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RC-13-1155�. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 137 NE 92 Street � MAY � BY.................... ,FBC 20 Permit No. 13 _ l ! ✓✓ Master Permit No. ROOFING City: Miami Shores County: Miami Dade lip. 33138 Folio/Parcel#: 11-3206-013-3170 Is the Building Historically Designated: Yes NO X Flood Zone: OWNER: Name (Fee Simple Titleholder): Isabel Gomez-Bassols Phone#: 786-367-0826 Address: 1215 N. Biscayne lit RD City Miami Beach State. FL Zip. 33141 Tenant/Lessee Name: Phone#: Email: lsagbl7@hotmaii.com CONTRACTOR: Company Name: Amcon Builders, Inc. pie#: 305-598-1112 Address: 9800 SW 92nd Ave City: Miami State. FI Zip. 33176 Qualifier Name: Jules Beck phone#: 305-598-1112 State Certification or Registration #: CBC001462 Certificate of Competency #: Contact Phone#: 786-512-1581 Email Address: amconb123@aol.com DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $�= Square/Linear Footage of Work: Type of Work: PS"Addition OAlteration ONew ORepair/Replace ODemolition Description of Work: 1hyQ P V- 0 0-pp:n-I -+- rl= Ln o ) a, in . n aa-_ 'T�-- ',n 1A a .ems _ % *J Scanning Fa Notary $_ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ J Bondritg"ConVany's Name (if applicable) Bonding Company's Address City State N/A Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address City State Zip 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: 1 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 EMPROVEMENTS 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 an a reinspection fee will be charged Signature —Signature --C. 21—� ----100-� Owner or Agent E17 Contractor The foregoing instrument was acknowledged before me this � The fore g instrument was acknowledged before me this day of �L' ., 20 ,3, b;.I!` � • ls� l`� G �s day of MQ fC h1 , 20 �, by Mies who ' rsonally known or who has produced who 's ersonally known t or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARYP LIC: NOTARY PUBLIC: (7 Sign: Sign:I %—) ifibi Print: % Q Print: My Commission Expires: * * MY IIt� My Commission Ex EXPIRES: April 3, 2®14 m�.d u�r�.� qj r9 `OFF�PP`� kided 11tH *O = APPROVED BY Plans Examiner MY COMMISSION 11) SIND? EXPIRES: April 3, 2614 WedTMuWgettt q%r*N Zoning Structural Review Clerk (Revised 3/12i2012)(Revised 07/10/07)(Revised 06/10=W)(Revised 3/15/09) NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POUED ON THE JOB SITE AT TIME OF'Ii W MpECTION PERMIT NO. TAX FOLIO NO._ STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED :hereby gives notice that improvements wig be property, and In accordance with Chapter 713; .Florida Statutes, the Is provided In this Notice of Commencement• CFN 2013RO55 8431 OR Sk 28726 Ps 23131 (fps) REGORGED 07/16/2013 15=27:06 HARVEY RUVINr CLERK OF COURT MIAMI -GAGE COUNTYP FLORIDA LAST PAGE STATE OF FLORI , COUNTY OF DADE I HEREBY C I"TIFY III% is a y of tip odgkW Red in WS I day -of oto ce�lat_ _ A:D. r 2a ve � FkES�LIN,&40`4"�' Cery Courts s L Spaceabove reserved fat, 106 of recording office 11 L al,descripti n of roperty� d s t/address: i6-161 g+ 2. Description of Improvement , :t S. Owner(s) name and addres Interest in property: Name and address of fee simple titleholder name, address and phone number. CA Y-Y'tPCf, 9 i At 17 1IVP rc- 5 Sufety: _Payment bond required by owner.from contractor, If any) Name, address and phone number. Amount'of bond 6. Lender's name and address: _ 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be seared as provided by Section 713.13 W, Florida Statutes, Name, address and phone number. 8. In addl6h to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided In. Section 713.13(1)(b), Florida Statutes. Name; `address and phone`number:. 9. Expiration date of this' Notice of Commencement (the expbation date is 1 year from the date of recording unless a 0" date is specified WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION.OF THE NOTICE OF CQMMENCEMENT ARECONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART[, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPR41!,EM,EN.TS,TO YOUR PROPERTY. A. NOTICE OF COMMENCEMENT -MUST` BE iiECORDED AND POSTED ON THE `JOB `SITE' bEF0RE THE FIRST INSPECTI IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING O R OTICE OF CO ENCEMENT. S(gnatures) of 0 r Ow n, s' A ed Offleer/Di0ector/Partner/Manaaw Prepared Prepared' By �- 1 _ i Print Name ,' Pte. Name 7W. D flce Tltle/Otflce STATE-bF FLOFIDA COUNTY OF MIAMI -RADE The foregoing Instrument+was clvtowtedged before me this day, By tad 4 (_1d2�� � EXPIRES: April 3, 2014 Bonded Thin 8491 N►ey Servios that the who signed above: Ely � 123.01-52 PAGE 3 3/10 ■■■■■ mmmmm MEN■■ ■■■E■ MEMEN MIMEME ■EN■■ ■■■■■ MOMMEMMEMMEMMEME ®EMEAMEMEMEMEMEM MEMMMIMMEMEMEMEME ®EMEMENEEMENEEME ®ENNOMENEEMENEEN ®MMMMMMMMIMMMMMMM IMEMEME [MEMNON No ME ME ME No ME ME so MEN MEN mom mom mom mom NNE mom ENO mom ONE ME No MEMNON MEMNON 0 0 ME EMEMEME MMEMEME MMEMEME MUMEMEM mmmmmmm ■■■■ OMEN ■■E■ MEMO ■OE■ ■■■■ ■■■■ NONE ■■M■ NONE MEMO No ME No MEN mom mom mom MEN mmm ME ME ME No No ON No Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 U/ '2'L1 `l-3 Permit No: kc f 3 — f i S'-5' Structural Critique Sheet Page 1 of 1 STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and Include one set of voided sheets in the re -submittal drawings. Mehdi Asraf i2- STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and Include one set of voided sheets in the re -submittal drawings. Mehdi Asraf Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 9 C i s/2a/,3 Structural Critique Sheet Page 1 of 1 P" %: t -co e 219' I iJ S PC-G'T I N 411j`tS AIR- qAS-2' N2`% F4 Pio v ►'D Cc7E�P1 iLC t� CALcg . —Fm e-- Corr c -(4, -t: E STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re -submittal drawings. Mehdi Asraf STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Isa Gomez PROPERTY ADDRESS: 137 NE 92 St Miami, FL 33175 LOT: 1819 BLOCK: 23 SUBDIVISION: PERMIT #:13 -SC -1462967 APPLICATION #: AP1102025 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR902314 PROPERTY ID #: 11-3106-013-3170 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER]. [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND T [ 1,050 ] GALLONS / GPD Septic CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ D [ 667 ] SQUARE FEET SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [x] STANDARD [ ] FILLED [ ] MOUND [ ] I CONFIGURATION: [ ] TRENCH [x] BED [ J N F LOCATION OF BENCHMARK: Crown of Road 9.85' NE 92 Street I ELEVATION OF PROPOSED SYSTEM SITE [ 10.20][ INCHE3 FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 40.20][ INCHE3 FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT L D FILL REQUIRED: [ 0.00] INCHES EXCAVATION REQUIRED: [ 72.00] INCHES 1. -Install a 1050 gal min, septic tank with an approved filter. O 2. -The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance T with s. 64E -6.013(3)(f), FAC. H 3. -Install 667 sf of drainfield in bed configuration. 4. -Install 42" of slightly limited soil at the bottom of the drainfield. E 5. -Perimeter of excavation area shall be at least 2 ft wider and longer than the proposed absorption bed. R (Comments Continued on Page,2.) BY: TITLE: Master Septic Tank Contractor APPROVED BY: — ( � ��ITLE: Engineering Specialist II Dade CHD DATE ISSUED: 05/30/2013 EXPIRATION DATE: DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC v 1.1.4 AP1102025 62099864 11/30/2014 Page 1 of 3 DOCUMENT #: PR902314 .-Invert elevation of drainfield to be no less than 7.00' NGVD. .-Bottom of drainfield elevation to be no less than 6.50' NGVD. -Water line within 10 ft of septic system to be Sch 40 PVC or sleeved in accordance with FAC Ch 64E -6.005(2)(b). -This permit includes the abandonment of the existing septic tank. system is sized for4 bedrooms with a maximum occupancy of 8 persons (2 per bedroom), for a total estimated sewage of 400 GPD. NOTICE OF RIGHTS A party whose substantial interest is affected by this order may petition for an administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such proceedings are governed by Rule 28-106, Florida Administrative Code. A petition for administrative hearing must be in writing and must be received by the Agency Clerk for the Department, within twenty-one (21) days from the receipt of this order. The address of the Agency Clerk is 4052 Bald Cypress Way, BIN # A02, Tallahassee, Florida 32399-1703. The Agency Clerk's facsimile number is 850-410-1448. Mediation is not available as an alternative remedy. Your failure to submit a petition for hearing within 21 days from receipt of this order will constitute a waiver of your right to an administrative hearing, and this order shall become a 'final order. Should this order become a final order, a party who is adversely affected by it is entitled to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a second copy, accompanied by the filing fees required by law, with the Court of Appeal in the appropriate District Court. The notice must be filed within 30 days of rendition of the final order. STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Ise Gomez CONTRACTOR / AGENT: Chapman Septic LOT: 1819 BLOCK: 23 APPLICATION # AP1102025 PERMIT # 13 -SC -1462967 DOCUMENT # SES99864 SUBDIVISION: 11-3106-013-3170 TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: [X]YES [ ]NO NET USABLE AREA AVAILABLE: 0.29 ACRES TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 724.98 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 1000.00 SQFT UNOBSTRUCTED AREA REQUIRED: 1000.