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RC-19-306W Miami Shores Village Building Department 10050 NE 2 Ave Miami Shores FL 33138 Issue Date: 3/21/2019 INSPECTION REQUESTS: (305)762-4949 or log on at hftps://bidg.msvfl.gov/energov_prod/selfservice Requests must be received by 3:30pm WORK IS ALLOWED: MONDAY THROUGH FRIDAY, 8:OOAM - 7:OOPM SATURDAY 8:OOAM - 6:00PM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY . NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED . PLANS ARE READILY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION . Expires: 09/17/2019 POST ON SITE 1122310120100 Owner's Name: MARCO BRUZZI Owner's Phone: Job Address: 671 NE 105TH ST Total Square Feet: 2,400 Miami Shores, FL 33138 dotal Job Valuation: $ 21,000.00 Contractor(s) Phone Address JOSEPH S. ROBBIO INC (954)663-6743 9400 S MEADOWS CIR. MIRAMAR, FL 33025 Description: INSTALL CONCRETE POOL DECK FOR PERMITTED UNDER EXISTNG ROOF. INSTALL OUTSIDE KITCHEN UNDEF CONCRETE LAB FOR BACK UP GENERATOR 3; . L i �j JC- Ek(f Pria) CDC)-p e- W/ un Wurol i v� 5a�e ►"� r-eAy �m yn-e4e d cam 9/? 7lrq BY ESSIG POOLS. INSTALL POWDER ROOA SUPPLIED BY ESSIG POOLS. INSTALL WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Page 1 of 1 INSPECTION RECORD INSPECTION DATE INSP Foundatio Stem Slab Columns ( I t) Columns (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing Bucks Interior Framing Insulation Ceiling Grid Drywall Firewall Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap In -Progress Roof Installation Roofing Final Shutters Attachment Final Shutters Rails and Guardrails ADA comDlianu,. DOCUMENTS Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS WINDOWSDOORS INSPECTION DATE INSP Attachment INSPECTION WORKSPUBLIC DATE INSP Excavation ELECTRICAL INSPECTION DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling Rough Rough }f 1 Telephone Rough Telephone Final - TV Rough TV Final Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough Alarm •�inai •----�---. Fire Alarm Rough Fire Alarm Final Service Work With ELECTRICAL CdMANTS V Q, INSPECTION JDATE JINSP Final Sprinkler Final Alarm INSPECTION DATE INSP Rough Water Service 2nd Rough c Top Out Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains Gas vn��tiGM�� to �yt LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains inal �7 PWMBING COMMENTS INSPECTION I DATE I INSP Rough Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum MECHANICAL COMMENTS ak 1i c ;� (c@-,j AA26n3 33s October 10, 2019 Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, Florida 33138 Final Inspection Letter Permit Number: RC-02-19-306 Address: 671 NE 105'" St. Building Department, I, Victor J. Bruce and Architect of Record, having performed visual observations of the project, hereby attest to the best of my knowledge, belief, and professional judgment, the structural and envelope components of the above referenced renovation are in compliance with the approved drawings. Please contact me at 305.310.5030 if you have any questions and/or comments. Sincerely, Victor J. Bruce A.I.A., LEED R AP Architect A R-0017103 P.O. Box 530019 Miami Shores, Florida 33153 telephone 305-310-5030 email vbsb2-ai.com Miami Shores Village Building Department 10050 NE 2nd Ave. � RI Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by UNAM-671, Inc. to perform special inspector services under the Florida Building Code 5th Edition(2017) and Miami Dade County Administrative Code at the671 NE 105th Street project on the below listed structure as of 2018 (date). I am a registered architect/professional engineer licensed in the State of Florida. Process Number: RC-02-19-306 Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 5th Edition (2014) _ Miami Dade County Administrative Code, Article II Section 8-22 Special Inspector for Trusses > 35 ft. long or 6 ft. high _ Steel Framing and Connections welded or bolted _ Soil Compaction Precast Attachments Roofing Applications, Lt. Weight. Insul.Conc, _ Other Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform inspection* 91 2. 4. *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect: graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. I (we) will notify the Miami Shores 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 Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores Building Department .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 work under each Building Permit, I will submit to the Building Inspector at the time of the final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and fiessional judgment thosdjportions of the project outlined above meet the intent of the Florida Building de and are in substa I a ce with the approval plans. fn7 Engineer/Architect Name Victor J Bruce Signed and Sealed Print Date: March 12019 Address 310 N� I0I5t 5Treet C. CONFIRMATION OF COMPLETION OF SUBTERRANEAN TERMITE TREATMENT AS REQUIRED BY FLORIDA BUILDING CODE (FBC) 1816.1.7 Purchaser's Name and Address: Joseph S. Robbio, Inc. 9400 S. Meadows Way Hollywood, Florida 33025-2600 Treatment Site: 671 N.E. 105' Street, Miami Shores, Florida 33138-2053 Project: Residence Job: Addition Chemical: Imidacloprid Square Feet: 2,050 Number of structures treated: 1 Date of Completion: 10/17/2019 PERMIT: RC-02-19-306 Block: N/A Product: Adonis 75WSP @ .05% Number of Gallons: 205 Lot: N/A Block: N/A Applicator: Devin Kolman Date & Time: 10/17/2019, @ 12:00 PM Accurate Pest Control, Inc. hereby confirms that this building has received a complete, final treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws as established by Florida Department of Agriculture and Consumer Services. Exterior perimeter treatment was completed upon final grade. Guarantee: None 1 Year X (AREA TREATED ONLY) Renewal Yes 5 Year No X LICENSE NO. JB 1752 ACC TE ST CONTROL, INC. BY��— �— Harvey Sma es, President Revised on 06/01/19 1020 S. STATE ROAD 7 • PLANTATION, FLORIDA 33317 9 954-584-8588 0 1-800-749-8588 • FAX: 954-584-6117 _ SOILPROBE ENGINEERING & TESTING, INC. STUDIES, DESIGN, INSPECTION, AND TESTING SERVICES 5450 Griffin Road, Davie, FL 33314 Phone: (954) 584.6880 (954) 584-6115 Fax: (954) 584-2862 LABORATORY NO: 109334 JOB NO.: 0334 DATE: 5/30/19 ALL REPORTS ARE SUBMITTED AS THE EXCLUSIVE PROPERTY OF OUR CLIENTS. AUTHORIZATION FOR PUBLICATION OR EXTRACTIONS FROM OUR REPORTS ARE RECEIVED PENDING OUR APPROVAL REPORT OF IN -PLACE SOIL DENSITY TESTS Client: JOSEPH S. ROBBIO, INC Project: Proposed Pool Deck Jobsite: 671 NE 1051 St. Miami Shores, FL Address: 9400 S Meadows Circle. Tamarac, FL 33025 Soil Descri tion: Light brown sand, trace of rocks Max dry Densi : 114.0 (Lbs./Cu.Ft.) I Optimum Moisture: 10.2 % Method of Test: NUCLEAR Date of Test Test No. TEST LOCATION Lift No. Field Moisture In Place Density Lbs./Cu.Ft. % Compac tion Wet I Dry 5/29/19 1 Deck @ center of E side Final 12.1 122.5 109.3 11 5.9 5/29/19 2 Deck @ center of W side Final 11.1 123.4 111.1 97.5 5/29/19 3 Deck @ center of side Final 13.0 126.5 111.9 98.2 NOTE: The above highlighted tests were taken to verify the compaction of the top twelve (12) inches of the structural fill only and they exceed the required 95 % of the maximum dry density ASTM METHOD T-180 . This is NOT a soil bearing capacity certification. SOILPROBE ENGINEERING & TESTING, INC. STUDIES, DESIGN, INSPECTION, AND TESTING SERVICES 5450 Griffin Road, Davie, FL 33314 Phone: (954) 584-6880 (954) 584-6115 Fax: (954) 584-2862 LABORATORY NO: 109334 JOB NO.: 0334 DATE: 5/30/19 ALL REPORTS ARE SUBMITTED AS THE EXCLUSIVE PROPERTY OF OUR CLIENTS. AUTHORIZATION FOR PUBLICATION OR EXTRACTIONS FROM OUR REPORTS ARE RECEIVED PENDING OUR APPROVAL REPORT OF MOISTURE -DENSITY RELATIONSHIP OF SOIL Client: JOSEPH S. ROBBIO, INC Address: 9400 S Meadows Circle. Tamarac, FL 33025 Project: Proposed Pool Deck @ 671 NE 10511' St. Miami Shores, FL Location: Deck Soil Description: Brown grayish sand, little rock Method of Test: AASHTO T-180 MOISTURE -DENSITY RELATIONSHIP CURVE 5 7 9 11 13 15 17 MOISTURE CONTENT (%) Optimum Moisture: 10.2 % Max. Dry Density: 114.0 Lbs./CuXt. I*a%3 Vses: MOA , I p aua4l Pie UalinjuWA - Interior & E . Ba5ement j Up4ajnsu' snonMUOD Unde(41pb & Craft DIY Mt insw + NMN3 IW3Sd 0 + ` 966S LJTIA %OM OWAO(il PIKO I + Ap PLIV tses: + Ir torior & E. put, ilogejujul pal ,A,Clnsjl �Wcnm%JO3 • easpment 8 4.F Under-"b DIY & Craft vinsN + 3NMN3+ ",N jW3Hd 0 + -'OoS V X y S 1 t Y S.if �b'r� M 3r ✓/ �cV� [ 1Y°�,1�'r' h � :aAj o ` ' PrAmr- DIVISION OF Environmental Health Florida Health 9 Map, Miami -Dade County �� 0OSTDS/Well Division ��!/ 11805 SW 26th Street • Miami, FL 33175 `v Inspector � k'jg41 �; f ; :- Date Address � � % j � ; OSTDS # �� 7 � Comments: i Signature ;:di:5',td•.:�'7�r.;'`a..+^;.s:�ru",r3+�:}?x''°K�+��:•A,..:.+a�,p.�ywa..h�:_yp�,t•-"1 "',Y':wk:-'..�; M�.�sgr'- -.� jr?�`_ , ,..,,r=.•.;,rr, .tw >. .. .:-r,.: --, .. . .._. .. Certificate of Completion Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department Description: CONCRETE POOL DECK INSTALL POWDER ROOM UNDER EXISTNG ROOF. CONCRETE FOR BACK UP GENERATOR Permit Type Building (Residential) Bldg. Permit No. RC-02-19-306 Owner MARCO BRUZZI Contractor JOSEPH S. ROBBIO INC Subdivision/Project Date Issued 01/06/2020 Construction Type V-B Occupancy Single Family Type Square Footage 2,400.00 Flood Zone X Location If the building is located in a special flood hazard area documentation of the as -built lowest floor 671 NE 105TH ST elevation or lowest horizontal structural member has been provided and is retained in the records of Miami Shores, FL 33138 Miami Shores Village. This certificate issued pursuant to the requirements of the Florida Building Code certifying that at the �10RES time of issuance this structure was in compliance with the various ordinances of the jurisdiction b „ � regulating building construction or use. t &/to Ismael Naranjo, CBO Not Transferable POST IN A CONSPICUOUS PLACE a S� �l f" t�� w- r •— -a it`re '''r,:ati?• 1 .:,1=.;.'v�`Y+ f r-.r�t t ': 9 �5a•`x" •�I',�'ia' !u ,� 'jt.�,.t �E y_ • i � Sr.r ' r ;C.:• e• 1 � icy "^Sr • _ e 1��,.r� pc,. •�,r i*Ctr3.;r�• i.tF�c+,�.v.'� . r,•:, "j2tw.e, U.S.'DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30, 2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance aaent/comoanv- and rR) hi darling rnuncr SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: UNAM 671, Inc., a Florida corporation A2 BuilBoxdin No. Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number: 671 N.E. 105th Street City State ZIP Code Miami Shores Florida 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Folio # 11-2231-012-0100 Lot 11 & a portion of Lot 12, CORRECTED PLAT OF GOLF VIEW ESTATES, PB 41, PG 58 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential A5. Latitude/Longitude: Lat. 25052'20.19"N Long. 8001l'01.76"W Horizontal Datum: ❑ NAD 1927 ❑x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 7 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1152.00 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 15 c) Total net area of flood openings in A8.b 1607.04 sq in d) Engineered flood openings? ❑ Yes [K No A9. For a building with an attached garage: a) Square footage of attached garage 650.00 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes ❑x No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State Village of Miami Shores 120652 Miami -Dade Florida B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 12086C 0306 L 09-11-2009 09-11-2009 AE 7 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 139: ❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 69: ❑x NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes x❑ No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Gvnirn+inn n-+- AI.........k....7n nn4e IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 671 N.E. 105th Street City State ZIP Code Company NAIC Number Miami Shores Florida 33138 SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* x❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations — Zones Al—A30, AE, AH, A (with BFE), VE, VI—V30, V (with BFE), AR, AR/A, AR/AE, AR/A1—A30, AR/AH, AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: M-DCo. BM # D-159 Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a) through h) below. 0 NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 7.00 x❑ feet ❑ meters b) Top of the next higher floor 15.70 ❑x feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A ❑x feet ❑ meters d) Attached garage (top of slab) 13.23 x❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building feet meters x (Describe type of equipment and location in Comments) 7.21 ❑ ❑ f) Lowest adjacent (finished) grade next to building (LAG) 6.80 x❑ feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 13.20 E feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support ❑ feet ❑ 6.80 meters SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? Yes ❑ No ❑ Check here if attachments. Certifier's Name License Number Digitally Odalys C. Bello Iznaga LS 6169 signed by Title Professional Land Surveyor and Mapper j: 'r 1 1 3q4plys C 10 Company Name Bello & Bello Land Surveying Corp. Wt e: r.19.12.05 Address 12230 SW 131 Avenue, Suite 201 09:41:18 City State ZIP Code Miami Florida 33186 -05'00' Signature Digitally signed by Odalys C Bello Date Telephone Ext. Date: 2019.12.0509:41:48-05'00' (305) 251-9606 Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) For A5: Long. and Lat. determined by GNSS RTK GPS Survey No. 20286 C2 e) Denotes Elevation of A/C Unit located on the East side adjacent to the existing structure. Highest Crown of Road Elev.= 13.40' Next Higher Floor Elev.= 16.00' Generator Elev.= 8.15' FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 c ,.: r% .-- IMPORTANT: In these spaces, copy the corresponding information from Section A. -ter.. .