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RC-17-2445 Permit NO. RC-10.17-2445 Miami Shores Village t Permit Type:Residential Construction 10050 N.E.2nd Avenue NE r � �� ' . .,. fication:Garage Enclosure Miami Shores,FL 33138-0000 PPhone: (305)795-2204 Permit Status:APPROVED FCORiDp' issue Date:1211812017 Fxpiration: 06/06/2018 Project Address Parcel Number Applicant 113 NE 105 Street 1121360050100 Miami Shores, FL 33138-2032 Block: Lot: ANNIKA ASHTON ERIC HERNAh Owner Information Address Phone Cell ANNIKA ASHTON ERIC HERNANDEZ 113 NE 105 Street (954)554-0418 MIAMI SHORES FL 33138-2032 Contractor(s) Phone Cell Phone Valuation: $ 30,000.00 WILCON CO (786)399-8855 ......... . w_ �. Total Sq Feet: 220 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Review Electrical Date Denied: Review Electrical Type of Construction:CONVERSION OF GARAGE TO DE Occupancy:Single Family Review Building Stories: Exterior: Review Structural Front Setback: Rear Setback: Review Mechanical Left Setback: Right Setback: Review Planning Bedrooms: Bathrooms: Review Plumbing Plans Submitted:Yes Certificate Status: Certificate Date: Additional Info:CONVERSION OF GARAGE TO DEN Bond Return: Classification:Residential Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Owners Bond $500.00 Invoice# RC-10-17-65334 CCF $18.00 10/12/2017 Credit Card $200.00 $ 1,421.50 CO/CC Fee $50.00 DBPR Fee $13.50 12/08/2017 Credit Card $921.50 $500.00 DCA Fee $9.00 12/08/2017 Check#: 1079 $500.00 $0.00 Education Surcharge $6.00 Bond#:3586 Permit Fee $900.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $21.00 Technology Fee $24.00 Total: $1,621.50 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRI AL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. i OWNER4Authi c i that all foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructn F h re, u riz the above-named contractor to do the work stated. December 08, 2017 j i I LUT:� 11 A licant / Contractor / Agent Date Building DepartmeNtit C Py December 08,2017 1 Miami Shores Village RECEIVED L BuildingDepartment p OCT pan 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 If ' Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC -2-0 1q BUILDING Master Permit No. QC R ZQus PERMIT APPLICATION Sub Permit No. N BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS:_j /o S S-"", City: Miami Shore / r County: . Miami Dade Zip: � 3i -?R Folio/Parcel#: ZZ - < 13 h -oo,> -Ol aU Is the Building Historically Designated Yes NO _ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder):,* '�11 kil� Phone#: Address: /vis: /OSSA City: -State: �� Zip: Tenant/,Leesseee,,Nam,� 1e: Phone#: ?969 '1 S6 � T Email:—��enF�,y CONTRACTOR:Company Name: 'ikl I CDk 6• � Phone#. , Address: "/G 6/�/� j�•�G//� iel� 2 City: &M lavLl S -State: Zip: �lJ Qualifier Name: 1A C i_V (L.JI_ Ca 4 1 7j Phone#: State Certification or Registration#:, G /Ti�i�z Certificate of Competency#: DESIGNER:Architect/Engineer: �AnLo�_�S R Phone#: ',7-7' Address: �L- Z �! 6 City: State: Zip: .Value of Work forth sPermit $ 3 0� 4 00 { Square/Linear Footage of Work: i C,I;Type of Work: `��'�`Add(tion ❑ Alteration El New ❑ Repair/Replace. ❑ Demolition i.:.i♦ "//`mo�i�i�Y ./Aw�. 1 I?(Description of Work:' v iACS t oN D� cf Of/�t�i•� Q '�c) /�— M s. i Specify color of color thru tile: Gm r�� n� Submittal Fee$ �M,_�Permit Fee$ -I W � CCF$ f� t CO/CC$ _l'' w Scanning Fee$ Z� ' Radon Fee$ Q DBPR$ r3"801 Notary$ Technology Fee$ 2�. 6o Training/Education Fee.? Double Fee$ Q, Structural Reviews$ •W Bond$ 'Sm 'co TOTAL`FEE'NOW DUE$ 92-1 . ED- (Revised02/24/2014) ' / 2-1 . I �s Bonding Company's Name(if applicable) Bondirig Company's Address City f F State Zip Mortgage Lender's Name(if applicable) 4 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 IMPROVEMENTSTOYOUR"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 commencer �t must be posted of the job site for the�first-inspection`which occurs seven (7) days after the building permit is issued. In the nce of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature— VI t- . OWNER or AGENT NTRACTOR The foregoing instru nt was acknowledged before me this The foregoing instrument was acknowledged before me this g day c 20 by �� __ day of. .014/ 20 by 1L1� 0tANwV De,Z who is personally known to A•.W'. who is personally known to me or who has produced as me or who has produced = as in identification and who did toLRol ] �yy ��►J�}{y��kation and who did t :; c.-State ut`�01�01�RY PUBLIC ��r , �` DENA CRUZNOTARY PUBLIC: Notary Public-State of F1or(daMy omr. LxplresApr7,2:19 Commission#FF2045"3 Eons ;Ithirn p;. J4I:x�al Nnt yAssn. �, .._- e �. W. p fres Apr J,201 Print: rGIIJf�s13 Print: C(WZ Seal: Seal: *********s***#***•r*r**r*******r s**�f** ***as*r*srs**ss*s*#s***ss*****ss*s***s***�****r*ss***sss*s**s:*s*s** 1' APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) h SNORES h also lots camt. SLrej ViLlaige `'�•Nr� E' rte`• t 10050 N.E. SECOND A'I9 Y '1 ��OR1DA MIAMI SHORES, FLORIDA 33138-2382 Telephone: (305)'795-2207,1, Fax: (305) 756-8972 ' DAVID A. DACQUISTO,AICP PLANNING 6 ZONING DIRECTOR 1 DEVELOPMENT ORDER 1 File Number: PZ-8-17-201748 Property Address: I13 NE 105`h Street ,+ Property Owner/Applicant:Eric Hernandez and Annika Ashton Address: 113 NE 105`h Street Agent: It William Cruz Address: 9636 NE 5`h Avenue Road, Miami lShores, FL,, r 3 Whereas,the applicant Eric Hernandez and Annika Ashton(Owner), has filed an application for,site,plan'review before the Planning Board on the'al;&ve property.'The 'applicant sought approval as follows:-Pursuant to Articles IV, V and VI'of Appendix A Zoning,rSec. 400 Schedule of Regulations and Sec. 600.•Site plan review and approval required. Garage conversion. Whereas,,a public hearing was held on September 28;2017 and.the Board,'after having considered the application and after hearing. testimonyi:and `reviewing the .evidence entered, finds: ' y ; � ++ .moi -�!' . + J .rt,j +f• , e- .. I. The application was made,in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing- merit consideration and are consistent with the requirements of the Land, Development Code. x The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Approval is granted,as,shown on the plans submitted and made a part of this approval. 2) Applicant to maintain two(2) legal parking spaces on site. Page 1 of 2 q 'r? ,3) Applicant to apply for-and-obtain all'required"building -permits from the Building Department before beginning work. �r �iN t i 4) Applicant.to apply for and obtain all necessary permits1 and-approvals from outside agencies.-- , 5) An erosion and sedimentation plan subject to review and approvaltbythe',- building official is required and must be submitted to the building official with the building permit application. Properly installed soil erosion measures,(silt fences, straw barriers, etc.) and anti-tracking area at all construction entrances are required to be put in place and maintained if:g'roun'd'c"over'i's'remdved{or as required by the building official. Required erosion controlmeasures must be in place prior to footings inspection. 6) Applicant to obtain all required permits and approvals°from the Miami-Dade Department of Regulatory and Economic kesources, EnvironmentalPlan Review Division (DRER, EPRD) and the Miami-Dade Department of Health (DOH/HRS)as required. 7) Applicant to meet all applicable code provisions at the time of permitting. 8) Applicant to complete a covenant in the form of a "Declaration of Use" assuring the property is used only for a single*family'purpose, recorc"'tlie covenant with the Mianmi--Dade County',Rec'oider and provide the planning director with a copy of the recorded document prior to the final inspection by the Building Official. ,9) This zoning permit will lapsel andbecome invalid unless the work for which it was approved is started within,one (1) year of the,signing of the development order by tliel board7 chair, or if,the work,authorized`by it is suspended,or abandoned fol•a period of at least one(1)year. , The application,with condition's.was ipassed grid adopted this -28'h day of,Sepfember; 201,7.by the Planning iand Zoning,Boar'd-as follows:, Motion to approve subject to Staff's recommendations by Mr. David Snow. ;,Seconded,by Ms. Irene Hegedus and the vote passed"4=0:".".�'I1, } t :P , j _. . , ► , Mr.'Sriow r "'Ye's Mr: Busts '' Y Yes' Ms. Hegedus Yes Chairman Fern ndez. Yes at, �d �� Z 0 (/7 Date ' "" s" ichard M. Ferndez , Chairman, Plann ng Board " Page 2 of 2 " WILCON CO. + GENERAL CC) CTOR CON LICENSED& NSURF-D CBC$ i57Z648 WILLIAM CRUZ DESIGN-BUILD 9636 HE STM AVE RD. CEL.786-399-8855 MIA,4, SMOUrA FL. 33138 OMCK 30S-4"9982 Date: WCRUZ23(PHOTMAIL.00M _ f Stale of County of Dade Before me this day pelrson t appeared ` �[`�i j/l��tiv� who, beim-duly sworn, deposes and says: k That he or she will be the only Ring on the project at � �J AI�� Icy S J�'t avli SOS Swom to( or affirmed)and subscribed before me this 3 day of €k- - ,20_L�t by Personally Know Or produced iden#ilication Type of RV PR!, DEKke Uz �•C .votary Pubiic-State of Flor da: 4 »_ mission 74 4454 ti•''�o ?