPACITY5 5(x(11,2' 5"16 h'iTDORS '-' -__ K j GLASS TYPES 'A' & 'B' 1 GLASS TYFF.S 'A' & $' GI.755 `[74415 Z � Qm+ X 011 0 Q, a Z , c 2./Y .�. �- , g OI =1 C, � � d p, U ° p q `d R1 P' Y N zz W .i P-J S 9" 0 -P- ` 8 U3 I C; = i2. �� . c n Q' N "• V fi g ® �1 !Y 1„qv tGGli M ,-- (J "' ,. . c•• S N `1.tj G �- 0�.. n1 4 ___ +� p: �z 1 0 cv i .. ''__ - . -. s� a, 1. C^ n - � --'-.' 1 a �. t 1 X 3 X 1/8" MULLION 1X447 8" 44432.1, / ON4: 4x0 'A' d• 'H 002 ANCHOR 1424 A3i0i1GR5 Td0 ANOMIE 7/75804 53445_ .anc!taP AT EACH SIBS A\�FfaIXS 44 EAC8 SIBL34r.(+) 441013:114(D3(43,73+71: (H) f , WIN000 DIMS. AT EACff SIRE AT PaCB SIRE AT PJCN 8NE EY.T.(1) EM.(t} hT.(-) .' . -i EKT,(r) MO) 4416 (W) 11EIOHT (H) F1T.l-) CNT.{-) 19-1/8 03. 23 __ . H (W) HEIGHT (H 04T.(-'3 iNt. _ () -} INT.(. iwr.{-) si' eo.G --, at.G = -4" E'J0.. � � 19-1/5* 1 2.A' 26--i/2" 03) NOa 834) 0.20 800 80.0 80.0 80.0 84.6 {}RECTION GF .YEN' QP„G `004423t1A,- 48' 55 t/A" EO' 400 _._. 800 FOb 80.0 _.__. 800 78 1 /2` 30 37° 48` 800 - _.- 800 999 1 �' 30 37' 47" 3D-318" 507 _.. il 8 4 800 _ 80.0 A0L BOG ._ 80,6 80.0 \ 1} 1Y 1- _- ., k :'/44' 72' ,n' A4" 3'-3/a' 800 800 __ 664 888.00%°0-. __ 800 41 42` ,.3 7JS' 60 _.-- 8110 _ 200 ` 1 ._-___ •i8" /a S. __ 803 80.0 I b6. 1.3_6•01j . _ - � .� 1'. _ '1 1n.. 1/04 .... 800 n .,3- I/O' 60.4 40.0 00.1 ,,--t,- L.-- si 150-1/4' 68,4 00.0 2 T. ___ t,tom."_ .-! _4' �0 ... 1 !9-1/8" I 24' 3300 810 80.0 80.0 40.0 80.0 . -. ' f e I : / 57' 48' 800 80A.... 60(7_ 80 0 I F 1 2 -1/2' 8 ,.C' - 904 _ - 80.0 H 31' 4a` 33.0 83-0 08 80.0 50.0 804 I 11 y -1 ' h 7(��{ Awio I 5. , ; 5, I` 533- 1(8" 80' 4^.-5 /n _... 80,0 00 ... tsg 80.0 800 80 _ s / /IIdPG�t� �I' Y7" az' Aii' 50 5,338' .. 80.0 _.._ 80•0 'B0.4 (-�.,_ _ ,' 42" f+7.1.... 30.0... r P,LG ! t• i (, 7d' - 74.3 80.Ct 1 58-t/8" vD0 POOx 48' 53-tib` 53.8 20.0 53.7 80.0 0 81.3 D0.[ 1 / -`\ ._.`.� * �.__ 4° ." 611 7 413 _-.. 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RA fING SEC 3(1/05A.TE. 424 37' 4d° 85.0 - 80.4 _ 347.0 30.4 37' !`<' 0.;.0 BC 11 i / - y .. 22-1/2' 630 810 • •-..UO •80.0 ''3-1/n" 80.0 04.0 49-1/8' 80.0 • 33' ••4S• •�l,• Ga" • 75.2 51.1 • • • -� • Prf.((S' BO.C•• 8 a i ••800_ ••810 .. .. .___.... i 84.4 ._ _.__ .� NO 0 N0. : IiYAJ 4EtfH:!KECPfR YIHvCS i 041774W-.--1', I A 2A 1a. Au' 'i 8 • E3' ?1.0 --_0. 53.7 ___ 794 40.0 --..___ 800 ___ 4321 .-. -_._. -__.. 710 OF 34(3.-031 V031. NEI(ll r KEEPERS HN,>ES Um f 2,1 SCSei A616'621120' }{ 4- 2G11;:' 6ti 80.0 00,0 _... 86.0 Y / 141; 8' RO.B 6'1,4 5'1.0 ',. 20-1/4" 2 I 1 R4' S9 2 80.0_4 42 1 ..., 3/' E0.0 ••2,• 2E--tib • • Iia • :411-8-34 63' .5 • 8a.,"••• 800 0♦_44-1/4°S a1•••.. 180-.5-_ _ 430 500 •'• 42t 3 i - 3 : 59-1/4" 4 I 3 ,_ J - 74-' /4" 1 5 I 3 ii37' a8" '/8' ..t he __ ._ _.-__ 90O 77.2 ; f -...{ I.-4 .._ 9ft3 l- BGA 980 I�'7/P• 9" er 1/2"43 72' 00.0 891 _ 817.0 �� - u j 31"• �8 t 3-- 80y a 80 0 60' 88.4 ....- 80,0 3� P.nA E _ • •4•• • •1 ,2 tc•.(• • • • • 0u.V ?2' S7.V 80.0 37 DOA 4, 1,8° 1•ai.� 8x'.41 •• 80.0 74" 554 401 9 t; 3' 804 n } '24' �•1 30" , 10.•7 84`•�•ijS.3... • •2.1.4 800 • • 80 0 BU.c•... •80.0 85.0 80.0 37" 48" n .'3-1''14' 72, •00.._-_ 70.8 7o.8 90,0 8(.6__-. 50.0 21' 28-i/2" 30 74--1 0430 00.0 00.9 PCFiS +r Of'p, H 414.44+ 32 - Z_-i3$° 24" 3 f8.3 808 8)0 5:1.0 80.0 7' 14' 5.2 808 I 80.0 2.0+30AT 4011-4. 04 .045.8 _. Ai 054- SA30` 5',: I 80..: , _r { ` . d1 iI •j .jI I '1 It L j 9 o rtrn.,�n ni 9 0. W0416 1411 rf 3 .,F 12 2fi--14'2' 72" /0.9 8:77 Bi40 37" 30.0 246 4-1/4 3 30' 3Y 62.7 50.8 _ - _ 8.2 80.0 . 124 80.0 48' 53-t D" 46.0 8 r,--- _. _ _. an 4.6x41 D2,111'4.1-34.40.+334.17.41 800 lyI0 rithll 41400614! Er4 20703 A61NAD CNF_ A �353P. 52 38-f f8' 2i" 6-9f2" °t1_U 780 74-7 /4 4189_-- 8-.).8 80.0 800 81A 870 BG-0 NOTE: 2/ 14" 44-3,4- 8` 8 .33 45.3 ,q D- 0 �..., 11, f1;f °-F.,~..-'rdF"�_ L .`( BO.G ^ f-' " 0.+3,14. 37' X18 � 49..3 I 1...4 80.0 ! 650 00.0 t c _42" 4Y tut retrn6 4' 4SS 1'AP4.I3IES ON 12-6 SHEET ARE '� pilow 3)ad Y BASED ON ASTM 01300-09 (3 SSD. 3USTS) ..-._ _.... ' /440 FLORIDA 'BUILDING C0MMI5573N FLANGE FRAME WINDOWS- DE00.0RAIOP.'( STATEMENT DC405-1200 299 I __.__ _ __. . ___ ._ ` t-i..,'1 ''.1 ,. - "' • • • • • • • 33" M.A.X. Yti8108 415005 — 35 3/8` MAX. F - 4ENT W1911-1 30 1 /8" MAX. 1-�01. 000 Ali ",41015 MUM -NNE MAV 134 1111.E43--\ 74" MAX. :718000 1410001 35 3/13" MAX 35 3/13" MAX. VONT 80,1711 VENT 4410T8 30 1/E" MAO. Dt 000:. 30 I/O" MAX. a 37 MAX. 37" MAX. '0500W 50111_._. 1t_ -__ WINDOW '080014 u5 3/8- VON) /0 VON) 8001, 35 3/8" 340X. VENT 18005 30 I/O" MAX. 30 1/8" MAX. L 075 r R!. OPG. 1'• kill S Lam= t } � i 1 - 5 3/4" s.N3. I ji 1 1 8 1/7SIAX. 5EA0/0151 fig. •� ,44 _.11050/5111' £ 50IRS • ?ANGLE_ VENT • • • • ••• • • •• 37" 471/. • r. 78'.5----�••• 000104110 1440311( • • 3— • •• • • • • • • •••• • • LL N 1' - • • ••t•• •. l) • • • qt ••••o- • i• • `, N - _-_.-._.._._.: ••� ••• •• • • • • . 3/4" 14514.`i HEAD/S11 . 7.010t• -10114f; h 8 1/^"580 WAD/S4t. 5 3/5' 5.7O8. rt ICAO/SILL -i 00514E0(5 37:' 5/41. :10105.08/ 8113011 s ! ! _.3 ONE 00 TWO 8NC1-10014 ,45 1504-1 510E 54 05405! DUAL_ VENT_ WD.VW. SEE CHART 11(0E3 5 5 3/4" MAX. H AD z551__.�.. HE40/S/'1 81457144 {I i 8 1/2"MAX. 5 3/4` MAX. L 705514RS 3" el 5 3/4" -. 10515740 POINTS \ t. CHA 1- SDE BY SIDE WDWS. \ 5HEE 5 ONE OR T14'0 A14CNORS\ AT 4145../1 Si115 or AIJ11t1N--' SEE CHART SHEET 5 OEStG5 LOAD R8T1500 FCR "70141 WINDOWS l0 HE CNAR15 SHOWN 08 S11EE1- ;.. FLUSH FRAME WINDOWS 0400DUI:T RCNTWIS%3 8 " P1Y55 00. 1'181418 6nikiVa� Cmdc , - Ds 7.1/71 hrMt< 71 v3�.� f L u�ioP PER 1 rdrall q -no W04--16 ,N'teet 4 o! 12' DESIGN 2.0855 CAPAiT'i - F5F SIDE BY SIDE SINGLE YEW i3 5514360 ) DESIGN I.DAD CAPACITY -- PSP 101./51. 6802. 5INL101T8 DESIGN LOAD CAPACITY - PS3 515(15.8 VENT 0(550063 j'----- ! vs""� '' - GLA55 TYY18 'A' 1 '8' CLASS 527563 `3' O 'B' GLASS TYPES �__-_'. . __..._ ..._. l 1 _..- 1 % 8 X )r 8' ldULiM 1X1%1/8" AfiSLI, ONE "PPLO ANCRJR9 1318006 DIMS. 'A' 0 '1'` 0:B ANCRBR TIM 08711088 MT 01{011038 9'183 Dia 01115. 4511457 AI' OCR (3551 AT $ACE 05566 r MOTH (A 6Ei607 CH) ' ,� 0 „ A 7 M8558 DIL15. AT PACE 5168 dT 88CH SIN AT 54811 RIDE + 52(2 )5/) 57X1.(-) 314(.(-) 1 y P., `t , EXi.(-) £St.(:) £XT.(-s (t•) YhOT'4 F r;-0 ) MHZ !N INT.(._) 24'(-) (4-1/8' _&JO.---' r ., i. 14 wf)TH (N) Ht tow (N)24' !735.1'3 2417(-) IAT.I^ ) 37" BOB 0 80 _.._ 5 80 04 0 t9-ljb" 800 00.0 50.0 -48' __. .... uO.0 .. 80.0 26- /2" 80.0 '�. %' W 0. 24` 25-1/2" 800 80.0 30.0. -_. 40.0 p00 40.0 OIOCCTtON OF `, 05210)521. 531,f8" 50' 80,0 F,OU - 90__- 80.0 30° 37" me•., 80.4 .'Ci d RX p +� 20'80 20'80.0 37" 38-3/8' 0 ---- 80.0 04 0 50.0 8 0 -- -- 80_0 ', V Y '72' 74" 38-3/7' 50.4 80 0 60.0 80.0 42" 48" 80.0 _._ 83.0 v 17- 42' 88.0 70.0 11-.0 1 84' 600 8'10 k 50-1/B" BOO s 48' 53-1/9' 800 804. 870 5C.0 OA 800 t ' _'•._.64 r . 95' 106-1j•." 8017 830 800 504 ! i.-.--,-- 19-'%b" 2., r 800 &^0 <4 _ --'-_ FAL -FASB( ENf»INEEF:3 1235 MIAMI, FLORI TEL (302) 264 19-1/8" 74' 80.0 80.0 0520 3a0 800 50.0 -' .' . 37' 48' 800 80.0 800 e0.0 f �'. ! 26-1/: 30"52 5200 N-' �I )_. � .. _ 26-I12' 500 600 552(2 .. / () �' ./ ( 53-I/8` 80.0 80.0 1�`}A?PDS{ . 37• 'r D• __1 I 30' i." 42' 48 " 800 807 80.0 800 800 87 0 00.0 91,0 80.0 S 61,}1138 .' 'f :. „ `, % .; �, „� \ 60" 02" 74' 50-5/8' 00') .,. 841.0 $0A 80.0 --.-_. 800 60.0 •. I ! - A2° 48' 23- I/O', --_800 600 - 600 BOO t - ---- -.. _ g" 48° 53-1/0 80 80.0 97.0 80.0 _ P0.0 0520 \ .--.__.-_ .4 r �_ .. __. I i -__' 84" '5° - 800 807 _ 800 -.. 10-1 /8' iV - 837 . 800 Z .t ...1 -. .-. 18- 378' 8033 8*'0 8"'.0 - .. ,F---} T-� 105 -tf4' 800 400 - s__� -_. 80.0 -1/ 28-1 1` 852' Mt0 1 ,, JUINUM CASEMENT WINi ME SHOWCASE N. 75TH AVENUE _. 33122 392-E214 FAX. ;At _ J - /o __ 1 2620/2' 30- 80.0 600 609 8<C 800-_.... /1 /0 OR Tei9 ANCHORS 53- IP' Apo 80.0 POt+__._ 42" 040 _ i ({ 5d- 37' 42" 48' W.'8G 50-5/8` • • -_ 80.0 *9• •708• i_ 70.4FUR 80.0 867 81.0 80.0 80.0 87.0. _. - 80.7 ( 8. EACH 110E i t Ft::2 WINDOW _OH iASEMENi W!NCOYd WOW. RAMS 60" 72' 74" 84° 60 _ - _.800.._._ 80p 800 800 - 80.0 / ._ __. /, 91 011 3040 08(157)'25 800 AT EAC,,{ S!0,: 800 8 II 15-1/8' .4' F 2 :.-1/ 30' 000 __ 520.0 _ _.. 800 800 g} - -"' t` ' IR-1/80 •�•• • 8080 80.0• 0800 •10 - 603 5fa.06 SEE SEPARATE ROA 37 ce 300 ...-PO.O 80.0 90.il 370 M12` -_ 800_-- 800 § , APO 26-I/2' 430' fug •�2' • CG _ .•QC--..._ 750 800 • • 0.0 47 5 80.ti 4••33800 634 CFO. NO. OE 53-1/5" . 60" £3" 50.0 800 10.0 I __._. ._ _ _ 800 - - 0G� 8..0 ( 18-1/8" 24" 26-tit' 66' 500 800 __ _ 807 i pg q ' !; IL • • _ •f` 53,1 8Q0•• • 667 • • • • Yr01C. HFiC•II (4PTi: .� AT VS�iif hT ASM' !l' 14' 800 - ECO � A40V/ F9EG� ES z,PTO !KEEPERS, f+MJOES I -. _ AT SASH f A SAS4t l - 30' - _- 60 0 _.. \ . 19•t/R' 80.0 • OOC RRL 25-1/4' 2 E ^ , 54" _. .. 800 _ __. 80.0 4S" 2--_, 1 2 37' 8rt0 �i-�j., • • • i4 252-t Ujtl 'I •S0•• "• J rite- 743• •• • • -. .�.- aoc sou 80.01• • 803 42 3 f 2 , 714-1/4? C44 i 4 3 _ - e 4 -�- 3 f 37 48" aao 800 so.o 000 --__._ 74 1,/�i" z I 3 1 1� 1 s' 24° 2fi ','2" 72" a 00 � • 37' 680 .,sJS 80.7 "1_._.__ 80.7 50.0 r _ _..,1 3-128" 60' £8° 80.0 800 _ .- 800 86.0 .__ 30' ._._- 800..... �� rt' i I� z ••• • *', j 88''34• ••80.0 ;2' 80.5 80Zr0 „ 80.0 5 1/a` • 80i._. • OOC •. 61_-- 74' 00.0 500.._. 19-1`r8" __. 500 24° ,.64!1"?58" • 30" 37' - �75•.6 80[+ • •PCL _ •� • J�'0•___ 80.0•... .460.0 •S•0 60.0 5452 55.7 80.0 BOL F' 48' 53- 4/8' .P]' 2° 800 800 _.. 80.0 80.0 M1.0 80.0_.., 800 800 94' 20-1,r2° 0` i .,7' ,:-1/4" . _- 800 _--_ 80.0 800 800 _.. 1GHT -.-. P'cJ. JF 3 80 QF, o v ' o 19-5/4" 80.0 613.0 00.0 .1' 75.8 80.0 i9P0YUF104. 00 805SI THSAT-1-1 450' AT SASR; AT SA;fi '- c' '- " 24' 68.4) 50.0 80.7 14" 74.2 80.0 42 2_. e { t._ r ' &- z1/2" 72" --/4' 620 830 50.5 -... 37" 800 80 ;) 1 74_ S - 7 7 I - I 352" 37° 57.3 80.0 80.0 495 80G AO.G•. ... 48° 53-i/8" 303 _.._ 800.... - 800_-T flGO.. _1 RGE31JCi' RENEWED wilt; Yft05lrtride t..r. JAY,5O 480+00 4752. SA P£ # 70507 FlI } 5-1/6 75.. 80.0 80.0 80" 74-il4 _._. ___;�Mmp)0b,0 60.0 80 0 1 ,,ittlt tt (.13 ,q i1 t G /3 w ,d am 0A.6. 525 i8 t 24" 2' I/O' 74-1/4' 6�.5 800 60.0 S)6 800 700 NOTE: ?2' 74- 725 800 1-..,4000&a v+' l' 7 71.2 80.0 ..--*F' e '..5' ""7 -- �drowtng� '. _.. 37" 37' 1 55l 600 80.0 475 73.4 80.0 CLASS CAPE: l 5c ON TI-i'S SHEET ARE 352. "---5; " 895E0 ON ASTM 521 300-09 (3 51-C. GUSTS) ) - -Micro} 13802 ,n 0 *52) W04--16 AND FLORIDA BUILDING COMMISSION DECiARATORY S1ATF.MCNi (38905 - riEC -299 1_ FLUSH. H. h'RAMi WINDOWS _._.__ _ _.._ - ' -'_ ----- --' ;...1 ,...1 /.�11<' _ ----- sleei 53`12 ! 1-7/B" 4061 SI REALE, 67.YSS 1.CIU' OJTERTATER \ 8777CITE FYB DY '541341444' OF 1 S t 0 ' INTERLAYER ,5 ISEN1RYULAS 0'f 'UUPOW' " 4 I\ -7/0" HEAT STF10'0 ;LASE 37746475E 1 DOW C43011,N4: 745 VEN( � F z m m 3 SILICONE 0361 :ORNING 725 GLASS TYPE 'A' 1/8" HEAT 3406'44) CTS..S OP. \5/32" TE9990 30655. 1/4' P..5 S'A26 \ T-1/8" HEAT 117REN'0 040110 i'• , t*" INIERIAYFR • • ` • BUTI'17E E-^/8 \ \ O. D" • • 't �'4 1 .USINTER4 AAIN. • • t` 1.4•4iTiRIAL_AS EY 4774007' ti \ 4 \ itl e„ !,c_T, ST4EN`D ,Ass SPLCON0 001/ 06.4.45 •tea • • • P- • i- • i 48 ••• • ., 4, •••404 v • • \ '‘, • • •• •• .� •• • - \ qi' • • • • tttt• • • GLASS TYPE 'B' 25) • FIX. LITE Si) ICO11 rDOW CQRN91,90 705 ••• • GLAZING OPTIONS FX. LITE NOTE: TE: IN ORDER 20 GUALIF1 FOR SMALL 1,11233,0 IMPACT RATING EST€N'OR PLY 06 LASS TYPE 'B' MUS' EE 6)403REO. 141-.E1 440. FART NUMBER QUANTITY DESCRIPTION MATERIAL 3SA`1P./BUPLTTiR/RFAIAP.1C.: _ 1 ._-_._. 2 3 5 0 7 3 3 vD '.1 42 13 14 95 I6 01700 001 t _- _.. ,.1.14[10-002 613100-007 219100.-008 M)00-017 211100-013 M 70)0 -Ota _41100 -5415 cm100-046 ChtlUO _11:00-015 `,',I.9902 -016 20)1(10-3402AS 66411.0 021 5147110-0:92 - 2/ WM __._ 2/ 41014 AS RE3D.) AS 44230 A$ RE00. AS 14EQ0. AS REQ0 AS 8600. 4/ 19/DW 4/-0'7 ' WOW 4/ 0054 4/ 1020 RF05 2/ IMPOST - AS 6E00. 