+•.wrcn wc! ov, cv 10 FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 671 N.E. 105th Street City State ZIP Code Company NAIC Number Miami Shores Florida 33138 SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items El—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑x feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is feet ❑ meters❑ above or ❑below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 1-2 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑x feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is x feet ❑ ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑x feet ❑ meters above or ❑ E] below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owners Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 IMPORTANT: In these spaces, copy the corresponding information from Section A. �..r . I " vu u. Ivvv=1I WWI Qv, Lv 18 Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. FOR INSURANCE COMPANY USE Policy Number: 671 N.E. 105th Street City State ZIP Code Company NAIC Number Miami Shores Florida 33138 SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4—G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. c.,..:....:,... M..,....—.—__ .,. IMPORTANT: In these spaces, copy the corresponding information from Section "nrn u—" vain. IVUVCIIIUCI 3U, GU 10 A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 671 N.E. 105th Street City State ZIP Code Company NAIC Number Miami Shores Florida 33138 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and 'Rear View'; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. 5c 1 n= N Photo One Photo One Caption Front View: 11/21/2019 Clear Photo One ■■■ di ►� ■ 1` w K+' +1 p 3`fii Photo Two Photo Two Caption Rear View: 11/21/2019 Clear Photo Two FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 5 of 6 ELEVATION CERTIFICATE BUILDING PHOTOGRAPHS OMB No. 1660-0008 Continuatinn Pang =.._:__.:__ ., - IMPORTANT: In these spaces, copy the corresponding information from Section A. "AP11Ouv1 I uatC% wvvernoer aU, ZU]b Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. FOR INSURANCE COMPANY USE Policy Number: 671 N.E. 105th Street city State ZIP Code Miami Shores Company NAIC Number Florida 33138 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs "Front with: date taken; View" and "Rear View"; and, if required, 'Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or indicated vents, as in Section A8. I Photo Three Photo Three Caption Side View: 11/21/2019 Clear Photo Three Ar Y r �1 Photo Four Photo Four Caption Side View: 11 /21 /2019 Clear Photo Four FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 6 of 6 Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 671 NE 10STH ST, Miami Shores, FL 33138 1122310120100 .ontacts UNAM 671, INC Owner JOSEPH S. ROBBIO INC Contractor MARCO BRUZZI JOSEPH ROBBIO 671 9400 S MEADOWS CIR, MIRAMAR, FL 33025 Business: 9546636743 Inspection Requests: Description: INSTALL CONCRETE POOL DECK FOR PERMITTED Valuation: $ 21,000.00 POOL BY ESSIG POOLS. INSTALL POWDER ROOM UNDER 305- EXISTNG ROOF. INSTALL OUTSIDE KITCHEN UNDER PERGOLA Total Scl Feet: 2,400.00 SUPPLIED BY ESSIG POOLS. INSTALL CONCRETE LAB FOR BACK UP GENERATOR Fees Amount Application Fee - Other $50.00 CCF $12.60 Certificte of Completion for Single Fam $50.00 and Duplex DBPR Fee $9.45 DCA Fee $6.30 Education Surcharge $4.20 Permit Fee $580.00 Scanning Fee $39.00 Structural Review ($90) $90.00 Structural Review ($90) $90.00 Technology Fee $15.75 Total: $947.30 Building Department Copy Payments Date Paid Amt Paid Total Fees $947.30 Credit Card 03/21/2019 $897.30 Credit Card 02/11/2019 $50.00 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized SigAVGre: Owner / Applicant / Contractor / Agent March 21, Date Page 2 of 2 RECEI VnD s� BUILDING U411141MMU124 Miami Shores Village F B 11 2019 Building Department BY: 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (30S) 79S-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 F 4 Master Permit No. Sub Permit No. FIX BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL 7PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 671 NE 105 St. City: Miami Shores County Miami Dade Zip: Folio/Parcel#: 11-2231-012-0100 Is the Building Historically Designated: Yes NO Occupancy Type: Load: __ Construction Type: Flood Zone: BFE: FFE: OWNER: Name ircc Simple Titleholder): UNAM 671 , inc. Phone#: Address: 671 NE 105 St. City: Miami Shores State: Fl. Tenant/Lessee Name: _ Phone# Email: Zip: 33138 CONTRACTOR: Company Name: Joseph S. Robbio, Inc _ Phone#: 95( 4) 663-6743 Address: 9400 S. Meadows Circle City: Miramar state: FI. zip: 33025 Qualifier Name: Joseph S. Robbio Phone#: (954) 663-6743 State Certification or Registration #: CBC 059462 Certificate of Competency #: DESIGNER: Architect/Engineer. Victor Bruce Phone#: (305) 310-5030__ Address: 370 NE 101 St. City: Miami Shores state: _R _ zip: 33138 Value of Work for this Permit: $ 21,000.00 Square/Linear Footage of Work: 2,400 Sq. Ft. Type of Work: ❑ Addition ❑ Alteration X! New ❑ Repair/Replace ❑ Demolition Description of work: Install concrete pool deck for permitted pool by Essig Pools. Install powder room under existing roof. Install outside kitchen under pergola supplied by Essig Pools. Install concrete slab for Back up qenerator Specify color of color thru tile: �J submittal Fee $ 5o � Permit Fee $ (0✓�J � CCF $ 1 <- CO%CC $ �fO , 00 Scanning Fee $ ? GO Radon Fee $ (0,50 DBPR $9 • Notary $ Technology Fee $ t S � S ('Training/Education Fee $ �O Double Fee $ 1� Structural Reviews $� . � v , oi�) Bond (Revised02/24/2014) TOTAL FEE NOW DUE $ 1�ff-A .3 r; 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 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. "'YVARNING -FO OWNER. YOUR FAILURE TO RECJRD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND O 087-'AIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING OUR NOTICE OF COMMENCEMENT," Notice to Applicant: As a condition to the issuance of a building permit vvith 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. Marco BUU4 ( VM-671, Inc.) Signature OWNER The foregoing instrument was acknowledged before me this day of JCAY1L2QYW20 by Marco Bruzzi who is per Wally kno to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Prin M WIN LUMAG.ISASI Seal *: My COMMISSION # GG 247475 a 'a EXPIRES: December 10, 2022 '•'•'�or tti°c' ; ;:,dad TNu No'.ary Public unwerwters Joseph S. bbio Signature C74----CONTRACTOR The foregoing instrument was acknowledged before me this day of 3cA Y) lY(-k 20 11101 by dJoseph S. Robbio who is p rsonally kno to as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: _i°`•rPo'; LUCIAG.ISASI MY COMMISSION # GG 247475 ra EXPIRES: December 10, 2022 Fdd . Bonded Thru Notary Public Underwriters APPROVED BY 1 ` Plans Examiner _ as Zoning Structural Review Clerk (Revised02/ 24,/2014 ) Property Information Folio: 11-2231-012-0100 Property Address: 671 NE 105 ST Miami Shores, FL 33138-2053 Owner UNAM 671 INC Mailing Address 100 SE 2ND ST STE 3800 MIAMI, FL 33131 USA PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 4/4/0 Floors 1 Living Units 1 Actual Area 7,856 Sq.Ft Living Area 6,116 Sq.Ft Adjusted Area 6,290 Sq.Ft Lot Size 29,600 Sq.Ft Year Built 1950 Assessment Information Year 2018 2017 2016 Land Value ..... _...... $810,300 ...... $810,300 $763,236 Building Value $1,462,424 $441,104 $441,113 XF Value $6,092 $41,607 $41,987 Market Value $2,278,816 $1,293,011 $1,246,336 Assessed Value $2,278,816 $1,293,011 $1,246,336 Benefits Information Benefit Type 2018 2017 2016 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 31 5242 GOLF VIEW EST