�;:' Oy,,mm.Expires g ` '� ° BW through National f��n Prins, type or stamp of�#otary 1 f f { S�ORrFs �, �ZiG 1932 Miami Shores Village Building Department 10050 N.E.2nd Avenue ��ORIUp` Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 a 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. Signature: Owner <Pa�'°�ao GENA CRUZ I :r+ o= Notary Public-State of Ficric: '� �•= COMMISSion#FF 204543 M State of Florida My Comm.Expires Apr 7,201; Bonded through National Notary Am:_ County of Miami-Dade The foregoing was acknowledge before me this_� day of ( Q+— 20=O-- - - By who is personally known to me or has produced as identification. Notary: SEAL: t M IAM I•DADE MMI—DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy ES Windows,LLC 3550 NW 49'b Street Miami,FL 33142 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction lµ 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."may ...... immediately revoke, modify, or suspend the use of such product or material within their jug sdictlon. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade CowA Produee nci trol ..•••• Section that this product or material fails to meet the requirements of the applicable buildtt Lode. • go This product is approved as described herein, and has been designed to comply with tN'I''loridagBuilding • .... Code, including the High Velocity Hurricane Zone. ' SCRIPTION• Series "1000/1050"Aluminum Single Hung Window-L.M.I. ...•• •• ...••• APPROVAL DOCUMENT: Drawing No. W03.56, titled "Series-1000/1050 Alum'Si$Ale Hung Wdw. (L.M.I)", sheets 1 through 8 of 8, dated 07/31/03, with revision K, dated 10/11/16, prepared;by ALFareogq • Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade Coupty Product Control •••' Revision stamp with the Notice of Acceptance number and expiration date by the Xua&bade ICdwnt 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, BARRANQUILLA, COLOMBIA S.A., series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been t 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 the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0129.03 and consists of this page 1 and evidence pages E-1, E-2 and E-3, f as well as approval document mentioned above. r The submitted documentation was reviewed by Jorge M.Plasencia,P.E. OA Nier 013.09 MIAMWADE COUNTY Expiration Da e: ove , Approval Date: January 19,2017 Pagel F ' � 3 4 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-1008.05) 2. Drawing No. W03.56, titled "Series-1000/1050 Alum. Single Hung Wdw. (L.M.I)", sheets 1 through 8 of 8, dated 07/31/03, with revision K, dated 10/11/16, 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;W1 1 •••••. 6) Forced Entry Test, per ASTM F 588-04/ OZ.and per FBC'2411 • 3.2.1, TAS 202-94 •••••' ' ' along with marked-up drawings and installation diagram of a 'ariuninun%* single •' • hung window, prepared by Fenestration Testing Laboratory, In;y fest Rep qs`Iyo. ••.. FTL-5815 and FTL-5337, dated 02/13/09 and 01/25/08 respectively'-both sigd an ned sealed by Michael R.Wenzel,P. E. ;•••" ••• (Submitted under NOA's No. 09-1008.05 and 07-0928.14) • 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 FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, per ASTM F 588-04/ 07 and per FBC 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI- 05-1448 and HETI-05-1953, dated 04/22/05 and 04/25/05 respectively, both signed and sealed by Ivonne Ghia, P.E. (Submitted under NOA No. 05-0720.01) r 4 Jorge M.Plasencia,P.E. oduct Control Unit Supervisor NOA No.16-1013.09 Expiration Date: November 06,2018 Approval Date: January 19,2017 4 E-1 i i z t ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 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) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, per ASTM F 588-04/ 07 and per FBC 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single -' hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3820 and FTL-3806, dated 06/09/03, signed and sealed by Joseph C. Chanj.E. (Submitted under NOA No. 03-0910.03) : C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complyi4g'with FBC', 5th ••': Edition (2014), prepared by Al-Farooq Corporation, dated 10/231iVand rc;Ava•on ••:". 07/14/15, signed and sealed by Javad Ahmad,P.E. • (Submitted under NOA No. 15-0129.03) '• ' 2. Glazing complies with ASTM E1300-09 •••••• •••••' D. QUALITY ASSURANCE • ' ••• 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers", dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Butacite®PVB Glass Interlayer",dated 04/25/15, expiring on 12/11/16. Jorge M.Plasencia,P.E. Pr duct Control Unit Supervisor NOA No.,16-.1013.09 Expiration Date: November 06,2018 Approval Date: January 19,2017 E-2 E S Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), and of no financial interest, dated October 23,2014, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 15-0129.03) 2. Laboratory compliance letter for Test Reports No. FTL-5815 and FT1-5337, issued ' by Fenestration Testing Laboratory, Inc., dated 02/13/09 and 01/25/08 respectively, both signed and sealed by Michael R. Wenzel,P. E. (Submitted under NOA's No. 09-1008.05 and 07-0928.14) 3. Distributor Agreement, dated 04/04/16, signed by Carlos Garcia and by Andres Chamorro. 4. Laboratory compliance letter for Test Reports No. HETI-_05-1448 & HETr.�0&A'g53. ....... issued by Hurricane Engineering & Testing, Inc., dated 04122/M ands QA125/05 • .....• respectively,both signed and sealed by Ivonne Ghia,P. E. .... (Submitted under NOA No. 05-0720.01) •""� 5. Laboratory compliance letter for Test Reports No. FTL-3820 and•PFL-38th•issued .••••• by Fenestration Testing Laboratory, Inc., dated 06/09/03, both sigr2�d and srzled by •• Joseph C. Chan,P.E. ••.� ;•• . � .. (Submitted under NOA No. 03-0910.03) ' ' G. OTHERS '•••• 1. Notice of Acceptance No. 15-0129.03, issued to ES Windows, LLC, for their Series "1000/1050" Aluminum Single Hung Window -L.M.I.", approved on 07/30/15 and expiring on 11/06/18. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.16-1013.09 Expiration Date: November 06,2018 Approval Date: January 19,2017 E-3 t E { f 1/8'ANN. GLASS , SILICONE DOW CORNING 795/983 8` MAX, 10" MAX. » 090" Interlayer HEAD SILL app------ H��EAD/SI--LL Sen las z 10"MAX. 6" MAX. CORNERS A I I a0 0 By 'Ku aray Americo. Inc.' t1 HEAD/SILL CORNERS 28 M V 1/8•ANN. GLASS BA ;i (SURFACE NT1INS /� Q i n aL MAY BE USED 1. 10 O SILICONE I� p /. Q J N In �u DOW CORNING 795 II II m °• %/ a yNy1I m p II II N O 0 C _ I a - N ALT GLAZING OPTION tm o ° u n c4 \ O&c p SQUARE GLAZING STOP CAN BE USED B n 0-3 c WITH ALL GLASS TYPES SHOWN ON x II n o o IS SHEET. Ma H i Cyp v'�� iY AT 1/4 POINTS ON LITES z II it m M m n. .rJ t7 ra J w 21 WIDER THAN 36" m _____ it x n O a W m f Qt w a II GLASS TYPE 'A' m= -----=r+_ __� EQUAL LITES WINDOWS UNEQUAL LITES (ORIEL TYPES)WINDOWS ,�N DESIGN LOAD CAPACITY - PSF (EI-RISE SILL) DESIGN LOAD CAPACITY - PSF (III-RISE SILL) STANDARD HEAVY DUTY STANDARD HEAVY DUTY TOP RAIL TOP RAIL TOP RAIL TOP RAIL O CLASS TYPE MASS TYPES GLASS TYPES GLASS TYPE ' GL'ASS TYPES ' 'GLA'S'S'TY'PES O h j WINDOW DIMS. 1' , C',' k 7:' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) WIDTH HEIGHT EXI.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) 1NT.(-) a f tL N 1 8' 70.0 80.0 80.0 90.0 80.0 90.0 19-1/e' 70.0 80.0 80.0 90.0 80.0 90.0 19-1/8' �g N � � i 26-1 2 70.0 80.0 80.0 90.0 80.0 90.0 `);i1+ 28-1/2" 70.0 80.0 80.0 90.0 80.0 90.0 �F /" a N 37" 28" 70.0 80.0 80.0 90.0 80.0 90.0 i� % o.I 37" 50-5/8' 70.0 80.0 80.0 90.0 80.0 90.0 C 42' (3) 70.0 80.0 80.0 90.0 80.0 90.0 = = u,< 42' (5) 70.0 80.0 80.0 90.0 80.0 90.0 G H 1e 49' 70.0 80.0 80.0 90.0 80.0 90.0 n - 49' 70.0 80.0 80.0 90.0 80.0 90.0 (f O a�q 53-1/8" 70.0 1 80.0 80.0 90.0 80.0 1 90.0 It 53-1/B" 70.0 74.0 80.0 90.0 80.0 90.0 a 0 O Q 19-1/8" 70.0 80.0 80.0 90.0 80.0 90.0 19-1/8 70.0 80.0 80.0 90.0 80.0 90.0 26-1/2' 70.0 80.0 80.0 90.0 80.0 90.0 P�� 26-1/2" 58" 70.0 80.0 80.0 90.0 B0.0 90.0 37" 38-3/8" 70.0 80.0 80.0 90.0 80.0 90.0 -�_I W 37" (5) 70.0 80.0 B0.0 90.D 8000 90.0 a�IC j U. 42" (4) 70.0 80.0 80.0 90.0 80.0 90.0 42' 70.0 80.0 80.0 90.0 80.0 90.0 4 Z O- 0 49" 70.0 80.0 80.0 90.0 80.0 90.0 49" - - - - 80.0 90.0 53-1/8' 70.0 80.0 80.0 90.0 80.0 90.0 19-1/8" 70.0 80.0 80.0 90.0 80.0 90.0 Q W 0 f 19-1/6" 70.0 80.0 80.0 90.0 80.0 90.0 26-1/2" 63' 70.0 80.0 80.0 90.0 80.0 90.0 ---------------- 26-1/2' 70.0 80.0 60.0 90.0 80.0 90.0 37" .(8) 70.0 80.0 80.0 90.0 80.0 90.0 37" 50-5/8" 70.0 80.0 80.0 90.0 80.0 90.0 42' - - - - 80.0 90.0 't 42" (5) 70.0 110.0 80.0 90.0 80.0 90.0 19-1/8 88 70.0 80.0 80.0 90.0 80.0 90.0 49" 70.0 80.0 80.0 90.0 80.0 90,0 26-1/2" (6) 70.0 80.0 80.0 90.0 80.0 90.0 53-1/8' 1 70.0 80.0 80.0 90.0 8000 90.0 37" - - - - 80.0 90.0 = n 19-1/8" 70.0 80.0 80.0 90.0 80.0 90.0 19-1/8" 74-1/4" 70.0 80.0 80.0 90.0 80.0 90.0 26-i/2" 70.0 00.0 80.0 90.0 80.0 90.0 26-1/2' (7 1 70.0 1 80.0 1 80.0 1 90.0 1 80.0 90.0 J w F 37' 58" 70.0 80.0 80.0 90.0 80.0 90.0 * NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. s of 42' (5) 7D.o 110.0 80.0 90.0 80.0 90.0 LIMIT EXTERIOR(+) LOADS TO 70.0 PSF FOR STD. SILL. 4 3 a 49" 70.0 80.0 80.0 90.0 80.0 90.0 BOO r7 j� 53-1/8" 70.0 80.0 80.0 90.0 80.0 A 70.0 80.0 80.0 _90.0 80.0 90.0 g Z t+J- 0 28-1/2' 70.0 80.0 80.0 90.0 80.0 90.0 I 0= 37' 63' 70.0 80.0 80.0 90.0 80.0 9D.0 W M 42" (6) 70.0 80.0 80.0 1 90.0 80.0 90.0 N 49" 70.0 80.0 80.0 1 90.0 80.0 90.0 5 5A 5A.1 t•=� 53-1/8' 70.0 80.0 80.0 90.1) 80.0 90.0 19-1/8" 70.0 80.0 80.0 90.0 80.0 90.0 ¢ 4 4 ' 26-1/2' 70.0 80.0 80.0 90.0 80.0 90.0 37' 68" 70.0 80.0 80.0 90.0 80.0 90.0 a os 42' (6) 70.0 80.0 60.0 90.0 80.0 90.0 ` P g 49' 70.0 80.0 80.0 90.0 80.0 90.0 v 53-1/8' - - - - 80.0 90.0 yS � 80.0 90.0 80.0 90.0 u 5 z 26-1/2" 70.0 80.0 80.0 90.0 80.0 90.0 NOTE: BID, TOP RAIL }IEppy DT71'Y TOP RAH. GLASS CAPACITIES ON THIS SHEET ARE a-t 80.0 90.0 80.0 90.0 S_tppp s-t000 BASED ON ASTM E1300-09 (3 SEC. GUSTS) 42• (7) 70.0 80.0 80.0 90.0 80.0 90.0 •• AND FLORIDA BUILDING COMMISSION o d as" - - - - *C)• • 5C. DECLARATORY STATEMENT DCA05-DEC-219 o 80.0 90.0 58 ••• •• • - 53-1 8' lei I- - - - 80.0 90.0 Y.