4 1/ CORNER A5 RELIC AS REGD.. A5 REQ5. AS 44100. .4S RE00. AS RIM.7/8" - - - 2/ 20546: 2/ CORNE9t 4/ CORNER 2/ SIDE _...._ AS R 01 I AS RE03. FRAME 3ALIG __._ _- --_ __.... FRAME HEAD AND 5111 FRA,MF 16148 `FSk. HOW/. IM'0SI LA418 ANCHOR CLP 5E949 TINCE RAMI MINCE "T4A!.IE HEAD/SILL (FIX.) 3.62444 GLAD ;LAA) GLASS') ... ... GL.524N3 BEAD (_AIA. INS. GLASS) ;NAP 1235CR (LAZA. CLAESS') SNAP 00 544 (LAZA. 4NS01. GLASS) t6R 32414 IMPOST 4.N12OR CLP FOR VERTICAL 9130724 ANCHOR A844 OPERATOR SCREENS VENT Wok. CORNER 1024 TREAIC0 TR 560'N SP30Y'F (106440„ INSERTT /477+0 FOR. LA/A. 4447143. 01Jti3 VENT 07424. FOR, LAM. & LA!- 17)24," CLASS (5444 j ...__...-. 3/06" X 3, 8" X d L.,. 5577,6.4 800.^.44 X 1/2" SINGLE.FACE TAPE -9- P`.PSAC CAM M & M 6663-76 .- 000..0 5063-16 61953--!6 6063-'6 5063-16 6005-75 Fi00 '5 6(463-1-6 [5103 T6 �i ..._ 0/063-70 8.083-16 608 -LA 6063-16 6663-10 8063-T6 A 0!010361 6063 -TF 6063.56 LN CPRENE RiG'D PVC. ?b1 ?56 FPlM -- +27 NYi_ON ST. STEEL STSTEEL SL. TCFL _T. STEEL •I. STEEL ___ 1,563-55 __._. 6563-T6 rCR 4X60 snrl(wYr FOR ?IXEO 14 0041 INSTALLED 19444 (3) /10 S 3/8' 1.15 711 TALLER 1479 (2) /IO X 368" 111 F05 Fi750 0600706 FOR F1%EC Wit4D0,6 FOR 172E0 WINDOW FOR FIXED WNWP: FOR FC650 WWI -IOW, -.-- OPTIONAL 99 44(0700)57 Ot:404454411 5 SPORE .4 1AECIPO3N 04) 0 4E2Ef 76..t.5 SNORE A C 'RD/1e IFR 634 117406 _.. 5 A - _ ._.- RCT0 HARDWARE SYSTEMS 1447OWARf SY517475 ATTACHED ! (3) $8 7 3 4 SMS__. _ AHALLILD 1/ LS) /H 6 1/1 55_ t- PHL. SILS r TEL_ AS PH! 445 _..._. f1- PM_. 51,15 -.,, __._ ...00....0..0__. - _.._ _..._... -- - - 19 611700-026 20 i 2 23 q 25 26 27 30 37- __. 32 35 3d 35 36 -._.. 37 38 __._..- 34 40 63x3055._527 'V-033 r -0.,,S 6-055 19-054 P-020 7005 & 5)335 4645 6645 1553 55001 /10 Y, 510 Y/2 fl40 X 3/4 /•0 Y. 37{" -._. C14100-01`9 G9,1700-035 093GLE ARM OPERATOR - 3 PONE LICK ASSEM8 vROTO TLITtor 1141)45)56 644 F FHfi4TIE k 36/11120 SCREW YEN(ASSEMBLY SCREWS 11'0054 ASSEMULY SCREWS 49,90057 075044051 5(62445 __ -_._ -- __. - / )400 F0A51,_R HEAD/SIT!... --- FLUSH At,A ,ER 16.614 pii(?4741L'I' 41210E44')' 2 5O1tl9"ying 4,4064730 T-Tmi<13 156311 tg UTAIA ATc,Ittofitil NA)._ 0piralaa74 Li mtr. l: F;..y" 33,5 i��` � 't_ •. •�:- ' 4Y+1mm 13,1.77 0 r -I Ccrnl4''l 1/1/40 /441.140 CNN. 11A. PE / 70992 CA. 4. 3535 cieuxriq nq no Ytl04- 16 TYTYCAEA.NCVDR,,1 --SEE ELEV. SHEET 2 ,/ FOR 5PAOT-I5 19y 2-3/8 tvq. /%/ vo00 4 4 4 1," .11' 4 /4 • r 4 •=t z • • ct Os 6 • 42 • • • • • ••••t• • • • • • • • •••* • • •••• cp) t- 0 • N2---• • , 4. 115 •4090,,• • 01 •4 --N Is ••4 •••• /' TYPICAL CHMS - SEE ELEV. SHEET 2 1220 51142 T.5101. STK/ D7uRE \ 350. ALK:HORS t St.E. 54E4. 505E1 2 / FOR SPACING MAW-DADE COUNTY. APPROvED 5111 1.5 et, Ail ity ION 4052ICRS SEE SEPARATE 5015 A „ \ TAC/L ANCHORS , SEE. ELEV. SHEg 2 R)Fi SPACING ) „." ° X 3/5' A 6 A'71 • I 5E1 TYPICA1 ANT:HERE A.X-E ELEV. 50EE1 2 FCHE f...PACINC tYPICAI ANCHORS SEE CLEv. SHEET T-03 SPA5145 x. 0 \ 8 -• .• W000 BUCKS ANC METAL STRUCTURE NOT UsRC HOME SITOWCASE MUST SUSTAIN LOADS IMPOSED BY GLAZING :-L'ESTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. I'l-'14;Ai,AN4:_liftntia; SCE ELEV. FOR 5PACIN11 1/4' 01A. ULTRACrTN 8Y •Elf10. s, -1i KET, 6y=155 KSI) 1/4* 41011 Weltlf -CON II (-E=15.75 R5, F3157 in) IL - .---.1)*11. \ ,: . INTO 2Ln. +10000 8UC55 OR WOOD STRUCTURES 1 -172 MN. PENETRATION INTO W000 --''', Cf. ?,. ';-2_, ,....„ li i),D.s-' 1.3) A ,,,,z 05150 1118' BUCKS !NED CONC. OR MASONRY 1 --r• i.i:,.- ':.- 5-01/4' MIN. ENGED IN00 CONC. OR MASONRY TYPICAL ANCriO23 SEE ELEV. SHEET 4 501< SPACING T 145)45 55)525)135 --1,; TY11t4.. ANCHORS 30 _f ---- SEE E1-2. SHED 2 5050 D , UCT( FOR SPACENC RECT1:f IWO CCNC. OR MASONRY 1-4/4' Mits. DARED INTO CLDNC. OR MASONRY IT (GRADE 5 CRS) 14 10 MEIAL SftSJCIUI5)-S SIEEL : 12 GA. MIN, y = 5151 MIN.) ALUMINUM : 1/8" THK. m513, (6033 - 15 MIN.) (SUFIIN CONTACT `MTH 45 UMINtlth TO BE PLATED OR PAINTED) D4 54,45 OR HU DRILLING SCREWS NEAOE 2 CRS) 14 15' DACE 005,INTY APPROVED MULLIONS OMIN. I -'Y. (130 SHIM SPACE) ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = ;1-.3/8" MIN. INTO WOOD STRUCTURE = 1" TAN, ;NM 4(50151. STRUCTURE = 1/7" 14104. DSO') CONCRETE AT HEAD, SILL OR slANIDS 4.101) 555 14534, C-90 HOLLOVERLED St.00K AT JAMBS - 1500 PSI !AN. ALL FRA.ME AND VENT CCRNERS SFAI 50 WITH ZOINT SLLAI ANT 'FCAt. „AfA.:HCIPL.5 SEE ELEV. SHEET `,1 1-01: 530554 PRODUor DEN61151253 mcomplyifiA with tIn: Hrwida 0.61,1i.e.,odo 4 1. 44,',2 .4 000 Pr.,T.ict CoiScb 9'..,41315 01450 55215 RA, FE: 0 70542 5150. 3:7,3a . , P,1;t1 drawirW. W04-16 of 12 TPi1220_ ANCHORS SfE ff.;V. SHEiT 7 RIP SPACING It Sl wETAL 1 r Sl S11U.-?UNt • • • •••• •• • • • 1frI - • • • • •• •• • • • • • ••if#ICA•ArvoNaHs ••••• • • t •ft 3, r•111t`�!_• • • • • • j SWM! • -=f•" j} • • • ice} • • (j) ••.• r • •i • \ 1 — AAl'AY ••••. 1'5F- STRUr- FXTFRK)R D._. CFC. `TNT vp0TN 441NDE,EI 1WID7N 2/4' MAX. CMS "TYPICAL a.NHCRS (-SEE ELEV. S,4EET 2 Y)R SPAr7 C 4.23 r 44000 RUCKS SINGLE VENT WINDOWS TyPICAL ANSI;�F;',.: —SEE ELLV- SHEET 4 '(24 SPACiliG , z 5 11E:.,'A.YAO ANMAC SWF, FL,. PS 70592 7.AN. 3,333 41::471,70i,( Hfs71,7Ii,CCTvHh1P.Y TolopIyln8,ithlh4 3U F41,4111.1,4 2 :a Acceifosi a $�•:gly31�:11i 1iV11{ 4 r41Eari Ucdz Pr. J -1`210AL ettqc.i-toRs SEE ELEV, SHEET 2 1 FOR SPAS'N43 1/4° 11010 tjjjj MAX. (E.) 1TPCL ANI40RS vt SEE ELEV. 31fi.E7 4 1 FOR SPACINC \ \ • * • • • 213T woa) WOK C3\• tooD STRuCTURf • • • •-•-•-• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • VIIN0OW WZDTTI „:4_• • • • • • • • • • • •r (.1--0 j j, I G / ) , • ‘, ••••/ 1/4. 511/14 / • • \ • /re-- r MAX. tt • / 't. • • fkle • ttst / ,...,,,,-,..-_,,-- I . ,.. ___. .. _....7" t - e•li.. • • • ----SYI _ • • • 4 it-,-, 4-,-----3 4-44.-- - • • • • • •• ,.-, --..1\:-...•._= - -• 'T,', i, r ... ' i tFlbA.... L .;, • '''-' 1 -----r-4--i''. ,,t --'.---;-4 • • • • • • 1/005 SiNUE:OPE j' , • 0 1 1[1' j t•j:0 --' jj tt '.L. -M 11 i 1, .:'4') If' ,p,„ .p.0 Mt_ •••• t'-‘' -.3 I— ..ji 1 j -jt ___J t :.iv -.:--,-i____, -c.7z,,,_,., ___.) ,, i ....„,_ 1 (CI? — ' I ) 1 J 1--. /11- 005 Ext. OPS. .. EXTERIOR Lt- 2E4.8 '1104/4 1 . J,ti W10H VAIDOW 0,004 —I 11I5000 WIDTH 4) ( 1(--) (7 0 itiPICAL AN(POPS SEE ELEV. SHEET 2 FOR SPAON2 1/4 1102. St4SMS - i I L__ EXTERICR o oPct. VENT WIDTH VENT 11/020 DUAL VENT WINDD4/VS 1 X 3 X 1/8" 1 _X 4 X 1/8T ALUM TOPE (6062 -IP) 1T2IC0: ANGPORS 'HE ELEV. FOR 130A135F2 TrPICAL 05134-1005 REE ELO/. SI -/SET 20436 211113/143 / 61 (H j _f: -i1i---) SIDE BY SIDE WINDOWS PRODUCT RPNPAVFD ‘ts complying *4-4015/ b5/ Wilding Cod.: Aj1 l A Acce355n4e 7 apirit104-4 flttte 13y ,_ ttt Moo. Ep-titto Ott (1. 1/1." MAY.. SHUT. 1 \-- --feJtjj, tt. •jjj EttItty: 44/A0 AHMAD CAN_ FLA. PC tl 701132 O.A.N. 653,3 c• a 2 TVP!CAT ANCHOkS SEE ELEV. TT WET 2 / FOR W45542 Er? CCS LSiCK a V 7SCAL ANCHDRS SEE ELEV. SHEET 4 2OR S=ACREC 1DY -K:CESS KLE 0 erv' • •4••! • •• • •• •• • •• • •••• • L • •• •• • •• • • • • •••• r•••• • r *s'}•• y • 24 T •h • • / • 4• • i__L._! (K) i.• • ••• •••• • • • • .1•• • •41.4 •• •I • il• ••• rPoDUCTik+� ti C)U 1u comply;tT, withN' FW1+da F31.iki;43 Cm?,'' Gi Datic i'ccduct Cunhof TYPO;SL AN;HUR) SES fEV. SHEET 2 FOR SPACING TYPICAL ANCEORS SEE ELEV. SHEET 2 1 FOR SPSC12G 1 Y.. 1'24' MAY. STIN !BYJ/ WOOD /3UC14S 9Y WOOD OUCK5 24440515 DOTH TY'r'tr'AL ANCHORS 1 E ELEV. SHEET 4 -CR 2PACING � 1/'2' MAX. smimn Enar: JA 0Ml TU, PE / 70592 CAN. 35;4 , 66) drowinC no, W04-16 ;s' eet 10 of 12 f 2.028 .662 .06'2 ref.4 I 5 11115175 5120 1 2i85 t4 FRAME HEAD/SILL 1155 f 87:1 5656 - .062 59 HORIZ. IMPOST 2.825 7-.062 ISP. 1/8 VENT STILE 2062 - I 26.2 1344 -1,825 f-2- • • • 2-1 252 - • • • • • • • • • • • •)° • • FRAME stAMB • • 7 .750 r. • • •:e•li•• 092• • •W••• esigir0 f). • ••••• • • • . , • • • • • • •ca,tg fff FRAME jAM13.15I7 •••• • •i• • • si69 11 3 f.'41. ,662 g •.352 -5,124 255 5 .151 f, 4.- '- 5305 1.708 2. 25 '24 1 gg. • • • • VERT. IMPOST 1 .933 -51 .581 18 125 .052 FLUSH ADAPIEF HEAO/SILL • • • • • 0-- .(.5 .6 Ire-1"?1 .062 :•••••• g qp.P .s5v ort___ __T. 4, • - • 118) f•••E HEAD/S1LL 2.500 --ff 312 g ---- 2 '535 CORNER KEY 4.65-9 2"2 .883 5-51j -.175 .082 I FLUSH ADAPTER AMI GLASS STOP (FIX. LA.t..(. Ct.) • • - 315 - SNAP COVER (FIX. LAM. CL.) .734 1 558.3 5) JAMB ANCHOR CLIP 334 I f 5252 --1:8-2 1 569 GLAZING INSERT (22) FICA) :WC .033 2 750 --2.284------' 04) IMPOST ANCHOR CLIP r2 1,072 1 .06215?.1 1--,07 _ .ftb —1.545 If. CLASS STOP (FIX. LAM. INSUL. CL.) .1 05 1 r 656 T29 875 L 846 f] SNAP COVER (EN, LAM. INSUL. CL.) 1.16, .555 1).D) (7) FRAME HINGE t -g - f frir'f‘g_ ' 45'6 .968- -1 (9) VENT HINGE 0'144.031.14'fRII5iE95:53 5.1,4193 120' 22-35 -8 -8 151 4 4-, • 1,y .1 L'•%k,-„,_ /••;1,„i , Efgfr .55•590 5540465 0499. 535. PE- 0 70532 0.99 3010 258 0 , a 0 tr W11 LRPMc_ r,lURNE PHOflUf'L' I:[;NI:Vij:l l i'xe ..:u hale t" Mo idT:u } CML FL4. PC#n5'92 C.AW. 353$ n]!Ob'll P'y 2. MA— 16 et 12 12 • MIAMI• DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) RC 'Home Showcase, Inc. 2970 NW 75' Avenue Miami, FL 33122 SCOPE: 1%.10A is Wing issued under the applicable rules and regulations governing .the use of construction materials. The documentation submitted has been reviewed and accepted. by Miami -Dade County RER-- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the. AHJ may immediately revoke, modify, or !suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, ineluding the High Velocity Hurricane Zone. DESCRIPTION: Series "Hit100" Aluirniumn Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT; •Drawing No. W04-36, titled "HRIOO Alum. Horiz. Sliding Wdw. (L.M.I.)", sheets 01 through 09 of 09, dated 05/04/04 with revision "G" dated 10/10/13, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami --Dade County Product Cotthol Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large 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: "IVliami-Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture °Idle 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 he 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 NO.A.sloarli k roiddItolihe user by the manufaeturer or its distributors and shall be available for inspeetttp at Qrjeitsiie tt he:request of the Building Official. This NOA renews NOA No..11-0922.05 a c st%.ft1i uta Land evidence pages E-1, E-2, E-3, E-4 and Green Sustainable Attributes (G.S,A.) page G-1, as well as approval document mentioned abo e. The submitted documentation was re vi ewei by.3-Aim e p, p mon, P.E. MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL sEcnoisi 11805 SW 26 Slrect, Room 208 T (786)315-2590 1' (786) 315--2599 www.miamidade.govieconomy I.MIMDADE COUNTY '1 APPROVED- • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • NOA No. 13-.1112,13 •• • • •• • • • • Expiration Date: August 05, 2019 Approval Date: December 26, 2013 • • • • • • • • • • • • - • • • • • • . • Page 1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• ••• • • • ••• • • RC Horne s NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submi(ted under previous NOA No. 11-0922.05) 2. Drawing No. W04-36, Sheets 01 through 09 of 09, titled "IIR100 Alum. iloriz. Sliding Wdw, (L.M.I.)", dated 05/04/04 with revision "G" dated 10/10/13, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. 