CORR PL PB 41-58 LOT 11 & THAT POR LOT 12 DESC BEG AT SW COR LOT 12 N17.5FT TO POB NELY205.17FT TO PT ON E/L Generated On : 2/11/2019 Taxable Value Information 2018 2017 2016 County Exemption Value $0 $0 $0 Taxable Value $2,278,816 $1,293,011 $1,246,336 School Board Exemption Value $0 $0 $0 Taxable Value $2,278,816 $1,293,011 $1,246,336 City._ -- Exemption Value $0 $0 $0 Taxable Value $2,278,816 $1,293,011 $1,246,336 Regional Exemption Value $0 $0 $0 Taxable Value $2,278,816 $1,293,011 $1,246,336 Sales Information Previous Sale Price OR Book -Page Qualification Description 12/20/2018 $4,250,000 31272-3124 Qual by exam of deed 11/08/2017 $3,000,000 30756-1001 Qual by exam of deed 05/18/2015 $1,050,000 29627-2110 Qual by exam of deed 05/01/1999 $500,000 18621-3078 li Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer. asp Version https://www.miamidade.gov/propertysearch/ 2/11/2019 1110/2019, Detail by Entity Name Detail by Entity Name Florida Profit Corporation UNAM 671, INC. Filing Information Document Number P18000101493 FEI/EIN Number NONE Date Filed 12/17/2018 State FL Status ACTIVE Principal Address 100 S.E. SECOND ST SUITE 3800 MIAMI, FL 33131 Mailing Address 100 S.E. SECOND ST SUITE 3800 MIAMI, FL 33131 &gistered Agent Name & Address BOLOGNA, STEFANIA, ESQ 100 S.E. SECOND ST SUITE 3800 MIAMI, FL 33131 Officer/Director Detail Name & Address Title DPT VERLICCHI-MARAZZI, EMANUELA 990 BISCAYNA BLVD SUITE 802 MB 17 MIAMI, FL 33132 Title VP BRUZZI, MARCO 990 BISCAYNA BLVD SUITE 802 MB 17 MIAMI, FL 33132 _,I L•..i No Annual Reports Filed Document Images 12/17/2018 — Domes!ic Pro°it View image in PDF format I http://search.sunbiz.org/Inquiry/CorporaUonSearchISearchResultDetail?inquirytype=EntityName&directionType=lnitial&searchNameOrder-UNAM671... 2/2 Prepared by and return to: Stefania Bologna, Esq. Finley & Bologna International 100 S.E. 2nd Street Suite #3800 Miami, FL 33131 305-341-2262 File Number: Carol Sale 671 Will Gall No.: (Space Above This Line For Recording Data) Warranty Deed CFN: 20180783633 BOOK 31272 PAGE 3124 DATE:12/31/2018 10:55:46 AM DEED DOC 25,500.00 HARVEY RUVIN, CLERK OF COURT. MIA-DADE CTY This Warranty Deed made this 20th day of December, 2018 between Carol Invest USA, Inc., a Florida corporation whose post office address is 990 Biscayne Blvd., Suite #801, MB 16, Miami, FL 33132, grantor, and UNAM 671, Inc., a Florida corporation whose post office address is 100 S.E. Second Street, Suite 3800, Miami, FL 33131, grantee: (whenever used herein the terms "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives, and assigns of individuals, and the successors and assigns of corporations, trusts and trustees) Witnesseth, that said grantor, for and in consideration of the sum of TEN AND N0/100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Miami -Dade County, Florida to -wit: LOT 11 AND A PORTION OF LOT 12 OF CORRECTED PLAT OF GOLF VIEW ESTATES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 41 AT PAGE 58 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA; SAID PORTION OF LOT 12 BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT A POINT IN THE INTERSECTION OF THE RIGHT OF WAY LINE OF NORTHEAST 105TH STREET WITH THE DIVISION LINE BETWEEN LOTS 11 AND 12 OF THE SAID CORRECTED PLAT OF GOLF VIEW ESTATES; THENCE RUN NORTH 47 DEGREES, 57 MINUTES, 25 SECONDS EAST, ALONG THE SAID DIVISION LINE BETWEEN LOTS 11 AND 12 FOR 194.12 FEET; THENCE RUN SOUTH 33 DEGREES, 19 MINUTES, 09 SECONDS EAST ALONG THE NORTHEASTERLY LINE OF SAID LOT 12 FOR 83.67 FEET, MORE OR LESS; THENCE RUN SOUTH 67 DEGREES, 48 MINUTES, 35 SECONDS WEST FOR 205.20 FEET TO A POINT IN THE RIGHT OF WAY LINE OF NORTHEAST 105TH STREET, SAID LAST MENTIONED POINT BEING THE MID POINT ALONG THE 35 FOOT FRONTAGE OF LOT 12 AS PLATTED; THENCE RUN NORTH ALONG THE SAID RIGHT OF WAY LINE OF NORTHEAST 105TH STREET FOR 17.50 FEET TO THE POINT OF BEGINNING. Parcel Identification Number: 11-2231-012-0100 Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2018. DoubleTime® CFN: 20180783633 BOOK 31272 PAGE 3125 In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. Signed, sealed and delivered in our presence: Witn ss Name:rirAh Q]' Witness Name: J j T_1A A State of Florida County of Miami -Dade Carol Inv1st A, Inc. a rida corporation By: Tko Cn Moni4 Melotti, ice President (Corporate Seal) The foregoing instrument was acknowledged before me this I9 day of December, 2018 by Monica Melotti, Vice President of Carol Invest USA, Inc., a Florida corporation, on behalf of the corporation. She X is personally known to me or [ ] has produced a driver's license as identification. , -I/ 11 [Notary Seal] otary Public 71 ,. �,= i61YCOMMISSIdN # GG 247475 EXPIRES: December 10, 2022 Printed Name: Luba G. 5GS � ��'��'`•' BonQedTrttuNolaryP�fictJnEKwrGers 4 MY Commission Expires: )�1 O {1 aQ _ Warranty Deed - Page 2 DoubleTime® - "k 0 % —.y 10050 N.E. SECOND AVENUE MIAMI SHORES. FLORIDA 33130-� 382 _ TELEPHONE: (305) 795 22 TRAVIS NDA L FAX (3051 756-8972 Planning_& Zoning Director File Number: Admin-000011-2019 Address: 671 NE 105 Street Miami Shores FL 33150 UNAM-671, Inc. 671 NE 105 Street Miami Shores FL 33150 Whereas, the applicant UNAM-671, Inc. (Owner), has filed an application for site plan review Planning and Zoning Staff on the above property. The applicant sought approval as follows: Pursuant to Articles IV, V and VI of Appendix A Zoning, Sec. 400 Schedule of Regulations and Sec. 600. Administrative Site plan review and approval required for an exterior enovation. a Site Plan Review was conducted on February 11, 2019 After having the application and after reviewing the evidence submitted, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the plans merit consideration and are consistent with the requirements of the Land Development Code. This approval requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and conditions. 1I Approval is granted as shown on the plans submitted and made a part of this approval. 2; Applicant to apply for and obtain all required building permits from the Building Department before beginning work. 3) Applicant to apply for and obtain all necessary permits and approvals from outside agencies. Pagel of 2 DO -AD i 000011-2019_13mzzi_ADMIN-REVIEW VISIT US I www.miamishoresvillage.com I 4) Applicant to obtain all required permits and approvals from the Miami -Dade Department of Regulatory and Economic Resources, Environmental Plan Review Division (DRER, EPRD) and the Miami -Dade Department of Health (DOH/HRS) as required. 5) Applicant to meet all applicable code provisions at the time of permitting. 