• • • • • • c ED 26-1/2- - - - - 800 90.0 • •.0 90.0 � •• • • •• asRcoompllyi gR-1th thelorida ```��1111t111A...... Code �P�... • Building i� q •° o 37' Bo' - - - - 80.0 so.o � NOA-No. 16.1013.09 � '• •1? � � \ � ¢2, _ (7) - - - - - 80.0- 90.0 - - `- = g 49" - - - - 80 0 90 D Expiration Date 1 1/061201 8 _ _. .. ` 0*0 NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. • ••• • • • • • Y • • • • • By_ -0 de Produet control O LIMIT EXTERIOR(+) LOADS TO 70.0 PSF FOR STD. SILL. • • • • • • "O'., S7ATEoF drawing no. • •• Ftoa�o�.• W03-56 S-1050 STD. TOP RAIL • •HEAVY If11T'Y Tot RAIL OCT ! �i/'S•''•••• �,e(�� 5-1050 ••• S-1050 ... 2018 �7iis�®�A�.�1�`� I/I11I1111\ sheet 2 of 8 • 00 see ' � t TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING ELEV. FOR SPACING I I BY M WOOD BUCK �S Z q r na Ed 'a a .. METAL MIAMI-DAOE COUNTY APPROVED 3 = O ` e • STRUCTURE �S' MULLION h MULLION ANCHORS Ed 3 i S TE NOA NO ? a IL SEE EPARA 8 \ N ' � Ed Ed O g o: O i p U L N 0�i'm m Ot 0°gym B I = TYPICAL ANCHORS OF&C m a ^ TYPICAL ANCHORS SEE ELEVS. O p 1—7i. SEE ELEVS. FOR SPACING FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS 0 t it MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM m U)o N AND TRANSFER THEM TO THE BUILDING STRUCTURE. u'5 w TYPICAL ANCHORS: SEE ELEV. FOR SPACING 'y aa�f Q. 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy=155 KSI) c- 4 } INTO 2BY WOOD BUCKS OR WOOD STRUCTURES n i- 1-1/2" MIN. PENETRATION INTO WOOD g n I.i 5A.1 TH RU 16Y BUCKS INTO CONC. OR MASONRY tt „ I I' 1-1/4" MIN. EMBED INTO CONC. OR MASONRY D II �FiVF�V�I DIRECTLY INTO CONC. OR MASONRY97 = 1_1/4" MIN. EMBED INTO CONC. OR MASONRY J LLJ 414 SMS OR SELF DRILLING ING SCREWS (GRADE 2 CRS)lmj 4 OINTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK.ALT D INTO METAL STRUCTURES o 0 M o _ O I IIIJJJ : 12 GA. MIN. F = 36 KSI MIN,) b q! STEEL ( Y � Z_ a 4 y ALUMINUM : 1/6" THK. MIN. (6063-T5 MIN.) S a 14 1 14 a I 14 ( (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) a-n �,�¢.. - ANCHOR EDGE DISTANCE g LJ rt� INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. W 1 0 = I c z I INTO METAL STRUCTURE = 3/4" MIN. i z WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f c = 3000 PSI MIN. Q � s � o i' o C-90 HOLLOW/FlLLED BLOCK AT JAMBS f'm - 2000 PSI MIN. a z is - og tt 5 D i! SEALANT: t g n03 �rc ALL JOINTS AND FRAME CONNECTIONS SEALED WITH i I SCHNEE MOREHEAD SEAM SEALER SM5504. 1 I g i I 011 � a $ ^ ^ tee 1 v - u tD i �N�*$ WEEPHOLES: ° ° , e . o tt s- _ o Wt I 9 �N-+-•o I M�fla • • e • ••W1 = 1-1/2' X 3/16" WEEPHOLES AT 4" FROM EACH END _ y W2 15 r So C1 2A ••• •fb i•o ` • W2 1-5/16" NOTCH AT EACH END `ttt11111AAAAY © • • • • • ••• • PRODUCT REVISED �� P•D. 'ii "q 2 • .• • ••• •• • • •• as Building IyI g•with the Florida VcE e NO'A-No. 16-1013.09 _ Z0592 S = °a ' a - • e•• Expiration Date 11/06/2018 = - a g 3 ee• • 4 1 .19 v • •�m • • • • Miam Produc!Control %0•• �i TE OF .4,0 drawing TYPICAL ANCHORS Ed 6 v • •• �ii BRIE'r5'–)10 0 • OCT ag g�jftgC '�i�•''••..... G�,*[,y�� W�3-56 SEE ELEV. • • VT WITH SPRING LOADED LATCHES 7 GBic1 '��SS�oWAI. " Ed FOR SPACING ••• AAATAIiltttt�` sheet 3 of 8 • • • 1 •e• 0 1•••1 TYPICAL ANCHORS Ou SEE ELEV. FOR SPACING m 'By 1 I WOOD BUCK Z m 3 Ed A e C• e e � 0� 0 - a got � FU?R �a = a � § LI Yi 0 m cg Q W LL a0 O•. "' . li.I 1 1 t ii f ii is u� i I. 96 9 OP110NAL TO ii 11 9B 9 OPTIONAL TO - 9B OPTIONAL TO d n BOTTOM LATCH p P I BOTTOM LATCH D BOTTOM LATCH ; 8 8 g m v x 4A 56 4A O � � ALT. Y p j 1 u�-i O dam'rMj 3 I 14 p j 79 11 19 \ Z 3 J m 1 1 L o O .M. w_ VIN Q J W 1 1 R Wr>� � -4 d J F- I' � II YO I II C0C e $In E I. $" O II O o 17 8 O! us} '� � g ii I r o5� 3 � I � o ps 4 1 t y.-,'m yaN � n Wt ; 14 H�va i gym •• nOroddn • • - - o c '�I O • • i Coi OW2 is N W o O • • • • • • PRODUCT REVISED C+ C • •• • • • • ••• •• as complying with the Florida ``\\\\®111 t Itt��''' 2 • • • • • • • •• Building Code �� P ..!�� • • • NOA-No. 16-1013.09 `�. � .• , ; N _ ExpirD ation ato 11/0612018 7 nl �2 6 • BY `YY! x °'" .. • 000 a N • • •�• Mlam D7'Produet Controlaiw 9 a o _ • • • • ®••. ATE OF =!S/ drawing no. g • TYPICAL ANCHORS 6 - • •• • RIES 1050 ,, S+S;••...... `. W03'-56 Ed FSEE ELEV.OR SPACING Ed ••• • VENT WITH SWEEP LATCHES1 • OCT1 tU lU T1'SM 9 PART/ REQD. DESCT21P710N MATERIAL MANF./SUPPL�R/[SSMAR&4 4ftV 0 1 E51001 1 FRAME HEAD 6083-T6 I 2 E51002 1 FRAME SILL (STD.) 8063-T6 - z 3 2A ES1101 1 FRAME SILL(HI-RISE) 6063-T6 - C y • 3 ES1003 2 FRAME JAMB 6083-T6 - H a 4 ES1005 1 FIXED MTG. RAIL (FOR SPRING LATCH) 6063-T6 - 4A ES1051 1 FIXED MTG. RAIL (FOR SWEEP LATCH) 6063-T6 - 5 ES1004 1 STD. VENT TOP RAIL(FOR SPRING LATCH) 6063-T6 - 5A ES2004 1 HEAVY DUTY VENT TOP RAIL(FOR SPRING LATCHES) 6063-T6 - O y M LL 5A.1 ES2004A 1 HEAVY DUTY VENT TOP RAIL(FOR SPRING LATCHES) 6063-T6 ALTERNATE TO SA C 58 E51052 1 STD. VENT TOP RAIL(FOR SWEEP LATCH) 6003-TB - n�' ¢M MIAMI-DARE COUNTY 5C ES1053 1 HEAVY DUTY VENT TOP RAIL(FOR SWEEP LATCHES) 6063-T8 - S a APPROVED MULLION TYPICAL ANCHORS 5C.1 ES1053A 1 HEAVY DUTY VENT TOP RAIL(FOR SWEEP LATCHES) BO6J-T8 ALTERNATE 70 5C VVVVX y INY p SEE SEPARATE NOA SEE ELEV. FOR SPACING 6 ES1006 1 VENT BOTTOM RAIL 6063-T6 - Q�:) F 4 z0�sol 7 ES1007 2 VENT SIDE RAIL 6063-T5 - 8 ES1005 AS ROD. GLAZING BEAD 6063-T6 - Q W O E 8A ES1103 AS ROD. SQUARE GLAZING BEAD 6063-T5 - O 9 ES1009 I 2/VENT SPRING LOADED VENT LATCH 6063-T5 AT 6"FROM ENDS 9A 3032 2/VENT SWEEP LATCH ZAMAK AT 11`FROM ENDS h o ® ® 0 98 Y8 X 1- 2/ LATCH LATCH INSTALLATION SCREWS - FH SMS n 10 ES1012 i/LATCH LATCH SPRING ST. STEEL - 11 ES1010 AS READ. GLAZING WEDGE SOFT PVC DUROMETER 7015 SHORE'K o x n - '-'- - 11A 27-425 AS REOD. GLAZING GASKET EPOM DUROMETER 60!5 SHORE 'A' 0 0 12 08 X 1- 20 FRAME k VENT ASSEMBLY SCREWS CRS PH SMS J W 13 ES1D11 2/VENT SASH CMM CELCON - H WINDOW WIDTH WINDOW WIDTH 14 4J620-1137 AS REOD. PILE W'STRIPPING WITH PLASTIC FIN - AMESBURY OR EQUN. a 3:N`t rn M n 15 0300X190 AS READ. FRAME SILL W'STRIPPING - Q-LON2 0 . , s. 16 — 2/VENT BLOCK k TACKLE BALANCE SERIES 120 BY BSI Z 3 J iO 17 - 2/VENT SPIRAL BALANCE - - Z LL o 18 ES1013 2 SASH STOP - - N Q v TYPICAL ANCHORS 19 ES1505 - FLUSH FRAME ADAPTER 6063-T5 OPTIONAL fg W M d SEE ELEV. FOR SPACING 20 1 5/16' BOX SCREEN - OPTIONAL 0 21 27-372 2/LITE ;6.E SETTING BLOCK, 7/16" X 3/16"X 3-1/2'LONG DM DUROMETER 75±5 SHORE A 1/4"MAX. O VENT WIDTH 1/4'MAX. SHIM SHIMS S g Q (3 OPTIONAL 17 c g 181' 1/4" MAX• TYPICAL ANCHORS 16 14 WOOD BUCKS SHIM SEE ELEV. FOR SPACING a o.• e 3 � 8 O ___ •• =.•�9. 1••L�l••MNC•H•• METAL STRUCTURE • .0 (IRS Xi • �.. �or o_ •Ela'. • ' A\11111111111 . ap •FOR•SPACIN01• ��.A AN, 11 PRODUCT REVISED ;�` �.••,'•'"' �� 'n •� o 12 EXTERIORas complying with the Florida 3 8 Building Code g D.L OPG. • /. .y •0• ••• •0• NOA-No. 16-1013.09 _ 70692 • • r • • • • Expiration Date 11/06/2018 WINDOW WIDTH • • • • • • - O ••• • • • • • Miami- product Con�tro STATE OF •4j drawing no. SERIES-1000 "Z0RMOP' ' _N —I ''-• SERIES-1050 ��T "'s& /��''s`/��i�®NA1.i ��. 9W0 5 058 . . • . . . • . . . . .. •• . • • .. •• •e• • • • ••• • 0 y�U w W TYPICAL ANCHORS fO SEE ELEV. FOR SPACING TYPICAL ANCHORS LERE115R SPACING Z j METAL MIAMI—ME COUNTY APPROVED 0 ►- g j STRUCTURE MULLION & MULLION ANCHORS F Ed SEE SEPARATE NOA0 Ed 0 w O tap 0=yr+ p o .19 O N N T9 O y 0 O N y z Q W Z J ALT. TYPICAL ANCHORS Z M a g SEE ELEV. FOR SPACINGO m J l Q bumf k' O 3 v�1 v � n� n 3 1O z .. s U n JLjof V)V) n OD 4m 1/4" 1/4'MAX" ALT. SHIMS o Z 3 J s < V)Lo 4' g WA)m0 O O -.p'•a.. 0$o�s8 V�'.�Vti 4 TYPICAL ANCHORS •• ••• • SEE FOR"ACING a • FALT. • • • • rcBi D - - • N 19 �' • • •• • • • • • 0 _ c w ••• •• a•: ••• ••• PRODUCT REVISED as complying with the Florida `` I'°�..-... Q •h ... Building Cod i NOA-No. a 16-1013.09 c — • ••• ••• ••• • •-• 0•• .70992 v o FJcpinHon date 11/06/2018 .. Ed. ' • • • • • D n TYPICAL ANCHORS • • • • • • • ' - ' - SEE•ELEV. FOR SPACING e • • • • • • • • BY c ---� �` 0 • • •• • ••• •• ••• •• NllamhD a Product Control • • • • �® •.• ATE OF 6u� drawing no. INSTALLATION DETAILS�Ii FLUSH FRAME ADAPTER '�,Sa�*� ��•` OCT 2016 ®iNlelt��` sheet 6 of 8 • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 000 0 • A �I-2.330 .8ONS 1.730 1.130- ��u f .062 2.190 �•I.328 h- .969 062 1.J44 .062 1.344 .062 .5F9.250 Z.719 813 .770 .500 2.063 I 2063 0L 813 813 2 `p 2.392 i 2.268 C I 3 I 11 GLAZING WEDGE 0` $ �i .930 �i .930 `�- O SCALE 1:1 a Q FRAME HEAD 19 FLUSH FRAME ADAPTER STD. VENT TOP RAIL STD. VENT TOP RAIL Q�j y OS SB BASE POLYMER 0 EPDM RUBBER 2.188--( .613 SERIES-1000 SERIES-1050 DENSITY= 10.26 Lbs/Gal V p 1630 HARDNESS = 70t5 (7 0 cNi 1.630TENSILE STRENGTH = 905 PSI C 930 ELONGATION AT BREAK a 273% pI 1.122 .930 1.130 BRITTLENESS STRENGTH - 1.R43 Kip/40.1 F z 0 �t COMPRESSION SET= 27X (22h0158'F) 2.330 I t'(�(,},'�II�� 1.230 1.427 1.250 UU1J 1.250 .oao y 002 .�. 