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 FRC, 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, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6440, dated 02/25/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 11-0922.05) 2. Test reports on: 1) Air infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FRC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per 'MC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Kinetic Energy Drop Load Test (400 Ft. Lb,), per ANSI Z97,1 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration. Testing Laboratory, Inc., Test Report No. FTL-6078, dated 12105/09, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under previous .NOA No. 10-0426.10) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an outswing aluminum Casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s IIETI-03-1880, dated 12/12/03 and HETI-03-188.1., dated 03/19/04, all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 06-1130.02) 4. Test :reports on: 1) Tensile Test per ASTM -I 8-01 el along with marked -up drawings and installation diagram of an outswing aluminum Casement window, prepare4 4.1-1wrieatle1nginjjing & Testing, Inc., Test Report No. HETI-04- T1.19, datek 04ta/14,isrpiei 4d:sealed. by Rafael E. Droz-Scda, P.E. (Submitted under previous Artirsrb.:901-.1‘1.1412) • • • • •••• ••• ••• • • Jaime D. Gascon, E. • • • • • • . • •. rrodtict Control Section Supervisor • • • ••••• ••• • • • • • NOA No. 13-1112.13 ••• • • • Expiration Date: August 05, 2019 Approval Date: December 26, 2013 • •• • • • • ••• • • • : • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • RC Home Showcasj 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) Forced Entry Test, per ITC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of an outswing aluminum Casement window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1362, dated 12/11/03, signed and sealed by Rafael (: Droz—Seda, P. E. (Submitted under previous !VOA No. 064 130.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by AI—Farooq Corporation, dated 10/20/11, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 11-0922.05) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaeitebe PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. F. S'UATEMENTS 1. Statement letter of confortnance, complying with FBC-2010, issued by Al—Farooq Corporation, dated 10/15/13, signed and sealed by Javad Ahmad, P. E. 2. Name changed to RC HOME SHOWCASE, INC. as registered in the Florida _Department of State, Division or Corporation, Sunbiz document dated 10/11/13. 3. Asset purchase agreement dated 10/01/13, signed by Mr. Manuel A, Kronfle— Kozhaya, Mr. Henry F. Krontle—Kozhaya, Mr. Raul Casares, Mr. Eusebio Paredes and Ms. Nancy Vias. 4. Statement letter of complying with the Saks of Assets issued by RC Aluminum Industries, Inc., dated. 10/30/2013, signed by Rau! Casares, President. 5. Departtnent of State Cert itc1110111t11q0H0WCASE, INC. as a for profit corporation, active and anid.1ei t Iftws of the State of Florida, dated 10/11/13 and signed by T.q.arttntlitTei-ie.Aalry:oifietate:-----', • ••• ••• ••• • • Jaime D. Gaseork, P. E. • • • • • • ft • • • • • • • • • • • • • • •• • • • rrOd net Control Section Supervisor • •• •• •• • • • NOA No, 13-1112.13 ••• • • • • • • Expiration Date: August 05, 2019 Approval Date: December 26, 2013 ••• • • • ••• • • • • E.-1 • • • • • • •••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • RC Honte Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Department of State Certification of MANUHEN ENTERPRISES, LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 08/22/13 and signed by N. Culligan, the Secretary of State. 7. Laboratory compliance letters for Test Report No, FM -6440, dated 02/25/11, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 11-0922.07) 8. Laboratory compliance letters for Test Report No, FTL- 6078, dated 12105/09, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Julio E. Gonzalez, P. E. (Submitted under previous NOA No. 10-0426,1(1) 9. Proposals No. 08-1635 issued by Product Control, dated 11/24/08, signed by Renzo Nareiso, Engineer 1, Product Control Division. (Submifted under previous NOA No. 10-0426,10) 10. Laboratory compliance letters for Test Reports No.'s HET1-03-1362, dated 12/11/03, HETI-03-1880, dated 12/12/03, HETI-03-1881, dated 03/19/04 and HETI-03- T119, dated 04/23/04, all issued by Hurricane Engineering & Testing, Inc., all signed and sealed by Rafael E. Droz-Seda, P. E, (Submitted under previous NOA No, 06-1130.02) G. OTHERS Notice of Acceptance No. 11-0922.05, issued to R.C. Aluminum Industries, Inc. for their Series "HR100 Aluminum Horizontal Sliding Window - L.M.I.", approved on 10/27/11 and expiring on 08/05/14. 2. Simulation Performance, Solar Heat Gain Coefficient, Visible Transmittance, & Condensation Resistance Calculation Report on: 1) NFRC 100-2004 "Procedure for Determining Fenestration Product II -Factors" 2) NFRC 200-2004 "Procedure for Determining Fenestration Product Solar Heat Gain Coefficient and Visible Transmittance at Normal Incidence" 3) NFRC 500-2004 "Procedure for Determining Fenestration Product Condensation Resistance Values" Using computer simulation in accordance with NFRC: Frame and Edge Modeling: THERM 5.x, / WINDOW 5.x NFRC Simulation Manual (Approved at test date), of a RC Aluminum Series "CM100" outswing casement aluminum prime window, along with attached drawings and bill of materials included in Appendix A, marked -up by National Certified Testing Laboratories, Test Report No. NCTL-110-12455.01, pages 01 through 07 of 07, dated 1 1/1 6/09, signed by Richard A. MeVieker III, Simulator, and Steven H. Coble, NFRC Acerbtediked Simbulator,•Shandetor-In-Responsible-Charge. • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• ••• ••• •.' Jaime D, Cason, P:I. • • • • • • :troduct Control Section So perVisor • • • • • • •• •• • • • • • •• • • • •• •• •• • • • NOA No. 13-1112.13 ••• . • • •• • Expiration Date: August 05, 2019 Approval Date: December 26, 2013 ••• • El:4 • •••• • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • RC IlitsLc., NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS (CONTINUED) 3. NERC 102-2004 Thermal Performance Test Report on: 1) NFRC 102-2004 "Test Procedure for Measuring the Steady State Thermal Transmittance of Fenestration Systems" Test report of a series RC Aluminum's Series "CM100" Outswing .Alutninum Casement Prime Window with Low E and Argon, along with submittal component drawings, with applicable part numbers, manufacturing and modeling details included in Appendix A, marked—up by National Certified Testing Laboratories, Test Report No. NCTL-110-12456-1, pages 01 through 04 of 04, dated 11/20/09, signed by Christian J, Mitchell, Technician, and Robert H, Zeiders, P. E., Vice—President Engineering & Quality Person—In—Responsible Charge. 4. Recycled Content Determination Report on: Name: Casement Window, CM100 Raw Material: Aluminum Including letter from Fundieiones Industriales S.A. (F'ISA) dated 01/22/10, certifying that the extruded aluminum products contained 30% recycled scrap material, signed by Henry Kronfle, Vice—President. • • . • • • • • • 00 000 00 . • • 00 00 000 • • • • • 00 Jaime D. Gascon, li. E. • ... ... ... • • • • • • .0. • etoduet Control Section Supervisor • • • • •• . • • • •• •• • • NOA No. 13-1112.13 • .. .. ..• • • ... • • • • • • -Expiration Date: August 05, 2019 Approval Date: December 26, 2013 000 •E -sl. . eee . • • • • • • • • . • . . ... • • • • . . • • • • • • • • fee isto •• • • oe the see . 0 0 000 0 0 RC Home Showcase, Jnc NOTICE OE ACCEPTANCE: EVIDENCE SUBMITTED GREEN SUSTAINABLE ATTRIBUTES (GSA) SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control, „RECYCLED CONTENT [BID -RASED MATERIAL /RAPIDLY RENENVABLE MATERIAI. • °A Recycled % Reeveled % Dlo-based °A) Renewable Material Component Name Content at at Disnosal Nigeria' MannI, . Window Aluminum 30% 100% N/A THERAIAL TRANSMITTAN( E) BTU/ HR -7141- 9 •-i• SHGC4Actoft (S()LARlIE8T (LviN CoEFEIciliT) Btu/ HR—F•12.. T VISIBI,E. LIGHT TRANSMITTANt:E NORh1ALINCII4..;NCE CR -:•.CoNDENsAttON RESISTANCE • ".- : _ N/A Tet Repo rt#: Base line Product Product Glazing C:omponents: Number Factor SIIGC 000 5/32 CLR _2401/2-SS-D_ARG_13RZ-1/8090 PVB1/8 0.65 0.20 NCFL 110-12456-1 002 003 004 VT 0.21 R 15 2 CLR 240#.2--SS--D ARG BRZ-1/8 090 PV[ 1/8 0.65 0.20 5/32 CLR 240#2 -SS -D ARG CLR--1/8 090 PVB 1/8 0.65 0.21 5/32 CLR 240f2 -SS -D ARG GRN --1/8 090 PVI1 1/8 0.65 0.20 5/32 CLR.240#2ARGGRY--1/8090 PVB 1/8 0.65 0.26 SS -D 24002 ARG PVB CLR BRZ GRN aky 1 Description: Desiccant -Filled Stainless Steel_ Spacer Cardinal Low b 240 #2. Surface Typical 90% Argon 0.090" Poly Vinyl Butryal (PVB) interlayer Clear Glass Bronze Tint Glass Green Tint Glass Gray Tint Glass C1.10. -C -.-FACTOR THERMAL CONDUCTANCE)13TU/DR-FTLIT Component Name C-Valite 1. Whole Window 1,53 410 *0* . • • • • 00 • • . • • • • • • 00 000 00 • . • 00 • ••• • • • • • 00 • • • •• 000 • 0.21 0.28 0.19 0.26 15 15 15 15 ... ... Jaime D. Casco'', P:E. • • • • • • • :• :PCoduct Control Section Supervisor • • • .. • • .. ..•• • • NOA No, 13-1112.13 • • .• ' Expiration Date: August 05, 2019 Approval Date: December 26, 2013 ... :G.....: : • ••• • • •• • • • . • .•. • • • • • • •• . • • : • •• •• • • • .. .. ... • •• •• ... • • 74 1j2." MAX. 01400W WIDTH -114 FALSE NUNTR.0 -1,4i( Et 745EO 1-1 14 /2" • • • MAX. _ • • _PILL CAS ORNE • • ••• • • •• • • •l • • • • • • • • • • • • • • • • • • • •• •• • • U.I._090. • •••• • • • • • • •••• •o P HR400 AT,UM•IHORTZNDOW • • *RE*IeN LOAD aATIN 1.FOR THtSF• iit5 TO B= .AS PER • C IA0TS SHOW, 00 SHRET 3. • ..........._•1a•-_. 000__0 -a--0_••00.0. • • 44/'Efii3V'AL. APPLii, =O• SINGLE 1.1)!TE 00 510E BY STCE COMNItiATIONS•OF H.R./41.R. OR 11 41ZONTI ROLLING WITH OTHER WINDOW TYPES I•OMIDOULES DF TWO OR 000E WWDOWC 30100 MIAMI -DANE 0OUNTY A PRCNFC+ MLA IONS 10 13(1TWFEN. LOWER DESIGN 00.E301RE FROM WINDOWS OR MULLION A.PPRDYAI WILL ARMY TO ENTIRE SYSTEM. 11 1/2" MAX. >r AT SILL 34 .3/4" C.L. CPG... .14 7/10" vEaa? vn019-1 THIS PRODUCT HAS SEEN DESIGNED AND TESTED TO COMFIT YdOH 1HE REQUIREMENTS OF THE FLORIDA 011001ING CCDE INCLUDING HIGH VELOOITY HURRICANE ZONE 0-MIZ). W000 BUCKS BY OTHERS, MUST BE ANCHORED 00301RIY TO TRANSFER LOADS TO THE STRUCTURE, ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN 00 t>c:i110L3, ANCHORS EM1ED1EMT TO EASE MATERIAL SOALL BE BEYOND WALL DRESSING CR STUCCO. AN0HORING OR LOADING CONDITIONS N01 SHC10 IN THESE 0015115 ARE N00 PART OF THIS APPROVAL. A LOAD DURATION INCREA.5E i5 35E0 IN DESIGN OF ANCHORS IMO WE000 ONLY MATERIALS INCLUDING BUT NOT II00'01) TO ST001 /MEN_ SCREWS, THAT COME INTO CONTACT WITH OTHER OSSIMILIR MATERIALS 0-00'_ MEET TRE REQUIREMENTS OF THE FLORIDA BLDG. CCDE SECTION 2003.0.4. 5" MAO. Ht?D CORNERS 1 1 9 3/8' IAA%. WINDOW WIDTH 13" AdAX.. FA. MUNI-INS I'�-.,-•,i rA[ HE^,Ut 1 ,,,1„ 6E USED 4- 0 c4 MAX. MAX. .�.—..-> SU. CORNERS AT Sill. 25 1/8" 4 SS 1/8' D.1.. 010. 71.1• 000. 31 1/q J vENT 0301/1 TYPLCAT, FI EVATIQNS 'LANCE h'RRAMT''. IVINDOWS .f 1 I THESE WIN03055 ARE RATED FOR LARGE & SMALL MISSILE IMPACT, i jSHUTTER5 ARE NOT 8/520/REE. PRD4071.7I' RENT3110112 a cutuplyb/9.ciCI Ia9 81OrM / 13AdMia _i Code AttC1177277. Olio.'15:0100Y 26 1/8" O.L. 090. 31 1/4' YLN' 61016 Eng,: 4L7A3 MAW) CARL ELA. PE 1 70092 05.0. 4539 3-- 25 1/2' kkk_X bfk ' - .1,,,x. HEAD/511r 1--- — 1 i • CORNERS A r, AL3E MUN.11-133 1-1£ACVS13L 1 ! ' 1 , 41/3- EE 95E0 I 1 ,/ 1,C.: 1, ' • 40 49 • --4.• • tt, I 19 3/8" MAX. ;;1151111-1 1, 5" EINX, 1 911:40/1111.1. CONNERS -1 1 0 tt 1 t- t,17. 1) - ---'1-- , 3 '3 , - 3 ,...-„, , ., 0: 0 ',' • / '1 w 17- 11 tt I rat 511 91P43 91. 95)1 OE USED IL-- -3 --t-- I -3,-: • • • • • • • • • • • .7°. ,.. ., i___ 53 1/8' 25;/8' :71 0 • • • --- - • • •• - ii - CLL. OPG. y ---11 , I '-';', ',... 313911,3'. ---,--I , '. 25 1/8" -,-) ”.- EI.L. OPC, -' • • • • • 0.1– PC. • • • • • 39 7/8" i . OPG, 31 1/4° ? ' • • vcriT INIC'TH E - i. ti -i 17"P-Eili-3- 31 54 '."-' 1 LI • • • • •' VENT WitTrIt • • TYPICAl FLE.VATIONS?: < : ▪ 0- ..-7i • • • • • • • • • • • • • • • • • • • • I • • • • - - -, --,.` 1 • • • 1 11.1,,SII FRAME IVINDOViS • • • • , •-r-i • • • • • • • •• • • • I • • • • • • • 5, : • • • • • c • • • • r''':' 04 PRODUCE 35 oo 9399:9 :41 int: fltatitttt, 41)11)1,,,3e0e0 910 23piraiip,r‘ itititt,11'ti",-17te tAttet 0,1:11‘11 Eng': ./8055 03-0489 CAR - 4 -`,.A. Pr. 70992 35;,,a c 1, dr-cywititg W04-36 sheet 2 ot 9 m • \ • •• • •,1.3 • .`1/6" HEAT STREAM GLASS t\ .090" INTER1AYCR 1\ 861770 -TE F913 BY 'DUPONT /8" .'