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: Crown of Road 9.85' NE 92 Street ELEVATION OF PROPOSED SYSTEM SITE 10.20 [ INCHES / FT ] [ ABOVE / BELOW ] BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: none FT DITCHES/SWALES: none FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: none FT LIMITED USE: none FT PRIVATE: none FT NON -POTABLE: none FT BUILDING FOUNDATIONS: 10 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 45 FT SITE SUBJECT TO FREQUENT FLOODING? [ ]YES [X]NO 10 YEAR FLOODING? [ ]YES [X]NO] 10 YEAR FLOOD ELEVATION FOR SITE: FT [ MSL / NGVD ] SITE ELEVATION: 9.00 FT [ MSL / NGVD SOIL PROFILE INFORMATION SITE 1 SOIL PROFILE INFORMATION SITE 2 USDA SOIL SERIES: Urban land Munsell #/Color Texture Depth 10YR 5/1 Sand 0 To 30 1OYR 6/3 Oolitic Limestone 30 To 72 USDA SOIL SERIES: Urban land Munsell #/Color Texture Depth 1 OYR 5/1 Oolitic Limestone 0 To 36 10YR 6/3 Oolitic Limestone 36 To 72 OBSERVED WATER TABLE: INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 60 INCHES [ ABOVE / FEELOW13 EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [ ]YES [X]NO DEPTH: INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Replacement 4-S, CS, LCS/0 DEPTH OF EXCAVATION: DRAINFIELD CONFIGURATION: [ ] TRENCH [X ] BED [ ] OTHER (SPECIFY) r REMARKS/ADDITIONAL CRITERIA SITE EVALUATED BY: DATE: Chapman, Charles (Title: Master Septic Tank Contractor) (Chapman Septic Service, Inc.) DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC AP1102025 EID1462967 72 INCHES 03/14/2013 Page 3 of 4 v 1.0.2 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by fi3, dS-c►® L- S to perform special inspector services under the Florida Building Code at the J3" 7 MY"- !9 Z 'Vr project on the below listed structures as of �1 t�'� (date). I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: I �' ❑ SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20) ❑CIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2.4.2) SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5.4) ❑ECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2) P 4SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1(R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12 (R4405.9.12) ❑ SPECIAL INSPECTOR FOR Note: Only the marked boxes apply. The following individual(s) employed by this firm or me are authorized representatives to perform inspection 1. J i4U C H E. 2. Imo. tM 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 Fundamental Examination; or registration as building inspector or general contractor. I, (we) will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County. The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional-judgr{ient qse portions of the project outlined above meet the intent of the Florida Building Code and are in substantia9 .ccr�arr 'th the-�approved plans. Signed, a I Engineer/Architect 44-U— l V i�c H1'CCT DATE Created on 611012009 - (PPJ"n Address %�vlc:D Phone No. -79 r' 2c7 0 ^ SS- I C' Miami shores V Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Permit No: RC 13 -11S-f- %►3 Structural Critique Sheet 6DIQ�o�a �'� ��(pri i-�9 cPrtzg < -,Fv R-- Cc,rJ-CE 6 9-I.A� . STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets In the re -submittal drawings. Mehdi Asraf lot Engineering &'fasting LaboratoryUS South Inc. p 14345 Commerce Way. Miami. FL 33016 Phone: 305.550.25ER3 1 Fax: 305.362.4669 Tested by: LARRY DATE: 09.26.2013 PROJ No.: #13-8680 REPORT OF FIELD DENSITY TEST (SOIL, COMPACTION) AMCON Builders, Inc. 9800SW 92nd Avenue Miami, Florida 33176 Residential Home Addition 137 NE 92nd Street Miami Shores, Florida PROCTOR DATA PROCTOR SOIL DESCRIPTION PROCTOR VALUE NUMBER Mas. D DeuSlt O timum Moisture 14306 TAN LIME SAND WITH SOME LIME ROCK 109.9 12.1 FIELD DENSITY TEST ACCORDING TO ASTM METHOD D-2922-71 TEST No. TEST LOCATION PROC. No. DENSITY NOT DRY M%S. COMP. RESULT 1 CENTER OF RESIDENTIAL HOME TERRACE ADDITION ON NORTH SIDE 14306 FINAL 106.9 11.9 97.3 PASS 2 CENTER OF RESIDENTIAL HOME TERRACE ADDITION ON SOUTTH SIDE 14306 FINAL 107.1 11.8 97.5 PASS 3 CENTER OF RESIDENTIAL HOME ROOM ADDITION 14306 FINAL 109.4 11.2 99.5 PASS TEST DEPTH (IN) 12" REQUIRED PERCENTAGE OF COMPACTION 95% P= PASS F=FAIL FT=FOOTING SG--SUB-GRADE BC=BASE COURSE MH=MAN HOLE Respectfully submitted, f` +Py p Giiasem K1avaWkz- P.F-. 2l/_ ,_,� / Floitida Registi-atiOn #x.1955 v 81 I ENGINEERING & TESTING LAB., INC. Project No.: 13-8680 Date: 09.25.2013 Client No.: 13-8680 Tested By: Larry Project Name: Residential Home Addition Project Location: 137 NE 92nd Street Project City & State: Miami Shores, FL Sample Method: D-1557 PSF: Proctor No.: 14306 Max. Dry Density: 109.9 Optimum Moisture: 12.1 Natural Moisture: % Soil Description: TAN LIME SAND WITH SOME LIME ( f; Ghasem Rilavanin, P.E. y Florida Registrastion # 41955 VAZIRI & ASSOCIATES, INC. Structural Engineers Date: November 13-2013 Miami shore building and zoning 10050 north east 2" ave Miami shore Florida 33138 Attn: chief bui 7ding inspector rkrzVVI i #- (ZC S I 7( S -'s; REF: 137 north east 92"d street Miami shores Florida Gent 7emen : On November 13 2013 this office re -inspected the shoring for the above noted project. we found the shoring to structura77y adequate by adding addi tiona 7 "T" bracing to the upturn beam at 3'-0" o. c. If you have any questions or require additional information please contact this office Vaziri & associates, Inc. 5tructura7 engineers Design, Inspection, Supervision Marina Lakes 4993-B S.W. 74 Court Miami, Florida 33155 Office: (305) 663-5617 Fax: (305) 663-5614 NOTICE OF TERMITE PROTECTIVE TREATMENT As REQUIRED BY FLORIDA BUILDING CODE (FBC) 104.2.6 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. DATE OF TREATMENT: � Ise r a TIME OF TREATMENT: IN L e ` 0 APPLICATOR: OUT BUILDER NAME: V COAJ �L�Z> TREATMENT ADDRESS: % 73 Al tL !?Z JOB #: LOT: BLOCK: UNIT: RAY 8L TAMP SPRAY ONLY SPRAY # R�IDMIAL COMMERCIAL DDITION � CHEMIC a ' % �Li GALLONS MONOLITHIC 41R9S/F CHEMICAL: L/F STEMWALL STAGE OF TREATMENT (HORIZONTAL, VERTICAL, ADJOINING SLAB, RETREAT OF DISTURBED AREA DATE OF TREAT IVLT: PERIMETER TREATMENT Tam OF TREATMENT: L/F APPLICATOR: SF GALLONS S. STATE RO WANTAilON, FLo 1 317 954-584-8588 1-800-749-8588 FAx: 954-584-6117 L/F FROM :AMCON BUILDERS,INC. FAX NO. :305 598 0886 Jul. 17 2013 02:15PM P2 AC AMCOBUI-01 ELVIA �--- _ ___ CBR_: rIFICATE OF LIABILITY INSURANCE -DA -M04 TH19 CERTIFICATE rs 19gUED A9 1 MMITTER OF INFORMIATION ONLY At1Q CONFERS NO RIGWT$ UP — �.. 3/18/2013 CERTIFICATE CES NOT TE OF IIII SU A E NEGATIVELY C AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES ON THE CERTIFICATE HOLDER, THIS BELOW THIS CERTIFICATE OF IIV 6URANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER{3), AUTHORIZED_ REPRESENTATIVE OR PRODUCER, A NO THE CERTIFICATE HOLDER, IIIIiPORTAAIT: _._ fhe certificate hoUl ;r"Is sn ABOI7IONAL INSURED, the ppllay(iej) must 6a endan�ati, 1} the terms and Conditions of fhb poll,, f, certain I:folictas S!►BROCATION ►9 WAIVED, subject to .certificate holder in Ireu Of such andor se require an endorsement A statement on this certificate does not confer rights to the PRODIICflR "-•— ..._ .-...r"efit{9).•.—. •-- ••-- CPN n8C11rc®, Inc. NAM,...._.... _ P.O. Box 581PRONE •--- • • ---• 305 870-6111 vll2 -- Miaml, FL 3367 1587 JM&ND-MAL- •AbDR�$8_ •- _ —._ . —_. INBUiR�RiaZAFFORbINti COVEFtARR !NBURFIiA:ScattlLdale insuranCe C ane, 4129T�e MISUReR B a Amcon Builders, Inc. ,watrRSRc: .. .. .—_ 9800 S.W. 82 Avenue -.._ __... --• Miami, FL 23178 IN$URERD:_ C4VERAGE3_ CFI �IFICATE NUAl113ER: " -- - THIS IS TO CERTIFY TWT THE PO Ft 8 UINSUFtANCi LISTED _ BLOW_ HAVE BEEN ISSUEiD TOTHE iw1Ji D NAM Q AgpyE P R -�I.(E P&ICY AERiO6 REVISION NUMBEP- INDICATED. NOTWITHSTANDING ANY Ft aQUIREMENIT, 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 I VLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. _. _ 40111 fCY NUMBER — —7—OENERALLIABIUTY (4fIAl —UMTS A X COMMERcn GENERAL LIABILITY MAMMA= rX l OCCUR GWL AGGREGATE LIMIT APPLIES PER: X PoucY -i IRLM hoc Avrftome LLAOILrrir ANYAUTO I I AUTOE3 OWNED SCHEDULED HIFLFO AUTOS NAOWNED UMBR[�21ALIA6 — -- OCCUR RX43ASS UAB_ CLANA"ADe O _..._ RETENTION $ WORKERS COMPEtl$ATWN — — -- AND EMPLOYMI UAg Uff OFFCE IMEMBER "CLUDE C r� IIIA (Nl0waiory In NH) Ltq ae&M, srfine und -- ¢ESRIPTION OFg10{ys ba10w DESCRIPTYON OF OPERATION$! LOCATIONS /VENICE! 8 (Atltor, ACOfty 101, Adt6flemll RomarRs Sc1leEurs, 1=2013 1/22/2014 If nww Grace is regnmw) M6p LAny frg PArpnl 8 PCRSONAL a ADv IMWRY $_ -caet�ro�aGo s s BODILY INJURY (Per !7l ) $ BDDILY INJURY (Per epi w* $ _— EACH OCCURRENCE AGGREGATE E.L. EACH ACCIDENT EL, DISEASE - FA EMPLO _ $ E.L. DISEASE POLICY LINT CANCELLATION SHOULD ANY OR MTHE ABOVE DESCRIBED POLrCWB IRE, CANCELLED BEFORE i81rt1 Shores Village Bulldirlll Deparpnent THE EXWRgTION DATE THUteop, NOTICE WILL Be DELIVERED IN 10050 NE 2nd Ave ACCORDANCE WITH THE POLICY pRomIONS, Mframr Shores, FL 33130 AUTNORIxED R6PRHSEMrASVE 01'�i. ACORD 25 (201 Ojos) The ACORp name and logo are rsEr®Istered marks of ACORi3 D CORPORATION. All rlghta reserved. FROM :AMCON BUILDERS,INC. FAX NO. :305 598 0886 Jul. 17 2013 02:15PM P3 # .1/ 11/101:3 13:57 ;:outttoast 1'erscmnel� LION 1NSLlIIANc:E l'(WANT-+Ancon bulluers, irlc. 1�1 Producer: Lion Insurance Compsi,y "'- 2739 U.S. Highway 19 N. Holiday, FL 34691 (727) 938-5562 I11'9erredt South East Personnel Leasing, Inc. --& Subsidla 2739 U.S. Highway 19 IV, Holiday, FL 34691 tJns orla4cale may I iseucv9 �u -^ avwr retutra to tra0 r Paid clelm:r mW Dench. the msurmv n off,) W:R A(XX ` t TR INSRC1 Type Of InSurance DY 010 POAC19$ d0scr-Med LOMmeralal General Uabil ly Claims Made 13 Dccur eral 099regete limit appne11 per: Polio [3PIRWI EI LOC LIABILITY AN Accu AD Coed AMM Scatc4lrred Attu Jilted Auto$ Nrm.r:iwfad ArdOs PWoYkersCW1V8nsatlanwW CESWUMSRELLA LIAINLrrY (lrrur 0 t" Imrm,, Mods Deduclible A yu8buity Artypropr1etor/partrreyax*zu6"offo r/mamblr excluded? NO If Yes, describe undet speoisl provision balan. 1`011Cy Number WC 71949 This Cartifioatie 1s WWd o as J. matter of ieformatlon only and Confers rro right Pan ifm cWtIfteate Welder. This cerNflcaeo doe9 nota." ehe —egg afforded by the pollotso belong, extend of offer Insurars Affording Coverage I Insurer A' subJers M aA tJte Imrns, e7(:'lli$ioris.and-0'r`W po� srof sWohnaDum1IoCin Or41QtD aicrepmo J✓ Qj�vmrat a o tl.A Limits Each Ck.,vmmACe OWnV4 to rertedptarwAs (EA occurr(stco) Med Exp Persotlat qdv`(nJuy Grmerm AQ &9,99 ROAM - Cohp/Op Apg CrrmJxn6d singlet I tmn (EA Actidnnt) (Par Parsee) 8oui�� (re(Araarl,m J Prrgtaaly Damspa (Per Accadon) Etchftunence Aggregate 01/0112013 01/01/2014 X I We sietu.oTl+ Lirltl�s ER E.L. Each A=rdent E.L. DIS - ea Empioyee E.L. Disease - D -ft— Limas Qth S1.0copm I Ip(A1 r"tn Bl,n.o.o(N er L101111"uronce Com Descrl lams of Perm >is A.M. Nast Company rated A_ (Excellent). AMg # 2; pt Operatlo /I,paatlons/Vahlek) vexaiuslons added by EncforsementlSpecial Provisions: Coverage only applin to active emPbM(s) of South Ir Nat Envipyee Loring Serviced, Inc. that are leased ht the following Cant Company; Cknt IDr 81.73-033 Coverage only applks to Inluries Incurred by South F:ae t Peensorfnel Leasing, Inc, as recon a ul rs, Inc. C"erage does trot apply to stud orq emPlayce(s) or in iependent contractor(a) of the ClientemploY�(s) , while war" in Florida. A list of the active Company or arty other entity. Protect Namef errtployu(s) leased m the Clioart torr Parry can be obtained by faxing a request tD (727) 937-21M or by calling (727) 938-5562. FAX; 306.698-088$ & 306-75&88721 ISSUE 0512-•1 1 (sp) BUILDING DEPARTMENT 10060 NE 2ND AVE MIAMI SWRES, FL $3198 endwowmmail 30d wrmonnoi wfVrOarn dEoIlmI obboali0A or libbilltY DttM 1 eh J age er, g5 ga forolder pTe q m Ifw 1 My land trprnr tate in(drer, ds agertm or rlDreselveuvt,$ r 10 00 46 Otto impgca err, tY FROM :AMCON BUILDERS,INC. STATE OF FLORIDA DEPARTMIM OF Bt7SINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH NONROE STREET (850) 4871395 TALLAi`TASSI�s:t; FROM :AMCON BUILDERS,INC. FAX NO. :305 598 0886 Jul. 17 2013 02:16PM P5 Ii��1;iD FIRST-CLASS "��t'� '3L t5"1• •,� A_ 1•: ; " 4T U.S. POSTAGE PAID MIAMI FL t ,. • I •,: ••• . ,:. ,�ya� y� PERMIT MIAMI, FL 073843-6 TI -111.3 NOT A BILL •• DO NOT PAY RENEWAL eu%i WAj8jt ?NxNC STAT 1091462 073843-6 9800 SW 92 AVE 33176 LININ DADE COUNTY OW RON BUILDERS INC s'Me SUr2MERAL WORKER/S '"15 15 BLDG CONTRACTOR 1 d ONLY A LOCAL awiNkM TAX RCCF�IPT. IT DOES NOT PeAM TILE HOLDER TO V„YtAtl• ANr E%EITING RERUI.ATOt�Y OII ZONING LAWS OF THe1 CAVNTY OR OITIES. NM )aN 00 NOT FORWARD IT B%EMPT THE aR PERMIT NnOil L�f-"p. AMCON BUILDERS INC TIr.RNfir' REotriRea ev LAW TNIR iF NOT NOT ACE JULES BECK PRES STIOU"PF THE HOLOSR'A OIIALlr-[I A• TIONS. 