1.400 Q , f 1.242 .147 2.063 .153 2.063 O .760 .062 .082 k-1.344 J I II --1.562 �I.582 1q I FRAME JAMB Q VENT LATCH n ® H.D. VENT TOP RAIL H.D. VENT TOP RAIL SERIES-1000 5C SERIES-1050 z -{ .329 -moi .147 7.630 1.630- T- - .630 U .803 L,2 1 .050 �n J .837 h- 7.250 .125 1.250 .125 (n v~i n .837 .147 2063 .753 2.063 O M m O ro 0 GLAZING BEAD O SQUARE GLAZING STOP 062 1.062 II $ 3 Z LL .868 .949 562 621 (3 N a .715 .868 .868 N W M H.D. VENT TOP RAIL H.D. VENT TOP RAIL O .813 .857 .062 .930 O SERIES-1000 SERIES-1050 2.1 BB -IL -.992-1 .992 z 1.250 .062 .813 I^- S �# 1.434-SII o p 489 c 26, O7 VENT SIDE RAIL - .082 2.113 .062 2.181 x g 1.875 1.149 1.250 1.250 _994 © VENT BOTTOM RAIL 2.457 2.457 c •0 ' 1.212 • ••• • i•212• • • • .062 MEETING RAIL •W*TIt. RAIL: : SERIES-1000 • Q•• • �Eir14W ••• PRODUCT REVISED LLJ .062 3.127 • • • • • • • • • as eompl ino with the Florida `1.1[111 1111 I I// O J02 •• ••• •• • • • •• NOTA-No odeDO 16.1013.09 1.335 71� Expiration Dab 11/06/2018 • ••• ••• ••• •- •••• -By ._.-� - .874 .874 • • • • • • • Miam a/ roduet Control II • • • • • • • • •• • • •• • • •• � rl,679 �----1.679 •• • • • • • �'O STATE OF lVdrawing no. 2.331 2.337 a r�}�4 �lOpt10};.•'• \� nrT 9 r L l� ,�,�5�®... `�.� W03-56 FRAME SILL (STD.) Q FRAME SILL (HI-RISE) r/II if II" sheet 7 of $ • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• 0 0 {f.V " W 12 '^ I n 2gILQ g x 1INYY a 10 29 V ' a 0aeo .+ 12 0 0 lab 12 I Q 0 LLZm:g S�$ge u o = n u, W tr Nan z�Jm a 3zwo } Lj O 12 s pry •5 9 • • • • • • • • • 7 n o n o • • •• • • • • fPME CORNERS DETAIL o x PRODUCT REVISEDas connpTng with the Florida �` �•-G �� •� o Building odd• •••. '? VENT CORNER - • ••• - ••• ••• • ••• Noa-x10. 16-1013.09 _ 92 _ g •• Expiration Date 11/06/2018 ••• • • • • • Miami-940e Produet Control ��®•-.• OF g0. u io ss GCT 1 1 2 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMEOADE Miami-Dade County Department of Regulatory and Economic Resources Herbert S. Saffir Permitting and Inspection Center ME 11805 S.W. 26'h Street• Miami, FL 33175 T.eliv Hg FM llc-W Fi+rty (786)315-2000 - NOTICE TO MIAMI-DADE COUNTY BUILDING OFFICIAL OF EMPLOYMENT AS SPECIAL INSPECTOR I(We)have been retained by JA) l"n 13 v d4 rs to perform special inspector services at the i /1? iUE I$S CT project on the below listed structures as of (date). 11 am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: ❑ SPECIAL INSPECTOR FOR PILING,CMDC sect.8-22 ❑ SPECIAL INSPECTOR FOR TRUSSES>35'LONG OR 6'HIGH,CMDC sect.8-22 9'-'SPECIAL /SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.2.4&CMDC sect.8-22 t ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS,CMDC sect.8-22 ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION,CMDC sect.8-22 • ❑ SPECIAL INSPECTOR FOR PRECAST UNITS&ATTACHMENTS,CMDC sect. 8-22 ;••••• "'•:• (For tilt-up walls systems,inspect reinforcement as well) ••.' •••' •• .... ...... ❑ SPECIAL INSPECTOR FOR CURTAIN WALL,CMDC sect.8-22 ..•••• • ❑ SPECIAL INSPECTOR FOR STRUCTURAL GLAZING,CMDC sect.8-22 "'•• • ' ❑ SPECIAL INSPECTOR FOR LIGHTWEIGHT INSULATING CONCRETE,CMDC sect.8-22 ••• ❑ SPECIAL INSPECTOR FOR COMPOSITE FLOOR SYSTEM,CMDC sect.8-22 .....• ;'. �. •�•... ❑ SPECIAL INSPECTOR FOR •' '• . •. Note: Only the marked boxes apply. •••••• "••• The/following individual(s)employed by this firm,or me are authorized representatives to perf*@rm4nspectioo:o00 • • 1. GQr l'O� DS 2. •• 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include: licensure as a professional engineer or architect;graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program;successful completion of the NCEES Fundamentals Examination;or registration as building inspector or general contractor. Fify the Miami-Dade County Building Official of any changes regarding authorized personnel performing inspection services. tand that a '"s ector inspection log for each building must be displayed in a convenient location on the site for reference Da tOVLtdi�ctor. All mandatory inspections,as required by the Florida Building Code,must be performed by the County. TA �;� must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the ner ote hr"a�ii�i`o the AV' story inspections performed by the Department. Further,upon completion of the work under each Buildi Pergolit,I sb4mhto t Bui ng Inspector at the time of final inspection the completed inspection log form and a sealed statement w ' Sing tt o a best of OMy knZwledge,belief and professional judgment those portions of the project outlined above meet the intent c'lthe Glorici ftA j ode al Orin substantial accordance with the approved plans. Engineer/Architect •'•PLORIDA,.'• g.; gi Name_CA r los AbS t� 10 (PRINfi G ��'�iS��►vAL Vt40 ♦` Address 9f��? NW qfh C-f. ��clr1 �l�-�i'arF` Signed atfd Sealed f(� / I 1•. Datey/Z��} Phone No. Rev.03/16 'FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method _ I Project Name: 113 NE 105 Street Builder Name: Street: 113 NE 105 Street Permit Office: Miami Shores f. City,State,Zip: Miami Shores,FL, Permit Number: Owner: Jurisdiction: 232600 Design Location: FL,Miami Beach County:: Miami-Dade(Florida Climate Zone 1 ) 1. New construction or existing New(From Plans) 9. Wall Types(1588.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=3.9 1272.00 ft' b.Concrete Block-Int Insul,Exterior R=4.1 316.00 ftZ 3. Number of units,if multiple family 1 C. R= ftZ 4. Number of Bedrooms 4 d.N/A R= ftZ 5. Is this a worst case? No 10.Ceiling Types (1931.0 sqft.) Insulation Area a.Under Attic(Vented) R=19.0 1700.00 ftZ 6. Conditioned floor area above grade(ftZ) 1931 b.Cathedral/Single Assembly(Unvented)R=20.0 231.00 ft' Conditioned floor area below grade(ftZ) 0 11.Ductc.c.NR= ftZ s R ftZ 7,. Windows(177.7 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Attic 6 662 a. U-Factor: Sgl,U=1.20 159.65 ftZ SHGC: SHGC=0.50 07 18.00 ftZ 12.Cooling systems kBtu/hrEfficiency b. U-Factor: Sgl,U=1. SHGC: SHGC=007 a.Central Unit 46.0••+Sg�1R;16.00 • • • 0000. c. U-Factor: N/A ftZ • • • • •• • 0000 • SHGC: 13.Heating systems •••••;Btu/hr!••E%dlency ••••� d. U-Factor: N/A ftZ a.Electric Strip Heat • 34.1 COP:1.00 SHGC: 0000•• • 0000• Area Weighted Average Overhang Depth: 1.500 ft. • •••• :•.•:. • Area Weighted Average SHGC: 0.499 14.Hot water systems •••• • •• •• a. 0.00.0 •• • ••.•. 8. Floor Types (1931.0 sqft.) Insulation Area •••••• : C+ft 0.000 ••••• a.Slab-On-Grade Edge Insulation R=0.0 1700.00 ftZ b. Conservation features •....• • •• b.Raised Floor R=11.0 231.00 ftZ • • • • • • • • .0000 c.N/A R= ftZ 15.Credits • • : • •*Pstat • Glass/Floor Area: 0.092 Total Proposed Modified Loads: 80.45 PASSr• Total Baseline Loads: 81.39 1 hereby certify that the plans and specifications covered by Review of the plans and D�'TKE S7421 this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance �r with the Florida Energy Code. h ++r++ '�,� PREPARED BY: pis:-F;` : ��-+' '""" Before construction is completed DATE: 8/1/17 this building will be inspected for 0 r compliance with Section 553.908 I hereby certify that this building,as designed,is in compliance Florida Statutes. with the Florida Energy Code. CDD WE OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.2.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and starting July 1,2017 this project requires an envelope leakage test report with envelope leakage no greater than 5.0 ACH50(R402.4.1.2). 8/1/2017 1:08 PM EnergyGauge®USA-v5.1 -Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: 113 NE 105 Street Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 1931 Lot# Owner: Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 113 NE 105 Street Permit Office: Miami Shores Cross Ventilation: No County: Miami-Dade Jurisdiction: 232600 Whole House Fan: No City,State,Zip: Miami Shores, Family Type: Single-family FL, New/Existing: New(From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp i V Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Miami Beach FL_MIAMI_INTL_AP 1 51 90 70 75 149.5 58 Low BLOCKS Number Name Area Volume 1 Entire Home 1931 15448 SPACES �•�••• Number Name Area Volume Kitchen Occupants Bedrooms Infill hed • Ppgl8d 1 New Bedroom 231 1848 No 1 1 1 ••';tg Yts `jos.• 2 Existing Res 1700 13600 Yes 4 3 1 •••Ypg •-egg• YDS • FLOORS 64•4 0 • o••t• .. .. . .. .... # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Nalua•: Tile Nood Carpet 1 Raised Floor New Bedroom 231 ft' 11: • 0:••.;• 0• • • • •.•• 2 Slab-On-Grade Edge Insulatio Existing Res 158.9 ft 0 1700 ft' ___ 1 •00 : 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 2035 ft' 322 ft' White 0.3 No 0.9 No 0 18.4 ATTIC # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 1931 ft' N N 8/1/2017 1:08 PM EnergyGauge®USA-v5.1-Section R405.4.1 Compliant Software Page 2 of 4 • FORM R405-2014 { CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Cathedral/Single Assembly(Vente*w Bedroom 20 Blown 231 ft2 0.1 Wood 2 Under Attic(Vented) Existing Res 19 Batt 1700 ft2 0.1 Wood WALLS IAdjacent Cavity Width Height Sheathing Framing Solar Below mt To Wall Type Space R-Val„e Ft In Ft In Area R-Val s ° 1 E Exterior Concrete Block-Int InsdNew Bedroo 4.1 9 0 8 0 72.0 ft2 0 0 0.75 0 2 S Exterior Concrete Block-Int InsdNew Bedroo 4.1 10 6 8 0 84.0 ft2 0 0 0.75 0 3 W Exterior Concrete Block-Int Inst New Bedroo 4.1 20 0 8 0 160.0 ft2 0 0 0.75 0 4 N Exterior Concrete Block-Int Insu'Existing Res 3.8759 49 0 8 0 392.0 ft2 0 0 0.75 0 5 E Exterior Concrete Block-Int Insu'Existing Res 3.8759 37 0 8 0 296.0 ft2 0 0 0.75 0 _ 6 S Exterior Concrete Block-Int InsLExisting Res 3.8759 44 6 8 0 356.0 ft2 0 0 0.75 0 7 W Exterior Concrete Block-Int Insu'Existing Res 3.8759 20 0 8 0 160.0 ft2 0 0 0.75 0 8 NW Exterior Concrete Block-Int InsulExisting Res 3.8759 8 6 8 0 68.0 ft2 0 0 I 0.75 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft • In 1 N Wood Existing Res None .39 2 • 8 • 6 i"8"' 17.9 Y2.