.EAT 576644'0 CLASS 1 0±110024 \ 1; 5310 00715:80 795 i f .. _. •••• • • G • & • • •*1 • •••L-`• • • • • • • • 27 ; • • • •• • • • • • • C7„ GLASS•rr'PE •A' • • • • • • • •• •• • • •••• • • •••• • • •• • -1/B" IRAT•SIR£t•C 01.A51,-,• 1 •••• • •• • \ x°8,1'•! TER'.AYER • • '•SEFJ'RYCIiS 9Y 'OJl'1 2T' 1\ `•••• 1 /4` HEAT 5766115 32 As 51. 30210 A. , 5 ) new CORNING 745 Z 14 i \ . llI , .T 3 44 5' 1' 1 f v: 75 1/0' 06 5/37" HEAT SFBEN'D CLASS t 1 / 4' A4 SPACE \ \ -1/0" HENT 570E8'0 GLASS .650" ATERLAY06 1 81,171:!76 P98 65.' 'DUPONT' -1 /8" HEAT /1662631 GLASS \, SILICONE s '5 1\ '` i f 01/1 006511115 795 t5 _ O T W1 W.2 GLASS TYPE 'A'' /9" OR 5/32" H6/,T S19E1-'D 3551 2/4" ALR SPACE \ - 1/8" HEAT 5766}4'0 GLASS .090' INIER'IAV`114 i; 5E:6TRYGiA5 BY '032.367 1TB81L PART 6 (4946105? 1000811'71051 8141851.44. iSpNF./SUPP1180/6666141108 1 520185--0014 1 616496 6E40 5063-16 - 2 RS200-552 __-__. 1 FRAME S!LL —00.00__.._ ..- _._-.__ ___ 60a_- _._ _-_ 6 _.—__. -_.__ _-. 3 9510C -X78 1 }5674.2E j 9 9657 A0 63 T6 - 4 RS106 . 098 1 1 ii 667(116 V, 9 6901 6963 16 - __ ..-_.. . _ ...... 5 R.SS10 9004 1/ 4'ENi I F1Y£0 5411. 6353-T6 1 - .... _ F190-05 1/ Vcr,t 512n 162)114 14641 Wbi 19 - 7 83100-003 2/ VENT TOP AHD 60711)42 584 .. 606TS H RS100-090 1/ VENT 7A+413 51,10 6563-16 - 9 5000-957 AS 6609. 91520/4 13570 6063-46 - 10 651015-075 1 01446E 7440106 311' 00E3-36 50 LONG 12 1 .17104406 414}191 50,53-16 - .— .. _. _... 13 //3123866 4 Rt.A961 f 568016/40 PILE (YEFrI) -- - 14 WS1236601 1 WEATHER ST?2i15'I82 PILE 4 \ 8E1190 RAt; - 15 0-408 1 0-375 5 650 54603 - - l6 9-03 1 WEATHER 5184`1985 045+121 .. 8635 N4NF - 17 P--045 u5 6635 5442180 IMS Rr- 01315 Pi 24(4 +PON 1( 19 L 9-055 1 '11604 1643. 6851.14. 451666 Plc f: }1311677( 7415 .0156:0 4 15 5-61356 2! . VENE _ _ HANDICAP FINGER LOCX 62010 354401 6 0741 EACH NO 71 55100-411 2i VENT 8442610 AXLE. P94 ... S /ST - 22 P-0 S 5 2/ 3E51 426,1 AE AMNER 4109 940 _..- 61100 2._ 80 150 2/1615' WHEEL _ 110.78 - __. 75 $10 41 1 AS 6 05 611416* 611 5. &EWS ST 51E£L PH 595 78 46 8 .5/4 AS 5700 -.. .._ VENT 2557 508E31S __. ...—_. 52 166 ._- r64 580 77 /10 0 1-171 2 GLIDC OOP FA5105(8C 51./16, PN 1''4 2R #12 0 3/4 1 54406 0121' FASTENER t 60./50 E4 5.415. 25 RS109-024 AS RECO. 6111511 5(54PTER HEAD 6063-06 - 30 85105-015 A 5500. FLUSH ARAPTER Sit EA -103-'15 - 35,00-025 4S RECO FLUSH CA.PTER JA3A0 5043-55 - —3< 1 5003-010 AS 0500 571611 001•.6 6053-T5 - t-5/32' 1030. 61.455 1 /4' AIR SPACE 1-1/8" MEAT STRE160 GLASS '\ \T \ .048" 15060117066 S \ \ SSEFsTRRYGLAS By '01jPOt0' 1 1 /6' 567:7 57060'0 GLASS \ ,5 , y/8" BEST 056715'0 GLASS 9104100044E 9- 1T 1\ \ 5'1200517 { COWCf.IRN1M3 ".95 m \1 �U041 ceol' FN, 755 4?; GLASS TYPE '9' "I / 0' l p GLASS TYPE '91' GLAZING CRTIQNS PRODUlf REN12V'UD 8 ai eompt)ing d61tl:,e,V alika 8u150 o Code 4 GLASS TYPE 'C' 6.451011018 I/O SEALANT.; ALL F -R0021 AND `/ENT 03RNE19, ANC: I1:STA'TATION SCREWS SEALED Wail- S L:COME. 24076: IN ORDER 00 QUALIFY 5' FOR SMALL MISSILE. IMPACT 114 42.25 EXTERIOR PLY 0>= CLASS T5P15 'A1° & '231' MUST 135. TEMPERED. Mi ami E:edc 144,157.6 U41180 -' 45 7NL FLA PE 41 70.582 C. 4,8. 3538 ao 49 yl � o 31 drawing n0. W04-36 11,.,:t 3401 9 • ••• • • • • • • •• 1• •• • ;• • •:• 6)1413 N 6053) CAPACITY - PSP (00 f1P, JX 44LNS) 51Rn,9W n4MS. C3AS'S TYPES A, Al, B, 21 & C WIDTH 90,011 EXT,( -1) 9,11.,(-) 8 -3/7" 87.9 80.0 80.0 _. 37" 2E' 800 90.0 07-1/8' 3 11/16 80.0 65.0 28-1/2' 00.0 800 85:0 57' 58 -3/8 00.0 60.0 53 -1/8' 9-51/16 80.0 63.0.. 26-1/2' 80.3 80,0 83,0 _. S7" 55.5/8 89.0 83.0 5.-I/8" 76--i/2" 80.0 80,0. 20 - 1/2' 80 0 80.0 80.0 37' 85" 960 80.0 53-3/8" 80.0 80.0 80.3 24' 80.0 810 80.0 _.. 30' 800 80.0 00.0 46' 24' 80.0 80.0 60" 84.9 80.0 80.0 72' 80.0 50.9 80`-.. , 78-1/2" 80.0 80.6 80.0 24' 80.0 00.0 39'80.0 1115" 80.2 48' . •�" • •�0,0 50.0 --- Ss" ••• •83.0 #0.0 • • • ff• 0 133,0• -2, 78- ,1,92" • ••0•10/.0 833,0 • • 14• • 014.0 %0.33 30' • 00.0 eve • ••4 80- 46" 80 •••44f2 30.0 •• 430_0• s • •. • r 19.9. 1 t.1 • ■ ie- I/2' 0.0 efie • '9" ••••1.0•0.0 •4.•3..7 •••S( 800 80.9 80+.0 •48- 60' • 8040 keel • 1444•80" • • • 80.9 ' ei'!_s_ 71" • • 000 _... 80.0 78-3/2" ••1. 00.0 .80 _ •6F4' ••4. 110.0 44E0 _ dun ••• •0.x 108' -18" 55-1/ 80.0 800 50" 1 800 80.0 _. 72 60.0 80.0 20-1/2' 59.0 80.0 • • • • • • • • • • PERATING VEP+TS TO BE 3/2 01' THF W0-)OO'W 301,8 H 'XO OR OX' DESIGN LOAD CAPACITY - :'SF (XO 0E 09 51888) 06509 TYPES WINDOW DIMS. D, RI & C 460 33•+ ® 103.{ 4.1 183.(-) 95-1/2" 74' 87.9 8010 /9-4+/34' 28 0.0 860_. 55-1/2" 819 80.0 3 11/16 38-3/8' 40.0 80.0 55-1/2" 00.0 80.3 ?3 11/f6 0-5/8" 80.0 80.3 59-1/2 50.0 80.3 9-51/16 1 80.0 80.0 64/ 80.3 800 7'-3/2" 809 80.0 72'C 00.0 30.0. 76--i/2" 36• 800 800_ 81' 80 0 '833.0 85 - 1 /'2" 80,0 80.0 =J0' 99 6 80.0 80.0 63` 80.0 80.0 80.0 57-1/1" 80.0 400 800 72" 00.0 50.0 80.0 -1/2" 80 V 84.9 61' 80.0 80.0 80.0 83-1/2" 60.0 800 80.0 40" don 60.0 80.0 80.0 30.4.__. 1115" 80.0 _.. 8? 3 7'33 60.0 40.0 80.0 72' 330.0 -. 60 0 A.0 7f -i/`<" 00' .OA 0 .... _ ._... 833.0 01" 1 800 800 800 85-1/2 090 806 1 80.0 -_ 90- 80.0... _. 8110 don 03" 400 80.0 80.0 97 1/2' 80.0 849 800 72"° 600 .. 50.0 80.0 f6' 1 !"L" S 5-I/2 bO U 80.0 81' 60.9 _. 80 0 E0 0 85-1/ 80.0 60.0 8011.. --.809 014" 800 00.0__- 69-1/2 {7/.4) 11 2/.071 083GAT1140 VENTS TMJ PE 1/3 OF THE WINDOW 334073) 'XO OR OX' 0114. MASS CAFACIIIES ON THIS SHEET ARE BASED ON ASTM 11300-09 (3 SEC. GUSTS) 4ND FLORIDA 5UILDINC COMMISSICN OECLAF,ATCRY STATEMENT DCAO -DEC-- 219 5ESI81.1 1,0AD CAP;+CfTY - F8F (5)35 S3088) 3196036 DI]S3. . 01550 TYPES A, A3, B, 1:11 & C 33306) 1)01383 EXT.(t) 4341.(-4 74' 74" 80,0 80.0 106-1/4° 28 60.0 800 74^ 80.0 490 400-1/4" 38-3/8 _..___ 80.0 00.0 14"00.0 80.0 309 • - 1/4" 5_,/K 60.0 80.0 74' 800 00.0 108-1/4" fi"S 80.4 800 84" 80.0 80 0 90" 80.0 60.x_-- 96' 00.0 99 6 102' 36" 8010 80.0 108' 84.0 I 80.0 4 (A' 59.9 00.0 320' - 4033 .._..80.0 84' 03A 80.0 90" 5,0.0 60.0 98" 80.0 don 102' 48" 80.0 30.4.__. 1115" 80.9 60.0 114' 80.0 330.0 -. +.20' • 80.0 00.0 84' 90_0 1 800 533' 50.0 090 96" 09.0 80.0. 80.0... _. 102' 63" 87.0 400 103' 144" 80.0 80.0 114' 12U" 80.0 600 .. 120' 84" 811.0 80.0 84" 80.0 80_0 60.9 _. 90' 80.D 83.0 80.0 99" 102" so.o 800 102" 69-1/2 _ dun 80 0 - 108' 114' 80!0 00 3 114' 80.0 89'0 3'4-1,/4' 80.0 00.0 i;t /314) j (I/3S!) G DESIGN LOAD CAPACITY (XOX 817,69) - PSF 101ND08 DIMS. 03.035 TY065' 8, BI 8: C 91305) 60381 3710.(*) 1 193.3-) 74" 233• 80.0..._3__. 80.0. 106- 3/4" ao.0 i so,a 74' 800 80.0 106- i, 4' 38-3/8" 800 I 80.0 74" 8330 ! 600 106 -1/4" 50 5/8" 60.0 800 74" 80.0 80.0 108-1,14" 83 800 80.0 84" 80.0 80.0 60' 800 40.0- 55." An 0 806 (02' 36" 80.0 __. 80.0 loo 801.0 ,_- 8.2.0 ._- 114' 80.0 900 :20" 80.0 H) .0 84 80.0 40.0 90' 30.0 -._. i 90.0-- - 06" 80.9 80.13 182" 48' ....00.0 800 (06" 8901 80.0_ -- 114' 400 49.9 120' 80.0 1 80.0 94" 40.0 870 _- 40" 90.0 80.0 09.0 80.0 107" "' 80.0 _... .... 80,0 (08" 80.0 80 0 _.. 144" 40.0 60.0 12U" dc.v .... 800 84" 8G 0 FO 0 _._ 03" 80.0 80.0_ 98'03` 0 80.D 0-1/2' _ .. ._. 102" 89.0 80,0 1001" 3C.0 50.0 114' 400 ---_� 89.0 ('0--1/4' 60.41 00.0- 0868511(Nc VONTO i0 8£ 1/3 0G THE 5:4005 W@TH OPERATt340 VENTS TO 8E 1/4 OF THE `53146)044 4010TH 'xcx.' PRODUCT R1?&11T:I) (3337(3173441531(303145' !'1011491 84111{)11;.4 do A .., '1 ...i°'f. At.rPlz;tcc No :_ .d 1x3!8,00!30!33 `' -�'„wG '22 /`,^r C, _ £14956111D 6)2337,0 P 0833.: C1,180,s8 FLANGE F FLUSH FRAME WINDOWS 140137 .33)4 4 CI 34PF 70592 0.0.4, 3503 'xox' .1raw809 n0. W04-36 "hec1 4 0+ 9 19'_ WOOD OUCK \, 1YFCa1 1,1,F;HORS —SEC ELEV. S+IE,:? 1 FOR 2'6'2NG TYPICAL ANCHORS - __ EL_' SHEET FOR SPRCtNC (JE2A, STRUCTURE » 1 r(p(CAL ANCROD,,, SCE £LEV- SHEET 2 FOk SPACING METAL STRUCTURL 4 tc 0 r‘=1 K M 0 I 0 co-- — .1 te • • • • •••• •••• • • •••• • ••••• • • • •••• • • •••• • •• • • • ' ••• • • "• • • W • • • • • • i 0 NIAE11-0AOE COUNTY APPROVED MULLION & '41.LUON ANCIICRE SEE SE00RATE t4OA • •• • • • •••• SIL -J 1YPICA_ ',4CHOR5 1- SEE CI D.F. 505E7 I FOR 5t'ACINi I EEPFOLES; 'N1 == 3/15" Y r .NEEP' HOLES WITH PLASTIC BAFFLE (2) AT VENT LOCATION AT 5" FROM VENT ENOS (1) AT C5N(ER Cit Fi0EU L!!E_ h'2 = 3/16' X 1 HELP HOLES (2) .AT SCREEN 2OCATiON AT 2-1;2" FROM SCREEN E14LS W3 _ (4) 3/16" X 1" WEEP HOLES AT VENTS AT 2" FROM VENT ENi15 AND 19" 0.C_ MAX. PROM WI! NRNEWEED ros 00110Yl"2 With (1,3 21wi/52 CTuit(4 AS C �`i F4 A A 4 clj F¢Inik ifils^ } 15r— Moo,(0,10 1,,tdnci E52(61, •••• 1i -jl • • ILII L) (fr) 2 1n_.. -_E; ir , - - - _1 , �- 1 ;1» ;',a `' HJT' } i " a T'IP'CO2 ADDFOR<_ -SEE ROI 20202 4102 %2A1..100 1 � 'YP'Cat. ANCHOR0 FOR SPA2N0iEEI 16, W:UU 8220 25(5 FLA. PEj 051.2 ^.A.N 3228 3 0 4Yrnk,: 052.202 425 1250. 2112FT 2 /- . FOR 5?ACI JC �';1 • 1 _. 6200(020 10. 0•4-- 36 !, beet 5 of 9 TTPICAL ANCHORS -SEE I ' FOR SPACING 1/4* M.M. ' 7734T WIDTH (e)® ( D , r 1 lj --'7./7 • - -.-. - --11- 1 __._......,..- __.,____7____ • • \ • 9 „STRUCTURE), • • • • • • • • • • • • • 1.4 • • e • • • ! • • • • • • r•i) s•T E\ f,---_,..-2F7'.„.r__ . _At • r i,4., •••e•• , (' \''. ) i 'M g es • i fro le, _ l'6.., scREE,-, CPTIONAI. • . V. -..J2 • •••• A @,) (F)) • DA ' _ OP& ... - • • ' ••'''• --' '\.'5" TYPICAL Al. -I -CHOW, SEE ELEV. *LIEU 3.-1 FCR SPACING- f 1 V4 MAX. • • 1., • •••••• 231N023vim00-4 •d•••• • •• • • • • CX LAYOUT • •••• • •• • • • • •46•,74'b.lk4. •••• • • SWM 1 •'• • •• cc:H.; I ,7____,- STWICTURE1 \ 1 VOCAL 4N6,;1q34 SEE. REV. 2*EET 2 FOP SPACINC T,,XT Itl 0 R 3/8" MAX, - ---- (Li) SHIMS lYPICAL. AN CI Inn (..3'i ----SEC ELEV. 23-423232 2 ..-. , / FOR SPACIN:, .----''.1--------...- - ----- r / ,-v-' [ -It 1 )---; Li I I o i h --- , — \\•IsYY I 1 - O • 125 V•005/ BUCKS W000 2334C3 -2S AND NICTAI. 52*523TU7E NOT BY RC HOME SHCAICAt:E MUST SUSTAIN LOADS IP;IPCSED 823 CLA2IN0 SYSTFIAI; I AND TRANSFER T- ITM TO THE B33IL23940 STTWOTLIRE. fY1,1I7,11.. ANCHORS: SEE ELEV, FOR SPAC,NC Er? f1=151750 1/_D' IA ULTRACON Y 'ELOO' 22u=)77 KSI, ry=155 INTO 2237' WOCO 5UCKS DR WOCD STRUCTURES 1 -- /2' MIN. :,ENETRATICN INTO 'WOOD 1H14U 3137' UUCKS INTO CONC. CR MASONRY Miff, EMBED INTO CONG. OR MASONRY DIRENLY INTO CONC. ON MASONRY --/2" MIN. EMBED INTO- CONC. OR MASONRY SELF DRILLING SCREWS (GRATE T.' CFCS) 134TU MIAMI -DADE 23033N.15 APPR'D MULLIONS (.090' MN-) 33450 METAL 5TRUCTURE23 STEEL : 12 CA. MIN. (Fy = 56 KS: MN.) ALUMINUM : 1/9" THK. MIN. (62303-T MIN.; 1S1EEL IN CONTACT W1YH ALUMINUM TC BE PLATED OR PAINFLD) TYPICAL EDGE OISTANC_E ;NTO CONCRETE: AND MASONRY - 1--3/4' M!N, INTO WOOD STRUClURE = 1" MIN. iNTO METAL STRUCTURE = 3/4MIN. CONCRETE AT HEAC, SILL OR JAMBS f'c 30120 45 74234, C-90 HCLLOWIFii.LED KOCK AT ..07485 2000 P.S1 MIN, majt.TI,Ty tomplyint, 3i1.11 • Builrlim,CA3d, 4 7 4 '12 lanimilarspati4e.,,n.a..-(ez,j.. '77 twareAra44Peo&ElvAlraur- , 233*- JAYAD 423733* CNN.. TLA.. # 7TFT.,`91 C.7.33..3538 23'- .3 1/d" SHR, 1'{?i-:)•L ANCHORS OEF Et iV ;I -Et -1 I (9C SFAC NG VENT WICtft- VENT WIUT•1 C.L_ OPO._ Illn., MAX, SHIMS TTPICAL AN6HOt S •,_.-SEE ELMSHEtii FOR SPACING 2r ,WOOD at s L �...T WOOD STRU.TURE'\ { SCREEN OP'IDNA 3/8" Si -M • • • ! • r, MAX • j'P7CA• ANCt-ORS• • • • S • • • •11;41E4FK1• SHEET Ii-- • Ftp SPA..INC• •i£ 1,I • •••••• • •t 1 (34 .._ . • • t 7 f • • • • • •\,,/ •`.•+.—_:. —- . • • • • •\• ` /*!I•••• ,.••••Ijl1 • • • 4\ ` •••• • 1 26, WOOD r4%,,, 1 •0i•••• Ok I • • vioDc 5,41, u4'1 • • • • • • • •••• • •• • • • • • • • C.i. DPG. \ 9tl WOOD MORS' \GND W) WiJT`I F.XTEItTOR WAR-DADE COUNTY IYPSCAL ANCHORS APPROVED MULLION -1 -SE ELEV. SEE SEPARATE HOA: 1l FOR S?ACIN; ti WINDOW ''-i WINDOW MOTH F(Vi CA:. ANCHORS --SEE ELEV. FOR SPACING 'Cf tlf.NI WEr) g nil4 the 1;1,gAn'I 1 7 ' Cnr1e n° =. e. tviinm) Dr+fi Anrt.Id Coatro! . fir. JAVA' AVMA' CML %LL PE # 711597 C.A.N. 2,336 drawing :u. W04-36 sheet 7 at 8 2.s75 .055 7.875 4 4.16'i P. cCc, .;!55 - 2.750 1 1 r RAW,: HEAD .750 1. 3750 .082 TYP, r 1599 -91 .656 19-- ..062 19P. 1,84, ‘2'.1 t (8) .A85 01LE 1 1) 2 668 I • • —,..,----• • _1_4 • 1 •,:i.