9QQ(I SW 92 AVE MIAMI FL 33176 PAYMENT RECEIVED I�.ROEE COUNTY TAX 08/29/20:2 60020000] 55 000075.00 kdh j Ili1,:Il}1I1, li j l} } I l l Ili t ' SEE OTHER SI[IE I JORGE GABRIEL NUCHE Jorge ""°Designs ARCHITECT 3170 SW 111 AVE October 29 2013 MIAMI FL 33165 T 786 290 8616 To Miami Shore building department F 305 553 3202 Work Email inuchel ®mac.com Web site H nuchedesign.com Ref 137 NE 92 Ave Permit -13-1155 I am authorizing the first floor tie beams be poured upon inspectors approval of reinforcing. Second -floor columns and slab to be poured in a separate phase upon relocation of existing electric meter, and Inspector approves the second phase reinforcing inspection for second floor slab and columns supporting this portion. Jorge Gabriel Nuche Architect -Fl. Reg. AR00013547 ARCHITECT: cop JORGE NUCHE DESIGN GROUP '3l 70 sw 1 1 l T" AVENUE Y- MIAMI, FLORIDA 33165 STRUCTURAL ENGINEER: VAZIRI & ASSOCIATES, INC. 4993-e sw 74 COURT MIAMI, FLORIDA 331 55 305-663-561 7 TABLE OF CONTENTS WIND PRESSURES CALCULATIONS MASONRY CALCULATIONS CONCRETE SLABS AND CONCRETE BEAMS CALCULATIONS CALCULATIONS FDR: . GOMEZ-BASSOLS RESIDENCE 1 37 NE 92 STREET MIAMI SHORES, FLORIDA ARCHITECT: JORGE NUCHE DESIGN GROUP 31 7❑ 8W 1 1 1 TH AVENUE MIAMI., FLORIDA .331 65 PARE 1-6 7-17 1 B -2D VAZIRI & ASSOCIATES INC. ASSUMES RESPONSIBILTY FOR BOTH MANUAL AND COMPUTER GENERATED CALCULATIONS CONTAINED HERIN. TOTAL NUMBER OF PAGES CONTAINED IN THESE CALCULATIONS INCLUDING THIS COVER SHEET IS 21 VAZIRI & ASSOCIATES, INC. STRUCTURAL ENGINEER HOSHMAND VAZIRI # 39663, # B 1 O CA 7436 r r �dn • IGi�7 i Gass©ls'Resz�e�a�e , l � lE92,' i?1� i Y1OT£fS, T OYYf�tZ f r r • I - x� o ` k t a y —nd mer si ion .2.1..1. 7-10 ' Developed by MECA Enterprises, Inc. Copyright 2013 www.mecaente=rises.com Date : 3/5/2013 Project No. 2013-09 Company Name Vaziri & Associates, Inc. Designed By SR Address 4993-B SW 74 CT Description Two story house, V=175 mph, Ca City Miami Customer Name Gomez Bassols Residence State FL Proj Location Miami, FL File Location: K:\2013 CAD JOBS\2013-09_GOMEZ BASSOL_nuche\Structural Calculations\Wind Pressures\wind pressures.wnd Directional Procedure-22 Heights Buildimg (Ch 27 Part 1) All pressures shown are based upon SSD Design, with a:Boa:d.Factorof .6 Basic Wind Speed(V) = 175.00 mph Structural Category = IIS/ Exposure Category = C ' Natural Frequency N/A Flexible Structure - No Importance Factor 1.00 -X ,Directiona1 Factor 8 a'' Damping Ratio (beta) = 0.01 - Alpha 9.50 Zg = 900.00 ft At 0..11 Bt 1.`00 Am = 0..15 Bm 0.65 Cc = 0.20 1 = 500.00 ft Epsilon 0.2.0 Zmi:n = 15..00 ft Slope of Roof 4 : 12 '9," Slope of .Roof (Theta) 18.40 Deg Ht.: Mean Roof Ht = 23.00 ft ✓ 'Type of Roof = Gabled -- RHt.: Ridge Ht = .25.00 ft '1- Eht:: Eave Height = 21.00 ft OH.: Roof Overhang at Eave= .00 ft Roof Area = 3547.00 ft^ 2 Bldg Length Along Ridge = 55..00 ft i/ B1dg'Width Across Ridge= 64..00 ft Gust Factor category Z R :_q-d'�-:S ictvres --`S=p7j-ed Method Gust1- : For Rigid Structures (Nat.. Freq.>1 Hz) use 0..85 0..85 Gust Factor Category T Migd::d -Strictures--- :Comp3ete alt's � Zm: 0.6*Ht _ 15.00 ft 1 lzm: Cc* (33/Zm) ^0_67 0..23 I=: 1* (Zm/33) ^Epsilon = 427-06 ft Q: (1/ (1-t,0.. 63*;( (B+Ht,) /Lzm) ^0. 63)) ^0_5 = 0_ 90 1 Gust2z 0.. 925* ( (1+1..7*1zm*3_.*Q) 0.87 C, , ac s„mma=v Not a Flexible Structure use the ,Lessor of Gustl or Gust2a = �- Table 26.11-1 Zn-ternal psessur+e 'coeffic tints for Buildizigsv GCpi. GCPi : Internal Pressure Coefficient = +/-0.18 ' Figure 27...4-1 Zxter a1 Pressure :Coefficients Cp -'toads on Mahn Ximd-Farce Masi.-s#a ng Systems t a -I 14 4414414441 10B B Kh: 2.01*(Ht/-Zg)^(2/Alpha) = 0.93 Kht: Topographic Factor (Figure 6-4;) = 1.00 Qh: .00256* (V) ^2*S-*-Rh-*Kht-*Kd = 37_.14 psf '- Cpww: Windward Wall Cp (Ref :Fig 6-6) = 0_.8.0 Roof Area = 3.547_.0.0 ft^.2 Reduction Factor based on -Roof Area = 0-80 1007EW-Vlall Pressures for ` imd Wormal -to 55 ft wa1=1. >(No -0 to kidge) Wa]Z1 Cp .1-1tressus8 .Pressure +GCpi Apsf) -GCpi Aps1f) Leeward Wall -0...47 -22-44 Side Walls -0.'7'0 =28:78 Vall --Y- av mz mzt gz Press • mss mot a ft ps£ +GCpi -GCpi +/--"GCPi Windward 25.00 0.95 1.00 37.80 19.0.2 32..3-9 40.45 Windward 20:00 0.90 1,00 36.06 17.84 31.21 3.9.,27 Windward 10.00 0.85 1.00 33,.94 16.40 29-77 37.83 Note: 1) Total = Leeward 2GCPi + Windward GCPi Roof Location CP +GCpi(psf) -=Pi(Psf) Windward - Min Cp -0.42 -19.94 -6.57 Windward - Max Cp 0.05 -5.11 8_.26 Leeward Perp to Ridge -0.57 -24.68 -11_31 Overhang Top (Windward) -0._42 -13-26 -1'3.26 Overhang Top (Leeward) -0.57 17.99 -17,99 Overhang (Windward only) 0_80 24.77 24.77 W RS -Wall Pressures for Wind Normal to 64 ft wall (Along Ridge) Wall Cp Pressure Pressure +GCpi (P --,f) -Gr-Pi (Psf) Leeward Wall -0.50 -22..47 -9.10 Side Walls -0.70 -28.78 -15.41 Wall Elev Ir z 'Kzt gz _Press Rsess vota1 ft Psf -+GCpi -GCPi +/-GCpi Windward -25.00 0.95 1.00 37.80 19.02 32.39 41.48 Windward 20.00 0.90 1.00 36.06 17.84 31.21 40.31 Windward 10.00 0.85 1.00 33.94 16.40 29.77 38.86 Note: 1) Total = Leeward GCPi + Windward G.CPi Roof - D.i st -from =Wsndward Mdge CP �+ressure Pressure +GCp (Psf) -GCP. (Psf) 0.0 ft to 11.5 ft -0.90 -35.10 -21..73 11.5 ft to 23.0.ft -0.90 -35.10 -21.73 23.0 ft to 46.0 ft -0.50 -22.47 -9..10 46.0 ft to 55.0 ft -0.30 -16..15 -2.79 1 1 1 1 1 1 1 1 1 t 1 5 Ed T lmd Fressu=e on Conponen-ts and ---Cladding (L% 3:D P.Lrt 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Developed by MECA Enterprises, Inc. Copyright 2013 www.mecaenterprxses.com Date 3/5/2013 Project No. 2013-09 Company Name Vaziri & Associates, Inc. Designed By Description SR Two story house, V=175 mph, Ca Address City 4993-B SW 74 CT Miami Customer Name Gomez Basso]S Residence State FL Proj Location Miami, FL File Location: K:\2013 -CAD JOBS\2013-09-GOMEZ BASSOL-nuche\Structural Calculations\Wind Pressures Wind pressures.wnd ft^2 GCP Ed T lmd Fressu=e on Conponen-ts and ---Cladding (L% 3:D P.Lrt 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Doors & Windows Roof Roof Roof 10.00 25.00 10.00 5.50 Width .of --P=-ess=e 7CoefE• c en t 20ne -'W' = 5.5 ft -1.15 -0.80 _20 -2.31 39.24 17.83 17.83 21.68 Description Width :$pan Area Zone Max M .n Max P MIM P ft ft ft^2 GCP GCP psf psf Doors & Windows 2.00 5.00 c1n0 0 1.00 -1...10 Doors & Windows 2.00 5.00 10.0 5 1..00 -1..40 43.82 -58.68 Doors & Windows 3-00 5.00 19774- 0.97 -1.07 CA2-`567 n^6.33 Doors & Windows 3.00 5.00 15.0 5 0.97 -1.34 42.67 -56..37 I Doors & Windows 4.00 5.00 x'0"°"0 4' 0.95 -1.05 Doors & Windows 4.00 5.00 20.0 5 0.95 -1.29 41.85 -54.73 Doors & Windows 5.00 5.00 74 0.93 -1.03 Doors & Windows 5.00 5.00 25.0 5 0.93 -1.26 41.21 -53.46 Doors & Windows 6.00 5.00 D = °' 0.92 -1.02--:69- =4 1 Doors & Windows 6.00 5.0.0 30.0 5 0.92 -1.23 40.69 -52.42 Doors & Windows 7.00 5.00 35 0" ! 0.90 -1.00 :5 = " " Doors & Windows 7.00 5.00 35..0 5 0.90 -1.21 40.25 -51.54 Doors & Windows 8.00 5.00 0.89 -0.99 �- ` Doors & Windows 6.00 5.00 40.0 5 0.89 -1.19 39.87 -50.78 Doors & Windows 9.00 5.00 4 ,.,0 x• 0_88 -0.9.8 c.39r» 4 Doors & Windows 9.00 5.00 45.0 5 0.88 -1.17 39.54 50.11 Doors & Windows 10.00 5.00 5,2 Q.74,2.,,, 0.88 -0.98 ° Doors & Windows Roof Roof Roof 10.00 25.00 10.00 5.50 5.00 50.0 5 10.00 250.0 1 10.00 100.0 2 5.50 .30- 3�r 0.88 0.30 0.301 0.40 -1.15 -0.80 _20 -2.31 39.24 17.83 17.83 21.68 -49.51 -36.40 7-r -51.25 X ., t -r = - -92.53 1,0e j Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.93 Qhcc:.00256*V^2*Khcc*Kht*Kd = 37.14 psf r317x�MM nknee I �I[AJEd P.ES, �,�OT.-1L�Q _ 5 F3 - - n I F PROJECT. 1-2 Design Ins pection w SUBJECT. SRUf—No VAZIRI* & ASSOCIATES, INC. ,gym Restoration ' S T R U 4993 S.W. 7.4 CT. JOB NO.: DATE: DESIGNED BY: Investigation SUITE 0 PH. 305.663.5617 5;4 . I OF SHEM Reports MIAMI, FL 33155 FAX 305.663.5614 .... ...... ------ ------- - --- -- - ------ ------ ------- ------ ----------- - ----- - ------------­----­------ - -------------- - --------- -------------- - -- - ----- -------- --- J ............. ------------- - ---- .... ... ------ ....... -- - - ----- --­--------_------- -------------- i ------ j ------- - ------ ------------- ------- ------ ------ ------ ------- ------ - ------ ----- - - ---- ------------- -------- ----- - ------ ------ 4 -----.i_.-_-- - .... ...... ......- -------i--- - - --- --- ---- - ------ 7 ------ r --------------­------------- 7 ------------------------------------- 7---' ------------- --- -------- ---- ------ ------- - ---- V ----- ------ 1- 1 1 ...... -------- 3—r- ---------- _5 ------------ ----- - --- - ----- - - -- ------ t ----- - ------- I ------- ----- ------------- ------ ------- .............. ---- -- ...... ------ ...... ..... ------ ------ - ------ ------ ------ ............. ----------- - ------ - ----- ------ ------ ------ ----- - ------ ------ ------ 4 ------ ------i----- - 4 ------ 4 --- - —ar- -4 --------------- ------ 4 ------ 4 ------ 4 ------- ------ .............. - ----- ------------ lWAV ...... 7----- ...... ------------ . ..... T - - ------------- - -- - - - ---------_-- - ------ ----- - -­­------ - ----- -- ­----------------- ---- ...... ------ --- ----- ------ - - ..... ...... ------ ^ --- _! ------- t* --- I ------ --------- - ---- --- - -- - ---------- ------ - ----- , - i ----- '!� ---- ----- ----- i ---------`---.»t._....{----.......... ------ :. t----- - ----------- ----- ------ ------ ------ - ------ ------ 4 ------ 4 ------ 4 --------------- ------ 4 ------- 1 - ----- -------- - ------ - ----- - ---- - - -------.---- - -------- ............ ...... .. .. . ..... ....... --------- - - ------ ------------- ------- - ------ ----- - 4 - --- ----- ------- - ------ - ----- 4 --------------- - ------- — -- -.0 — -- — --------- - ------ ------ — ----- --- — ----- ...... - — ---------- 4 ------------- ------ — ----- — - — ------ — - t:-- ----- — 4_0 —Ito M130WIZ/1 !, ;4'rad 00S' P -No.. G 0V 4500w 1 1 1 1 1 1 1 1 1 1 1 1 1 1 "DESIGN SYSTEWFOR CONCRETE AND "CLAYWASONRY The National Concrete Masonry Association Brick Industry Association Version 4.1 (Release 4. Western States Clay Product Association International Code Council Poct: Gomez-Bassols'Residence Name: Vaziri & Associates, Inc. Topic: COMMON WALL 1st floor H 12.0 1 Date: 03.052013 Page: 1 Chkd: SR ' Design; of a ReinforcedlWasonry Wall- with -Out-df-Planeloads Usiti_q.the200.5MS.J,C-A'SD•Code ------------- ------ Materi6 I and Construction. Data ---------- ................. ..... ...... ......... . . . . . . . . . .. - - - - - - - - ...... ............. ------- #5 -pars, Fy 60000M ReiMfbrcement,Spackg = 3Z­inbn--jaenter ---------- ----------- ------------ ----------- I ---- - ------- ----------- ....... --------- ----------- i ----------- ------- ------- Wall De:sign Section -Properties Ao = 122.6 int ----------- ....... ............. --------------------------------------- ........... ------- ------------ So 24 -OA irio 2.734 in ------------ : ------------- ------------ ------------------------- ------------ L ----------- ------_-_- ----------- --­-------- L Wall Support Simply -,Supported Wall ----------- ------------- ................................ ------ -- -------- -- ----- Specified Load,,!Cornpopents Load R (lb) :e,Cth)`--W-1(pso '-VU-(Fs 1(lb/ft)� *h1­(iq) h2 (n) -------- ------------ --------- -_-_.__.___y.._______--bead ;D-4 ----- iu ------- Live, 0 0 -------- P0 ---------- ....... 1.4�4 Fluid 0 0 D '0 D .0 '144 Wind 01 0 5D 50 I'D 144 ----Seismic----0 , ------------ -------- --- ........ --------- - 44 Rodf 0� 0 D 0" :,0 D 144_ Rain 0 0 .0 ;0 14-4 now 0 ---------- 0 ------------------------- �O ------------------------ --------------- 144 Section Forces1with Cor x/H = 0.520; from bcst ML 107821 lb-in./ft ------------ ------ - - - - - - - - - - - - - 4 - - - - - - - - - - - - - ifing�,T-lexureand Axicil.Load ---b+L-+t +S+!IR-+W r I of Wall ----------------------- ------------ ----------- 6L X4, © DESIGN SYS°TENd FOR ''CONCR'ETE AND 'CLAYIVI 4SO"NRY � The National Concrete Masonry Association Brick Industry Association Version 4.1 (Release 4.1.2) ' Western States Clay Product Association International Code Council Prjct: Gomez-Bassols Residence Name: Vaziri & Associates, Inc. Topic: COMMON WALL Istfloor H 12.0 Date: 03.05.2012 i Page: Chkd: SR P = 259 Ib/ft:at en =,0 in M-F=_ML +Pen_=_1.Q782.71t-infit ................... _..._.. Moment Capacity= -13712.1 Ib-in/ft (1 142.S7:IbzWft).­at-this �axaal load Shear Capacity= 11B7.08 Ibfft The wall is adequate for#hese-crdicalzection-forces. ................ -- ---------- ---- ----- Section Forces; with Co ntrollrngaSheanngF�orceTD-+ L+;.Lr4 S-+-R4 W x/H = 0.000 ;•from • bottom -af =wzll ML = 0 lb-in./ft P= 539.5 Ibftatm = 0 4n _.Itlf'r= M Fed=1i'irrfFt _,___..__-_.a_______..____ _._ Moment,Capacity 1' 6342=1t-inlftra# this axial<loarl Shear,Capacity--l-IB7 0B lb1ft ; The wall isadequatolor these-)cdbcal,,seciionforces.:` These mere found-to .be load canes-thaticontroll&tl-the,Aesign The flexural, shear and a)aal-fo7 ces�shovvn are those oc¢umIrrg ------------ -tit 111 ciatical "secflon fiof tYie c-isonirolled by exaie arid' - atthe critical-secffon-forthe cas�controlted by shear. -----------------------r------- ------------t--- - ----------­---------- ----- The following design calculairoris are fotothe section ,with controliing t en-oirrg°moment` ...Section Design=Fomes lsecI--- s ............ ...... -- : V = x-12 ib/ft jtComput:edTFrorr0_oads) ML =10782:7 ib-in /ft (Computed-from"i oads) - ---- --------- -- -- --- F' = 2591b1ft at , = T} in,C0n�Yprated i%brra Lila) _ ---- - Computed Ueslgrt_Ua ues-------------- - - ---------- --- -•--------- Note: 1/3 stress, racrease vvas sed Effective Width = 32 in. ------ ebrWidtlT= 8 3 3 rr orref€ecfirre rnzi - - - - ------------------- - -� Allowable Shearing_ Force 1187 lbfit _--------------------------------------------- ---------- --- ------ --- --- - Thewall is adequate mishear R sired = 02364 -iu2_.eaph.reizafc� .Ced_Cell j.0.D8868ah2 DK :----'------------------------------------ eG d = 3.813 ins n = 21.48 ------------ �ba�nced -..0.3092; jbalanced = 6.8969 w 1 t 1 1 1 1 1 1 1 1 1 t i 1 1 �6 a ® N"SIGN SYSTEM FOR CONCRETE AND CIAYWASONRY The National Concrete Masonry Association Brick Industry Association Version 4.1 (Release 4. 1.2) Westem States Clay Product Association International Code Council Prjct: Gomez-Bassols Residence Name: Vaziri & Associates, Inc. Topic: COMMON WALL 1st floor H 1.2.0 Date: 03.05.201.3 Page: Chkd: SR A ® DESIGN°SYSTEM OR CONCRETE AND CLAY MASONRY fThe National Concrete Masonry Association Brick Industry Association Version 4.1 (Release 4.1.2)I F 11 stern States Clay Product Association International Code Council i i Poct: Gomez-Bassols Residence Name: Vaziri & Associates, Inc. Topic: COMMON WALL 1st floor H 12.0 Date: 03.05.2013 Page: Chkd: SR Reinforced Wall interaction Diagram Using the2005 MSJ RSD.Gude----------- _ .__.......__------------------------ -. .._------ Masonry Unit -Size = 8 in. (Pattially�touted) Critical Sections Forces Reinforcement Spacing= 32 in:_ Fy = 60 ksi fm' = 1500 psi. ® Load combinations w/o stress increase As = X0.31 sq.in. x = 3.813 in. H = 144 in. (12 -ft) Load combinat ons with stress increase ............. 200 1.80 '1600 1400 '1200 '1000 800: R1 400( 200( -2000 -4000 00 00- ----- ------------- 0 0 - - --- ------ ---- -- --- - ----- ------ --- ------- 4 i-- - ------ ----- ------ i-- -- -- ----- --- - - --------------------- _- - - --- ------------- ---------- ----- Z-- -3000 -9400 -1800 -1 ann -Finn n BOn 12n(J 1 f;�n �J n0 Z 3000 ��--F6 . !, .C' � g'ee� -3000 -9400 -1800 -1 ann -Finn n BOn 12n(J 1 f;�n �J n0 Z 3000 ��--F6 . !, .C' � g'ee� w DESIGNSYSTEM "FOR -CONCR TE AND CLAY hr ASONF.Y The National Concrete Masonry Association Brick Industry Association Version 4.1 (Release 4. Western States Clay Product Association International Code Council Pdct: Gomez-Bassols Residence ' Topic: Max load #5@8" 1 st fl H 12.0 Page: t [l 11 io 1 Name: Vaziri & Associates, Inc. Date: 03.05.2013 Chkd: SR Design of a ReinforcedN{asonryWall wth Out-df-Plane:Loads Using,the2005 MSJC-RSD.CDde ..._.-.._.__..._._.... ------ - Material and Construction.Data in ` CiVlat, Partial gmft runtairtgbo ----_ Wall Weight— 8035-psf Type S Masonry,cement I-Aii-entramied PCL Mortar, Course Grout ..........._ ....... _ __..__...__ ............. CMU .Density = 115;pcf f m = 150.0,psi (Specified) Em=..900f_..._..___.._ -------- Wall _____ _Wall Design -Details -_____ ............. _-- Height=144.in.,(Siri ply::Sup orted Wall, Zffktive:-h ht= -H) x = 3.813 in.' --- --- --- ---- ------- ------- -------- #5 Bars, Fy 60.00.0=0 000 Reinforcement,--Spacing=—,8 im -On-0enter Wall Design Section -Pp peiies; Ao 61 162 -- ------------ To=:29.5:5 rri'� So = 77.52:intz Rn -2201 in ; Wall S tppot Simply Sl ipported'-w-all " Specified .Load=Componer is Load P (Ib) a (in) W1(ps17 (pso .L (Ib/ft) h1 (►n) ' h2 (in) be... .. p ---------------------..- -a ---•--_0_ ....... --. p.. D a Live 0; D 0 ;0 0 D 121 -0-____ .... :_.... Q__.-; ......... �v_,............ ;D..__. -- D- -•----= ---------- ----..._ Fluid 0; D 0 -0 i0 D '144 14 Wind D; .0 : 110 ; 11;0 Seismic p---------- 0 D A--------- {� __--_.__ 'I - Roof 0 D D 0! i0 0 144 Rain 07 0 0 0! 0 0 144 ------ ------------ Snow ........... 0; ------------ D ------ ................... - ;------------- 0 0 in -� - -------- ------ 144 Controlling_Load-Casesi---------------------- - -L..-----------------------------------= Section Forces'with Controlling flexure and Axial Load-sD + L + 1r+ S +' R + W x/H = 0.500 from bottom of Miall _. __.._..._._ ----- ---.V_='1...475e=�?05-,ttiift�-------- -------------- -------_... - -� - ML = 23760°lb-in./ft Iz �`' it s 4u'L *PIC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i_; Q NThe NL j ational Concrete Masonry Association Brick industry Association Version 4.1 (Release 4. Western States Cfay Product Association International Code Council Pdct: Gomez-Bassols "Residence Topic: Max load #5@8" 1 st fl H 12.0 Page: Name: Vaziri & Associates, Inc. Date: 03.05:2013 Chkd: SR P = 482.1 lb/ft at en - 0 in MT_.._ML+Pen_=237601--iNft --- ...---.._._. __...----------------------------------- ------ Shear -Capacity= 2382.52 Oft' Thewall is:adequate-forthese These were fodrid`.tolDe ]oad case The flexural, zhear-and axialforce tit 1116 crriical secfiori or ie�ase at the criticalse:ction­forthe:cas ,hown L------------------- _-- _s _ The followina desian calculattoiis°.are farthe �;:.axiai.toa>� tion forces. roitecrthe:;design. -e--those,-occurring ------------ -'------------r ryv'hear: _...Required_As=_D.3089_ia�_eachxeinbrced_ceI_(D�4634-62Jft# 61 :___- ------ --------- d = 3.813 in n = 21.48 0:3092 ba�nced !balanced = 0.8969 1 1 jjSInal Association GN SYSTEM FOR CONCRETETE AND -CIAYMA'ONRY Uh:-N.,b-O-Concrete Masonry Brick industry Association Version 4.1 (Release 4 1 2)tern States Clay Product Association International Code Council Poct: Gomez-Bassols Residence Name: Vaziri & Associates, Inc. Topic: Max load #5@8" 1 st fl H 12.0 Date: .03.052013 Page: Chkd:SR 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DESIGN SYSTEM -FOR CONCRETE AND CLAY`MASONRY Tho Mafinnal CnnrretP Macnnry Asumniation Brick Industry Association Version 4.1 (Release 4.1.2) Western States Clay Product Association International Code Council Prjct: Gomez-Bassols Residence -Name: Vaziri & Associates, Inc. -topic: Max load -*5@8" 1st fl H 10.0 Date: 03.052013 Page: Chkd:'SR Designs of a Reinforced :Masonry Wall<wnith :O.ut=df-Plane Loads Usingthe20t5 MSJC f�SD_Code--------------------- ......__....-----_------- Materiel and Construction: Data Wall .Weight= :8D:85psf -type .S Masonry-cem' ent /•Aif-entraini?d -PCLTMortar, Course,Grout _-__-_.._____ ..____........ ------------- ... CMU Density= -1'15.pcf fm 150.0 psi (Specified) Em=.:900fm_= 1350Q0:0 psi r ------- - Wall Design Details -Fi�rakness= 725 -------- - ----- ---- - Height= 1-20,1n.,- (SSrtrply Suportetl II,fiFEctirce height -<H) x =.3.81:3 M.z ....--- ----------------- ------------ ............... --.. #5 Bars, Fy 6000D Reinforcement' a"rtp= 8 h. -=0n -tenter --------- Wall Design Section -Pro ernes' Ao G1 ink -----------_ 'o- - - - -- - So = 77.52' ln'3 : Rn 2.= m - -- Wall Support: Simply`SupportedW.a11 -------- Specified Load Cflmpoents ; Load P:(Ib) : e (in)W1.fP W:2 (psf) ':L (Ib/ft) h1 (in) `. .-h2<(in D ... a ----------I----0 ---- r ................ - ----- 12D',. L iia= 0 0 0 D ;D D 12 S.oil:.. Q ?. ...---- _ Q-------- _ - � Q .. - Fluid 0 0 0 0 :o 120 Wind _0 -15D -15D 15D o 120 --Seismic----0; , 0 D ;- f} .p - D "I} Roof 0' D A _D 0 D 12,7. Rain 0 00 0 EO ' D 120 --- ------------•. ---- -.- --;< ;.. Sno+v 0i D D ? ;O - 0 120 -Controlling.Loadl_Cases------ -----.."----------- 3 - ------------------------------------ L --- -------------------- -------- --- ----- ----------------J----------- Sectior Forces w ith Cohtrolling f lexure and Axial Load—D S +'L -� � r� S �- R + 1/t/ x/H , 0.500' from bottom of wall 1.67sOs-lwft = _---------- ---- - ............ ML = 22500:1b4nJft war ie r @a � / f u-9 a2 e" �9 1.7_0 7> 5� . / D I DESIGN SYSTEM FOR CONCRETE -AND 0419 NIe�S0NR1° [The National Concrete Masonry Association Brick Industry Association Version 4.1 (Release 4. Western States Clay Product Association International Code Council Poct: Gomez-Bassols Residence Topic: Max load #5@8" 1 st fl H 10. 0 Page: Name: Vaziri & Associates, Inc. Date: 03.05.2013 Chkd:,SR I 1�1 at tt The Sea I I I I Note: -1/3 str--ss incy Effebtive Wift ='8 -i d = 3.813 ins n = 21.48 k ibala nced = 0-8969 -------------------------- -------- ------------------ ............ .................. ----------- ------------ .......... ------------ ------------ ------------ ............. I --- ------- i; ---------------------- - ------------ SIGNSYSTEM FOR CONCRETE AND 'CLAY MASONRY�i The National Concrete Masonry Association Brick Industry Association Version 4.1 (Release 4. 1.�T:� 1*4 Western States Clay Product Association International Code CouncilPage: Chkd: SR k=8.O526S' . . . . Pm (Compressioil' =-2-588e+'004 lbs (3.B81:e+0041bs/ft) OK ax Pm (Tension) -9920, lbs (1 A88e+JX9 lbs/ft -OK ax Thewall has adequate capacity. Requved L*-.SvIiceLLength:'— 25.17 in. Som e codes' -may require �epbxy�-coated �reinf6rcemeri.t-to have: -Ion s Goma; Bassols Residence ■ PROJECT: .Design Inspection o pecti wrwSUBJECT: 7 SHEET NO.: VAZI R 1' & ASSOCIATES, INC. Restoration S T R U C T U R A L E N G I N E E R S JOB NO.: DATE` DESIGNED BY: �, � Investigation 4993 S.W. 74 CT. 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No:O 09556099.1 ■ Y PROJECT: >�s> `<: Design Inspection ` `' SUBJECT: SHEET NO.: V A Z I R I' & ASSOCIATES, INC. Nl �� -G� ?� Restoration 1 S T R U C T U R A L E N G I N E E R S JOB NO.: DATE: , DESIGNED BY: Investigation 4993 S.W. X4 CT. 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F..«„ NFRV CIKTAMR n lntt n —1 r.Amjkq"%07 AIFac i,,.• cmn>w,r.>,, NH At —,r.,., I I --- --I ------------- L_--- F.R.01 /2" NO ID. 1n r.: N 0.19' 156.65 F.N. NO ID. 15' ALLEY 10' PAVEMENT X X_ El A/C 10.6 po 6.5, ONE STY. C.B.S. N 7'9� RES. Nd.137 F.E.=1h.31' 1 23.3' LO n 10.6' 9 j r 26. ONE STY. GARAGE N F.E.=9.92' .0 C0 I O to ri N 00.00' 5' SWK. i NE. 92nd STREET r- - - - - - - 19' PAVEMENT F.I.P. 01/2" NO ID. BOUNDARY'SURVEY Y s z �� 1z�i� 10 1.- �aw y P PROPERTY ADDRESS: 137 NE. 92nd STREET, MIAMI SHORES, FLORIDA 33138 a00b�a01 a080 tl tl tl tl tl tl tl p tl coz+ I o t9 LEGAL DESCRIPTION LOTS 18 AND 19, IN BLOCK 23, OF AMENDED PLAT OF MIAMI SHORES SECTION No.1, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN z !j Ni PLAT BOOK 10, AT PAGE 70, OF THE PUBLIC RECORDS OF MIAMI—DADEI,, Z! a COUNTY, FLORIDA. g a CSI Jaz a w �?95_1)''I?s= U, NE. J > tl tl tl p p tl p p 0 NE. 93rd STREET M L4 4 14 13 12 11 10 9 8 7 F.I.P. 01/2" AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO EXCEED THIS REQUIREMENT. NO ID. —WELLIDENTIFIED FEATURES AS DEPICTED ON THIS SKETCH WERE MEASURED TO AND ESTIMATED 23 HORIZONTAL POSITIONAL ACCURACY OF 0.1 FEET. -LANDS SHOWN HEREON WERE NOT ABSTRACTED, THEREFORE THIS SURVEY IS SUBJECT TO EASEMENTS, RIGHT OF WAYS, AND OTHERS MATTERS WHICH MIGHT BE REFLECTED IN A NE. 92nd STREET LOCATION SKETCH N.T.S. oa ul U » I W z� 0 N = z Pv 28 faW NOTES: �OO 2 zOas. -THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (6107-6FAC), IS "RESIDENTIAL". THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500 FEET. THE ACCURACY OBTAINED BY MEASURMENT F.I.P. 01/2" AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO EXCEED THIS REQUIREMENT. NO ID. —WELLIDENTIFIED FEATURES AS DEPICTED ON THIS SKETCH WERE MEASURED TO AND ESTIMATED v3�ul-oo HORIZONTAL POSITIONAL ACCURACY OF 0.1 FEET. -LANDS SHOWN HEREON WERE NOT ABSTRACTED, THEREFORE THIS SURVEY IS SUBJECT TO EASEMENTS, RIGHT OF WAYS, AND OTHERS MATTERS WHICH MIGHT BE REFLECTED IN A 21 SEARCH OF TITLE TO THE SUBJECT LANDS. -NO ATTEMPT WAS MADE TO LOCATE UNDERGROUND FOOTINGS OF AN STRUCTURE. TR UC TORE. TH ENTITY (ENTITIES) -THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF3 E NAMED HEREON IN THE CERTIFICATION AND DOES NOT EXTEND TO A ANY UNNAMED PARTY. z -ELEVATIONS ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM (1929) MIAMI-DADE COUNTY BENCHMARK No.N-568; LOCATOR No.3100SW; ELEVATION -9.65' oa ul U » I W z� 0 N = z Pv 28 faW ANTONIO FIORE PSM VALID °� THIs RVEY WILL BEAR THE HE EMBOSSED sFSJ. OF THE ATTESTING LAND SURVEYOR LAND S U R VE YO R LAND P L A N N E R 1842 SW. 124th Place, Miami, Florida 33175 Phone: (305) 221-3040 Fax: (305) 221-9040 1 HEREBY CERTIFY THAT THIS BOUNDARY SURVEY OF THE PROPERTY DESCRIBED HEREON IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS _ — RECIDITLY SURVEYED AND DRAWN UNDER MY SUPERVISION. THIS SURVEY COMPLIES ANTONIO FIORE WITH THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYOR AND MAPPER No.5184 PROFESSIONAL LAND SURVEYORS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 427.027 FLORIDA STATUTES. STATE OF FLORIDA SCALE: 1"=20' DRAWN BY: F.A.L. REFERENCE: FIELD BOOK: 13-0112 I DATE: 02-18-13 �OO 2 zOas. tlptlp.tlpputl v3�ul-oo x2mzoa:. dd 21 22 z 7 0 — a z � Q z a~Av LL a. >oQ���., w U�WZZZZigZ H p U tl p u p A p a m LJL Li Z22 LLL'f:_1 DO K Q p U < � a 1-- i3 otsm FLOOD ELEVATION INFORMATION: m�9irs� DATE OF FIRM: 09-11-09 a u u a u u 0 u u COMMUNITY No: 120652 m m URI a a m a cs ci 8 ci PANEL: 0302 sUFFlx: L ZONE: X BASE FLOOD ELEVATION: N/A ANTONIO FIORE PSM VALID °� THIs RVEY WILL BEAR THE HE EMBOSSED sFSJ. OF THE ATTESTING LAND SURVEYOR LAND S U R VE YO R LAND P L A N N E R 1842 SW. 124th Place, Miami, Florida 33175 Phone: (305) 221-3040 Fax: (305) 221-9040 1 HEREBY CERTIFY THAT THIS BOUNDARY SURVEY OF THE PROPERTY DESCRIBED HEREON IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS _ — RECIDITLY SURVEYED AND DRAWN UNDER MY SUPERVISION. THIS SURVEY COMPLIES ANTONIO FIORE WITH THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYOR AND MAPPER No.5184 PROFESSIONAL LAND SURVEYORS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 427.027 FLORIDA STATUTES. STATE OF FLORIDA SCALE: 1"=20' DRAWN BY: F.A.L. REFERENCE: FIELD BOOK: 13-0112 I DATE: 02-18-13 FORM 40510 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: GOMEZ-BASSOLS RESIDENCE ADDITION Builder Name: Street: 137 NE 92 ST Permit Office: MIAMI SHORES City, State, Zip: MIAMI SHORES, FL, Permit Number. Owner. GOMEZ BASSOLS Jurisdiction: 232600 Design Location: FL, IENDALL TAMIA MIAMI 1. New construction or existing New (From Plans) 9. Wall Types (1220.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block- Int Insul, Exterior R--5.0 1220.00 fta b. WA R= fta 3. Number of units, If multiple family 1 c. WA R= fta 4. Number of Bedrooms 1 d. WA R= fta 10. Ceiling Types (900.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 900.00 fta 6. Conditioned floor area above grade (fta) 900 b. WA R=. fta Conditioned floor area below grade (ft2) 0 c. N/A R= fta 11. Ducts R ftz 7. Windows (227.2 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 220 a. U -Factor. Sgl, U=0.55 227.22 ft' •- SHGC: SHGC=0.50 b. U -Factor. N/A fta 12- Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 26.6 SEER:21.00 c. , U -Factor. WA fta SHGC: 13. Heating systems kBtuthr Efficiency d. U -Factor. WA fta a. Electric Strip Heat 17.0 COP:1.00 SHGC: Area Weighted Average Overhang Depth: 4.960 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems a. Electric Tankless Cap: 1 gallons 8. Floor Types (1100.0 sqft.) Insulation Area EF: 1.000 a. Slab -On -Grade Edge Insulation R=0.0 1100.00 fta b. Conservation features 4i. WA R= fta None c. WA R= fI2 15. Credits CF, Pstat Glass/Floor Area: 0.252 Total Proposed Modified Loads: 21.16 PASS Total Standard Reference Loads: 27.73 ;7�7 I hereby certify that the plans and specifications covered by Review of the plans and C@�H� 5S7.*4 this calculation are in c mpl' nee with the Florida Energy Code. specifications covered by this calculation indicates compliance Qti•`.' _� ©� with the Florida Energy Code. ~_ :1'' ,,,� PREPARED DATE. :"-.1017-41 Before construction is completedIA this building will be inspected for f4� -•- ;,;"* compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. uCOD W6 1 OWNER/AGENT- BUILDING OFFICIAL: DATE: DATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist - Cool sys #1 may be undersized. Size of 26.6 was increased to 26.6 for simulation. Please review the Manual A report. • PROJECT Tdl: Bti, ing Type: Owner. # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/EAsting: Comment: GOMEZ-BASSOLS RESIDEN Bedrooms: 1 User Conditioned Area: 900 GOMEZ-BASSOLS Total Stories: 1 1 Worst Case: No Rotate Angle: 0 MIAMI SHORES Cross Ventilation: 232600 Whole House Fan: Single -family New (From Plans) Address Type: Street Address Lot # Block/SubDivision: PlatBoolc Street. 137 NE 92 ST County: Miami-Dade City, State, Zip: MIAMI SHORES, FL, CLIMATE / 1/ Design Location IECC Design Temp TMY Site Zone 97.5% 2.5% Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, KENDALL TAMIA MI FL MIAMI_KENDALL TA 1 48 90 70 75 238.5 59 Low BLOCKS Number Name Area Volume 1 Block1 900 7200 SPACES Number Name Area Volume Mchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 900 7200 Yes 9 1 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulation Main 85 ft 0 1100 ftZ 0 0 1 ROOF v # Type Roof Gable Roof Materials Area Area Calor Solar Absor. SA Emitt Emilt Deck Pitch Tested Tested Insul. (deg) 1 Hip Barrel tile 975 ftz 0 fta Medium 0.96 No 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 900 ft2 Y N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 900 fta 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space 1 N Exterior Concrete Block - Int Insul Main 5 36 10 360 ft2 0 0.75 0 2 S Exterior Concrete Block - Int Insul Main 5 36 10 360 ft2 0 0.75 0 3 E Exterior Concrete Block - Int Insul Main 5 50 10 500 ft2 0 0.75 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft in Ft In 1 N Wood Main None 0.2 0.1 0.1 0.1 ft2 WINDOWS Orientation shown Is the entered, Proposed orientation. JWall Overhang # Omt ID Frame Panes NFRC LI-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Single (Tinted) Yes 0.55 0.5 32.375 ft2 13ft 0 in 12 ft 6 in Drapesiblinds None 2 N 1 Metal Single (Tinted) Yes 0.55 0.5 35.55555 13 ft 0 in 12 ft 6 in Drapes/blinds None 3 N 1 Metal Single (Tinted) Yes 0.55 0.5 10.66666 13 It 0 in 12 ft 6 in Drapes/blinds None 4 S 2 Metal Single (Tinted) Yes 0.55 0.5 26.20833 0 ft 2 in 6 ft 5 in Drapes/blinds None 5 S 2 Metal Single (Tinted) Yes 0.55 0.5 6.166666 0 ft 2 In 6 It 5 in Drapes/blinds None 6 S 2 Metal Single (Tinted) Yes 0.55 0.5 13.98611 0 ft 2 in 4 ft 2 in Drapesiblinds None 7 E 3 Metal Single (Tinted) Yes 0.55 0.5 32.375 ft2 0 ft 2 in 7 ft 6 in Drapes/blinds None 8 E 3 Metal Single (Tinted) Yes 0.55 0.5 6.993055 0 ft 2 in 7 ft 6 in Drapesiblinds None 9 E 3 Metal Single (Tinted) Yes 0.55 0.5 35.55555 0 ft 2 in 11 ft 6 in Drapes/blinds None 10 E 3 Metal Single (Tinted) Yes 0.55 0.5 10.66666 0 ft 2 in 11 ft 6 in Drapesiblinds None 11 E 3 Metal Single (Tinted) Yes 0.55 0.5 16.66666 5 It 0 in 7 ft 6 in Drapes/blinds; None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000500 1180.35 64.8000 121.865 0.34500 9.83630 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP:1 17 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 21 26.6 kBtu/hr 798 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Tankiess Main 0.92 1 gal 40 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS v — Supply — — Return — Air Percent HVAC # # Location R -Value Area Location Area Leakage Type Handier CFM 25 Leakage ON RLF Heat Coal 1 Attic 6 220 ft2 Attic 55 ft2 Default Leakage Main (Default) c(Default) % 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans:Cooting Jan Heating Jen Feb Feb Mar Mar �j(� Apr L 1 Jun Jul M Aug [X] l J Sep Oct Oct Nov Nov Dee Dee X gAppr y l 1 Jun Jul Aug [ ]Sep X 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 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 137 NE 92 ST PERMIT #: MIAMI SHORES, FL, 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 & 403.1 At least one thermostat shall be provided for each separate heating controls and cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental v electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 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. 