••• 2 S Wood Existing Res None .39 3 •• ' 6 •'8'• 20.1 ft2 ' WINDOWS Orientation shown is the entered,Proposed orientation. •••• • • • / Wall Overhang 9' ' 90:** V # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separ:tion; Int yfiade'• Screening' so as �•�•' 1 S 2 Metal Single(Tinted) No 1.07 0.49 18.0 ft2 1 ft 6 in 1 D gjrl•• None• None .• 2 N 4 Metal Single(Clear) No 1.2 0.5 12.8 ft2 1 ft 6 in 1 1 6 in : None • Nome.•: 3 N 4 Metal Single(Clear) No 1.2 0.5 40.0 ft2 1 ft 6 in 1 g 6 irl•• Nbne N�rj% • 4 E 5 Metal Single(Clear) No 1.2 0.5 6.9 ft2 1 ft 6 in 1 ft 6 in None• • None 5 E 5 Metal Single(Clear) No 1.2 0.5 25.7 ft2 1 ft 6 in 1 ft 6 in None None 6 S 6 Metal Single(Clear) No 1.2 0.5 18.8 ft2 1 ft 6 in 1 ft 6 in None None 7 S 6 Metal Single(Clear) No 1.2 0.5 32.9 ft2 1 ft 6 in 1 ft 6 in None None 8 W 7 Metal Single(Clear) No 1.2 0.5 12.8 ft2 1 ft 6 in 1 ft 6 in None None 9 NW 8 Metal Single(Clear) No 1.2 0.5 9.8 ft2 1 ft 6 in 1 ft 6 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000254 1287.3 70.67 132.91 .1754 5 I 8/1/2017 1:08 PM EnergyGauge®USA-v5.1 -Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COPA 34.1 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER:16 46 kBtu/hr 1600 cfm 0.68 1 sys#1 SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF ft' DUCTS ----Supply---- ----Return---- Air CFM 25 CFM25 HVAC# v # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 662 ft' Attic 157 ft2 Default Leakage Attic (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: :•••:• • • • 0000• Coolin Jan Feb Mar Apr Ma Jun rl Jul rl Au Se •• Oct • 14(w Dec* Heating Jan Feb Pq Mar f Apr f May 4j Jun JulAuSeP :•�Dct NqV' J efVentin Jan Feb Mar [X]A r [ Ma [ Jun Jul Aug Se Dct Nov Tle Thermostat Schedule: HERS 2006 Reference Hours •••• • • Schedule Type 1 2 3 4 5 6 7 8 �g•••* 10 : 11� 'L3.•• • 0000•• •• • 00000 Cooling(WD) AM 78 78 78 78 78 78 78 78 80• • 80 • • 80• 80 PM 80 80 78 78 78 78 78 78 0716 •• 78 • '18 78'•• Cooling(WEH) AM 78 78 78 78 78 78 78 78 s78:*: 78 78 78 •• PM 78 78 78 78 78 78 78 78 078 • 78 • 718 7'8+••• 0000•• Heating(WD) AM 66 66 66 66 66 68 68 68 :68 ••. 68 68 68 ••• 66. �••• PM 68 68 68 68 68 68 68 68 08P Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 6B' 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 8/1/2017 1:08 PM EnergyGaugeO USA-v5.1-Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index,the more efficient the home. 113 NE 105 Street, Miami Shores, FL, 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=3.9 1272.00 ft2 b.Concrete Block-Int Insul,Exterior R=4.1 316.00 ft2 3. Number of units,if multiple family 1 C. R= ft2 4. Number of Bedrooms 4 d.N/A R= ft2 �. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=19.0 1700.00 ft2 6. Conditioned floor area(ft2) 1931 b.Cathedral/Single Assembly(Unvented)R=20.0 231.00 ft2 7. Windows- Description Area c.N/A R= ft2 3. U-Factor: Sgl,U=1.20 159.65 ft2 11.Ducts R ft2 SHGC: SHGC=0.50 a.Sup:Attic,Ret:Attic,AH:Attic 6 662 b. U-Factor: Sgl,U=1.07 18.00 ft2 SHGC:` SHGC=0.49 12.Cooling systems kBtu/hr, Effigiency c. U-Factor: N/A ft2 a.Central Unit 46.0•S14:46.00 SHGC: : ••• • G6 ••••i• d. U-Factor: N/A ft2 SHGC: 13.Heating systems •••••:Btu/hro•Effiaiency ••••:• •••;. Area Weighted Average Overhang Depth: 1.500 ft. a.Electric Strip Heat a 34.1 QOP:1.00 •••••• Area Weighted Average SHGC: 0.499 • • %00% ' 8. Floor Types Insulation Area 14.Hot water systems ' • •••••• •• • ••••• a.Slab-On-Grade Edge Insulation R=0.0 1700.00 ft2 a. ..'..' ; '..'EF: •••••• b.Raised Floor R=11.0 231.00 ft2 • c.N/A R= ft2 b. Conservation features •••••• • • • • • • ••••% 15.Credits • Pstat • I certify that this home has complied with the Florida Energy Efficiency Code for Building TJJE ST,gl Construction through the above energy saving features which will be installed (or exceeded) „0 = Fo in this home before final inspection. Otherwise, a new EPL Display Card will be completed -;:_' based on installed Code compliant features. � +n+,. ;.''„ o� Builder Signature: Date: a° ' m Address of New Home: City/FL Zip: Cpp WF *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM)incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 8/1/2017 1:09 PM EnergyGauge@ USA-v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 Water and Sewer PO Box 330316.3575 S. Lejeune Road M I A M I•DADE I Miami, Florida 33233-0316 VERIFICATION FORM T 305-665-7471 THIS FORM IS NOT VALID WITHOUT A PAID INVOICE AND EXPIRES ONE YEAR FROM THE DATE ON FORM miamidade.gov ATLAS PAGE: F-7 INV#: / 198 FORM#: 201767243 DATE: 10/25/2017 ......... .. .... _......... __._......... _ _... _... ......... ......... NAME OF OWNER: ERIC HERNANDEZ M2018000597 - --- ---_ PROPERTY ADDRESS: 113 NE 105 ST .... . .... ...... ._.........___.--_._._....._............_......----._....._......------- ---- -----...--- -......--::.. -......... ----- PROPOSED USAGE l ;SINGLE FAMILY RESIDENCE ADDITION OF 231 SF,CONVERTING EXISTING GARAGE INTO NO. OF UNITS: 'OFFICE/FAMILY ROOM PER PLANS(WATER ONLY ACCT) REPLACES: PREVIOUS SFR BUIIT 1939(WATER ONLY ACT) I USAGE/NO. OF UNITS _...... - ...-. _ ....... PROPERTY LEGAL: 'DUNNINGS MIAMI SHORES EXT NO 1 PB 41-51 LOT 10 BLK 201 LOT SIZE 75.000 X 123 FOLIO NUMBER: 1 11-2136-005-0100 i GALLONS PER DAY INCREASE: 0 . _.._..........-- PROPOSED FLOW: _ 220. PREVIOUS SQUARE FOOTAGE: 1,700 ❑d NEW CONSTRUCTION PREVIOUS FLOW: 220i PROPOSED SQUARE FOOTAGE: _1,931 F-] INTERIORRENOVATION ._..._..-_.: ADOPTED FLOW: 0', ❑CRITICAL HABITAT ❑ SEWER ONLY i............................._..._.... THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES HAVE A(N)_6_INCH WATER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE THE SUBJECT PROPERTY,(OR, IF"WILL HAVE",UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF WATER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT,(AGREEMENT ID# N/A) SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF WATER SUPPLY OR WITHDRAWAL. Karina Campos-New Business BY: Representative SIGNATURE OF REPRESENTATIVE AUTHORIZED BY NEW BUSINESS COMMENTS: ;INSTALLATION OF SVC TAKES 8-10 WEEKS,MUST HAVE 5/8"MTR, NNI TOTAL AMOUNT DUE$30.00 THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES NOT HAVE A(N)_-_INCH GRAVITY SEWER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE THE SUBJECT PROPERTY,(OR, IF"WILL HAVE",UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF SEWER SEWER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, (AGREEMENT ID#N/A). SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF SEWAGE DISPOSAL. FURTHERMORE, APPROVAL OF ALL SEWAGE FLOWS INTO THE DEPARTMENT'S SYSTEM MUST BE OBTAINED FROM D.E.R.M. THE ANTICIPATED DAILY WATER AND/OR SEWAGE FLOW FOR THIS PROJECT WILL BE: NO GALLONS[0] GALLONS PER DAY INCREASE. Karina Campos-New Business BY: Representativeive SIGNATURE OF REPRESENTATIVE AUTHORIZED BY NEW BUSINESS COMMENTS: !Subject to RER terms&conditions set forth in Consent Decree(Case No.1:12-CV-24400- AF M dor DOH Onsite Sewer Treatment&Disposal Rules&Statutes I ---._......-----_ _.................._--........... ......- ................ .._...__..........-- ----------------- .....------- —....I I THIS VERIFICATION LETTER CERTIFIES THE AVAILABILITY OF A WATER AND/OR SEWER MAIN ONLY,AND IT DOES NOT GUARANTEE THE EXISTENCE OF A WATER SERVICE LINE OR OF A SEWER LATERAL WITH SUFFICIENT DEPTH TO SERVE THE PROPERTY. FOR ADDITIONAL INFORMATION CALL 786-268-5360.SHOULD IT BECOME NECESSARY TO INSTALL A SERVICE LINE AND/OR A SEWER LATERAL WASD REQUIRES THAT THE DEVELOPER RETAINS SERVICES FROM DESIGNERS AND CONTRACTORS WITH SKILL SETS FOR DESIGNING, BUILDING AND CONNECTING TO PUBLIC WATER AND SEWER SYSTEMS. CONTACT NAME: WILLIAM CRUZ Printed On:10/25/2017 NB: Karina Campos 8:36:31 AM CONTACT PHONE: (786)399-8855 _ /PR° C1. F "f yyC AUTHORIZED BY: `�Q /t 'i#r� /` w I i 0. v - wrightsoft' Project Summary Date: 7/31/17 Entire Home By: RCS Project Information For: Residence Renovation&Addition 113 NE 105 Street, Miami Shores, FL Notes: c Q - • n Information Weather: Miami Beach Co, FL, US Winter Design Conditions Summer Design Conditions Outside db 48 °F Outside db 89 °F Inside db 70 °F Inside db 75 °F Design TD 22 °F Design TD 14 °F Daily range L Relative humidity 50 % Moisture difference 56:gUr.. • • • 9999•. Heating Summary Sensible Cooling Equlpai;ht Load&zing •. Structure 18026 Btuh Structure ••:•26209 AId" "" Ducts 3436 Btuh Ducts 0100004618 Btdh ;0699; Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 9999 0•BtuN • • (none) (none) 099•9•0 :09600 06.99 Humidification 0 Btuh Blower *0�*•� 0.vtutL •00006 Piping 0 Btuh • • • Equipment load 21462 Btuh Use manufacturer's data 66 •• rf •• 9999;• Rate/swing multiplier 000060 0.94 • • Infiltration Equipment sensible load 28977.13tuh, 00.0:0 .6000• Method Simplified Latent Cooling q pE ui•men4 Load Sizing :••••: Construction quality Average '0 ' 00' 0 ' Fireplaces 1 (Average) Structure 8904 BtuN: Ducts 921 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 1931 1931 Equipment latent load 9825 Btuh Volume (fl?) 15602 15602 Air changes/hour 0.46 0.20 Equipment Total Load(Sen+Lat) 38802 Btuh Equiv.AVF(cfm) 119 52 Req.total capacity at 0.68 SHR 3.6 ton Heating Equipment Summary Cooling Equipment Summary : Make EXISTING HEAT Make EXISTING SPLIT SYSTEM Trade RHEEM Trade RHEEM Model 10 kW Cond 14AJM49 AHRI ref Coil RHLL-HM4821+RCSL-'4821 AHRI ref Efficiency 100 AFUE Efficiency 13.0 EER, 16 SEER Heating input 10.0 kW Sensible cooling 31250 Btuh Heating output 34100 Btuh Latent cooling 14750 Btuh Temperature rise 19 °F Total cooling 46000 Btuh Actual air flow 1600 cfm Actual air flow 1600 cfm Air flow factor 0.075 cfm/Btuh Air flow factor 0.053 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O *� Space thermostat Load sensible heat ratio 0.90 2017-Aug-0111:25:17 wri htott' Right-Suite®Universal 2017 17.0.23 RS000484 Page 1 .113 NF 105 STRFFT 7-99-17\113 NE 105 Street.rup Calc=Manual Front Door faces: E +wrightsoft Right-J@ Worksheet Job: Entire Home Date: 7/31/17 By: RCS 1 Room name Entire Home New Bedroom 2 Exposed wall 198.4 it 39.5 It 3 Room height 8.0 it 8.0 It heat/cool 4 Room dimensions 1.0 x 231.0 it 5 Room area 1931.0 ft' 231.0 ft' T Construction U-value Or HTM Area ft' Load Area ft' Load Ty number (Btuh/f t'-°F I (Btuh/f t') I or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Heat I Cool Gross I N/P/S j Heat I Cool j Gross N/P/S j Heat Cool 613AB-0ocs 0.258 n 5.68 8.62 392 321 1822 2766 0 0 0 0 Default Windows 1.200 n 26.40 46.92 13 0 342 608 0 0 0 0 �--G Default Windows 1.200 n 26.40 46.92 40 0 1061 1886 0 0 0 0 D__11D0_. 