6) This zoning permit will lapse and become invalid. unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. The application with conditions was approved this 11t6 day of February, 2019 by the Planning and Zoning Board as follows: Administratively by Planning and Zoning Director. Date I Page 2 of 2 DO-ADNIIN000011-2019 Bruzzi ADMIN-REVIEW DESARATA BUILDING CORP. 3523 GRIFFIN RD. DANIA, FLORIDA 33312 State Certified General Contractor CGC 021804 January 4, 2019 Joseph S. Robbio, Inc 9400 S. Meadows Circle Miramar, Florida 33025 Re: Labor Contracting We propose to supply carpenters and laborers for demolition, concrete work, framing and drywall at 671 NE 105 St. Miami Shores. We will supply men as needed at an hourly rate to be billed on Friday and to be paid by Wednesday of the following week. All men are covered with workers compensation and liability insurance, and certificates will be provided to contractor. Hourly rates: Carpenters------------------35.00 per hour Laborers------------------24.00 per hour Thank you, Ric d Howerton Accepted by Da /— /D- / � r, AA2c-00 13C3 March 1, 2019 Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, Florida 33138 Responses to Comments Permit Number: RC-02-19-306 Address: 671 NE 105fh Street The following are responses to comments: Building/Structural: 1. Please see sheet A-2 for missing Door Schedule and design pressures for new masonry opening; 2. Also included is design pressures work sheet; 3. Please see Special Inspector form for Reinforced Masonry Please contact me at Sincerely, Victor J. Bruce A.I.A., L Architect - AR-0017103 P.O. Box 530019 Miami Shores, Florida 33153 telephone 305-310-5030 email vb@b2-ai.com 10.5030 if you have any questions and/or comments. R AP WINDLOADCALC.com BUILDING INFORMATION Design Wind Speed Ultimate Ultimate Wind Velocity (mph) 175 Nominal Wind Velocity (mph) 135.6 Exposure C Internal Pressure Height above ground z -(ft) 0.5 Standard Wall Height - ft 8.0 Mean Roof Height h - ft 25.0 Building Width ft 93.0 Building Length ft 81.0 Roof Slo x•12 3.0 Roof Angle (drees 14.04 e Ede Strip ft 8.10 End Zone (ft) 16.20 Parapet Along Roof Perimeter ft Wind Load Program JOB INFORMATIO Client Brumi 'de Address 671 N Str Company bruce & b Inc. Job Number Pre arer Victor J. Bru - AR-0—M3 TO IC FACTOR Hill Shape Flat - No Hill H, ft 0.0 Lh, ft 0.0 x, ft 0.0 Z, (ft) 0.0 WIND LOAD DESIGN INFORMATION C z APPLYING WIND LOAD FOR: ZONE OPENING ELEVATION (feet) WIDTH (feet ) LENGTH (feet) ( ) EFFECTIVE WIND AREA (sgft) Ultimate Wind Load Pressures NOA Approval Number Max Pressure Per NOA Manufacturer Model Number MAXIMUM POSITIVE PRESSURE (psf) MAXIMUM NEGATIVE PRESSURE (psf) Doors 101 5 0.25 2.7 6.8 18 60.1 -82.3 z 0 F CG O w z v z z w a. O a .a d 3 www.vvindloadcaic.com 3/1/2019 Pagel gH�RyS 6 Miami Shores Village � Building Department 10050 NE 2nd Ave. Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by UNAM-671, Inc. to perform special inspector services under the Florida Building Code 5th Edition(2017) and Miami Dade County Administrative Code at the671 NE 105th Street project on the below listed structure as of 2018 (date). I am a registered arch itect/professional engineer licensed in the State of Florida. Process Number: RC-02-19-306 Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 5th Edition (2014) Miami Dade County Administrative Code, Article II Section 8-22 Special Inspector for _ Trusses > 35 ft. long or 6 ft. high _ Steel Framing and Connections welded or bolted _ Soil Compaction _ Precast Attachments Roofing Applications, Lt. Weight. Insul.Conc, _ Other Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform inspection* I. 2. 3. 4. *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect: graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. I (we) will notify the Miami Shores 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 Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores Building Department. 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 work under each Building Permit, 1 will submit to the Building Inspector at the time of the final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and fiessional judgment thosdVortions of the project outlined above meet the intent of the Florida Building de and are in substaAAw7 ce with the approval plans. n Engineer/Architect Signed and Sea Date: March 1. Name Victor J truce Print Address 370 N� 1015t 5freet Standby Generators INCLUDES: • Two Line LCD Tri-Lingual Digital NexusTM Controller ' • Isochronous Electronic Governor • Sound Attenuated Enclosure • Closed Coolant Recovery System • Smart Battery Charger • UV/Ozone Resistant Hoses • +1 % Voltage Regulation • Natural Gas or LP Operation • 2 Year Limited Warranty GENERAL' a Standby Generators Liquid -Cooled Gas Engine Standby Power Rating Model QT070 (Aluminum - Bisque).?7fl•kW 60 Hz Model QT080 (Alumina*;; •;sque). * WkW 60•lW: • Model QT100 (AluminurQ..l3i u_e) ;1^ 60•H�;• Model QT130 (AluminuF>m-9eque) - 130 kW 60.Hz Model QT150 Aluminury•-•B ue -I ••• .... . ..... ...... . . ..... .... . ...... Y ' • : • GENERAC • • = _ — _ • • GENERAC • UL 2200 Listed Ous QUIET FESF c �l LISTED Meets EPA Emission Regulations 70, 100, 130 & 150 kW meet CA/MA emissions requirement with optional catalyst 80 kW not for sale in CA/MA FEATURES O INNOVATIVE DESIGN & PROTOTYPE TESTING are key components of GENERAC'S success in "IMPROVING POWER BY DESIGN." But it doesn't stop there. Total commitment to component testing, reliability testing, environmental testing, destruction and life testing, plus testing to applicable CSA, NEMA, EGSA, and other standards, allows you to choose GENERAC POWER SYSTEMS with the confidence that these systems will provide superior performance. O TEST CRITERIA: • PROTOTYPE TESTED • SYSTEM TORSIONAL TESTED O SOLID-STATE, FREQUENCY COMPENSATED VOLTAGE REGULATION. This state-of-the-art power maximizing regulation system is standard on all Generac models. It provides optimized FAST RESPONSE to changing load conditions and MAXIMUM MOTOR STARTING CAPABILITY by electronically torque -matching the surge loads to the engine. Digital voltage regulation at ±1%. O SINGLE SOURCE SERVICE RESPONSE from Generac's extensive dealer network provides parts and service know-how for the entire unit, from the engine to the smallest electronic component. NEMA MG1-22 EVALUATION O GENERAC TRANSFER SWITCHES. Long life and reliability are MOTOR STARTING ABILITY synonymous with GENERAC POWER SYSTEMS. One reason for this confidence is that the GENERAC product line includes its own transfer systems and controls for total system compatibility. Iso - sooi: zoos GENERAC® 70.80.100.130.150kW GENERATOR SPECIFICATIONS Type Synchronous Rotor Insulation Class H Stator Insulation Class H Telephone Interference Factor (TIF) <50 Alternator Output Leads 1-Phase 4 wire Alternator Output Leads 3-Phase 6 wire (70, 80 & 150 kW) or 12 wire (100 & 130 kW) Bearings Sealed Ball Coupling Flexible Disc (70, 80 & 150 kW) or Gear Drive (100 & 130 kW) Excitation System Brushless VOLTAGE REGULATION, Type Electronic Sensing Single Phase Regulation ± 1% GOVERNOR SPECIFICATIONS Type Electronic Frequency Regulation Isochronous Steady State Regulation ± 0.25% ELECTRICAL SYSTEM Battery Charge Alternator 12 Volt 30 Amp Static Battery Charger 2 Amp Group 24F, 525 CCA (70. 