--,--ica -I •••••• ' - •Ai • •(6') MEE1119C. RA.1.. • 1._ .•.„ I • • •___--it., •••10•• • • 1.4811 • • • 0 • 2.111/S ..., • • • I , 188 • i 4 • • • • • • • • • • ,,o4.. g:,--i--E-.4:Ti T—T-- • • •‘•.• FR11 IP_P • • • ! * I -live% •-• : . • • • • ilik • t i • • • V . -s---ii • • • ,51 , _+.1[ i .1a) 150 is 78• 4, '1'3 2 • .750 1---- • i _L;e• _•J • 1.1.17,s!! I° • • • • •••• • • a • • .375 i --5111 .362 i700. 1 ri . 2.391 1,,,,, I r ,,-; 1. 5.5 1 t. .../t!c! 1.! le I • .222 '49 197 AMIE 6E50 518 5qp, 1- .078 135-/ ,11_42, VENT LATCH L 49' it .06214 11 692, _ FLUSH ADAPTER MEAD r 2.587 .445LL_ . I, 51 1 .ck7a .3.710 (.39') 'LUSH ADAPTER 024. • • ( 7) 6E917 TO1•^Mk../kAi 14648 046807 8400 PML .157 1.014 I- (13'; F4.i3E ANCHOR SUP ANCHOR CHANNEk 7.0117 ;. 6.006 ADAPTER JAMBS -,-j- 1.025 1-- .75o .832 99- 52351 COVER 3.087 3,125-------- .052. 070 —4- 1.250 -9, 3.85 3540- 2.815 ! , .064.1 .1 .003 7- -- I t t t --, .750L. r . iyp. ---3625 ..4 FRAME JAME VENT (-4) FRAME .IAMB FIXED .334 -03i3 I -.958 94 Et A71NE 11460844 PVC 8/204.313C1 RUNEWE0 )3-$ 1,414 0717 zlk; tvilh 12 riattLitt 05ildir).; A 2. 72... 55.„44. 71400 144709 0614. FLA. PC 70562 3644. 3576 • Fr1e1 n:;r i r:rd • •• VENT its UC* OOR R • •• • •• • •••• • • • • • • • • • s••• • • • • • • • • • • •••• • •• •• •••• • • • • • • •••• • • • •••• • • • •••• • •••• • • • • •••• • • •• • • • • •••• • •• • • • • •••• •••• • • • • • CRAW., E Q OM CCa?NFP ED NT,, RAti. CORNER PROPUC"9 ,thNFi@!AC) »nlrlybrg -v.iONb Ylarl+Sn 13ui'.Quog tndo { . Accgvm,o3 No .ce JAfAD kH't CI1ht CO, F'L # 70;92 G.A.N. ='T il 114dc Ch<v"1nn �'oultn) _. drovinq no. W04-36 M 1AM WADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION. MLA.NII—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 1 1805 SW 26 Street, Room 208 (186) 315-2590 (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ,,vww.miantidade.govieconomy RC Home Showca.se, Inc, 2970 NW 75th Avenue Miami, FL 33122 SCOPE; This NOA is being issued under the applicable rules and regulations governing the use of construction naterials. The, documentation submitted has been reviewed and accepted by Miarai-Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (Tn Miami -Dade County) midi or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will ineur the expense of such testing and the AHJ may inunediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "RD45" Aluminum Miming Entrance Door w/ Ivo Transom and Sidelites - APPROVAL DOCUMENT: Drawing No. W04-37, titled "Series RD45 Alum. Entrance Door (L.M.I.)", sheets 01 through 10 of 10, dated. 05/09/04 with revision "G" dated 12/17/13, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. M.ISSILE IMPACT RATING: Large 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 !mein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or .manufacture of the product or process. Misuse of this NOA as an endorsement of any produet, 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, ADVERTISE114F,NT: The NOA number preeeded by the words Miami -Dade County, Florida, and followed by the expiration date may he 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 b;iTtis,jr t% the matnifacturer or its distributors and shall be available .for inspection at the jra,h'sitat thareTuttsioEtt Ittildiug This NOA renews NOA No, 12-041.0.18 and consists of this page 1 and evidence pages E-1. and well as approval document mentioned. above. • ••• •• • ••• • C • . 711./ The submitted documentation was reviewed by Jail& Gascon,:r. E: • • • • • • • • • • • •• •• • •• •• • • • • • • 1 • ••• • . . • • • NOA No. 13-1112.06 • • • Expiration Date: August 19, 2019 Approval Date: December 26, 2013 ••• • • • . • Page l • • • • . . . • •• •• •• • • • MIAMI•DADE COUNTY fi v4!0-.1-7t-Fi APPROVED' .747.ir's ••• • • • • • • • . . • . . •• • • • • . . . • •• •• • • ••• • . • RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. (Submitted under previous NOA's No.'s 04-0608.03 and 08-0613.07) 2. Drawing No. W04-37, titled "Series RD45 Alum. Entrance Door (L.M.I.)", sheets 01 through 10 of 10, dated 05/09/04 with revision "G" dated 12/17/13, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E. 13. TESTS 1. 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 PBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 () Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s: 1. FTI. -5390, dated 02/18/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous ]VOA No, 08-0613.07); 2. FTL-4154, dated 03/24/04, FTL-4155, dated 03/30/04 and Flip -4166, dated 03/31/04, all signed and sealed by Edmund() Largaespada, P. E. (Submitted under previous NOA No. 04-11608.03) B. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FRC -2010, prepared by A1-Farooq Corporation, dated 03/27/12, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 12-0410.13) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacitc® PV -13 Interlayer" dated 04/11/13, expiring on 12/11/16. •• ••• • • • • • •• • • • • • • • • • • • _.•---•- • •• ••• •• ....--• • 'IR.- •kio . '--- -- ------71,..e .._ -, --,-.--.',..--- ,,,'-'— ---'' "-----.--- • • • • .•. ••• • • Jaime D. 4bascott, P.E. • • •• • • • • • • Prottie: (Z:ol:rol Section Supervisor ••• • •• •• • • • • • • • ••sir, • • • • • NOA No. 13 -1112.06 • . •• Expiration Date t August 19, 2019 Approval Date: December 26, 2013 E —41:• • • . • •• • • • . • • • • • • • . • ••• • • • • • • • • • • • • • • •• ..• • • • •. • ••• ••• • ••• • • RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED STATEMENTS 1. Statenient letter of conformance„ complying with FBC-2010, issued by Al-Taroort Corporation, dated 10/15/13, signed and sealed by Javad Ahmad, P. E. 2. Name changed to RC HOME SHOWCASE, INC. as registered in the Florida Department of State, Division of Corporation, Sunbiz document dated 1011/13, 3. Asset purchase agreement dated 10/01/13, signed by Mr. Manuel A. Kronfle- Kozhaya, Mr. Henry F. Krontle-Kozhaya., Mr. Raul Casares, Mr. Eusebio Paredes and. Ms. Nancy Vias. 4. Statement letter of complying with the Sales of Assets issued by RC Aluminum Industries, Inc., dated 10/30/2013, signed by Raul Casares, President. 5. Department of State Certification of RC HOME SHOWCASE, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 10/11/13 and signed by T. Carter, the Secretary of State. 6. Department of State Certification of MANIIHEN ENTERPRISES, LLC as a limited liability company, active ,and organized under the laws of the State of Florida, dated 08/22/13 and signed by N. Culligan, the Secretary of State. 7. Laboratory compliance letters prepared by Fenestration Testing Laboratory, lite., for following Test Reports No.'s: L .FTL-5390, dated 02/18/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No, 08-0613.07); 11. FM -4154, dated 03/24/04, FM -4155, dated 03/30/04 and FTL-4166, dated 03/31/04, all signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 04-0608.03) Proposals issued by Product Control; No. 07-2426, dated. 05/08/07, signed by Ishaq Chanda, P. E. (S'ubmitied under previous NOA No. 08-0613.07) II. Dated 07/18/06, signed by Jaime D. Gascon, P. E. (Submitted tinder previous NOA No. 08-0613.07) III. Dated 12/03/03, signed by Jaime D. (]ascon, P. E. (Submitted under previous NOA No. 04-0608.03) G. OTHERS 1. Notice of Acceptance No. 12-0410.18, issued to R.C. Aluminum Industries, Inc. for their Series "RD45 Outswing Aluminum Entrance Door w/ wo transom and sidelites -L.M.I.", approved on 06/14/12 and expiring on 08/19/14. • •• •• • • • • • • •• • • • • • • • • ••• •• • • • • • • • • • • • • • • • • • • • • ••• ••• Jaime D. Cascoh, P. E. • •• • • : P.m:1.1V For.trol Section Supervisor • • • • • NOA No. 13-1112.06 • E.x.r)iratron Date: August 19, 2019 Approval Date: December 26, 2013 • • ••• • • E!:. • • • • • • • • • ••• • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Pfi • 1" X 2-1/E" ALUM PLATE ....-.: A-- .,.., ,,,....;:- j------ .,- „„..„, LEAF TOP CORNER DOOR TOP 0iJRNER • • • • • • • • • • • • • • TRANSOM TOP/BOTTOM CORNER 2 id Li 2 (s-6) • ,11 • • • 0,4 s4*---:?",. • • • ••• • • ••--' 4=•- • • • • t S2 • • • il'',.. --- ..- . '-‘,-.--,.,..;-' --,-:,---,,,,--- • • • • ,--' • • 000R P0lt-TOr.4.CORNER • • • • • • • •••• • • • • •••• ALUM PUMP. g A 171,0 :4 0. W04--37 heci 10 Of 10 LEAF BOTTOM_ cORKE SIGELITE TOP/BOTTOM OQPNER T ROLL t /2 - ; ..f4,1/41 AMMO CML FaA. PP p' TOSQ PAN, .15.3A ic' • •• • • • • • ••• • • • • •:o••• • • • • • •• • • • • • • • • • • • •• •• • • • • • • ••!11!1;;5fiD45 • oleo, :• •o k• 1ND *UTS1•ING rE,<%4�it ' DOC* • S VE•tE (X) AND tjCUSLE (XX) L(5 y4.V• 3/0 TRANSOM SEL AH00t. •ole 5,301E (0/X) AND 0015915 (0/XX) ICF, DOORS 83113 TRANSOMS SEE 8'10ET 2. • • :OVULE AND {JLJ3 ! t F ,c.0R1 a/IAF• TIES SEE _.HF ET 3. • LOWER? 0/1.15£3 ifiaigo5IDEEITE CS AC14•C,HART 08 DDDR CAPACIIY• VIAL • \333)3)y' TO ENTRE 3057E_1a. •• •• •• .�...�._._ ..J_.__ • _.__. .. _........ THIS PTc D JCT 1.4,4 SFCJ: D[ I0NE0 1338 1 Si(L TO COMPLY 43;33 i Tl1E R1D3UIREMENTS OF THE FLORIDA 5•Uitom 100E 3NCLU05433) fii1Gtl 0ELOCIFT ,3'.1813151318 708F (HVHZ). t$Y 0009, 28Y WOOL i ICi4S BY OTTERS, 802T 91 44180852 PROPER,_Y 10 TRA43SFER LOAD J it:E 73300T0 E. 101014083 ^3141'_ BE AS (11334370, 5980=0 AS SHOWN ON DUALS, 400308 EMBEDMENT 70 144243E M.4i1RLPi_ SHALL BE 811•381 5911 Cit -STING OR 8TU200. P.,40:10,811•48 OH 108(583 i308DiT10715 NOT 24-P379 It1 ;HESE (15 .541.5 ARE NO, PART OF 1331 433.700/3( A LOAD DURATION '[11831.511 111 JSF_4 1-9 011530 3 08 ANCHORS INTO W000 0510. 05 l-412 TN1LUOI JG 831 NOT LIMITED 70 STEEL/METAL 505135, THAT 61E INTO CONTACT MTH 01HER 0383185/3 N.ATE1?RAL3 0311:1 MEET THE RL]LIIRFti6NTS OF THE 11(18.3)4. 81.1)0. CODE SECTION 200.334. 39 .3/8' MPC FR4ME P 41318 (;) n. 7 508(421 APPLIED F8 SE 1.4SfND25--/ NAY HE U8E0 25 :5/4" C.L. 0PC. 3/4" 1442.`. LEAF 71838 NEAC1/Sltt ANC -109.3 AT STILE ENDS AT 2-3/2" 0,6. 751 1OR ,NS!A1150085 'N1C 4YOQ.1 tONC FOR 19S1ALI.A1,0NNS I3,RG Atg*A;_ sTR.t. ;TIr2C5 3 75 3/8° 154X. \ FRAME 1'IiCTN 1 z 0 (cc r 02 Q C gaaa @4"m"' :1 g w 2 g�, r \ m 33 2 10RFAcE 88 8(D f` 141111 0./3)854175 KW( BE USED 3)008 0450. WIDTH (x) Cxx) '1.47.;;;;;:i;;-: rltrJ'Dta,'i'R1l�I t3f-�, :r 1.47. 14�;Code A"� - iJ,riXIMJM {DESIGN LOAD RATING = 4- 80.0 PSF 5 36'! hD. 3 1 (FOP 5ZES 311OWN 1848E fs:3 438813E8 -- 80.0 PSF ei`y0-6-0'nil t AS 3)4053(8 By FP.0 - - , _.:. tbwril lhrir yK3w1•,�.t C 17,0, t THESE 0001-11 FL 615110 (60 LA9OE 8v SMt+LI M41SsLE 10.2/61. j SHJTT£RS ARE NOT. 8101.1RED. NOTE; NOTE; GLASS CAPACITIES 0111 TWf3 51'1143 Af.' 3.5570 Oh ASTT4 07300-09 '3 350. GUS -151 AND FLORIDA 01tIL(310 COMMISSION DECLARATORY STATEMENT 3CAQ5D143-279 fess. 1. VAC 0313.148 MO_ . PE ; 70542 GAN 5`-'6 DC YID '11 prtmEng n�.l W04-37 1.;heot 1 a410O DESIGN LOAD CAPACITY - 0 SINC1.5 Cf: 0031131...k. ENTRANCE 1100115 WITH `IRai1 S11Atr 571470-13,1 Ih"800 131050-85 53'4.490 0000! 0E17115-3 131443,5 11L,580 1500 '3' 05908 TYPE '0' ,E TJt1+ItiT.(-)EXT-(t)/1117-.1;-) 63--3/8 59- 3/8 24 30 33- 5/4 43-5/8 24 30 .37-5/8 1-5/8 80.0 00.4 80.0 300 84.0 3.33._____ ____ 69.5 , 80.0 33.33-3__ _._ 65.0 804 80.0 60.0 80.0 80.0 80.0 70.3/8 24 35,' 37-5/8 80.0 50.0 3.3.3.....3..-.T 50.0 80.0 85.0 ._.-..._._. _._ - _ 80.0 83-3 8 24 30 3745/8 43-5/'8 f B5-5/8 80.0 84.4 __ _ 80 U i 83.0 80.0 r 80 AJ.0 i 63.0 550 65-3/8 -i 24 30 7-5/8 80.0 80.0 80.0 . E0'' 80.0 80.2 75-3/8 24 30 32-5/8 80.0 64.0 83,0 503 60.0 804 63 -3,75 24 32 37-5/8 -5/8 91-518 • • • • • • • •••• • 80.0 80.0 L 80.0 --_ 1600 80,0 80.0 80.0 &5A 09-3/0 '.4i.-_.-• t• • Z ''63,11 24 • 30 • 332-5/a 80.0 80.5 8010 80.0 6013 • 800 5 24 • 37.. e,,,a 1 8t 3, ..90.0 80.0 et 00.0 60.0 ... • oi•i/i I•:•• 24 30 37-0,t 43-5/8• • • • 3'-5/8 , • • • • 834 • • • • • 8440 604 •, 500 • 7'•. 6i}.0 80.0 653 ••• 69.0 •••• 63 -3 i•••• 24 .%J • 37-5/9 b•.0• •• SD.O • • 40.fl 604 • •7•'•308 „• 34 'O• 37-5r2 9t••• •.. --- - .