0.390 _n_ 8.58 16.57 18 18 153 296 --0-0_0 0 -0 11 W 13A-4ocs 0.143 a 3.15 4.48 72 72 227 322 72 72 227 322 AL213AB-0ocs 0.258 n b.68 -8 62 296 263 1494 2268��0 0 0 0 Default Windows 1.200 a 26.40 103.27 7 0 183 716 0 0 0 0 Default,Wridows 1.200 -e_ 26.40,_1 03.27 _ _ -26-0 0 _„684=2675�0 0 0 0 Vy 13A-4ocs 0.143 s 3.15 4.48 84 66 208 295 84 66 208 295 �G Impact Tinted 1.070 �sr 5 23.54 38.09 18 18 424 686 18 18 424 686 w 13AB-0ocs 58 0.2 s .68 _-6.62 356 284 1614 2450 0 0 0 0�C Default Windows 1.200 s26.40 46.92 19 19 499 887 0 0 0 0 BGG Default Windows 1.200 s 26.40 46.92 33 33 863 1534 0 0 0 0 11 D0 -0.390 -s- ,_8.58 ^16.57-20_ -20 20 -172-333 0-0 0 0 W 13A-4ocs 0.143 w 3.15 4.48 160 160 503 716 160 160 503 716 VVyy 13AB-O 0.258 w 5.68 8.62 160 147 835 1267 0 0 0 6 �l Default.Windows: 1.200_w,_26.40 _,103.27 13 0 342 _1337 0 0-0 -,0 13AB-Oocs 0.258 nw 5.68 8.62 68 58 329 500 0 0 0 0 ,Default Windows 1.200 n w 26.40 82.58 10 0 260 815 0 0 0 -0 C-.16E-19tw 0.049 _-_ _1.08 1.52 ^1700 1700-1833_2582 -0 -0�0 0 C 18C-20tw 0.0501 _ 1.67 3.04 231 231 386 702 231 231 386 702�..20Pd1t 0.078 _ _1.72 _2.03 231 -^231 ^ 398468231 -231 -396 468 F 22A-tel 0.989 21.76 0.00 1700 159 3458-0 0 0 0 0 • •••• - •••• ��• �•� • •••••• •• • • ••• _ _ __ - ••�••�-•�^•• -r •••• 6 c)AED excursion 1 0 1 1 0 Envelope loss/gain 1 18087 22387 1 1 2144 1634 12 a) Infiltration 2851 1472 567 293 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants aQ 230 5 1150 1 230 Appliancestother 1200 0 Subtotal(lines 6 to 13) 18026 26209 1451 2157 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 18026 26209 1451 2157 15 Duct loads 19% 18% 3436 4618 19% 18% 277 380 1 Airt1462rrequired(cfm) I I 1 Toal room load216001 30827 6001 I 1 1728 1291 2537 1351 -� wright:50ft• 2017-Aug-01 11:25 age 1 Rig ht-Su ite®Universal 2017 17.0.23 RS000484 Page 1 j/�pe�_1�� AIC�nF CTDCCT gl_17\113 NE 105 Street.rup Calc=Manual Front Door faces: E J. wrightsoft" Right-M Worksheet Job: Entire Home Date: By: RCS RCS 1 Room name Existing Res 2 Exposed wall 158.9 ft 3 Room height 8.0 ft heat/cool 4 Room dimensions 1.0 x 1700.0 It 5 Room area 1700.0 ft' Ty Construction U-value Or I HTM I Area (fe) I Load I Area I Load number (Btuh/ft'-°F (Btuh/f t') or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 'L-G13AB-0ocs 0.258 n 5.68 8.62 392 321 1822 2766 Default Windows 1.200 n 26.40 46.92 13 0 342 608 Default Windows 1.200 n 26.40 46.92 40 0 1061 1886 11 D0 0.390 _n__8.58 .,._16.57 18 18-153-296 11 W 13A4ocs 0.143 a 3.15 4.48 0 0 0 0 w 13AB-0ocs 0.258 a 5.67 8.62 296 263 1494 2268-! )-G Default Windows 1.200 a 26.40 103.27 7 0 183 716 Default Windows_ _1.200 _e_ 26.40 103.27 26 0 684 _2675 try 13A-4ocs 0.143 s - 3.15 - 4.48 0 0 0 0 G Impact Tinted 1.070 s 23.54 38.09 0 0 0 0 13AB-0ocs 0.258 s5.68 5.62 356 284 1614 2450 -G Default Windows 1.200 s26.40 46.92 19 19 499 887 l�_OG Default Windows 1.200 s 26.40 46.92 33 33 863 1534 11 DO -0.390 _s. 8.58 _16.57 20 20 172 333 W 13A-4ocs 0.143 w 3.15 4.48 0 0 0 0 VL 13ABT�'--0ocss 0.258 w 5.68 8.62 160 147 835 1267 L-G Default.Windows,_., 1.200 _w„-26.40 103.27 --13-0_0 . 342 1337 w _ VII 13AB-Docs 0.258 nw 5.68 8.62 68 58 329 500 C Default Windows 1.200 nw 26.40 82.58 10 0 260 815 Cs 16E-1 9&v 0.049 _,1.08 ,1.52 1700 1700 ,--7833 2582 C 18C-20tw 0.050 1.67 3.04 0 0 0 0 F 20P-11t _0.078 -1.72 -2.03 :0 0 M= 0_ F 22A-tpl 0.989 21.76 0.00 1700 159 3458 0 •• ••• •• • - • ••• i i � • • -•--Wee- • • • 61 c)AED excursion 10 Envelope loss/gain 1 15944 20753 12 a) Infiltration 2284 1179 + b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 4 920 Appliances/other 1200 Subtotal(lines 6 to 13) 16575 24052 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 16575 24052 15 Duct loads 19% 18% 3159 4239 1 AirTotal required room load I I 1 1114711 2184651 I I 1 1 - wrightsoft• 2017-Aug-01 11: e 2 Rig ht-Su ite�l Universal 2017 17.0.23 RS000484 Page 2 tt „� K I C„1C CTDCCT 7 ,T113 NE 105 Street.rup Calc=Manual Front Door faces: E CAS�5��r53�. wrightsoft' Manual S Compliance Report Date: 7/31/17 Entire Home By: RCS Project Information For: Residence Renovation&Addition 113 NE 105 Street, Miami Shores, FL Cooling Equipment Design Conditions Outdoor design DB: 89.0°F Sensible gain: 30827 Btuh Entering coil DB: 75.4°F Outdoor design WB: 77.0°F Latent gain: 9825 Btuh Entering coil WB: 62.8°F Indoor design DB: 75.0°F Total gain: 40652 Btuh Indoor RH: 50% Estimated airflow: 1600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: EXISTING SPLIT SYSTEM Model: 14AJM49+RHLL-HM4821+RCSL-"4821 Actual airflow: 1600 cfm Sensible capacity: 31250 Btuh 101%of load �...:. Latent capacity: 14750 Btuh 150%of load : ••`� `�• • 4, Heating Total capacity: 46000 Btuh 113%of load SHR: 68% • ..sloe• ..•. loss.•• • • • lose lose.•. loss• • lose•. Design Conditions e Outdoor design DB: 48.0°F Heat loss: 21462 Btuh " E"ering cdil D8!lo 69.89F00:0 Indoor design DB: 70.0°F ;`•;•; • • • . • • 0600•• • e . lo • • .lose.• Manufacturer's Performance Data at Actual Design Conditions Equipment type: Elec furnace Manufacturer: EXISTING HEAT Model: 10 kW Actual airflow: 1600 cfm Output capacity: 34100 Btuh 146%of load Temp. rise:' 19 OF Meets are all requirements of ACCA Manual S. 17 wrihtSOf ' 2017-Aug-01 11:age 1 9 Right-Suite®Universal 2017 17.0.23 RSU00484 Page 1 113 NE 105 STREET_7-22-17X1 13 NE 105 Street.rup Calc=MJ8 Front Door faces: E r BUILDING PERMIT CATEGORIES CATEGORY DESCRIPTION PERMIT TYPE BUILDING 1 GENERAL BUILDING—COMMERCIAL MBLD ~ ? SUB—GENERAL BUILDING—RESIDENTIAL MBLD CANVAS AWNING MBLD 10 MUNICATION TOWER MBLD 15 TION MBLD 29 METAL AWNING &STORM SHUTTER MBLD 48 SCREEN ENCLOSURES MBLD 51 MURAL SIGNS (NON-ELECTRICAL) MBLD 55 s; :SWIMMING POOL _r �,• ' '-3. , ' , k `.MBLD 56 TENNIS COURTS (SURFACE PAVING) ` AF :.�`ti; MBLD 86 TRAILER TIE DOWN . MBED•. 88 =. :WALK-IN COOLER MBLD 91 MARINAS ' MBLD 92 LOW SLOPE APPLICATIONS(GRAVEL, SMOOTH MODIFIED, SINGLE PLY) MBLD 95 SHINGLES(ASPHALT, FIBERGLASS) MBLD 96 -��}` ..:'y`�`=' -SHINGLES(METAL ROOFS/WOOD SHINGLES&SHAKE) MBLD 97 STAGE 2 VAPOR RECOVERY SYSTEMMBLD 99 `4 n. , , � �.. ' ;SOIL IMPROVEMENT MBLD •" ., 0100 BUCK STORAGE PROPANE TANK MBLD 0101 REMOVABLE STORM PANELS MBLD 0107 TILE ROOF = ��... MBLD 0110 •WATER MAIN MBLD 0111 \,SITE PLAN` ` MBLD - 0112 , :,•.. 4.INDbOR EVENT/EXHIBIT 4. MBLD ELECTRICAL 04 { ' FIRE ALARM SPECIALTY MELE 16 SPECIALTY WIRING MELE 38 GENERATORS MELE 40 BUILDING PUBLIC RADIO ENHANCEMENT SYSTEM MELE PLUMBING •• -. - '. 0020 SEWER CONNECTION TO PUBLIC SYSTEM (THIS CATEGORY , ``Al IS USED,WHEN NO BUILDING PERMIT EXIS ', - . 0024 `i+ - INTERCEPTOR/GREASE TRAPS (REPLACEMENT;OR INSTALLATION THAT IS NOT PART OF'A'BUILDING.PEiMIT) s MPLU LPGX 01 LIQUEFIED PETROLEUM GAS MLPG 02 MISCELLANEOUS MLPG 04 LIQUEFIED PETROL. GAS/STATE MLPG MECHANICAL 09 ABOVE/BELOW GROUND TANKS/PUMPS &POLLUTANT STORAGE SYSTEM MMEC 38 COMMERCIAL HOODS MMEC 43 FIRE CHEMICAL MMEC 46 SPRAY BOOTHS MMEC 48 SMOKE CONTROL MMEC 52 RESIDENTIAL ELEVATOR MMEC FIRE 32 FIRE SPRINKLER FIRE NOTE: ALL SHEETS MUST BE REVIEWED MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES Herbert S. Saffir Permitting and Inspection Center ` 11805 SW 26th Street(Coral Way) • Miami, Florida 33175-2474 • (786) 315-2000, �~ APPLICATION FOR MUNICIPAL PERMIT APPLICANTS THAT REQUIRE PLAN REVIEW FROM MIAMI-DADE.FIRE RESCUE (—' AND/OR ENVIRONMENTAL SERVICES PROVIDE MUNICIPAL PROCESS NUMBER HERE 0 a co Job Address s Z Contractor No. 4eeq 1 S1uo Z l l3 �v�' /o s ,+��.s/ll,,a� � Z Folio /- 7 S d� 0 oo Last four(4)digits of Qualifier No. <J o W Q a Contractor Name 0LO/1 > Lot BlockCC 2 Q �� zo Qualifier NameZ- (\�! o a Subdivision PBpg 12 v U. Address Metes and bounds City State_Zip [ ] New Construction on [ ] Demolish Current use of property_&—hQO OVacant Land [ ] Shell Only U.w Alteration Interior [� Addition Attached ^ Nww[] Alteration Exterior [ ] Addition Detached ,�� Description of Work 41wq 9E > [ J Relocation of Structure [ ] Re-Roof l v CL [ ] Enclosure [ ] Foundation Only [ ] Repair [ ] Tent /1 Sq. Ft �Urnits Floors [ ] Repair Due to Fire �� Value of Work J 0 d /,CBLD' N [ ] Chg. Contractor w Owner LU ategory [ ] Re-Issue a Address /13 [ ] MELE N [ ] Re-Stamp y City /h'SRV40S State L//Zip 3;/3� [ ] MPLU ¢ [ ] MLPG w [ ] Revision z Phone 0. [ ] MMEC W [ ] Not Applicable for o Last four(4)digits of [ ] FIRE f Fire Owner's Social Security No. o z Name_ 1 1�yVt_ �k.