80 & 150 kW) Recommended Battery or Group 27F, 700 CCA (100 & 130 kW) System Voltage 12 Volts GENERATOR FEATURES Revolving field heavy duty generator Directly connected to the engine Operating temperature rise 120 °C above a 40 °C ambient Class H insulation is rated at 150 °C rise at 25 °C ambient All models fully prototyped tested ENCLOSURE FEATURES Aluminum weather Ensures protection against mother nature. protective enclosure Electrostatically applied textured epoxy paint for added durability. Enclosed critical grade Quiet, critical grade muffler is mounted inside the unit muffler to prevent injuries. Small, compact, attractive Makes for an easy, eye appealing installation. SAE I Sound attenuated enclosure ensures quiet operation. application & engineering data ENGINE SPECIFICATIONS: 80 kW Make Generac Model V-Type Cylinders 8 Displacement (Liters) 4.6 Bore (in/mm) 3.55/90.2 Stroke (in/mm) 3.54/89.9 Compression Ratio • • • • 9.4:1 Intake Air System : ' • ' • Naturally Asp �a%a Lifter Type • • • • • ; • • • • Hydrjr ij . .. ENGINE SPECIFICATIONS: 70, 1UQ,110 & 15Q • • W11 . ; • • 4 • •••••• Make • • • • Gerteias Model "; '; ; • • • % VW Cylinders WWW 10 Displacement (Liters) .6.✓i Bore (in/mm) ; ' • 3.55):Q.Z Stroke (in/mm) • • • 4.17/1%.9 Compression Ratio 9:1 Intake Air System Naturally Aspirated Lifter Type Hydraulic ENGINE LUBRICATION SYSTEM Oil Pump Type Gear Oil Filter Type Full flow spin -on cartridge 5/4.7 (70, 100, 130 & 150 kW) Crankcase Capacity (qVI) or 6/5.7 (80 kW) ENGINE COOLING SYSTEM Type Closed Water Pump Belt driven 2300 - 70 kW 1600 - 80 kW Fan Speed (rpm) 1670 - 100 kW 1950 - 130 kW 2200 -150 kW 22/558.8 (70 kW) or Fan Diameter (in/mm) 26/660.4 (80, 100,130 & 150 kW) Pusher (70 kW) or Fan Mode Puller (80, 100, 130 & 150 kW) FUEL SYSTEM Fuel Type Natural gas, propane vapor Carburetor Down Draft Secondary Fuel Regulator Standard Fuel Shut Off Solenoid Standard Operating Fuel Pressure 11-14" water column/21-26 mm HG (All ratings in accordance with BS5514, IS03046, IS08528, SAE J1349 and DIN6271) GENERAC• 70*80.100.130.150kW operating data GENERATOR OUTPUT VOLTAGEAW - 60 Hz kW LPG Amo LPG kW Nat. Gas Amo Nat. Gas CB Size (Bothl 120/240 V, 10, 1.0 pf 67 292 64 267 300 120/208 V, 30, 0.8 pf 70 243 67 232 300 QT070 120/240 V, 30, 0.8 pf 70 211 67 201 250 277/480 V, 30, 0.8 pf 70 105 67 101 125 1201240 V, 10, 1.0 pf 77 333 77 333 400 120/208 V, 30, 0.8 pf 80 278 80 278 300 OT080 120/240 V, 30, 0.8 pf 80 241 80 240 300 277/480 V, 30, 0.8 pf 80 120 80 120 ... • 150 i1201240 V, 10. 1.0 pf 100 417 89 •371 • • • • • 00 • • . Q 1120/208 V, 30, 0.8 pf 100 347 94 S25 • • • • 400 1120/240 V, 30, 0.8 pf 100 301 94 ' 2". " 0 • • 350 • • • '277/480 V, 30, 0.8 pf 100 150 94 ' 1V ' 175 120/240 V, 10, 1.0 pf 130 542 117 8 . : •. •:600 ' 120/208 V, 30, 0.8 pf 130 451 122 V37 500 QT130 1201240 V, 30, 0.8 pf 130 391 122 97 • • • • • • •150 277/480 V, 30, 0.8 pf 130 195 122 0 j 225 120/240 V, 10, 1.0 pf 144 625 136 ; 56r ; , . 700 • • • 120/208 V, 30, 0.8 pf 150 520 142 • 493 • .00*0 too QT150 120/240 V, 30, 0.8 pf 150 451 1 142 -W . . • 500 277/480 V, 30, 0.8 pf 150 225 1 142 214 • • • • 250 SURGE CAPACITY IN AMPS Voltage Dip @ < .4 pf 15% 30% 120/240 V, 10 129 356 120/208 V, 30 194 471 QT070 1201240 V, 30 168 408 277/480 V, 30 83 201 1201240 V, 10 174 435 120/208 V, 30 186 466 QT080 120/240 V, 30 161 404 277/480 V, 30 70 175 120/240 V, 10 150 413 120/208 V, 30 186 452 QT100 1201240 V, 30 161 392 277/480 V, 30 107 261 120/240 V, 10 236 648 120/208 V, 30 364 885 QT130 120/240 V, 30 315 767 277/480 V, 30 161 390 120/240 V, 10 486 1214 120/208 V, 30 534 1334 QT150 120/240 V, 30 463 1156 277/480 V, 30 250 624 Note: Fuel pipe must be sized for full load. For Btu content, multiply gal/hr x 90950 (LP) or ft3/hr x 1000 (NG). For megajoule content, multiply I/hr x 25.35 (LP) or m3/hr x 37.26 (NG). Refer to "Emissions Data Sheets" for maximum fuel flow for EPA and SCAQMD permitting purposes. ENGINE FUEL CONSUMPTION Natural Gas Propane (ft3/hr) (m3/hr) (qal/hr) (1/hr) Exercise cycle 110 3.1 1.2 4.6 25% of rated load 260 7.4 2.85 10.8 OT070 50% of rated load 500 14.2 5.46 20.8 75% of rated load 696 19.8 7.62 29.1 100% of rated load 1020 29 11.17 42.6 OT080 Exercise cycle 131 3.7 1.45 5.5 25% of rated load 312 8.9 3.45 13.1 50% of rated load 600 17.1 6.64 25 75% of rated load 835 23.7 9.25 34.9 100% of rated load 1154 32.8 12.78 48.2 Exercise cycle 130 3.7 1.4 5.4 25% of rated load 371 10.5 4.1 15.5 QT100 50% of rated load 713 20.3 7.9 29.8 75% of rated load 991 28.2 11 41.5 100% of rated load 1260 35.8 13.9 52.6 Exercise cycle 135 3.8 1.4 5.7 25% of rated load 482 13.7 5.3 20 QT130 50% of rated load 927 26.3 10.3 38.7 75% of rated load 1292 36.7 14.3 54 100% of rated load 1786 50.8 19.8 74.6 Exercise cycle 155 4.4 1.7 6.5 25% of rated load 556 15.8 6.09 23.2 QT150 50% of rated load 1070 30.4 11.72 44.7 75% of rated load 1491 42.4 16.33 62.3 100% of rated load 1 2061 58.6 22.57 86.1 STANDBY RATING: Standby ratings apply to installations served by a reliable utility source. The standby rating is applicable to varying loads for the duration of a power outage. There is no overload capability for this rating. Ratings are in accordance with ISO-3046-1. Design and specifications are subject to change without notice. GENERAC` 70 • 80 • 100 • 130 • 150 kW operating data ENGINE COOLING 70 kW 80 kW 1100 kW 130 kW 150 kW Air flow (inlet air including alternator and combustion air in ft'/min) 5200/147.2 5300/150.1 15500%15 7 1 6450/182.6 7800/220.9 System coolant capacity (gal/liters) 4.5/17 4/15.1 ,4.5/171 4.5/17 4.5/17 Heat rejection to coolant (BTU/hr) 287,000/302.8 316,000/333.4 342;000/360:8 496,000/523.3 568,000/599.3 Maximum operation air temperature on radiator (°C/°F) 60/150 Maximum ambient temperature (°C/°F) 50/140 COMBUSTION REQUIREMENTS • • • • . . .... ...... Flow at rated power (cfm/cmm) 205/5.8 1 250/7.1 1 262/7.4 • • •336/9.5• • • 410/11.6 •.* SOUND EMISSIONS • • •: • • Sound output in d8(A) at 23 It (7 m) with generator in exercise mode` 1 67 1 64 1 61 ' • • .' 65 ; •' " 66 ... Sound output in dB(A) at 23 It (7 m) with generator operating at normal load' 1 72 1 74 1 72 • • • • 75 • • 79 • • • 'Sound levels are taken from the front of the generator. Sound levels taken from other sides of the generator may be higher depending on installation parameters ' • • EXHAUST • Exhaust flow at rated output (cfm/cmm) 1 557/15.8 1 720/20.4 1 888/25.1 • • a 119/31.J • 1535/43.f 0 0 Exhaust temperature at muffler outlet (°C/°F) 1 477/890 1 449/840 1 516/960 1 521/970 " • 593/1100 ENGINE PARAMETERS Rated Synchronous rpm 1 1800 1 3600 1 2300 1 2970 3600 POWER ADJUSTMENT FOR AMBIENT CONDITIONS Temperature Deration...........................................................................................................3% for every 10 °C above 25 °C or 1.65% for every 10 °F above 77 °F Altitude Deration (70,100,130 & 150).................................................................................1 % for every 100 m above 183 m or 3% for every 1000 ft above 600 ft Altitude Deration (80 kW)................................................................................................ 1 % for every 100 m above 915 m or 3% for every 1000 ft above 3000 ft CONTROLLER FEATURES 2-Line Plain Text LCD Display........................................................................................................................................Simple user interface for ease of operation. Mode Switch: Auto..............................................................................................................................................Automatic Start on Utility failure. 