403.3.3 Building framing cavities shall not be used as supply ducts. 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 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. O/A No make-up air from attics, crawispaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas 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 �j� N other means proven to reduce heat loss except if 70% of heat from 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 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 76 The lower the EnergyPerformance Index, the more efficient the home. 137 NE 92 ST, MIAMI SHORES, FL, 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=0.55 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: New (From Plans) Single-family 1 1 No 900 Area 227.22 ft2 ft2 ft2 ft2 4.960 ft. 0.500 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=OA 1100.00 ft2 b. N/A R= ft2 c. N/A R= 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: Main 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Strip Heat 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspectipp. Otherwise, a new EPL Display Card will be completed based on installed Code col6lidnt features. Builder Signature: Date: 67-11 /U Address of New Home: 137 � �� e -z e City/FL Zip: Insulation R=5.0 R= R= R= Insulation R=30.0 R= R= Area 1220.00 ft2 ft2 11 le ft2 Area 900.00 ft2 ft2 ft2 R ft2 6 220 kBtu/hr Efficiency 26.6 SEER:21.00 kBtu/hr Efficiency 17.0 COPA.00 Cap:1 gallons EF: 0.92 CF, Pstat -VHES 47 O iz *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 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Residential System Sizing Calculation Summary GOMEZ-BASSOLS Project Title: Code Only 137 NE 92 ST GOMEZ-BASSOLS RESIDENCE Professional Version MIAMI SHORES, FL Climate: South anvinv a Location for weather data: Miami - Defaults: Latitude(25) Altitude(11 ft.) Temp Range(L) Load Humidit data: Interior RH 50% Outdoor wet bulb 7 Humidity difference 5 r. 5772 Btuh Winter design temperature 50 F Summer design temperature 90 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 20 F Summer temperature difference 15 F Total heating load calculation 14565 Btuh Total cooling load calculation 23389 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of talc Btuh Total (Electric Strip) 116.7 17000 Sensible (SHR = 0.75) 85.9 18000 0 cfm 0 Latent 247.7 6000 14565 Btuh Total 102.6 24000 WINTER CALCULATIONS Wintar Haatinn I nari /fnr ann cnm Load component Load Window total 227 sqft 5772 Btuh Wall total 1220 sqft 3325 Btuh Door total 0 sqft 0 Btuh Ceiling total 900 sqft 573 Btuh Floor total 85 sqft 2006 Btuh Infiltration 54 cfm 1188 Btuh Duct loss 1701 Btuh Subtotal 14565 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 14565 Btuh Summar Cnniinn 1 nail /fnr 9M snftl - oo•s: Td?o, SUMMER CALCULATIONS Load component Load Window total 227 sqft 10749 Btuh Wall total 1220 sqft 3208 Btuh Door total 0 sqft 0 Btuh Ceiling total 900 sqft 975 Btuh Floor total 0 Btuh Infiltration 28 cfm 455 Btuh Intemal gain 1890 Btuh Duct gain 2419 Btuh Sens. Ventilation 0 cfm 0 Btuh Total sensible gain 20966 Btuh Latent gain(ducts) 734 Btuh Latent gain(infiltration) 1088 Btuh Latent gain(ventilation) 0 Btuh Latent gain(intemaVoccupants/other) 600 Btuh Total latent gain 2422 Btuh TOTAL HEAT GAIN 23389 Btuh _ever n:e��s=39>. iuc:9: 1315 EnergyGauge® System Sizing Version 8 PREPARED BY: - - 3 For Florida residences only DATE: EneravGauceO FLRCPB v4.5.2 System Sizing Calculations - Winter Residential Load - Room by Room Component Details GOMEZ-BASSOLS Project Title: Code Only 137 NE 92 ST GOMEZ-BASSOLS RESIDENCE Professional Version MIAMI SHORES, FL Climate: South Reference City: Miami (Defaults) Winter Temperature Difference: 20.0 F 3/8/2013 Loads for Zone #1: Main Window Panes/SHGC/Frame/U Orientation Area ftX HTM= Load 1 1, SHGC=0.5, Metal, 1.27 N 32.4 25.4 822 Btuh 2 1, SHGC=0.5, Metal, 1.27 N 35.6 25.4 903 Btuh 3 1, SHGC=0.5, Metal, 1.27 N 10.7 25.4 271 Btuh 4 1, SHGC=0.5, Metal, 1.27 S 26.2 25.4 666 Btuh 5 1, SHGC=0.5, Metal, 1.27 S 6.2 25.4 157 Btuh 6 1, SHGC=0.5, Metal, 1.27 S 14.0 25.4 355 Btuh 7 1, SHGC=0.5, Metal, 1.27 W 32.4 25.4 822 Btuh 8 1, SHGC=0.5, Metal, 1.27 W 7.0 25.4 178 Btuh 9 1, SHGC=0.5, Metal, 1.27 W 35.6 25.4 903 Btuh 10 1, SHGC=0.5, Metal, 1.27 W 10.7 25.4 271 Btuh 11 1, SHGC=0.5, Metal, 1.27 W 16.7 25.4 423 Btuh Window Total 227 ft 5772 Btuh Walls Type R -Value Area X HTM= Load 1 Concrete 131k, - Ext(0.14) 5.0 1220 2.7 3325 Btuh Wall Total 1220 3325 Btuh Ceilings Type/Color/Surface R -Value Area X HTM= Load 1 Vented Attic/D/Tile 30.0 900 0.6 573 Btuh Ceiling Total 900 573Btuh Floors Type R -Value Size X HTM= Load 1 Slab On Grade 0 85.0 ft(p) 23.6 2006 Btuh Floor Total 85 2006 Btuh Zone Envelope Subtotal: 11676 Btuh Infiltration Type ACH X Volume(cuft) walls(sgft) CFM= Natural 0.45 7200 1220 54.0 1188 Btuh Ductload Average sealed, Supply(R6.0-Attic), Retum(R6.0-Attic) (DLM of 0.132) 1701 Btuh Zone #1 Sensible Zone Subtotal 14565 Btuh EnercvGauaedO FLRCPB v4.5.2 Pace 1 Manual J Winter Calculations • Residential Load - Component Details (continued) GOMEZ-BASSOLS Project Title: Code Only 137 NE 92 ST GOMEZ-BASSOLS RESIDENCE Professional Version MIAMI SHORES, FL Climate: South 3/8/2013 HOLE HOUSE TOTALS Subtotal Sensible 14565 Btuh Ventilation Sensible 0 Btuh Total Btuh Loss 14565 Btuh EQUIPMENT 1. Electric Strip 17000 Btuh W. Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated meta)) (U - Window 1.1 -Factor or'DEF for default) (HTM - Manual.1 Heat Transfer Multiplier) OZ t W. Floor size (perimeter(p) for slab -on -grade or area for all other floor types) Version 8 For Florida residences only EneravGauaeO FLRCPB v4.5.2 Paae 2 System Sizing Calculations - Summer Residential Load - Room by Room Component Details GOMEZ-BASSOLS Project Title: Code Only 137 NE 92 ST GOMEZ-BASSOLS RESIDENCE Professional Version MIAMI SHORES, FL Climate: South Reference City: Miami (Defaults) Summer Temperature Difference: 15.0 F 3/8/2013 The following window Excursion will be assigned to the system loads. Windows July excursion for System 1 Excursion Subtotal: 2021 Btuh 2021 Btuh Duct load Window Area(sgft) 283 Btuh ' Sensible Excursion Load 2304 Btuh Component Loads for Zone #1: Main EnerovGauaaO FLRCPB v4.5.2 Paae 1 Type* Overhang Window Area(sgft) HTM Load Window Pn/SHGC/U/InSh/ExSh/IS Omt Len Hgt Gross Shaded Unshaded Shaded Unshaded 1 1, SHGC=0.5,1.27, B -M, N,F N 13ft. 12.5f 324 0.0 32.4 24 24 789 Btuh 2 1, SHGC=0.5,1.27, B -L, N,F N 13fL 12.5f 35.6 0.0 35.6 24 24 866 Btuh 3 1, SHGC=0.5,1.27, B -L, N,F N 13ft. 12.5f 10.7 0.0 10.7 24 24 260 Btuh 4 1, SHGC=0.5,1.27, B -L, N,F S 0.16 6.41 26.2 0.0 26.2 24 27 698 Btuh 5 1, SHGC=0.5, 1.27, B -L, N,N S 0.16 6.41 6.2 0.0 6.2 26 28 173 Btuh 5 1, SHGC=0.5,1.27, B -L, N,F S 0.16 4.16 14.0 3.0 11.0 24 27 366 Btuh 7 1, SHGC=0.5,1.27, B -L, N,F W 0.16 7.51t. 32.4 0.0 32.4 24 57 1852 Btuh 8 1, SHGC=0.5,1.27, B -L, N,F W 0.16 7.5ft. 7.0 0.0 7.0 24 57 400 Btuh 9 1, SHGC=0.5,1.27, B -L, N,F W 0.16 11.5f 35.6 0.0 35.6 24 57 2034 Btuh 10 1, SHGC=0.5,1.27, B -L, N,F W 0.16 11.5f 10.7 0.0 10.7 24 57 610 Btuh 11 1, SHGC=0.5,1.27, B -L, N,F W 5ft. 7.5ft. 16.7 8.3 8.4 24 57 681 Btuh Window Total 1 227 (sgft) 8728 Btuh Walls Type R-Value/U-Value Area(sgft) HTM Load 1 Concrete BIk, - Ext 5.0/0.14 1220.0 2.6 3208 Btuh Wall Total 1220 (sqft) 3208 Btuh Ceilings Type/Color/Surface R -Value Area(sqft) HTM Load 1 Vented Attic/DarkTile 30.0 900.0 1.1 975 Btuh Ceiling Total 900 (sgft) 975 Btuh Floors Type R -Value Size HTM Load 1 Slab On Grade 0.0 85 (ft(p)) 0.0 0 Btuh Floor Total 85.0 (sgft) 0 Btuh Zone Envelope Subtotal: 12911 Btuh Infiltration Type ACH Volume(cuft) wall area(sqft) CFM= Load SensibleNatural 0.23 7200 1220 27.6 455 Btuh Internal Occupants Btuh/occupant Appliance Load gain 3 X 230 + 1200 1890 Btuh Sensible Envelope Load: 15256 Btuh Duct load Average sealed, Supply(R6.0-Attic), Retum(R6.0-Attic) (DGM of 0.140) 2136 Btuh Sensible Zone Load 17392 Btuh EnerovGauaaO FLRCPB v4.5.2 Paae 1 Manual J Summer Calculations Residential Load - Component Details (continued) GOMFZ-BASSOLS Project Title: Code Only 137 NE 92 ST GOMEZ-BASSOLS RESIDENCE Professional Version MIAMI SHORES, FL Climate: South 3/8/2013 WHOLE HOUSE TOTALS EQUIPMENT 1. Central Unit # —7 24000 Btuh *Key. Window types (Pn - Number of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window U -Factor or'DEF for default) (InSh - Interior shading device: none(N), Blinds(B), Draperies(D) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (BS - Insect screen: none(N), Full(F) or Half(H)) (Omt - compass orientation) Version 8 For Florida residences only EneravGauae6O FLRCPB v4.5.2 Paae 2 Sensible Envelope Load All Zones 17277 Btuh Sensible Duct Load 2419 Btuh Total Sensible Zone Loads 19696 Btuh Sensible ventilation 0 Btuh Blower 1270 Btuh Whole House Total sensible gain 20966 Btuh Totals for Cooling Latent infiltration gain (for 58 gr. humidity difference) 1088 Btuh Latent ventilation gain 0 Btuh Latent duct gain 734 Btuh Latent occupant gain (3 people @ 200 Btuh per person) 600 Btuh Latent other gain 0 Btuh Latent total gain 2422 Btuh TOTAL GAIN 23389 Btuh EQUIPMENT 1. Central Unit # —7 24000 Btuh *Key. Window types (Pn - Number of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window U -Factor or'DEF for default) (InSh - Interior shading device: none(N), Blinds(B), Draperies(D) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (BS - Insect screen: none(N), Full(F) or Half(H)) (Omt - compass orientation) Version 8 For Florida residences only EneravGauae6O FLRCPB v4.5.2 Paae 2 FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: GOMEZ-BASSOLS RESIDENCE ADDITION Builder Name: Street: 137 NE 92 ST Permit Office: MIAMI SHORES City, State, Zip: MIAMI SHORES, FL, Permit Number. Owner. GOMEZ-BASSOLS Jurisdiction: 232600 Design Location: FL, IENDALL TAMIA MIAMI 1. New construction or existing New (From Plans) 9. Wall Types (1220.