�/�� Owner �A2 �l A cc z!5 a Addresss/�9b�( ,/ r� F z Address �e,7 - ity /�'/I�Nl??SA44_7SState Zip �� Z City �AA aK/ State Zip3 IL P 6 � S�— aw 10 S4 r/S 29-/ IL Phone Phone Z I am requesting a Special Request Plan Review(SRI)to be scheduled as soon as possible. There is a minimum charge of a g¢ one-hour. Please contact the Fire Department for current rate. 5a.$ vi w w 1 sl Request: Date: LL w¢ 2nd Request: Date: 31d Request: Date: If the applicant is a known named violator with: unpaid civil penalties; unpaid administrative costs of hearing; unpaid County investigative,enforcement,testing, or monitoring costs;or unpaid liens, any or all of which are owed to Miami-Dade County pursuant to the provisions of the Code of Miami-Dade County, Florida, a hold on the review may be placed on this application. 123 01-192 5/17 :lr spspfion:4rksheet. = Miami Shores Village ••10060 N.E.2ndAvenue Mjami Shores, FL ;Paope: (101)?&.4-20104 Fail:.(305)756-8972 Inspection Number: INSP-303577 .. .. Permit Number: RC-10-17-2445 Inspection Date: May 08, 2018 ; ; Permit Type: Residential Construction I Inspector: Kendall, Travis ••• •.' i Inspection Type: Survey Final Owner: ERIC HERNANDEZ,ANNIKA ASHTON Work Classification: Garage Enclosure Job Address: 113 NE 105 Street { Miami Shores, FL 33138-2032 Phone Number (954)554-0418 Parcel Number 1121360050100 Project: <NONE> f , Contractor: WILCON CO Phone: (786)399-8855 i Building Department Comments CONVERSION OF GARAGE TO DEN AREA Infractio Passed Comments INSPECTOR COMMENTS False e Inspector Comments Passed q Failed 4 Correction ❑ Needed Re-Inspection k Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949{ May 08,2018 � Pagel of 1 f 1355 N.W. 97th AVE SUITE 200 MIAMI FLORIDA 33172 SURVEY No. 10-0000512-3 TELEPHONE.(305)264-2660 ' • ; .�'G�7H a rz .•J • FAX.(305)264' -0229 • 1• • • .• • LAND SURt PiORS SHEET No. 2 OF 2 DRA WN BY: LILY(AL.) : : :..B04NPAR-T SURVEY ••• ••• • • :S(:ALE 2:11.-20' • • ••• •• LOT-6 LOT-7 LOT-6 BLOCK-201 •. . g�F1C �Q1 BLOCK-201 10.66 1 4 1051 +r �. - rr w,Fs- ""r.�; ,r. ;rt,t r+ .xn -`.ti^ry::.�u'hC"{,:`"�11;;;r,.r3+i- - •.,a�-: `"^ a.,�.- .�. { F.I:P 3/4 ALLE (N4 P:)4 ' + +'DRi 3 "� w ,�, -+ 'i, �� x F.I NO CAP o s° ,� �„ _ o r. ti +WNO'CAP�, -75.00' U.P. =" 4'C.L.F. x 0.25CL _ t- 10.32 9.84 �., 10.14 0) x�_ P O 10.06 10.06 �v� °' LIJ Cr 4'C.L.F. LLLLLL L + 0 ❑ W ¢ LLLLLLL � LL11�) LLLL LL .:Yr: Q W J LL LL LL 1 fu � J I1J LLL +•LlLLL'. 4'C'Z.F. LL ¢ tc LLL L L L LL = Q LLL L ka LLL �/7 F— Z LL L 11 LL LL v� 10.32 L ¢ LLLLL ,LL LL 1':, C� W � LLLLLLLL L .0 U J C. 'A �_ ¢ Ir STEPS 9.62' a x� 49.40' z F- O N 9.98' �a`' NE STORY M o u a c LOT-9 RES. # 113 o p LOT 11,j z CBLO-GK- 01 w a BLOCK-201 LOT-10 LJ N 10.46 d IF— BLOCK-201 a z ❑ m Q O -j 0) F.F.E.=12.58' " N M U) C")`'' GARAGE ELEV.10.58' 3.50 10.98 o + 21.95' b co /C 0.2f CL. O.fOCL _ o C/P v 18.50' 'C.B.W.— WATER Ci CONC# f3.f0' PUMP 5:5'.'0 few, 11.45' C141.50' STEPS 10.79 + x x � • 10.70 10.52 �' 10.58 0 10.64 J REDEIVED bo q Q w :., � . N MAY 0 co y DRIVE U � 75.21d. kk 2' wB.C,. ; .F.I.R3/4" .x5.00' •F.MP.3/4 t 112 114. 140 CAP 5'CONC.SWK NO CAP NO CAP s 10.30 10.40 ' C> o. N' N �e GONC:•• 25'PWY -MTl1RN' w ., o '. � � ,. z,. - ., '..•r I,t ,nrit•g', T o, ') .�/`��'_' y` N;E 105th: a �SrT' ' I� I— � L. ' , '� v 22'ASPHACLT �s ' O X10 81 v rSPVIuIT fit+ r106.84�V - �7. , 1 OF , ICE SURVEYOR'S NOTE. There may be Easements recorded in the Public Records not shown on this Survey. I ',ADCADI<IwlfilelTest dwl 712U'2005 318:40 Phl EST EDRAWNBY: AVE,SUITE 200 1 10-0000512-3 2 �Ov/7 C�/w't/�'\�� c+'• I , SURVEY NO 305)264-2660 ✓ ll Y N. Sur Y" •J FAX229 • • • ••• • • A• LAND ��JRVEYOFfS••• SHEET NO 1 OF 2 SURVEY OF LOT 10, BLOCK 201,OF DUNNING'S MIAMI SHORES EXTENSION NO. 1,ACCOR"IG.1%THE PLAT THEREOF AS RECORDED IN PLAT BOOK 41,PAGE 51,OF THE PUBLIC RECORDS OF MIAMI-pADE&@UNTT PL(jRI)A• •• • • PROPERTY ADDRESS: 113 NE 105 ST,MIAMI,FL 33138 FOR: WILLIAM CRUZ •• ••• •'• • • • •• • • • • • LOCATION SKETCH -scaleq"��uTso '•• ' :rte•• • i 30 I 73./8 75 75 U 7.5' 40'I•LC' j i 7 6 5 4 3 2 a"ZCa#•>✓#'3, Vll y �� SUBJECT N IQ i .,�-:� •- �i� / PROPERTY � ` I %6 io D py) N 1 /2 13 x 1 N + i 30' 7S.Z8 ' I � 75' _..�-- _.—_ _..-. ———_ • 670.X30_'— _ � _15 E. 5_rf,6E7' z3" a SEc Piz ABBREVIATION AND MEANING LEGEND TYPICAL A=ARC FNIP..FEDERAL NATIONAL INSURANCE RAD,n RADIUS OF RADIAL —ON—OVERHEAD UTILITY LINES A/C=AIR CONDITIONER PAD PROGRAM RGE.=RANGE dtr; A.E.=ANCHOR EASEMENT IN.&EG.=INGRESS AND EGRESS R.P.=RADIUS POINT � C.B.S.`=WALL(CBW) INA/R=ALUMIUM ROOF EASEMENT R.O.E.=ROOF OVERHANGKA/S=ALUMINIUM SHED L.F.E.=LOWEST FLOOR ELEVATION EASEMENT C.L.F.=CHAIN LINK FENCE ASPH.=ASPHALT L.M.E.=LAKE MAINTENANCE EASEMENT R/W=RIGHT-OF-WAYB.C.=BLOCK CORNER L.P.=LIGHT POLE SEC. SECTION �0 LF.=IRON FENCE B.C.R.=BROWARD COUNTY RECORDS M.=MEASURED DISTANCE S.I.P.=SET IRON PIPE L.B.#6044 rr-rr W.F.=WOOD FENCE B.M.=BENCH MARK M/H=MANHOLE SWK.=SIDEWALK B.O.B.=BASIS OF BEARINGS N.A.P.=NOT A PART OF T=TANGENT .0.00 =EXISTING ELEVATIONS C=CALCULATED NGVD=NATIONAL GEODETIC VERTICAL TWP=TOWNSHIP C.B.=CATCH BASIN. DATUM U.E.=UTILITY EASEMENT C.B.W.=CONCRETE BLOCK WALL N.T.S.=NOT TO SCALE U.P.=UTILITY POLE SURVEYOR'S NOTES CH=CHORD O.H.L.=OVERHEAD UTILITY LINES W.M.=WATER METER CH. 1)IF SHOWN,BEARINGS ARE REFERRED TO AN ASSUMED CLL=CHORD BEARING O.R.B.=OFFICIAL RECORD BOOK W.R.=WOOD ROOF MERIDIAN,BY SAID PLAT IN THE DESCRIPTION OF THE =CLEAR O/S=OFFSET W.S.=WOOD SHED C.L.F.=CHAIN LINK FENCE DVH.=OVERHANG PROPERTY.IF NOT,THEN BEARINGS ARE REFERRED TO = C.M.E.=CANAL MAINTENANCE P.B.=PLAT BOOK ANGLE COUNTY,TOWNSHIP MAPS. EASEMENTS P.C.=POINT OF CURVE A =CENTRAL ANGLE 2)THIS IS A SPECIFIC PURPOSE SURVEY. CONC.=CONCRETE P.C.C.=POINT OF COMPOUND CURVE 3)THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE C.P.=CONCRETE PORCH PL.=PLANTER T =CENTER LINE 1:7500 FT. C.S.=CONCRETE SLAB P.L.S.=PROFESSIONAL LAND =MONUMENT LINE 4)IF SHOWN,ELEVATIONS ARE REFERRED TO D.E.=DRAINAGE EASEMENT SURVEYOR MIAMI-DADE COUNTY. D.M.E.=DRAINAGE MAINTENANCE P.O.B..=POINT OF BEGINNING ALL ELEVATIONS SHOWN ARE REFERRED TO EASE*NTS1" P.O.C..=POINT OF COMMENCEMENT NATIONAL GEOGRAPHIC VERTICAL DATUM OF 1929 DRIVE=DRIVEWAY P.P.=POWER POLE MIAMI DADE COUNTY BENCH MARK NO.N-567 ENCR.ENCROACHMENT P.P.S..=POOL PUMP SLAB LOCATOR NO.3100 E.T.P. LECTRIC TRANSF(>otMFA PAD P.R.C.=POINT OF REVERSE CURVE ELEVATION 10.54 FEET OF N.G.V.D..OF 1929 F.F.E.=FINISHED LOOR EL VATIbN PRM=PERMANENT REFERENCE =`FIREII NT;y, MONUMENT F.I.P F.H.l,=FOOD IRON PIPE PT.=POINT OF TANGENCY SURVEYOR'S CERTIFICATION F.I.R"=FOUND IRON'ROD PVMT.=PAVEMENT F.N.=FOUND NAIL PWY=PARKWAY I HEREBY CERTIFY:THAT THIS"BOUNDARY SURVEY"OF F.N.D.=FOUND NAIL&DISK R.=RECORD DISTANCE THE PROPERTY DESCRIBED HEREON,AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY(" RVEY"1• COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17.6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. - EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS,IF ANY, AFFECTING THE PROPERTY.THIS SURVEY IS SUBJECT TO DEDICATIONS,LIMITATIONS,RESTRICTIONS,RESERVATIONS OR EASEMENTS OF RECORD,AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND/OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD,COULD BE DRAWN AT A SHOWN SCALE AND/OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK,UNLESS OTHERWISE SHOWN. BY:'A" THE TERM"ENCROACHMENT"MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. GEORGE I AR (DATE OF FIELD WORK) ARCHITECTS SHALL VERIFY ZONING REGULATIONS,RESTRICTIONS AND SETBACKS,AND THEY WILL BE RESPONSIBLE FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO -j 4 AUTHORITIES IN NEW CONSTRUCTIONS,UNLESS OTHERWISE NOTED.THIS FIRM HAS NOT ATTEMPTED TO LOCATE PROFESSIONAL LAND SURVEYOR NO. 2534 FOOTING AND/OR FOUNDATIONS. STATE OF FLORIDA(VALID COPIES OF THIS SURVEY WILL FENCE OWNERSHIP NOT DETERMINED. BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. SURVEYOR), J HEREON,THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW.THE LOCAL F.E.M.A. AGENT SHOULD BE CONTACTED FOR VERIFICATION.THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED REVISED ON: ) LAND TO BE SITUATED IN ZONE:X COMMUNITY/PANEL/SUFFIX:120652 0302 L DATE OF FIRM:09/11/2009 BASE FLOOD ELEVATION:N/A. REVISED ON: ( CERTIFIED TO:WILLIAM CRUZ' N eq,p T I Fic"�#- II NO. 34 a W�III, 5 m a Z u+ STATE OFJO 9 V + 7 q/'('.•.'�CORI -tom 5 fi 1 p SO.n�O SURVEYOR'S SEAL S • . ••• . • U.S. DEPARTMENT OF HOMELAND$EC jRI1Y •: OMB No. 1660-0008 Federal Emergency Management Ageflcy ••• .;• Expiration Date: November 30,2018 -Ndtional Flood Insurance Program LEVATJONXERTIFICATE r •Invortanu,FAw tAe idstrLo;ns on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official, (2)insurance agent/company, and(3)building owner. SECTION A,-*PRIOP.ERTY IVORMATION FOR INSURANCE COMPANY USE Al.,Building Owner's Name ••• . % '• Policy Number: WILLIAM CRUZ • . • A2. Building Street Address(including Apt., Unit, Suite, andfor Bldg. No.)or P.O. Route and Box No. Company NAIC Number: 113 NE 105 ST City State ZIP Code MIAMI Florida 33138 A3. Prbperty Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) LOT 10, BLOCK 201, DUNNING'S MIAMI SHORES EXTENSION NO. 1, PB.41, PG. 51 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory,etc.) RESIDENTIAL —_ A5._Latitude/Longitude:.,Lat.25°52'18.12 Long.80°11'43.37" Horizontal Datum: ❑ NAD 1927 ❑x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 726.00 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 4 c) Total net area of flood openings in A8.b 380.00 sq in d) Engineered flood openings? ❑Yes [E No A9. For a building with an attached garage: a) Square footage of attached garage 200.00 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in 6 ii) Engineered flood openings? ❑Yes ❑x No SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1. NFIP Community Name&Community Number B2.County Name B3. State MIAMI SHORES 120652 MIAMI-DADE Florida B4. Map/Panel 135.