__ 60.0 •• 805 8o a I 80.0 •••• • • •••• v 3537- y� • •• Vi ri . • FftAM:7V703TH---� S U a 33 3/4" 33\X. FRAME '3597-5 31 i/8' R.L. 0YG. 12' MAX. 33540/SFLL (G) 4" 3593. 40413095 /1 SURFACE APPLIED FALSE WAN-DNS- MAY 009 1 '- 3/97 EF U5E0 ACTIVE 2� 3/4" 0,L. 000. 35 3/4" 3445. LEAF- *31073,1--- (o/X) 4A (09,1GLE 50034 FP.AA10 4,07+1) _ - + 1-5/8" o`< - 4354000 AT TRANSOM ENDS AT 2-4/2" 3.0- (5) FOR lMSTA'_%AP.GtdS t':TO W000/0/1450.807 (3i FOR I'4STALI?UQNS [NTO 5106AI. STRUCTURES ro Lh 3/3' MAX. 7'6AtRE wiDTH 68 3/8' 0/_ C90. ,NF90/ /LL `i 5190133+5 sURPAGE APF 'cD / I B ) FALSE 5.53445-' 1347 BE 13580 1 25 11/10" D.L. 090. 3'1103) 13"1 4533,1`56-0 8.80012 With Ore 51331111 118 81i83 Cod, .4 ` 14=4 4 Ace<N:, t'7 i:MJ.ATiCji Pal[ �E II A;'o ri 3).'141 I'1ou15ti l'! -.81n51 ENT: JAt'AD 44080 VOL ;LA.. 9E I 75589 C..4N. 35;18 7)5"i4131N LOAD C.APACSTY - PSF S1DELITE S GLASS 'TYPE 31O9Lfr1WIDTH FRU.E 4E1511T A & B' IN"51LC IN ei4t.S J:T(+)/54T.( ) 36.1// 50.0_ 38-5/5 51-5/8 500 - _.. .._... 41 -1,'4 43-1/4 506 850 35 1/4 E`K0 3,5-5/8 85-5/R -.. 1.94'„_ 4;-775 800 54.-1/4 5/8 800 _ 38 5/'8 SC/.51 3f-4/4 97-'_/8 87.0 • •• • • • • ••• . . •• • •••• • • • • • • • 2 i/4” /952. HEAn/SILL f.EItf 855714 155:1. 4;j{555 AT 14(54 • •••• • • • • • • • �r • • • •••• •••• • t • •••• •t • • •••• • t • • •• •• • • SURFAC; APY0EO • • FALSE IAUATINS 1547 8E 5555 • • • • •• • • • • • • •••• • •• •••• • • •••• • •• ••• • • • •••• •• • NOTE: • FOR• **RCS CAP,/.CtTY SEE SHEET 1 (MAX. t2OOR FRAME. WID3H MAX. DOUR FRAME HEIGHT _ 9-2-5/61 FOR SiDEU-FE CAPACtT!ES SEE CHAR' ABZ<VE. LOWER VAJUES FROM 0005S OR SIDCL/E CHART '8/5454 APPLY TO ENTi5B 5ISTEM. (0) PE.40/S4.L //NCI IO55 AT STILE ENDS Al 2-1/2" O.C. (5:1 Fl)P US54A115714)55 /1470 9400G/COWC. P, ;4) FOR 34ST4L1.5/EON+ 117(1 1.10-51 STRUCTURES/1 \ 515507E 655744 14, =EE (54584 AT LEFT 2 I/4' 1575.-,� `. NEAR/5/LI COSSSEI4S 21/2.. I SIDELITE 010115 KAY. SEE (51141.5 AT 5450 (A 41=L -1p 11 i (11 11)- 7-77-31/ _D.L. 0195. _. (a) 25 1/1./l/5' 25 11 /19" -05 OPG. _ G.L. 001443, 145555E \.;,.5/ 55415_ 72- IV/01151 2- 14 13114 4 GOWNED 011144.1N with the Y4otidi (40/4119 Cynic d �„. — Acceplc,xa 1.5 _ yr,,d 1401 Cilie _ r 2505 01345. 70315 (0XXO) qrz /55151 Ai -NAD (5545 114. s:£ f' 75592 CAA, 3538 DEC 1 7 1' (she_ 3 LOCK OPTIONS SINGLE LOU1lS: • •• OPTIQN • ••• • 14111)11 LO 4 '! ik,M !Y 'AMESEtJ'�y�y • • • V;f7i•_ URtACE MCU`iT 5440C1.5 PI 36',!!1 E3:TF,OM 5i71 '',E, 2 6O11, 0911.11111PAT 32" FROIA SCTIOM • •VIT.:PERFTEC It EATER/CR 440 3•1J444 TURPSON • 115TEAi0R• • • • • •••• • •• •• •••• • • • • •••• • • • •••• • • • • • • • •••• • uaAON tat: • • • 4,..,V31Nf LOGY,SYSif A•F'Y 'NCPPE ViiT3 0111RFA0r• A •'' ,HitiDLE AT !E' ?sfil t lIII0ti • AND OI -,D 50001.1 W 5f A5 32-14(2' F,la1ki 901 TCM 1'57 OPERATED ON �XiERloR' AND #01D45ILI* 01 • ••1�.R&OR •••••• • • •••• • LOCK t7 EION9 DOUBLE 000E9: OPTION 14• AOT'i'JY 5EA0 3 PONN LOU,. 51'53E9 51 '/III: iJR) /ITN SURFAOE 5/015 dT /,0101..5 AT 35' FR04 60; COM ANTI DEAD 135L5 1005050 32` 15052 501105 K7 0954155 00 51555108 R04D 5-5519 TURN ON INTERIOR. 11;ACTIVE LEAF 2 PONT LUCK 01545 4 fii 'HE6_SRJF.Y' 03005 BOLTS 952,:AC540 5?/3LT3NE04.15 7 AT BEAU A SU_ 2511105 MOUNT 0.043/345 -10 - 5 P; 30" '501/ 55155)1.1 OPTION y12' /5,15/ LEAF_ 5 50`./1 LOCM: SYSTEM BY 'HOPPE' YofrIl SURFACE 430555 PANZLE AT 36' FR06d 470074 AND 051101 0-0_5 LOCK5ET AT 32-1/2' 70OF.S BOTTOM KE1' OPERATED 045 53T£R103 PAD THU}J8 1URN 053 75 5703. IE44`TtVf 1.5(0 2 5.0/25 1001✓, 003005 8Y '1094' 51507 0010; ENRFONG IRMULTJNCOUSUY AT t 21)40 SU.. SJ5E0C5 3CRINi %IUA59(3 FIRS/OLE AY 38" FROM 90D01.4 ri 5- 5 8' HEA1 5iREf407 C7.A:' .000" NIERLA7ER 05PON0 'OU'ACI5C' 770 -t/9" .RA7 STREIt'D. CLASS :(055 -DOW 'UR5540 755 355 (.;.91{NG 9'3. 1 =;1 8 GLASS TYPE °A° ipr )111 Ct EP11555• Ii t. F7-.01 C 1. 4 •'§ '1 c It tic No PARiAtiL n 013;,. _ P4 ,') 0;32' TE5:7. GLASS AR SPACE 1 t :°^ V:0A5 SIRE150. CLASS 11 '1.050" IhtTEPLAYER .51, (. DUPONT '51TA.IT5' PJ& 'S • Ir 1/Y,' NEAT 25RE59't) 34/SS X5,1 1 t 1 9fUC0517 5y ,q DOW CORNING 735 'I DOZY CORNING 395 (.8) / GLAZING DETAIL AT 0000 LE/ \_ ST. STEEL 4/5_')04. SPACER SC. STEEL �"�^ IA5TAt 5354-154 v 43 7/ GLAZSNG DETAIL AT S1DELITE Cl&ZINO 01'1'101'4S 2 TYPE 'B` 3A5AD aHvnn UAL 513•. PE $ 701592 CAN. 378. DLC 1 ?,n1 t!+ vI �I W04-37 1,1/55.1. 4 .3 10 • •••• • • •• TYPICAL ANCHORS SEE ELEWTi2NS FOR SPACI51, TYPs.1. ANCHCPS .:EE ELEVATIONS FOR SPACING ^EDGC DY.ST.. (14 •••• • • •.•••• • • • • • J ±� E.,, •,• •M •• • •• • •:jj•••.�4, • • 'O-6-149Mi• • • ••• • • ••••+• • • •• ••••• • • • •••• • • 1/2" MIN. r PARLAY HOLT ( FENETRAT10N .y. LOGE 559. ,(1 TY511AL 453,1055 SEE CFV. FCR SP159.0 195' V /�I ` WOOD BUCK EDGE SE 'S�. 14- - . 1 ir 29Y W0139 41/C5 OR 'Y1. OSTFI ICPJPF 5401)UC T RBNEAVE tss catr.Y'11'9nls with 211-to54/2 f31111tiilth1TE4K p -^ iNKET1Emm: No ktAviuuticiu Met•. e1EEAT I STRUCTURE 1YPICAL ANCHORS '..r ELEVA:151NS FOR SPACNG YIr,J(.fiJ BUCKS RNfI METAL 31NMCI1)5ES NOT 6'1. RC 9001 SI IU1Yi:ASc MIST S'JST5N LOADS i0PCS(i0 BY 1.155354 5YSTE0 AND MANS? EN i-1,5:/1 TO THE BIALOING STRUCTURE. TYPJCAL ANCHORS: SCE E.LN. reit SPACING 1/4" DON, '1tTI KW!K-00N II (Fo' 62 21.51. Fy=1s7 651) IN1O 252 W000 SUCKS 0R W000 STRUCTURES 1 -2/2" MIN. WOOD PENETRATION THRU 1 BY 5000 BUCKS INTO MASONRY OR GONG, 1-1/4" MIN. EMBED INTO MASONRY 012 CONC. DIRECTLY INTE1 MASONRY OR CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE 4" 9 C' 1."1. (!,RADE 5 CRS) INTO METAL 515001URES STEEL I/5' I HK. 011. (KR, = 36- 551 ALUMINUM : 1/9' 2115. 4/!N. (6763-15 MIN,) (SELL 1.N 12014':041 Y1 `IH ALUMINUM TO BE MLA 110U U5 55541E TYP'CAL EDGE DISTANCE I`:1C 725051.1E P.NJ NA'L,U3i1Y = 2-1/2" MIS 1410 5001E 'RIR:1031(5E = 1" MIN. INTO METAL STRUCILIRE = 3/4" 1415. CONCRETE AT BEAD. 51L_ 0R. JAMBS re = 3000 PS MIN, C-90 HOLLOW/FILLED BLOCK AT 20M89 ern = 1500 PCI MIN. SEALANTS: (541.15 AND PANEL .224NT, ,NSTALLATION7 .5(555.5 AND !LEADS 01- ANCHOR SCREW AT TALL 20 O0 STAID w1111 WHI('F/Aliik4 ((11CF.12(1 511.10045. E:19' 754511 A}c.4'5 r412, FIA. P£ '20592 CAM, 35.59 i.".i. # t} r763lti } CYPICAL (,..NCHC:RH SEE EILY. FOR '.:,PAC,.NG t4 \ 1 (vm) (C') ACTIVE _ - --', — ) ; . ,r— D) irploot/APICI-IORS 2CCV:V. \ FOR. pfiAcING / ‘.‘1 E3\ 45 0 4/2" MAX. SH)11. EXTERIOR LFA/ MEM; 4041.17. -t (X) LOCKS "'-SFO S) -(ECT 7.30 DESCRIPT,ON 7.972- 447. AN Cl-ritS ‘-SEF Fl EV. FOR SPACINS \ 5 )( . .... r -SEE SHEET 4 i FOR OF.SCRZFIV.4., (.0i..F.S \ • IDI 0 1 ,-; (.; " -_, ,, 4•••A - --7i\..1‘ ,\E,v.'.--,- -'-'- --'-•. -' -,---:•.,.,-:I1)_- 1-I_-N—__A.- U-..*.,.FiSV-T_,---r.--- -,t-..:.-"!j-.4 _ / • •••• #-•• —i—i- \ •• •• '- 14- _3: ) -- 1;.— ACTIV E .)..., ..-,..., `..y........ 1 . ' C -=,r j / t‘. 1 i ‘ \ ! ) , (.S22, (....04-j 'E9'. ) i lie., ")/ , ( ',..,(2.4 : 7. 0.1., OPC. ,4 _ f I . N ,. .. • • • • • cri •••• , ,, • • t; ••••;- - 4••• ••• • ;011, 41 . \I-1 • 1 • '11 • OI•A• . • 1; 1 • • I ,,, • • •• • ___1..:.,, .. ., • • • • j • • • • • • 2000 SUCK W10714 • • • • • • • F • • ;. • la • . sHik.4 FRAME. MUTH I - — OL. CIPG. LEAF 27424 Ft— TYPiCAL ANCHORS 5E2 0L7.42- 7.02 SPASiNG EXT REPOT:. plioDuCI 5444044/)) 744 cotart Om 4,74°,111N: Ha4444611 44240 Cr.!, :74 ,4 .4 0 6", At,:pie.t1S, 444n41 1,11”544( (70170 KT& 57ROCTLfiE FAT, 14141,0 41-111114 corL co.. Pr 70592 .3,139 / 9 „(tin444/42. 444/44 g g d2) c74 0 t 0: 0 8 440 toy E ir • 0 ci 5 47 a 14 .—; 745 2) 0 In drawing no. W04-37 69,Cet 6 o/ 10] • • •ps*�. • • 0:000 • •:• WIN 66,461 • • el ••• • • • • • • • -71,-..+2:.1. 4p;Cf,11RS .- E•t--: E.EV,A.-ItOW-,-. /1011sPACil.K: ,' 1 1: • '.,, ,-. _......._1EOGE ,M,F!I,. - .1i1 -. *. • , 1.`j `._ - ,, i •-_- _,..r..,iiFF17.rd11-17,5„, ---/ ) (c) '14 2 15 V4 X - 5tF NC; SCREWS 4" FROM ENOS AND 12" 0.0. MAY,. v4) _ on aid • ••iii • • • • 11. • • • • (.•!`;-. • ______44v• • •-fg) T• • ;10. ••• 6 ••• • • • • V 0 P • 1 .:• • • • :1 • • • • • #••••• •• 1 4.;... • LIAL. •• • • • • • • ••• • • • •••• (0,7x) (o/xx) E1 EXTEIZI01-1 4110)1)004 71,11040414) 1l 1Pinu with 411,: Fbntia 1403 1).-11 1d111 /4WD Mt. 1101.. PV„ 70512 35-M • • • • •• ••• ••• •••rt •! • l 1.,7E}+p^5 SEE ELEVAT$OHS FOP SPADING—E., E • •••••• .._... ___..• • I •• • 1• • • • • • r`••• 41-14-4 •_ _es; ••• 4120--L • • L✓•• •I<2D • ••••• ▪ I, I • • •—"` • ••••• •• •• f l ••••,•nI 'i • • t•o • --T"n••••' • I:�•. • • •••• 7\i ICAC. Af3CHCRS SEE ELEV. F01; SPACING ilPICAL 614CHDRS SEE ECEV, FOR SPACING i _ • �a. ii 1/2"mks: l CLL DPG. SiGilt IE 1E!D1H (;i•JOR W/ SID: UT) 111015,.IC r ki,NswEr, 01171 h+Of lila f3 l7 C'�::�• '7 -a tile) f r, EX•zr .IOI 4.I. OFG. tE. F 1vIC7R DOOR FRAhE VON -! FnyF• .aM'd77 CMI FLA. PE 7!.542 1 AL-FAROOQ CORPORATION • , .... ENGINEERS fir PRODUCT DEVELOPMENT liv, 1235 SM. 87 AVE 1 S' MIAMI, FLORIDA 3$1,74 ! C TEL (306)244 -slop PA). (30R) 24:2,T478 .t atm 341314513 4600. DESCRIPTION Man 0075/SUPPLI1R/PEMAPIES 11' 3,7//. --Tc1 14 t P6 - 3. /50 61 .175 ,3 ._ 1----- — 4.000 61 C1 E2 113 11, f 5 16 8,1'403-023 0045 -02 4 5045.- 0 RE/4 3...00 4 804.5- 021 HUTS -006 1 I 2 1 /1 FAT' I / 114F 2/ LEAF FRAME I IIAD 673846 0:1 TIRAtAC 44145 5036 860 prirrcm R/ill HINGE STILT/NAFITIVE LI1A1 1.01,1< 11ILE 5035.-1.0 5053 -f6 III 60F.3 T4 5063-06 6062.--T5 15 - - - - - 3,003 .290 7. I 25 I[k11 1 -IIIIIR-1 162) 3 I -5 4— I ir-t_ '-m, , . I 2.123 FHT1,3 I 1 3813 1 --.-,:.,_ , ----76 ,----, 1..,Itt --,, .9 E8 . . -3. g, 030 _ TIP. _t.. -e=„1 „__ . ' 11. g tisi I 1 1 ti. .L:.5,' 0 .100 rte. Et 0045 - 012 2 .. VERTICAL .172113 STOP .5055.3- 6063-3/6 - . _ ...i_t_1.1.J. SIDETI-E HEAD/Stl. L. (E-, •6 TRANSOM .1/1,43 ...„. . I 16 = 2,810 rt's4 '-' I .II1I7 -1 SX - I 353 16\3 : ) DOOR fiL10 - •-1 I 6E7 . SIC .6 1.088 30,4 SX - 0.811 NV .. .. SCELITE ON,I8 (5,..4 2I) TRANSOM 11EAD/SII:, , E8 5545 -0 IO £9 R.045 -007 Eio . 01345 -0 '76 ___ El 1 • R045-014 E I 7 4045 - 0 I5 't.13 FIC45 -01S kf. REQC. AS 0E0E. AS 0E05 AS RET/1.1. AL REOC, 02 PLOT:. GI AZiNG DEAD (TEM. PICOT G14.15) TILAZING BEAD (LAIC 01/431) I OCK POT E A03I101 LEAP SIDEUT1 HEAD/ 1.1LL, 18045014 314/413 2A.1/I5 AT SOF LITE, 4E82/011 AT THATIs014 218,E6 COVER 601.3 15 6063 - 06 _1 '6'005-15 5IST5-- 15 41053-T8 - - - 14_.1.842 ---: -ff r-'--- - I 1 ,....500 008 It 'I .250 119 10c:45 -on As 66013. 1NIERIOR 746500(3/611 - - 120»5045--030 MI 6545-1431 AS RFOD.TANC!;OR 4/ LEAF COP, 8" I.0148 3-41484: .1.135E4/ER00 60&'• -06 6005-15 - - . I II7 •-t> - • 1 1 4,J I , 150 I II .062- 443 65400500,0.3 AS 5E00. FILLF51-1 130LT AT 3 POINT LCCIt - 4-- — 800 2.525-, ts.c8! nv. ectc RC HOME SHOWCASE, INC. ;! I :, 2970 N.W.. 75TH AVE:NUE 5414 8313845 AS 0>4:00.oc. 4066646026210340666460262103051.G 2.415 2,187 i --rti .156II- - -- ....- I Et) 5,4IP COV ...- -A420 1425 :.424 1125 034- -14> 3 831421MR _i(. 4/ ,..EAF AS 66-30. 3 415A 4/2' 4" :SETINC013046 1/2 x /4' 4" 503rfiNLELOCE. HANDICAP OFFSEr I41:01 ASSIEMSLY WE.RHERSTRIPPIM3 EOPRENE NEOPRENE 6005-T5 - (6014 FAPIO r, LOWEpuraquE4 6535 ionE , 6' FROM EHEND 4 4105PNthSGE L2555, 012004>503128 85±5 SHOPE A ----ii ilTiLE -1- ...- I Ur) IMAGINE LOCI< STILE_ , I e . --- 1E87 - - ----- .1 16 x- 2732 ( 53) FRAME :JAMB Ex. " 1.624 ;Ii.,4 r- 4.206 10:x. 1 ou i .875 1.246 I VI _ 03753270 ! - -- 0000 4e2IRIPPi4.G EOM Q-10,1 ,_ V/ A 0-C150 (31113,11 04:16 VINYL 66530. PVC r ____, , __../ r6.---1 750- jOl Q100 t .;4;5:,) I' , CLL...A.Z.MEL BEAD IN5iL, GLASS) V4 ‘.6 c.2 - 6-0305 ._ /305 AS OFFSET OSLO 823R11EING, ULIROMETER 7536 01105.16 A PEROXIDE THREAD -1N FOICER C3/5'.- I 6 X 5" za. FULL 03112660I 52.540.. PVC - 857C115, 4/0-32015 .. TREMC3661403,3I 1 6615 COSIER -I I 4.00.3 li .I 00 •-x•-t•x- —1. _(-)..r— J 3,105 1 i 16- 4. I 25 61 1 . (i1,61', 07054E I D 1. T •_,OCK OSLO5.246 .852 61 ,^ , f 'ti7-9I I 0 7I .675 -F S3 ___I I >10,4(1 612 - 24 X .3/4" LG. Hit. F.N. MACHINE SCREW 5 S/ST IlltiGE NSTALL/3 ION SCREWS 16 I AS S.1.00.: § I 2 X t - 1 /44-' 16. 455(.. 