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R--5.0 1220.00 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 1 d. N/A R= ft2 5. Is tins a worst case? No 10. Ceiling Types (900.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 900.00 ft2 6. Conditioned floor area above grade (ft2) 900 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows (227.2 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 220 a. U -Factor. Sgl, U=0.55 227.22 ft2 SHGC: SHGC=0.50 b. U -Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 26.6 SEER:21.00 c. U -Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U -Factor. N/A ft2 a. Electric Strip Heat 17.0 COPA.00 SHGC: Area Weighted Average Overhang Depth: 4.960 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems a. Electric Tanldess Cap: 1 gallons 8. Floor Types (1100.0 sqft.) Insulation Area EF: 1.000 a. $Jab -On -Grade Edge Insulation R=0.0 1100.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= f12 15. Credits CF, Pstat Glass/Floor Area: 0.252 Total Proposed Modified Loads: 21.16 PASS Total Standard Reference Loads: 27.73 I hereby certify thafithe•plans and specifications covered by this calculation ate,ln'c 'm nce with the Florida Energy - Review of the plans and�-oAE specifications covered by this ST41 ti Code.` ¢� � calculation indicates compliance �P'k, U„SCJ PREPEb' ', ~ with the Florida Energy Code. Before is ¢ �.. W construction completed €' DATE:; : �,( I hetet` " fy that this buiicfi desi is in this building will be inspected for compliance with Section 553.908 Florida Statutes. A <r�� rti , .as red compliance 9 9 6. COD wltb'thdtFl�orida Energy Co a_ y<<E i� O°2/A NT_..... _• ` BUILDING OFFICIAL: DATE: DATE: pe 16 - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist - Cool sys #1 may be undersized. Size of 26.6 was increased to 26.6 for simulation. Please review the Manual J8 report. PROJECT Title: Building Type: Omer. # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/F)dsting: Comment: GOMEZ-BASSOLS RESIDEN Bedrooms: 1 User Conditioned Area: 900 GOMEZ-BASSOLS Total Stories: 1 1 Worst Case: No Rotate Angle: 0 MIAMI SHORES Cross Ventilation: 232600 Whole House Fan: Single -family New (From Plans) Address Type: Lot # Block/SubDMsion: PlatBook: Street: County: City, State, Zip: Street Address 137 NE 92 ST Miami-Dade MIAMI SHORES, FL, CLIMATE v Design Location IECC Design Temp TMY Site Zone 97.5% 2.5% Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, KENDALL TAMIA_MI FL MIAMI_KENDALL TA 1 48 90 70 75 238.5 59 LOW BLOCKS Number Name Area Volume 1 Blockl 900 7200 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 900 7200 Yes 9 1 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulation Main 85 ft 0 1100 ft2 0 0 1 ROOF / �/ # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Barrel file 975 ftZ 0 ft2 Medium 0.96 No 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 900 ft2 Y N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 900 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space 1 N Exterior Concrete Block - Int Insul Main 5 36 10 360 ft2 0 0.75 0 2 S Exterior Concrete Block - Int Insul Main 5 36 10 360 ft2 0 0.75 0 3 E Exterior Concrete Block - IM Insul Main 5 50 10 500 ft2 0 0.75 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Wood Main None 0.2 0.1 0.1 0.1 ft2 WINDOWS Orientation shown Is the entered, Proposed orientation. V Wall Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Single (Tinted) Yes 0.55 0.5 32.375 ft2 13 ft 0 in 12 ft 6 in Drapesiblinds None 2 N 1 Metal Single (Tinted) Yes 0.55 0.5 35.55555 13 ft 0 in 12 ft 6 in Drapes/blinds None 3 N 1 Metal Single (Tinted) Yes 0.55 0.5 10.66666 13 ft 0 in 12 ft 6 in Drapes/blinds None 4 S 2 Metal Single (tinted) Yes 0.55 0.5 26.20833 0 ft2 in 6 ft 5 in Drapes/blinds None 5 S 2 Metal Single (Tinted) Yes 0.55 0.5 6.166666 0 ft 2 in 6 ft 5 in Drapes/blinds None 6 S 2 Metal Single (tinted) Yes 0.55 0.5 13.98611 0 ft 2 in 4 ft 2 in Drapes/blinds None 7 E 3 Metal Single (Tinted) Yes 0.55 0.5 32.375 ft2 0 ft 2 in 7 ft 6 in Drapes/blinds None 8 E 3 Metal Single (Tinted) Yes 0.55 0.5 6.993055 0 ft 2 in 7 ft 6 in Drapes/blinds None 9 E 3 Metal Single (Tinted) Yes 0.55 0.5 35.55555 0 ft 2 in 11 ft 6 in Drapes/blinds None 10 E 3 Metal Single (Tinted) Yes 0.55 0.5 10.66666 0 ft 2 in 11 ft 6 in Drapes/blinds None 11 E 3 Metal Single (Tinted) Yes 0.55 0.5 16.66666 5 ft0 in 7 ft 6 in Drapes/bfinds None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000500 1180.35 64.8000 121.865 0.34500 9.83630 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP:1 17 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 21 26.6 kBtu/hr 798 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Tanldess Main 0.92 1 gal 40 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None fta DUCTS v — Supply — — Return — Air Percent HVAC # # Location R -Value Area Location Area Leakage Type Handler CFM 25 Lige QN RLF Heat Cool 1 Attic 6 220 ft' Attic 55 ft' Default Leakage Main (Default) c (Default) % 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: cooling Jan Heating Jan Fab Feb Mar Mar Apr Apr May Jun Jul May Jun Jul Au Aug Se Oct Oct Nov Nov Dee Dec C Sep C 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 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 137 NE 92 ST PERMIT #: MIAMI SHORES, FL, 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 & 403.1 At least one thermostat shall be provided for each separate heating controls 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 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. 403.3.3 Building framing cavities shall not be used as supply ducts. 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 403.5 Homes designed to operate at positive pressure or with mechanical ventilation 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 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas 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 �lj� other means proven to reduce heat loss except if 70% of heat from �'C 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 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 76 The lower the EnergyPerformance Index, the more efficient the home. 137 NE 92 ST, MIAMI SHORES, FL, 1. New construction or ebsting 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=0.55 SHGC: SHGC--0.50 b. U -Factor. N/A SHGC: 900.00 ft2 c. U -Factor N/A SHGC: ft2 d. U -Factor: N/A SHGC: 6 220 Area Weighted Average Overhang Depth: Area Weighted Average SHGC: New (From Plans) Single-family 1 1 No 900 Area 227.22 ft2 9. Wall Types a. Concrete Block - Int Insul, Erderior 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: Main ft2 12. Cooling systems ft2 a. Central Unit ft2 4.960 ft. 0.500 B. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1100.00 ft2 b. N/A R= ft2 c. N/A R= ft2 13. Heating systems a. Electric Strip Heat 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspecti". Otherwise, a new EPL Display Card will be completed based on installed Code co6lidnt features. Builder Signature: Date: 67-11 /U Address of New Home: 137 --2- eye City/FL Zip: Insulation Area R=5.0 1220.00 ft2 R= ft2 R= ft2 R= ft Insulation Area R=30.0 900.00 ft2 R= ft2 R= ft2 R ft2 6 220 kBtu/hr Efficiency 26.6 SEER:21.00 kBtu/hr Efficiency 17.0 COP:1.00 Cap:1 gallons EF: 0.92 CF, Pstat �ZHF. STq�; ulL S •�� •tea ° ������� � cOD WE fav *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 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Residential System Sizing Calculation Summary GOMEZ-BASSOLS Project Title: Code Only 137 NE 92 ST GOMEZ-BASSOLS RESIDENCE Professional Version MIAMI SHORES, FL Climate: South Location for weather data: Miami - Defaults: Latitude(25) Altitude(11 ft.) Temp Range(L) Load Humid' data: Interior RH 50% Outdoor wet bulb 7 Humidity difference 58 r. 5772 Btuh Winter design temperature 50 F Summer design temperature 90 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 20 F Summer temperature difference 15 F Total heatina load calculation 14565 Btuh Total cooling load calculation 23389 Btuh Submitted heating capacity % of talc Btuh Submitted cooling capacity % of talc Btuh Total (Electric Strip) 116.7 17000 Sensible (SHR = 0.75) 85.9 18000 0 efm 0 Latent 247.7 6000 14565 Btuh Total 102.6 24000 WINTER CALCULATIONS Winter Haatinn I nad /fnr ann cn*i Load component Load Window total 227 sqft 5772 Btuh Wall total 1220 sqft 3325 Btuh Door total 0 sqft 0 Btuh Ceiling total 900 sqft 573 Btuh Floor total 85 sqft 2006 Btuh Infiltration 54 cfm 1188 Btuh Duct loss 1701 Btuh Subtotal 14565 Btuh Ventilation 0 efm 0 Btuh TOTAL HEAT LOSS 14565 Btuh C 00-9. 12?1.. SUMMER CALCULATIONS Summpr Cnnlinn I nari /fnr QM ar,*% Load component Load Window total 227 sqft 10749 Btuh Wall total 1220 sqft 3208 Btuh Door total 0 sqft 0 Btuh Ceiling total 900 sqft 975 Btuh Floor total 0 Btuh Infiltration 28 cfin 455 Btuh Internal gain 1890 Btuh Duct gain 2419 Btuh Sens. Ventilation 0 cfm 0 Btuh Total sensible gain 20966 Btuh Latent gain(ducts) 734 Btuh Latent gain(infiltration) 1088 Btuh Latent gain(ventilation) 0 Btuh Latent gain(intemaVoccupants/other) 600 Btuh Total latent gain 2422 Btuh TOTAL HEAT GAIN 23389 Btuh EnergyGauge® System Sizing Version 8 PREPARED BY: - For Florida residences only DATE: EnemvGauceO FLRCPB v4.5.2 s.'do I S:3t Di System Sizing Calculations - Winter Residential Load - Room by Room Component Details GOMEZ-BASSOLS Project Title: Code Only 137 NE 92 ST GOMEZ-BASSOLS RESIDENCE Professional Version MIAMI SHORES, FL Climate: South Reference City: Miami (Defaults) Winter Temperature Difference: 20.0 F 3/8/2013 Loads for Zone #1: Main Window Panes/SHGC/Frame/U Orientation Area ft X HTM= Load 1 1, SHGC=0.5, Metal, 1.27 N 32.4 25.4 822 Btuh 2 1, SHGC=0.5, Metal, 1.27 N 35.6 25.4 903 Btuh 3 1, SHGC=0.5, Metal, 1.27 N 10.7 25.4 271 Btuh 4 1, SHGC=0.5, Metal, 1.27 S 26.2 25.4 666 Btuh 5 1, SHGC=0.5, Metal, 1.27 S 6.2 25.4 157 Btuh 6 1, SHGC=0.5, Metal, 1.27 S 14.0 25.4 355 Btuh 7 1, SHGC=0.5, Metal, 1.27 W 32.4 25.4 822 Btuh 8 1, SHGC=0.5, Metal, 1.27 W 7.0 25.4 178 Btuh 9 1, SHGC=0.5, Metal, 1.27 W 35.6 25.4 903 Btuh 10 1, SHGC=0.5, Metal, 1.27 W 10.7 25.4 271 Btuh 11 1, SHGC=0.5, Metal, 1.27 W 16.7 25.4 423 Btuh Window Total 227 ft 5772 Btuh Walls Type R -Value Area X HTM= Load 1 Concrete Blk, - Ext(0.14) 5.0 1220 2.7 3325 Btuh Wall Total 1220 3325 Btuh Ceilings Type/Color/Surface R -Value Area X HTM= Load 1 Vented Attic/D/Tile 30.0 900 0.6 573 Btuh Ceiling Total 900 5736tuh Floors Type R -Value Size X HTM= Load 1 Slab On Grade 0 85.0 ft(p) 23.6 2006 Btuh Floor Total 85 2006 Btuh Zone Envelope Subtotal: 11676 Btuh Infiltration Type ACH X Volume(cuft) walls(sgft) CFM= Natural 0.45 7200 1220 54.0 1188 Btuh Ductload Average sealed, Supply(R6.0-Attic), Retum(R6.0-Attic) (DLM of 0.132) 1701 Btuh Zone #1 Sensible Zone Subtotal 14565 Btuh EneravGawedO FLRCPB v4.5.2 Paae 1 Manual J Winter Calculations Residential Load - Component Details (continued) GOMEZ-BASSOLS Project Title: Code Only 137 NE 92 ST GOMEZ-BASSOLS RESIDENCE Professional Version MIAMI SHORES, FL Climate: South 3/8/2013 HOLE HOUSE TOTALS Subtotal Sensible 14565 Btuh Ventilation Sensible 0 Btuh Total Btuh Loss 14565 Btuh EQUIPMENT 1. Electric Strip 17000 Btuh Key: Window types (SHGC - Shading c:oefficlent of glass as SHGC numerical value or as ohm or tint) (Frame types - metal, wood or insulated metal) s - (U - Window U -Factor or'DEF for default) (HTM - Manual.1 Heat Transfer Multiplier) W. Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) Version 8 For Florida residences only Enerm GauaeO FLRCPB v4.5.2 Pace 2 System Sizing Calculations - Summer Residential Load - Room by Room Component Details GOMEZ-BASSOLS Project Title: Code Only 137 NE 92 ST GOMEZ-BASSOLS RESIDENCE Professional Version MIAMI SHORES, FL Climate: South Reference City: Miami (Defaults) Summer Temperature Difference: 15.0 F 3/8/2013 The following window Excursion will be assigned to the system loads. Windows July excursion for System 1 2021 Btuh Excursion Subtotal: 2021 Btuh Duct load 283 Btuh Sensible Excursion Load 2304 Btuh Component Loads for Zone #1: Main Type* Overhang Window Area(sgft) HTM Load Window Pn/SHGC/U/InSWExshnS Omt Len Hgt Gross Shaded Unshaded Shaded Unshaded 1 1, SHGC=0.5,1.27, B -M, N,F N 13ft. 12.5f 32.4 0.0 32.4 24 24 789 Btuh 2 1, SHGC=0.5,1.27, B -L, N,F N 13ft. 12.5f 35.6 0.0 35.6 24 24 866 Btuh 3 1, SHGC=0.5,1.27, B -L, N,F N 13ft. 12.51' 10.7 0.0 10.7 24 24 260 Btuh 4 1, SHGC=0.5,1.27, B -L, N,F S 0.16 6.41 26.2 0.0 26.2 24 27 698 Btuh 5 1, SHGC=0.5,1.27, B -L, N,N S 0.16 6.41 6.2 0.0 6.2 26 28 173 Btuh 6 1, SHGC=0.5,1.27, B -L, N,F S 0.16 4.16 14.0 3.0 11.0 24 27 366 Btuh 7 1, SHGC=0.5, 1.27, B -L, N,F W 0.16 7.511. 32.4 0.0 32.4 24 57 1852 Btuh 8 1, SHGC=0.5,1.27, B -L, N,F W 0.16 7.5ft. 7.0 0.0 7.0 24 57 400 Btuh 9 1, SHGC=0.5,1.27, B -L, N,F W 0.16 11.5f 35.6 0.0 35.6 24 57 2034 Btuh 10 1, SHGC=0.5, 1.27, B -L, N,F W 0.16 11.51' 10.7 0.0 10.7 24 57 610 Btuh 11 1, SHGC=0.5,1.27, B -L, N,F W 511. 7.5ft. 16.7 8.3 8.4 24 57 681 Btuh Window Total 227 (sqft) 8728 Btuh Walls Type R-Value/U-Value Area(sqft) HTM Load 1 Concrete Blk, - Ext 5.010.14 1220.0 2.6 3208 Btuh Wall Total 1220 (sgft) 3208 Btuh Ceilings Type/Color/Surface R -Value Area(sgft) HTM Load 1 Vented Attic/DarkTde 30.0 900.0 1.1 975 Btuh Ceiling Total 900 (sgft) 975 Btuh Floors Type R -Value Size HTM Load 1 Slab On Grade 0.0 85 (ft(p)) 0.0 0 Btuh Floor Total 85.0 (sgft) 0 Btuh Zone Envelope Subtotal: 12911 Btuh Infiltration Type ACH Volume(cuft) wall area(sgft) CFM= Load SensibleNatural 0.23 7200 1220 27.6 455 Btuh Internal Occupants Btuh/occupant Appliance Load gain 3 X 230 + 1200 1890 Btuh Sensible Envelope Load: 15256 Btuh Duct load Average sealed, Supply(R6.0-Attic), Retum(R6.0-Attic) (DGM of 0.140) 2136 Btuh Sensible Zone Load 17392 Btuh EneravGauaeO FLRCPB v4.5.2 Paae 1 Manual J Summer Calculations Residential Load - Component Details (continued) GOMEZ-BASSOLS Project Title: Code Only 137 NE 92 ST GOMEZ-BASSOLS RESIDENCE Professional Version MIAMI SHORES, FL Climate: South 3/8/2013 WHOLE HOUSE TOTALS EQUIPMENT 1. Central Unit # 24000 Btuh `Key: Window types (Pn - Number of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value or as ciear or tint) (U - Window U -Factor or'DEF for default) (Irish - Interior shading device: none(N), Blinds(B), Drapedes(D) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (BS - Insect screen: none(N), Full(F) or Half(H)) (Omt - compass orientation) fFF Version 8 For Florida residences only EneravGauaeO FLRCPB v4.5.2 Paoe 2 Sensible Envelope Load All Zones 17277 Btuh Sensible Duct Load 2419 Btuh Total Sensible Zone Loads 19696 Btuh Sensible ventilation 0 Btuh Blower 1270 Btuh Whole House Total sensible gain 20966 Btuh Totals for Cooling Latent infiltration gain (for 58 gr. humidity difference) 1088 Btuh Latent ventilation gain 0 Btuh Latent duct gain 734 Btuh Latent occupant gain (3 people @ 200 Btuh per person) 600 Btuh Latent other gain 0 Btuh Latent total gain 2422 Btuh TOTAL GAIN 23389 Btuh EQUIPMENT 1. Central Unit # 24000 Btuh `Key: Window types (Pn - Number of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value or as ciear or tint) (U - Window U -Factor or'DEF for default) (Irish - Interior shading device: none(N), Blinds(B), Drapedes(D) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (BS - Insect screen: none(N), Full(F) or Half(H)) (Omt - compass orientation) fFF Version 8 For Florida residences only EneravGauaeO FLRCPB v4.5.2 Paoe 2 A % Miami Shores Village bl f Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 CTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 137 NE 92 Street FBC 20 Permit No. RC -5-13-1155 Master Permit No. ROOFING City: Miami Shores County: Miami Dade 4p: 33138 Folio/Parcel#. 1132060133170 Is the Building Historically Designated: Yes f NO Flood Zone: OWNER: Name (Fee Simple Titleholder): Isabel Gomez-Bassols Phone#: ,ddress:137 NE 92 Street City: Miami Shores State: FL zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Amcon Group phone#: 305-598-1112 Address: 9800 SW 92 Avenue City: Miami Ste. FL zip: Qualifier Name: Edward Weller Phone#: _ State Certification or Registration #: CGC1522000 Certificate of Competency #: Contact Phone#: Email Address: amconb123@aol.com DESIGNER: Architect/Engineer. Jorge Nuche Design Group Phone#: Value of Work for this Permit: $ ' . -�; SquareJLinear Footage of Work: Type of Work: OAddition OAlteration ONew ORepair/Replace Description of Work: 33176 786-290-8616 Revision to relocate gas tank, gas line adjustment and electrical revision Color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education. Fee $ Double Fee $ Structural Review $ CCF $ CO/CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ ODemolition e Bonding Company's Name (if applicablep Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 COMINWNCEMENT 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 Signature Owner or Aged,)Contractor The foregoing instrument was acknowledged before me this The foregoing day of April , 20, by *t2, day of April who is personally known to NOTARY Sign:AAnony e Print: My Commission APPROVED BY who is personally take an oath. 9 Plans Examiner Structural Review (Revised 3/12/2012XRevised 07/10/07XRevised 06/10/20 XRevised 3/15/09) NOTARY PUBLIC: Sign: Print: My Commission Expires: before me this an oath. Zoning Clerk 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 I CE17D I FBC 20 BUILDING Master Permit No.= 0- .5('l --(( 55 PERMIT APPLICATION Sub Permit No. ❑BUILDING M ELECTRIC ❑ ROOFING REVISIO ❑ EXTENSION ❑RENEWAL o �UMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP M M n INC&I JOB ADDRESS: City: Miami Shorestt yy County: Miami Dade Zip: Folio/Parcel#: 11 -3®�� ) I ? o is the Building Historically Designated: Yes NO Occupancy Type: �tdoad: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 4 1fsa :� 9 f c�hone#: Address: 32 fYjT, `�Z2 City: S State: Zip: 7� Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: ymoi 4 ?t jJ / 1�► Crfft. UC Phone#:9r-V- - - S� 3 Address: *3(443 SW L'1 "[ City: nth M/ —State: /�L Zip: 1313 3 Qualifier Name: aee W Phone#: ' State Certification or Registration #:�©�.^L -i 5 Certificate of Competency #: DESIGNER: Architect/Engineer: Value of Work for this Permit: $ Squrejrine� F Te o . e of Work: ❑ Addition � Type ❑ Alteration ❑ New Repair/Replace ❑Demolition Description of Work: _ - 169 Re. Specify color of color thru, Mile: 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 $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. [SPdP)47 The foregoing instrument was aWnowledged before me this day of t ' ` 20 by A s who is personally known to me or who has produced • l!50a(NL e6mae,-I, as identification and who did take an oath. NOTARY PUBLIC: Sign: (c7z' Print: Seal: i The foregoing instrument was acknowledged before me this - day of Z , 20 by who is personally known to me or who has produced Je�;W;-Sow'o-C g�'04"-es identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: 2d�1/ APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) . 'Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 7BY:_j INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 BUILDING Master Permit No. CC G 13 —11 S PERMIT APPLICATION Sub Permit No. ❑BUILDING ~ELECTRIC ❑ROOFING REV ❑EXTENSION ❑RENEWAL UMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP QCONTRACTOR DRAWINGS JOB ADDRESS:(�� City: q Miami Shores County: V, Miami Dade Zip: / 3 1— Folio/Parcel#: 1 f Tz6 b 0 1 7 (1 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): c, �fq "z �I? Gdncg: Address: 1 __Z; �) NLft, (�- i - City: d�q r r4 M %fiei State: Zip: 3 f Tenant/Lessee Name: — Phone#: Email: Company Name: Address: _/rl U Y cmi City: State: f�'7 Qualifier Name: PhonE State Certification or Registration #: lam,/'[' C f DESIGNER: Architect/Engineer: '.�i' meq' n Address: Ci S Value of Work for this Permit: $ C'� Square/Linear Footage of Work: _ Type of W6,rk: ❑ Addition ❑ Alteration ❑ New epair/Replace //�� .+ ...A _ . — U t , 6 itol Description of Work: kc (� C9 Gk -t V�9 S tT , fLf%- D L Specify color of color thru tile: Submittal Fee $ Permit Fee Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ _ Structural Reviews $ (Revised02/24/2014) 04)6-5 Zce'C-( 3VY - p: S 32-24- ❑ Demolition CCF $ CO/CC $ DBPR $ Notary Double Fee $ Bond $ TOTAL FEE NOW DUE $ _ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature nature OWNER AGENT CONTRACTOR The foregoing instrument was acknowledged before me this I' ZL day of 1 n:VZ 20 1 L , by SSAA� - ax% � r UC e.=.who is personally known to me or who has producedQA's-7 � "ow as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: i..l 1 The foregoing instrument was acknowledged before me this day of 20 1 q • by , who is personally known to me or who has produced StlArrq-t. VAI-de.v as identification and who did take an oath. NOTARY PUBLIC: APPROVED BY f / s --I /-/Y Plans Examiner Structural Review (Revised02/24/2014) Zoning Clerk