•Suffix B6. FIRM Index B7.FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 12086CO302 L 09-11-2009 09-11-2009 X N/A B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 139: ❑ FIS Profile 0 FIRM ❑Community Determined ❑ Other/Source: 1311. Indicate elevation datum used for BFE in Item 139: [@ NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS)area or Otherwise Protected Area(OPA)? ❑Yes © No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 1 of 6 ... . too ELEVATION CERTIFICATE : OMB No. 1660-0008 • •• • . . . ••• • Expiration Date: November�0, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O�toyRq,and MI 146.� Policy Number: 113 NE 105 ST ' City State••' ... •ZIP Bode ' Company NAIC Number MIAMI Florida 33138 SECTION C—BUILDING ELEVA140JN MQZORUATI'ON•S*IIZKEY REQUIRED) C1. Building elevations are based on: ❑ Construction Dr4i g* Q Euildirfg gnler%Qnstruction 0 Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,A(with BFE), VE,V1—V30,V(with BFE),AR,AR/A,ARAE,AR/A1—A30,AR/AH, AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark.Utilized: N-567 Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a)through h)below. ❑x NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. - - Check the measurement used. a) Top__of bottom_floor..(including basement, crawlspace, or enclosure floor) 12.58 © feet ❑ meters b) Top of-the next.higher floor; -, -- N/A x❑ feet ❑ meters c) Bottom of.the lowest_horizontal structural member(V Zones only) N/A ❑x feet ❑meters d) Attached garage.(top_of_slab).' N/A ❑x feet ❑ meters e) Lowest elevation of machinery,or equipment servicing the building (Describe type_of.equip'ment and location in Comments) 10.99 ❑x feet ❑ meters Lowest..ad acent.(flnished rade next to buildin LAG 10.57 ❑x feet ❑ meters fl 1 )9- 9( ) < g) Highest adjacent,(finished)grade-next to building(HAG) 10.89 ❑x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 10.57 ❑x feet ❑ meters SECTION D—SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer, or architect authorized by law to certify elevation information. /certify that the information on this Certificate represents my best.efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? 0 Yes ❑No ❑Check here if attachments. Certifier's Name License Number GEORGE IBARRA 2534 Title GE... q PROFESSIONAL LAND SURVEYOR *C��li'G�aSI Company Namea NO.2 a NOVA SURVEYORS, INC. T : a m a Address N TE OF 1355 NW 97 AVE, SUITE 200 CORIDP' City State ZIP Code <qN.•...... {o MIAMI Florida 33172 Signature Date Telephone Ext. 04-25-2018 (305)264-2660 Copy all pag of Ihis Elevation C-er0date and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. Comments(including type of equipment and location, per C2(e), if applicable) SECTION C 2(E)LOWEST ELEVATION MACHINERY IS A/C PAD. LAT. &LONG. PROVIDED BY GOOGLE EARTH. CROWN OF ROAD ELEVATION =10.83 FT FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 2 of 6 ELEVATION CERTIFICATE • ' ' •� • : ; OMB No. 1660-0008 ' " "•• " • • • ..• Expiration Date: November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Ap.& "S , Wn�� uite, fig/ojf ldg. No)or Q.O. Routeand Box No. Policy Number: 113 NE 105 ST • " ; : ••� • "•" " City • • Stale ••. '.• ZIP Code Company NAIC Number MIAMI Florida 33138 SECTION E—EU IIGLEj�E�4TION INFQRMATION PURVEY NOT REQUIRED) ••Fpq Z. E:0 AbJD YQNE A(WITHOUT BFE) For Zones AO and A(without BFE),ccmllet;I14s-E1-EA Ake cate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items E1—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a) Top of bottom floor(including basement, _____-_ crawlspace,o�'enclosure)is -.-----.-- - - ❑feet ❑meters ❑above or ❑below the HAG. b) Top of bottom floor(including basement, crawlspace,-or-enclosure);is ___- _ .. ❑feet ❑meters ❑above or ❑below the LAG.-.. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in —the.diagrams)of the building_is - , [3 feet ❑meters ❑above or ❑below the HAG. _- E3.-Attached garage-(top of slab)-is'_ ❑feet ❑meters ❑above or E]below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is _ _ ❑feet ❑meters ❑above or ❑below the HAG. E5.,Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance?' ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here. The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name WILLIAM CRUZ Address City State ZIP Code 113 NE 105 ST MIAMI Florida 33138 Signature Date Telephone Comments ❑Check here if attachments, FEMA Form 086-0-33(7/15) Replaces all previous editiota Form Page 3 of 6 ir ELEVATION CERTIFICATE • • : OMB No. 1660-0008 • • . . • •.. • • Expiration Date: November R,0, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. Nod or P.O•Route and dbt Np'• Policy Number: 113 NE 105 ST • • " • '•' : • • •' City State • • ••• e •IPlod • CompanyNAIC Number MIAMI Florida 33138 SECTION G-COMMUW;rY INFORNIATLOW(QP'.fIONAL) The local official who is authorized by law or ordinance to administer the:;o ruti s f;oadp} gmanagement ordinance can complete Sections A, B, C(or E), and G of this Elevation,Certificate. Complete*etaMIiCabI4 item(s)and sign below.Check the measurement used in Items G8-G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer,.or.architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) - -GZ ❑ A'community official completed-Section E for a.building located in Zone A(without a FEMA-issued or community-issued BFE) or Zone AO. -G3.,_❑ -The following information(Items G4-G10)is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued W. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as-built lowest-floor(including basement) of the building: ❑ feet [] meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments(including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 4 of 6 r Wv, rap, .45 .ek me• 9 S3 N;Wl 1 BJQ 0 11 V-11,11 note]0 ,94, ,'ZL --y 15'�R4� zi- NJ) me: ALJW�� 'ki ........... . .............. *W, SWP , -?,!4, lt7x. 'i�1, 1 or gi -50 y T 'nM ne V.Hilo •'!t;�-Nz 4.�4 NSPECTION RECORD POST ON SITE Permit NO RC-10-17-2445 ORE& Miami Shores Village Pemiq pe: Residential Construction .: � 10050 N.E.2nd Avenue . iiE- new Miami Shores.FL 33138-0000 Work Classification:Garage Enciosure Phone (305)795-2204 Fax: (305)756-8972 n �t0R1 Issue,Date: 12/8/2017 Expires: 06/06/2018 INSPECTIONREQUESTS: (305)762-4949 or Vog on at haps:tibldg.mn amishoresvi liage.comicap REQUESTS ARE ACCEPTED DURING 8:30AM-3-.30PM FOR THE FOLLOW.NG BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Residential Construction Parcel #:1121360050100 Owner's Name:ANNIKA ASHTON ERIC'HERNANDEZ Owner's Phone: (054)554-0418 Job Address: 113NE 105 Street Total Square Feet: 220 Miami Shores, F 33138-703 Total-Job Valuation: $ 3Q,000.00 3586 Bond Number: - �! low W � LLOWED:119 IN UP M THROUGH FRIDAY,8:OOAM-7:00PM. -Contractor(s) Phon, via t r • SAY 8:OOAM-6:OOPM. WILCON CO (786)3 s , N9ING K IS ALLOWED ON SUNDAY OR HOLIDAYS. { B AND ROOFING INSPECTIONS ARE DONE - DAY THROUGH FRIDAY. ,_m f%T ' dam/ Ia11�✓ i Y jd--,-/ 7, 1 NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. INSPECTION RECORD STRUCTURAL WINDOW5&DOORS PLUMBING INSPECTION DATE INSP ' INSPECTION DATE INSP INSPECTION DATE INSP Foundation _ Attachment ' Stemwall . FINAL Slab Rough - Water Service Columns(1st Lift) h- 2nd Rough r Columns(2nd Lift) PLIBLIC.WORKSTop Out Tie Beam INSPECTION DATE INSP' Fire Sprinklers Truss/Rafters Excavation Septic Tank ' Sheathing Sewer Hook-up Bucks � � - Roof Drains Interior FramingILI Gas Insulation INSPECTION DATE INSP LP Tank -Ceiling Grid AtTemporary Pole Well Drywall 30 Day Temporary Lawn Sprinklers Firewall FM� Pool Bonding' I -Main Drain Wire Lath Pool Deck Bonding Pool Piping Pool Steel - Pool Wet Niche Backflow Preventor 'Pool Deck Underground I Interceptor Final PoolFctptar GMund r_,_w .,__:_ _ _ _ _ �.d 1t11 DdJ119J Final Fence Slab Condensate Drains Screen Enclosure Wall Rough HRS Final Driveway Ceiling Roug Driveway Base Rough - MMOWL PLUMBING COMMENTS Tin,Cap Telephone Rough, Roof in Progress -_Telephone Final Mop,in Progress TV Rough - 1 Final Roof TV Final - Shutters Attachment Cable Rough — Final Shutters Cable Final Rails and Guardrail's Intercom-Rough ADA compliance Intercom Final ' Alarm Rough INSPECTION DATE INSP AN Alarm Final (Underground Pi DOCUMENTsj{/ Fire Alarm Rough Soil Bearing Cert Fire Alarm Final i Rough Soil Treatment Cert Service Work.With_ Floor Elevation.Survey /?.tin - 1+ •7` r/- - -VCI.1{1td L1U1I nuugll - Reinf U==nit Mas Cert ELECTRICAL COMMENTS Hood-Rough lnsulation Certificate Pressure Test Spot Survey - Final Hood Final SurveyFinal Ventilation T Truss Certification ». Final Pool Heater STRUCTURAL COMMENTS Final Vacuum MECHANICAL COM ENTS -INSPECTION DATE ,INSP Final Sprinkler Final Alarm