7 day exerciser Off...........................................................................................................................Stops unit. Power is removed. Control and charger still operate. Manual......................................................................................... Start with starter control, unit stays on. If utility fails, transfer to load takes place. Programmable start delay between 10-30 seconds............................................................................................................................................................ Standard Engine Start Sequence..................................................................................................................... Cyclic cranking: 16 sec on, 7 rest (90 sec maximum duration) EngineWarm-up..................................................................................................................................................................................................................... 5 sec EngineCool-Down..................................................................................................................................................................................................................1 min Starter Lock-out................................................................................................................................Starter cannot re-engage until 5 sec after engine has stopped. SmartBattery Charger........................................................................................................................................................................................................ Standard Automatic Voltage Regulation with Over and Under Voltage Protection................................................................................................................................ Standard AutomaticLow Oil Pressure Shutdown............................................................................................................................................................................... Standard OverspeedShutdown.............................................................................................................................................................................................. Standard, 72 Hz HighTemperature Shutdown............................................................................................................................................................................................... Standard OvercrankProtection.......................................................................................................................................................................................................... Standard SafetyFused...................................................................................................................................................................................................................... Standard Failureto Transfer Protection.............................................................................................................................................................................................. Standard LowBattery Protection........................................................................................................................................................................................................ Standard 50 Event Run Log............................................................................................................................................................................................................... Standard FutureSet Capable Exerciser.............................................................................................................................................................................................. Standard IncorrectWiring Protection................................................................................................................................................................................................. Standard InternalFault Protection.................................................................................................................................................................................................... Standard CommonExternal Fault Capability ...................................................................................................................................................................................... Standard Governor Failure Protection................................................................................................................................................................................................ Standard • ' 70.80.100.130.150kW GENERACi available accessories Model # Product Description T 005632-0 - 70, 80 & 150 kW If the temperature regularly falls below 32 OF (0'C), install a cold 005633-0 -100 & 130 k Cold Weather Kit weather kit to maintain optimal battery temperature. Kit consists of battery warmer with thermostat built into the wrap. 005620-0 - 70,100 & 130 kW 005619-0 - 80 kW Extreme Cold Weather Recommended where the temperature regularly falls below 32 OF (0 °C) Kit for extended periods of time. For liquid cooled units only. 005667-0 -150 kW Add base plugs to the base of the generatbrto keep ouf d;bra, i .. i:ii i ii 005651-0 Base Plug Kit If the generator enclosure is scratched or darwa ed, it is important •' •' paint to touch-up the paint to protect from future crr oosion. the ... 005703-0 I Paint Kit kit includes the necessary paint to ro etl iti tain o a • • j Y P P P 97r 0 :IDUGISI�P � generator enclosure. • • • The Liquid -Cooled Scheduled Maintenance its offer alf the hardware• i i! 005660-0 - 70, 100, 130 & 150 kW Scheduled 005985-0 - 80 kW Maintenance Kit necessary to perform complete maintenance eq Generoc liquid -cooled • generators. • • • • • Completely wireless and battery powered, Generac's wireless remote 005928-0 iWirele� ss Remote monitor provides you with instant status information without ever I leaving the house. !Advanced Wireless) Remotely control generator functions with the advanced model's LCD 005951-0 ! j Remote) display. In addition to remote testing of the generator, set the exercise cycle and maintenance interval reminders. The PMM Starter Kit consists of a 24 VAC, field installed transformer that enables the use of the 24 VAC Power Management Modules 006199-0 PMM Starter Kit (PMMs) and one PMM. The standard controller (without starter kit) can control two HVAC loads with no additional hardware. Not compatible with pre -wired switches. Power Management Modules are used in conjunction with the Smart Power Management Switch to increase its power management capabilities. It gives the 006186-0 Module (50 Amps) Smart Switch additional power management flexibility not found in any other transfer switch. Not compatible with pre -wired switches. Note: a PMM Starter Kit required. Generac's Mobile Link allows you to check the status of your generator from anywhere that you have access to an Internet connection from a 006463-1 jMobile Link'" PC or with any smart device. You will even be notified when a change in the generator's status occurs via e-mail or text message. Note: Harness Adapter Kit required. 