51.4S. ST/ST 6320>4606631f14120 SEE stiF.E.T 4 Foit 60(4036 0751(148 4/46 DITSC1.31111154 - • 1, 'i0r. .itI 03120 44001• .• - • - 1 p' 1_' ,-0345737103 B85 31 13-4,(Ukk'GLASS) , ** • -i 1- 1VI-• • • • :•• e4 • ,4 -L7,0071t L -f--"-TGfYicei L•:. 1. ' •I/ti't ---q 0=-1' ,''I' - 3t -i f . 85 0*' . . et-. V ° j i •j • . 5 815 - • • • - --------3.4,-,il .-- • 1 -1 • • • • 4.5 • • • • • t . ! I 1 ,,-.8,2 ,NTE.StiOR 1 .0E-1 2 1---- 1,086 ---). ,----. i . . • • • • • • 4 v?) SNAP COVER - A_ '24 drovir W04-37 1, t 1i• T• Y 100 .1 tit), --_, • •'•4 • FRAME SILL •,........ • • I • • • 4 • i i • I • • • • • • , • • • • 1 • s i ...0....,.. fr"-- BP',EW 1 H E,,,.,,,.4c!...,:....•,,,„.,,.:p,,,..,-i%.,-,a-T-:1,,)1...,—_. 3 ..'.'. '. -,, '',., ...,.,., ... „L,tz.,,..i. - e. , • • • - - 54-s 5 -JS : ',Ls-, /-..0..,., Mr.wi y.),..1,...1,4041:5; I Ci14, , Eno 336/5041-04.40 0341. 65,0. OE 70592 oAN3635 r...V2C, l'".-72--'fiVit TI -34070.-6 61141 • 4 • • .,•n. l• 1I _..i4 • ,,--t7t....)1----I .62-, .7031015563A56T ______ . 44 .•.,,.•.EiI 1 1• L, 1 --4c_: PO/ 40035-508 CLIP (003> 0300054FAIL __, ;. ,-i .625 -t• 1,172) VERT. JAME STOP -1/4" HEAT STREN'C. SUSS A90" INTERLAYER ` SENTRYGLAS BY 'OUPUN1' r I /4' HEAT ST6E"4 D. GLASS 1 I - ULM CORNING /98 SILK:ONE. t� Gj�ZIN4_�TFTA11, • •• • • • • • ••• • • •• • • THESE. DOORS ARE PATEO S06 LARGE 4.a S#BALI MISSILE IMPACT. I • • • • - • • • ••IWpjIIS R045 • •• •• .�r,1�bt rz�ra ettAtTr�t; Eram�ar D01z • • 60.41?1,AL APPUF• • i • ll i LE UNIT ! S14F• 8Y SIDE (MULLED) • COMPINVION OF 41RENCFi MICR/FRgi44 li30R OR FRENCH 0006 • •/01fs�HER APPROVv4 0006 `YPEi j. flO LES OF MO OR MORE DOORS USING MIAMI MADE COUNtY Ar4iMilf MULLONS iN BETWEEN. • •L•lOR•DF51ftN PRESSOR* FROM tXI3S •f• AHJLU0;1 APPROVAL 'tgLL APPLY TO rhip:F• OTEM. • • • •:jtifi5•APPROVED titISTALLAF7"•4PHERE:WATER INFILTRATION RESISTANCE IS ftQUIREO•• ,� 48' MAX + FRAME WIDTH - 0006 41 tCES_ 4" MAX. SCE CHART - \ HEAD/SELL I r- �` CORNERS i 1 MAX. FRAME MOTH MAX. FRAME 1160 515 N0. 4P HINGES PER LEAF 36' 42" 84" 45' 3 30" 42" 96" 48" 3 4 36" 42" 108- 48" 36" 42" 120" 48" THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO 5006125 1.1011 100 REQUIREMENTS OF THE FLORIDA 6041041; 000E INCLUDING HIGH V0000TY HURRICANE ZONE (1-9(910). 16Y OR 2B? WOOD SLICKS BY OTHERS, FA051 8E ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, 50(6000 A5 SHOWN ON DETAILS. ANCHORS 061800MENT TO BASE MATERIAL SHALL BE BEYOND 'HALL DRESSING OR STUCCO. 2NC1i06(65 OR LOADING 50609- 035 NCT 5HOWN 1N (HESE ULfAIL5 ARE NOT PART 05 THIS APPROVAL. .A LOAD DURATION INCREASE 0 500(5 IN OE0(5N OF AACNORS PITO WOOD 0600. MATERIALS INCLUDING BUT NOT L10(500 TO STE0'_/ME'AL SCREWS, T(:A- COME MIG CONTACT WITH OTHER DISSIMILAR 0250 ;ALS SHALL MEET 000 REQUIREMENTS OF THE FLORIDA BIDS. CODE SECTION 2003.6.4. 0 0 L.U. PRIME 010T[i MAX. FRAME 11616111' 710, OF 6Ch7140 POINTS PEP LEAP 36" 4 42" 90" .._____4..... 48" _. _.... .5 ------` 38" 42' 96' _._.___..2 ___ 4 48" 5- 38" 4 42" WOE° 5 48" 6 36" 5 42" 144` 5 48" 6 35" 5 42" 120' 5 48" 6 SURFACE APPLIED / FALSE HUNTINS--' MAO BE USED LEAF W10TH - FRAME WIDTH - 3.624" LEAF HEIGHT - FRAME HEIGH1 - 2.5125" 44 3/9" MAX. LEAF W31H NOTE: CLASS CAPACITIES ON THIS SHEET ARE BASED ON ASM E1300 --0M (3 SEC, GUSTS) AND FLORIDA BU !LDIN0 COMMISSION DECLARATORY STATEMENT DG.A05— DEC -2.19 LOCKING POINTS __SEE CHAR" U (3 4 POINT 5 POINT 6 POINT LOCK LOCK LOCK 95*20UCC REE-1SL1'IOD Hd toxtpiyil. with Itrc Fbriba i?ui1i1{n ,l'Ccta -4 '1 Aece(1+xllec �k „-99 `� (citaml P &[' Iuci C:n»hot ' 'I MAXIMUM DESIGN LOAD RATING = + 125.0 PSF (906 5000 SHOWN AOO8 016 SMALLER) - 125.0 PSF ' AS ALL0606 BY 08C Engr; d4'AD 93430 0+641 FIA. P£ # 70592 0.42. 3339 1E. 6 � i Growing nu. W11-11 tsheat 1 of5) TYPICAL ANCHORS SUE ELEVAIONS FOR'S'ACING (A • • • 1 • ••• ••• ••r-, • • • ••••I•• • • • • •••••• • • • • • ••• •• /, if T4 O •��• • • • •• • • • 1•• • r;,! •.fit' •• • r � '• ••L ••`•••• • • • • • •• • •• ••.••• • • • •••• •••• • Bid,••• WI 5/8" 1,418. - THROW 6015 PENETRATION ' 101. 01ST , TYPICAL ANCHORS SEE ELEV. FOR SPACSIC TYPICAL. ANCHORS SEE ELEVATIONS—. FOR SPAC IG \ �1 Oct• 12134, ti II 101 moo ODCK [SEE NOTE/SHEET 1 4, 25Y YiOL,9. SUCK \., OR ,. .._l0CG STRVCTURE SHEET I EDGE QIS7.,.111 1 TYPICAL ANCHORS <-SET El NAPIOtES FIAT SPACING EDGE DIST. METAL SIROCTURE JIAJI 1 TYPICAL F f EF.V ANCHORS S FOR SPACING k4, iWYQOD RUCKS AND MEAL STRUCTURES NOT 3Y RC HOME SHOWCASE MOST SULTAN LOADS IMPOSED CY GLAZING SYSTEM ANO TRANSFEJI THEM TC THE Bt14LO:NO STRUCTURE 1 Tl PICAL NCHORS: SEE ELEV. FOR SPACING 1/4" X 2-3/4" E;I{,TI KWIK—CON 14 (Euvl53 KS., EY -.157 ,014) INTO 214Y W000 RUCKS OR W000 STRUCTURES 1-1/2" MIN. WOOD PENETRATION TiiRU 1E5 WOOD RUCKS INTO MASONRY' OR CONC. 1-1/4" MIN. EMBED INTO MASONRY OR CONC. DIRECTLY .NW MASONRY OR. CONCRETE I-1/4" M1N. EME411U IN 10 CONCRETE 1 /4" DIA T£KS OR SELF DRILLING SCREWS 414140E 5 CRS) INTO METAL STRUCTURES STEEL : 1/3" INK. MIN. (Fy - 36 KSI MIN.) ALUMINUM 1 /8" TRK. M4N. (41063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM 10 RE PLATED OR PARD TED) cn) 0 TYPICAL EDGE DISTANCE INTO CONCRE1E AND MASONRY = 2—I/2" MIN INTO WOOD STRUCTURE = 1° MIN. INTO METAL SIRUC11JHE 3/4" M4N. CONCRETE AT HEAD, SILL OR JAMBS rc 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS rm 1500 PSI MIN, SEALANTS: ALL FRAME AND PANEL 410!444 INSTAL 1A440N SCREWS AND HEADS OF ANCHOR SCREWS AT SILT. 10 BE SEALED WITH WHITE/ALUM COLORED SILICONE. WEEPHOLES: W1 - 1/2" DIA. 4401 FS Al 4" FROM ENDS AND AT MIDSPA4 yi4OD114`F 1:F.NGIVED ti, rornpty15'< with 1114 FWrida r Dulriln; D.., `a - P' " I , k�c'0,a,:cc M , / isx0ir=l,a� 17:1�g 1 , Chime i DnJr ?.vJ1tct CwLt.d Coy: 1AV'A0 14.1140 rev. FLA PE 7 70592 2.AN. 3536 i UraLving ru, w11-11 heel- 2 of 5 , 'V?7C441 ANCHOR:: SVC E, IV. 4OR SPACING (E:S) S ° A P'PICAi, ,3f.U1Jt:5 btE t4EV. FOR 9hPC1'ri� i ;) L.3 " � I i N r / 6" MAR _ • 44 ! AN ur4L) 347.4)R11.44.4• L • $VYi ••J�•• • •• • • SI4•1 • • • • • • • • • • • • • • •• •• • • • s • •••• • • • • • • •••• • • • •• • • • • •• • • • •••• • •• • • • •••• • • • • •••• 1 t F 1 1 Gp .1 2c i \\;00L;0L; `1\C;44:\C`1\C;44: } jC 3t) S(PU C41J4 E a1T _ - SEE Ti E .4-44..444T t EXTER1OR o.. OPa. 414\E 411014 MAME '114746 filOUtlt_I lE111 AV131) with 144 Fhvula R i 0.d, 4 &.I414i4'.. C.)444,;_4,; 4\14\0, 4) E403,4- (40;arbf, SFE 10141444: ry-14121 rtICE 1 7/14.444 4447. 4_444) 4.3..41405 41-0.4 (141241_ ANCHORS SEE ELEV. (;R 4.+l-44.41440 54.4441444.11.40403 GEE 1.EY,--r FOR 4-4A0.41;:• / 4 / .qr. 3AWAI) 40444.44) A M1 14..A. 404 # 70592 0,5.14 3590 dra v:ir,y 40. W11-11 ao1Tj of 5 .125 _ . ti ----------3.750 f ___ . ,--1 .. ._. 750 ---,4 .t) i _I -. i 1'6833 6 :41+311085 0E511. DESCRIPTION MATE 33301 MAFF./5UPPLIEP/3855SAS ° _J �E S R 145 ALLW s EN RAM(,E DOOR !Mi.) ) 1 AL-FARO®Q CORPORATION lua.z , r,A,; 7Y�'_...- RC HOME} SHOWCASE i' 1235 87 AVEADULi"AEVELOPM@N7 � In' F � . �-� F9':'''''''''S ENCO S.W.SER 87 AV __. —� 2_ il. d. J , N •E.u1 E �i i; MIAMI. FLORIDA 33174 G;9.13 o0tJF, '/.me �i --i WPM!, FL. 33122 ' rea <3As1 soo Fax. tans,zsa�9rs � 1,. -- -- . — f:_. (scs) 3e2-8274 ra,sc. (;ae) a6a—,sax. � ,-„Rc ,. 61 E - 64 E6 65. 07 FA E3 136 mi N3 M4 `S 417 IFB ..-_ 0045-023 5040-021 14745 804_ 604 0 1 ,,45_0e,-.., P745-1,05 F.045 -01C 5045-037 RJ45-517A 631423340 RD -45:513 6745 515 - 1 7 -.'/LEAF 7 4 LEAF 1 LC�Yf ! -- 2 AS R.705, 5S RECO. AS RE 7. .._._. AS RE50, 2/ tEAF 15451 43650 1055E 5361 FR'AIF JAMB TOP PAIL ... .__ ....60E DOTICM MIL NE405 .TILE YLR frlL JAYIB TC0 ...__._ ___ IN6F8I0CLANNC 5543) /0511505 £GTERI55 4LAL,NS 13:40 LOCK 5ELF _.__. ',4EAD FRSLJP✓;NU 3/36" 3/4 o 4 SETTIY47 03.074 WSNOICA FIFFSSi FENCE ASSEM54 Y 3/4 4 't/4 .% 1/8 iHK 74443.451 BTR REINFO8Cf5Eti 2 12013 ...- ._.._. PLAT REINFORCEMENT, .3-7/8" 1014:. .._ 602,5- T5 6003-06 8003-T6 T6 ._. 60fi 76 600 75 _606 -T6_ STOAT -T6 6063-T6 5005 35 - AD S TS LUNlNU3f ALUM4SU5 ALUMINUM ...___-_. - - _........... .. . .. _. _.._ .. . _ --.... ._.__ _. -.- _ --- - -, - -- - - 8 FROM EACH 611D ULLTVAN & ASSOCIATES AT HRF rift - - --__---_ -- --- _.-_-- - i,5+?S 1 i _.s ..- /E1+ \_/ jtsS . _R _ 11 .125.•- i•� 1 -, - _,1 ''N.,. _ . -RA --* -1.877 ---, DOOR 1.155.0 .--. 2.1254.01)1' I .100 ,.Ni 1 .-+ --.L' --).-n -- fill 1--• .5E2 3.125 + +6045-021 h (E4), 10P RAIL -.. E.- 1.8.2 1 ; -11.4 1------. ..1_J?-___....--- I .-.100 :-.470 ! (31 3 -{sf + It -1'a r9 - PLATE Rt AFOH6541374r 7-5/8' 1OMG At Uulh1J5 t 1 �2 "v-O36A 4-772 .43)83 V STRIi'P 0. PI £34(651 114260656 [W V(N1l ._s.. _ - 4.3160 r - 1 755 11 I 1 N Its -F' 51 52A- 53 S4 A„ R -1C. R- UOs 4/ 65076 A3 65G0. - 63/84-16 X 1-1/4' LG F41L TH12fA1,F t4X 110 13/a t 6 6 2' LG FILL TNRFAD H YE? - #12-24 X 3/4' 6G 3'34-1. FN. P,NCFbNE SCREW..1.1,750 X312 X 1-1/4" 60. 03-331. SMS. _ 01/5T . J 1 1 ER COINER -1 PER CO0ER H•N0E :N5TALNA0234 SCNEW5 5055MBLY FASTENERS t 3.115 7 2.181 t! ,-__ _-__4,125 --__.___.4 ( -"-1 I---1.567 -- .--.759 -. '._) 1.11NE3_ Still 511 AS 8E40.} #42-24 .X 3/4` EN KS 5T/5T - FRAME JAMB----- �___... 1 i.aiSi (SCE L.006'O+G 9634101310 55041 I) FLUSH 31013.7 NFTAL915 MULTI POINT LUCK 5!5;3 LI BY '110 Pl 4TH SURFACE MOUNT :EVER 101'5 RRANDLE' AT -50' 10515 801101A KEY OPERATED ON 5605f7104 AND TIIUNB TURN ON INTER::'UP.. 10134 FASTENED TO LOCK STILE 1413,14 (14) fp?.X 1" El, SUPS 1450300 5601.`14013 U51NG (3) 02-28 X 1-7/0' ON M5 01' OPERATOR FASTENED US356. ((1) +#12-2E .6 1-'7/8' 01, MS • •• (-,1044 1 Y • 10.500-.'i •10! • I :Ju2•..• • • • . • • • • • •�• '"_ • 101.7.1• • P • i1. . 1 tt i1 f C 4 • • • =31"-.-1.• 620 -�•i 11.••••• • ! 3.544 • • • • • •1 - ._. .� 1'----- - . 9.125 - •1• •• • *- 1010•{•1i• ti 1".14 ;qf¢_ `- •`7T•• VERT. • f• ,): • •1••,-.5E7 • •••• • '1 (E2 j • • 8,.. •• 1-. Y7 _._095144- -'•••• 1- .386 {{ --I FRAME SILL ••••'V' �( • •1010 13?510.10 • 7.756 ' .if,O_` ii �-,- 6.8.5 i5d-4j 3248 i_ -__D' -- ;£g 1 4"•3TEFt1E)t2 I;LALING 1 i ._.1. i •.. /. -_ HEAD ' f j j r' ---LI #,._.}I -} . O C 1 i 4.2.0 1 /5 n1rp3yn2i1t3q3 thy T4.risk1 $nitdi t 1 1T Y �i ,'�...r. `F Acc.•},y, i I4o • e �.-•� rjvleu V,?. .. -. F.Y, r ry r - iYy� _-,:2, 83s2,,ti -ilk ('ro:Si:t7 '��'500 r -----b O 0 1 1 ERV: 414.45 AF1401) CM%. '< r--455 CAM. 353S 1.549 I. 1 1.000 j- ---�- .__._ 1.548 675 (J' 4 i .781 - Z25 -j- i 03! -1( 66 5313 CC< I ; E': 03 _-- 1.770-4 i00 RAIL ) , _83 VERT. EXT. GLAZING 11600 1-"-1.843- 'd9 f 1 (414 34+341:1 ) HANDICAP 0FF45_' J. - 1 1 ;t J2QQB TOrr, CORNER • • • • • • • •• • • • • • • • • • •• • • • • • • • • • • • DOOR BOTTOM CDFP SH4.14 5Loc< j-7/” LONGT. — #12-24 X, 2/4" f-'4, •- 44, LEL:: TOP CORNER' • 9Q CM OCfNE .52? Si/ R LOck 5/3" LONG yisq ,i16, M4t1101 111111,14,5,t, 4 - I A 4 $12911-4:i4AlIq4:1*46/1,.,9 Engr: A`10 CVL riA P/C4,52 C.A.% " rig pr, W1 1 —1 1 ,she,t of 5 MIAMI. DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) RC Home Showcase, Inc. 2970 MW 75 Avenue Miami, FL 33122 SCOPE: This NOA. is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER--- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AW). This NOA shall not be valid after the expiration date stated below. The Miami- Dade County Product Control Section (In Miami—Dade County) and/ or the A1 -TJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will. incur the expense of such testing and the AIIJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction, RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the 'High Velocity Hurricane Zone. MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786)315 -2590 F (786) 3i 5-2599 www.miamithitle.govieconuntv DESCRIPTION: Series "RD45" Single Iutswiug Aluminum Entrance Door— L.M.L APPROVAL DOCUMENT: Drawing No. W11-1.1, titled "Series RD45 Alum, Entrance Door (L.M.I.)", sheets 01 through 05 of 05, dated 03/02/11 with revision "C" dated 10/10/13, prepared by Al--Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date hy the Miami—Dade. County Product Control Section. MISSILE IMPACT RATING: Large 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. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change 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 ,111e. liy:theinttilthiletrer or its distributors and shall be available for inspection. at the job site at the Ablest a4theiticintiatrcial. This NOA renews NOA No. 12-0410.17 and consists of this page leairrd evklente•pmges•E:letyrid E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D Gascon, P..E. ••• MIAMI.DADE COUNTY APPROVED • • • • • • • • • • • • • • • • • • • • • • • • • .• • • • •• • • •• •• • • • • •NOATto. 1.3"--11.12.07 Expiration Date: August 19, 2019 ...Afprovi.Date,;..ljegonbv 26, 2013 • • • • • • • • • • • •• • • • • Page 1. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • RC Home Showease. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 11-0421.0) 2. Drawing No. W11-11, titled "Series RD45 Muni Entrance Door (L.M.I.)", sheets 01 through 05 of 05, dated 03/02/11.with revision "C" dated 10/10/13, prepared by Al— Farooct Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. 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, Side—Hinged Door Systems, per FBC 2411.3.2.1, TAS 202-94 and per AAMA 1304-02 along with marked—up drawings and installation diagram of single aluminum. outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6381, dated 12/17/10, witnessed and signed by Jorge A. Canso, P. F., signed and sealed dated 02/14/11 by reviewing engineer Marlin D. Brinson, P. E. (Submitted under previous NOA No.11-0421.03) 13. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al—Farooq Corporation, dated 03/19/12, signed and sealed by Javad Ahmad, P. E. (Submit(ed under previous NOA No. 12-0410.17) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami—)ade Department of Regulatory and Economic Resources ( E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., [Ile. for their "DuPont SentryGlase luterlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of confbrmancc, complying wit1140342111 eiA S Al—Faro oq Corporation, dated 10/15/13, signed and sealed by 1Qvadaheld:Pi •• • !/,_ • ,• • • • •• .60 .1111,-.-- • '11 •• E —1 • •• •• • • • • •olaime Elt Gaston, P. E. • • firotiluet:Coutrol etetar turervisor • • :* :• ;VOA.1115. 14-4,1112.07 Expiration Date: August 19, 2019 Approval Date: December 26, 2013 • • •• • • • • • • . • •• •• • •• •• • •• • • • • • •• • • • • • • •.. •• • • • ••• •• ••• • •• • ••• •• RC Home Showcase, Inc. NOTJCE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2, Name changed to RC HOME SHOWCASE, INC. as registered in the Florida Department of State, Division of Corporation, Surtbiz document dated 10/11/13. 3. Asset. purchase agreement dated 10/01/13, signed by Mr. Manuel A. Kronfle— Kozbaya, Mr, Henry F. Kronfle—Kozhaya, Mr, Raul Casares, Mr. Eusebio Paredes and Ms. Nancy Vias. 4. Statement letter of complying with the Sales of Assets issued by RC Aluminum Industries, Inc., dated 10/30/2013, signed by Raul Casares, President. 5. Department of State Certification of RC HOME SHOWCASE, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 10/11/13 and signed by T. Carter, the Secretary of State. 6. Department of State Certification of MANUTIEN ENTERPRISES, LLC as a limited liability cotnpany, active and organized under the laws of the State of Florida, dated 08/22/13 and. signed by N. Culligan, the Secretary of State. 7. Laboratory compliance letter for Test Report No. Fil-6381, prepared by Fenestration Testing .Laboratory, Inc., dated 12/17/10, witnessed and signed by Jorge A. Canso, P. E., signed and sealed dated 02/14/11 by reviewing engineer Marlin D. Brinson, P. E. (Submitted under previous NOA No. 11-0421.03) G. OTHERS 1. Notice of Acceptance No. 12-0410.17, issued to R.C. Aluminum Industries, Inc. for their Series "RD45 Single Aluminum Entrance Door — approved on 06/14/12 and expiring on 08/19/14. E - 2 .. 000 • • • • • 00 • • • • • 00 . • . • 000 • • ,40 • 00 .,-'0110 %040 / 0 40 0 00 • •.•••• •41,1tne D•GaS1011, P. E. • • wrodoettonthl SectiOn 2ufervisor • •. 1: • t1.1112.07 ••• • Expiraetina hate: eAgust 19, 2019 Approval Date: December 26, 2013 0400 • • • • ••• • • • • • • • • • • • • • 000 • • • • • 0 • • • • • 0 • 00 •• • • • 00 OS 4100 • • . 090 • • NDF T YMIA *ATTENTION APPLICANT; YOU ARE RESPONSIBLE FOR FILLING OUT THIS APPLICATION CORRECTLY. IF YOU HAVE ANY QUESTIONS CONCERNING WHAT CATEGORY YOUR WORK FALLS UNDER, PLEASE SEE AND INSPECTOR OR PROCESSOR FOR YOUR TRADE. REFUNDS WILL NOT BE GIVEN IN CASE OF ERROR ON YOUR PART AND YOU WILL BE CHARGED A DOUBLE FEE PLUS $1.00 FOR DOING WORK WITHOUT A PERMIT. ELECTRICAL FEE SHEEP UNDER PENALTIES OF PERJURY, I DECLARE THAT TO THE BEST OF MY KNOWLEDGE, THE FACTS STATED IN THIS DOCUMENT ARE TRUE AND THAT PERJURY IS A FELONY OF THE THIRD DEGREE. QUALIFIER SIGNATURE: INSTRUCTIONS: Please indicate the type of work being pertormed and quantifies In the TYPE QTY Type QTY �- - -------._... QTY MINIMUM FEE (for all other work not in a specific category) DESCRIPTION: E020 # of Amps for Safety Check E046 # of Floors Repair per Floor E001 # of Sq. Ft. New Res. Wiring E021 # of Fixture Retrofit Jobs E047 # Agricultural Serv. (permanent) Incl. pump & equip. E002 Est. job Res. Alteration/Repair E022 # of Burglar Install Wiring Jobs E048 # Trailer Serv. (construction) E003 # of Outlets All Other Wiring E023 # of Burglar Install Device Jobs E049 # Trailer Sero. (Residentiallfemp) also Rec. Vehicle E004 # of Tons AC/Refrigeration E024 # of Complete Burglar Systems E050 # NC System Electrical work E005 # of Fixtures E025 # of Burglar Repair Systems E051 #Swimming Pool or Spa (new or repair) Residential E006 # of Ln.Ft. Plug -mold Track Lighting E030 # of New Fire Alarms E052 # Pool or Spa (new or repair) Commercial E007 # of KW Generatortrransformer E031 # of Fire Alarm Repairs E053 # Pool/Spa (Residential) E008 # Res. Smoke Detectors E032 # of Controls Master T.V. Antenna E054 # Pool/Spa (Commercial) E009 # of Electrical Feeders E033 # of Devices Master T.V. Antenna Repair to Existing System i E057 # Free Standing Sere: (incl. parking lot polesliawn sprinkler pump, etc. E010 # of amps Permanent Service E034 # of System. Cable T.VJ Satellite Dishes E059 # Sign Linear Neon Strips p/sq ft. EE011rvc # of amps repair Upgrd. Exist. E035 # of Systems Data Cables /Telephone Communication E060 # Sq. Ft. of Sign E012 # of Special Outlets E036 # of System New Sound & Intercom/ Repair Existing E061 # Repairs, reconnection E062 # Lighting Pole (Parking lot lighting from pole) Standard E013 # of KW Comm. Equipment E037 # of System New- Other E014 # of Boards El. Equipment E039 # of Systems Solar Photovoltaic Co # Light Pole Standard mercial E015 # of motors to repair/replace E040 # of Services Utility Electrical on public R.O.W. _Comm E065 # Exact AIC replacement Refrigeration plTons •• • `T • E016 # of Ln. FCC{jnxaritOu�tb3ak' ;• • • • • • • • • • ..• • • E041 # of Services Temporary for Construction / Asbestos Removal E043 # of Service for Temp for Test (30 days)2 Affidavits Rqd E066 # Replace/RelocateAIC Refrigeration p/KW. E068 #Central Vacuum p/system • • ' • • • " • E017 # of Ting ' " • "' " E018 # of t.�dergjound M,eakol • • • • • • • E019 # of cteer$ondins trIstaiS • . • • ' •: • • : • E044 # of Rides of Structure Specialty camival, fair..etc E045 # of Floors Energy Serv. Mgmnt. E071 # Smart House System • utt Sh sY 10050 N. E. 2nD F L 0 R 1 33138 7016 1370 0001 5883 7921- =,9527(0Z01%@468887 921 - _P9527®201%@468887 US POSTAGE $ 06.56® First -Class Mailed From 33138 02/03/2017 032A 0061803107 UNIVERSAL PLUMBING CORP MICHEL GARCIA 374 W 35 CT HIALEAH, NIXIE 333 CE 1 9182/88/17 RETURNS TO SENDER' NO SUCH NUMBER UNASLE-TO .FORWARD 39 1 a it BC: 33138238299 *2986-85458-83-44 �L�.�.lillllll��ll1�111111111��1111�11.111�.�11.11�11{�I�L�IIII��IIo SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY • Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. • Print your name and address on the reverse so that we can retum the card to you. • Attach this card to the back of themailpiece, or on the front if space permits. 1. Article Addressed to: CcQp 574 'WSJ. IA., - AH 330)L A. Signature X B. Received by (Printed Name) D Agent I 0 Addressee C. -gate of Delivery D. Is delivery address different from Item 1? D Yes If YES, enter delivery address below: 0 No 3. Service Type D Certified Mali® D Priority Mall Expre,s'" Registered. I Retum Receipt 0 Insured Mail 0 Collect on Delivery 4. Restricted Delivery? (Extra Fee) 0 Yes 2. ArtIci 7016 1370 0001 5883 7926 gran:_ PS Form 3811, July 2013 Domestic Retum Receipt iat.s0: 10050 N. E.2.D AVEN F LOR I 0 33138 1 1 i 1 1x 1 1 7016 1370 0001 5883 7896 US POSTAG $06.569 First -Class Mailed From 33138 02/03/2017 032A 0061803107 PHOENIX COOLING SYSTEMS 2221 W 69 STREET UNIT 1 HIALEAH, FL ?nII 333 NEE 1 815101®2/@7%17 FORWARD TIME. EXP R? TN TO SEND : PHOENIX COOLING SYSTEMS CORP 65 40 W 12TH AVE HIALEAH FL 3 3012 -6449 330 64:50141 RETURN TO SENDER IIIIIIIIIIIIIIIIIIIIIIIIIIIIII,1011111111111,101111m IU1161 IHOII 3 1O d013AN3j O d011V d3NO11S 33V1d, SENDER: COMPLETE THIS SECTION ■ Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the mallpiece, or on the front if space permits. 1. Article Addressed to: 13-tO rE.N.K COO u N 222 ( l o1/4 La e\ tel_. 33 000 COMPLETE THIS SECTION ON DELIVERY A. Signature x B. Received by (Printed Name) 0 Agent 0 Addressee L. C. Date of Delivery D. Is delivery address different from item 1? 0 Yes If YES, enter delivery address below: 0 No 3.rvlge Type MCertified Mall® 0 Priority Mall Exprees'" 0 Registered ill Retum Receiptfer-AAemmheaciiaa • 0 Insured Mall 0 Collect on Delivery 4. Restricted Delivery? (Extra Fee) 0 Yes • 2. Article Number (Transfer from servic 7016 1370 0001 5883 7896 PS Form 3811, July 2013 Domestic Retum Receipt UNITED STATES PiSERVICE 331 1. First -Class Mail ' Postage & Fees Paid USPS a Permit No. G-10 P34 -1 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2 AVE MIAMI S, FL 33138 )X' 12 `� l''l)rll��irl�f ti�i��l�e��f��1�t��it�lil�#i�►ijil'f�i� UNITED STATES POSTAL SERVICE First -Class Mail ' Postage & Fees Paid USPS. Permit No. G-10 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2 AVE MIAMI SHORES, FL 33138 12c-ic -l43Sr SENDER: •, COMPLETE .THIS SECTION COMPLETE THIS SECTION ON DELIVERY • Complete items -1, 2, and 3. Also complete iterri-4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. I■ Attach this card to the back of the maiipiece, or on the front if space permits. 1. Article Addressed to: 1-10.40A,- L ..l,6E lel C NC 161_,S Z Nu...) '1°i AV+. Pim Arey, 33094 A Signature X B. Received by (Printed Name) Date 0 Agent 0 Addressee D. Is delivery address different from item 1? In Yes if YES. enter delivery address below: In No 3. Service Type lid Certified Mali® 0 Priority Mail Express - 0 Registered 'k Return Receipt4er a ereNamiliaw 0 Insured Mail 0 Collect on Delivery 4. Restricted Delivery? (Extra Fee) 0 Yes 2. Article rj ,1 7016370 0001 5883 7919 (Transfer A PS Form 3811, July 2013 SENDER: COMPLETE THIS SECTION Domestic Return Receipt • Complete items 1, 2, and 3. Also complete item 4 If Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the maiipiece, or on the front If space permits. 1. Article Addressed to: UNN Arm (oP.4)01:7 InrC `72:7,r Sip si re,kAM331 co COMPLETE THIS SECTION ON DELIVERY is R eived by (Printed Name) C. Date of Delivery -7/7 D. Is delivery address different from item 1? 0 Yes If YES, enter delivery address below: 0 No attire r 0 Agent 0 Addressee 3. Service Type Certffied Mali® In Priority Mail Express"' Registered gj etum Receipt 0 Insured Maii 0 Collect on Delivery 4. Restricted Delivery? (Extra Fee) 0 yes 2. Article Nui (Transfer fl 7016 1370 0001 548-3 7902 PS Form 3811, July 2013 Domestic Return Receipt