006478-0 iHarness Adapter K t; The Harness Adapter Kit is required to make liquid -cooled units compatible with Mobile Link'". ATYPICAL RESIDENTIAUCOMMERCIAL I FEEDER SUPPLY FROM PANEL LIQUID -COOLED GENERATOR (REQUIRES 4-WIRE FEEDER) CONNECTION PANEL ® O O O W CUSTOMER SUPPLIED LU NEUTRAL WIRE J� �NW ZZhZ NOTE: LOAD SHED MATCH WIRE MODULE NUMBERSTO TERMINAL NUMBERS !TCN—1 NOMOCD ZZH I O r E1 E2 O NEUTRALBLOCK C' D), L NEIJT— — 0 GROUND Note: Use the generator's specific installation manual and wiring diagrams to verify generator wiring connections, as they may differ slightly from illustration. RTS TRANSFER SWITCH N1 N2 GROUND Q1 CO V ,' V II — (� • • • NFUiRAiL. &_44 •• • • • • ••• • • ' •' • • ' • • • PROTECTED LOAD CENTER LIQUID COOLED iNt;*rAV_A71UN':• ••: • . . . . . . .. . . .. % .. .. .... .... ....... . • •• •• • • • •• •• co co E uocxrr uaaeuc r.HiEar "F'a^ tt'��» aA� �aiv�a ourzsaq r+q Mcrn wooErat�t m�sq 9 M.!uw SIR �Iwnl Rp W. pw1 i111Y11M Q�11:11 n1"4 _pm e s/mcw MR 9W RIW unI u W" MIMNIM TB pU•1 2!53. w pmj NOTES: 1) MINIMUM RECOMMENDED CONCRETE PAD SIZE:1240 (48.8) WIDE X 2756 (108.5') LONG. REFERENCE INSTALLATION GUIDE SUPPLIED WITH UNIT FOR CONCRETE PAD GUIDELINES. 2) ALLOW SUFFICIENT ROOM ON ALL SIDES OF THE GENERATOR FOR MAINTENANCE AND SERVICING. THIS UNIT MUST BE INSTALLED IN ACCORDANCE WITH CURRENT APPLICABLE NFPA 37 AND NFPA 70 STANDARDS AS WELLAS ANY OTHER FEDERAL, STATE AND LOCAL CODES FOR MINIMUM DISTANCES FROM OTHER STRUCTURES. 3) CIRCUIT BREAKER INFORMATION: SEE SPECIFICATION SHEET WITHIN OWNERS MANUAL. 4) INSIDE STUB -UP AREA FOR AC LOAD LEAD CONDUIT CONNECTION, NEUTRAL CONNECTION. BATTERY CHARGER 120 VOLT AC (.5 AMP MAX.) CONNECTION, AND ACCESS TO TRANSFER SWITCH CONTROL WIRES. REMOVE FRONT COVER FOR ACCESS. 4A) FIELD CUT HOLE IS ONLY REQUIRED FOR MOUNTING OF GENERATOR ON AN EXISTING PAD. 5) REFERENCE OWNERS MANUAL FOR LIFTING WARNINGS. 6) REMOVE EITHER LEFT OR RIGHT HAND SIDE PANEL TO ACCESS EXHAUST MUFFLERS. REMOVE COVER FOR ACCESS TO RADIATOR FILL CAP CENTER OF GRAVITY 1273mm (50.1') 5AL 55KW TOP VIEW 1023mm (40.3') 6.8L 70KW 818 _ soa j32.2'1 [35.59'] 90 [,5.3804'1 TYP I [3.541 — r 6.4--- 200 [7.67.1 2050 [80.719 TYP — TYP 13.5 (.53') DIA. MOUNTING HOLE (4) PLACES LOCATED ON BOTTOM OF GENERATOR MOUNTING FRAME 2450 (96.46.1 — EXHAUST MUFFLERS LOUVERS AIR DISCHARGE —jimommmml ENCLOS EW(NOTE LOUVERS -FRONT AND SIDES 13.5 (.53") DIA. 152.5 152.5 152.5 MOUNTING HOLE (4) PLACES MIN. MIN. MIN. 12.7 (1/2') DIA. MASONRY ANCHOR BOLTS RECOMMENDED FRONT VIEW 65 [z.5e"] CONCRETE MOUNTING PAD SEE NOTE 1 LIFTING PROVISION (4) PLACES, SEE NOTE 5AND CENTER OF GRAVITY DIMENSIONS BATTERY 12 VOLT 24F 625 COLD CRANKING AMPS _ STUB -UP AREA SEE NOTE 4 128 15.04'1 F'�RVICF ITEM ACCESSIBILITY CHART OIL FILL CAP THRU RIGHT FRONT DOOR OIL DIP STICK THRU LEFT FRONT DOOR OIL FILTER THRU LEFT FRONT DOOR OIL DRAIN HOSE THRU RIGHT FRONT DOOR RADIATOR DRAIN HOSE THRU LEFT FRONT DOOR AIR CLEANER ELEMENT EITHER FRONT DOOR SPARK PLUGS BOTH FRONT DOORS MUFFLERS SEE NOTE 6 FAN BELT EITHER FRONT DOOR BATTERY THRU RIGHT REAR DOOR REFERENCE OWNERS MANUAL FOR PERIODIC REPLACEMENT PART LISTINGS 88 J 13.46"1 lOW VOLTAGE AREAONLY VISE ACTION LATCH, ONE PER DOOR, TWO LIFT-OFF DOORS PER SIDE OF GENERATOR 878 [34.571 DOOR TYP��r CONTROL PANEL 835 [36.81'J BATTERY CHARGER IS ENCLOSED WITHIN FRONT COVER ®� " =—t SEE NOTE g � "948 137.3.32"] DOOR TYP MIN. rl LEFT SIDE VIEW REAR VIEW NATURAL GAS LINE CONNECTION CIRCUIT BREAKER 31 NPT FEMALE COUPLING STUB -UP SEE NOTE 3 LOCATED ON OPPOSITE (RH) SIDE AREA • • • • • FIELD COT HOLE FGR OLpr9gDE CONDUIT 929 (36:71 S C 8NNfCMN 6 NLI SAE NOTE 4A • •• • • • • ••• • •• ••• •• • • • •• ..... ...... ... . ..... ... .. .... .... .... .......... ............ .... ...... . AIR INLET LOWERS �AAtr ENDFEKW Flo ^11/R EIAICRYL _ IDFW WI n xt.,1r (A009EN9iPIIK' CRA1F/•ml niKR1 1 r4.�x, 7RF'llff lSm A1q Qm FBIHKI Iftm n i STEEL 1020122•I nilr5) 11W!NNI AUM11M wlpwq ni"A ;w, C25q T OTE3. I 1) MINIMUM RECOMMENDED CONCRETE PAD SIZE:1241 (491 WIDE X 3231 (127.25-) LONG, 904 REFERENCE INSTALLATION GUIDE SUPPLIED WITH UNIT FOR CONCRETE PAD GUIDELINES. 135.597 2) ALLOW SUFFICIENT ROOM ON ALL SZES OF GENERATOR FOR MAINTENANCE AND SERVICING. TYR THIS UNIT MUST BE INSTALLED IN ACCORDANCE WITH CURRENT APPLICABLE NFPA37. NFPA70 STANDARDS AND ANY OTHER FEDERAL STATE AND LOCAL CODES FOR WNNIUM DISTANCES FROM OTHER STRUCTURES. L 3) CIRCUIT BREAKER INFORMATION: SEE SPECIFICATION SHEET WITHIN OWNERS MANUAL. 4) INSIDE STUB -UP AREA FOR AC LOAD LEAD CONDUIT CONNECTION, NEUTRAL CONNECTION, BATTERY CHARGER 120 VOLT AC (.5 AMP MAX.) CONNECTION, AND ACCESS TO TRANSFER SWITCH CONTROL WIRES. REMOVE FRONT COVER FOR ACCESS. 4A) FIELD CUT HOLE IS ONLY REOUIRED FOR MOUNTING OF GENERATOR ON AN EXISTING PAD. 360 5) REFERENCE OWNERS MANUAL FOR LIFTING WARNINGS. 113.781 - TYP. 6) REMOVE EITHER LEFT OR RIGHT HAND SIDE PANEL TOACCESS EXHAUST MUFFLERS AND FAN BELT. 13.5 (.53-) DIA. MOUNTING HOLE (4) PLACES LOCATED ON BOTTOM OF GENERATOR MOUNTING FRAME _ CENTER OF GRAVITY BATTERY 1 '429156.25-1 12 VOLT 24F T 525 COLD CRANKING AMPS SERVICE REM ACCESSIBILITY CHART STUB-UPAREA SEE NOTE 4 128 r(S Dl I 85 j3 5� REMOVE COVER FOR ACCESS TO RADIATOR 20e (3.3") FILL CAP 1.) LOW VOLTAGE 2225 AREA ONLY 18T-wl TYR TOP VIEW SERVICE ITEM 4SL-PIN 2CA42AB 4.111.-RN DG804AA OIL FILL CAP 1. K N�YMf'V1f F4111 F1HN OIL DIP STICK 1�I1010oe� itnYtfrt OpM OIL FILTER n�utm tlty rW unm OIL DRAIN HOSE 1wia.lemn nou •a.reoon RADIATOR DRAIN HOSE 1M\11tR1100F tuYurt 000F AIR CLEANER ELEMENT .00m on��oaoit SPARK PLUGS omro� eolwooar MUFFLERS FAN BELT ono ltOPl Onl110oolt BATTERY REFERENCE OWNERS MANUAL FOR PERIODIC REPLACEMENT PART LISTINGS VISE ACTION LATCH, ONE PER DOOR, TWO LIFT-OFF DOORS PER SIDE OF GENERATOR EXHAUST MUFFLERS 2925 AND FAN BELT 1115.15-I ENCLOSED WITHIN CONTROL PANEL SEE NOTES 685 BATTERY CHARGER IS 126,971 ENCLOSED WITHIN DOOR TYR AIR DISCHARGE LOUVERS -FRONT AND SIDES 1733 1571 4 144,511 (61.99 DOOR 7YP. 1393 153 (54.94j 16.0-( FRONT COVER MIN. 153 153 SEE NOTE 4 LT') CIA MOUNTING HOLE [a on le.In 153 I) PLACES. 12.7 (1/27 DK MIN. MIN 16,07 SONARY ANCHOR BOLTS MIN. RECOMMENDED 7p i 51 CONCRETE MOUNTING PAD 12.01'J CS2CUIT BREAKER UFTOVG PROVISKN4 (SEE NOTE 11 SEE NOTE 3 SiUB1��FIELD CENTER OF GRA(4) PLACES. SEE� Ol A NSIONS ARE NATURAL GASILP VAPOR LINE CONNECTION 1220 CUT FOR OUTSIDE CONDUIT 1-114- NPT FEMALE COUPLING (.�.�') ONNEOFIOAONLY,• OEE NOTE 4A LOCATED ON (LH) SIDE LEFT SIDE VIEW • • • • • • • • • • •• • • • • ••• • •• ••• •• • • • •• •• . . . • • ..... ... .. 4.• .... . • • .... . .... ...... . 936 13e.61-1 AIR INLET LOUVERS. REAR AND SIDES. 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