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RC-15-555•r t• ,c 4C Certificate of Completion Miami Shores Village 10050 NE 2 Ave, Miami Shores FL, 33138 Tel: 305-795-2204 Fax: 305-756-8972 This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Square Footage Description of Work POST IN A CONSPICUOUS PLACE INSPECTION RECO D Miami Shores Village 10050 N.E 2nd Avenue Miami Shores. FL 33138-0000 Phone. (305)795-2204 Fax: (305)756-8972 INSPECTION REQUESTS: (305)762-4949 or Log on at htt REQUESTS ARE ACCEPTED DURING 8:30AM - 3:3OPM FORT. Requests must be received by 3 pm for folloyyjng`daYJqspe Residential Constructiiin Owner's Name: ESTEBAN MATIAS STAVI Job Address: 5 NW 106 Street Miami Shores. FL 33150 - Bond Number: 3054 Issue Date 41. POST ON SITE Permit NO. RC -3-15-555 4/2016 F°crmir Type: Residential Construction Work Class' co rlbidg WIN amnish svillage.comlcap EgAISI "AY. on: Additio Expires: 10/11/2016 Parcel #:112136006024, Contractor(s) Phone Primary Contractor LELACK CONSTRUCTION (954)263-7120 Yes Owner's Phone: Total Square Feet: Total Job Valuation: WORK IS ALLOWED: MONDAY THROUGH FRIDAY, 8:OOAM - 7:OOPM. SATURDAY 8:OOAM - 6:00PM. NO ;CORK IS ALLOWED ON SUNDAY OR HOLIDAYS. 1000 $ 21,850.00 BUILDING AND ROOFIUG INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. 0-1/€* S%Jv %f k (.4--c,/ CEJ 7-14)-4" „fit. `--- v's A ifs .c/44 -1.w (4b€J-4-6) C(NirfANNFTS R101 -r• c?2VuoS 154-447)43-0. 1,(0 — rxaG lai. ut'AN.,AuW1 Ptnux 00, �yA � 07414412, ern.” �a Gdt�l NO INSPECTION WILL BE MADE UNLESS TH PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY 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 FOREXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE O 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. rYIQN1 FL. 6oV /9h,„riv,s4114. tiile 40(k'e-/Pa- 711-(g' INSPECTION RECORD STRUCTURAL INSPECTION Foundation Stemwall Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing Bucks Windows/Doors Interior Framin Insulation Ceiling Grid, 9 Drywall Firewall Wire Lath Pool Steel PP ) 2Alt )1 Lit !ph) Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shutters Rails and Guardrails ADA com liance FINAL DOCUME T Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey_ Final Survey Truss Certification STRUCTURAL COMMENTS • ZONIN INSPECTION DATE INSP Zoning Final \ . k ZONING COMMENTS 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 s Roug ritie,-,07_ 9 iikitz Telephdrie ough 11, Telephone Final TV Rough TV Final Cable Rough Cable Final , Intercom Rough Intercom Final Alarm Rough Alarm Final .., Fire Alarm Rough // i Fire Alarm Final /4/d -.• Service'Work With 1111111111111111112 :, ELECTRICAL COMMENTS PLUMBING INSPECTION DATE INSP Water Service 2nd Rough Top Out Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final FINAL PLUMBING ri-4-7 AJ1 0 MENT Accts 31 MECHANICAL INSPECTION DATE INSP Underground Pipe Rough Ventilation Rough , Hood Rough Pressure Test •.;•• Final Hood Final Ventilation Final Pool Heater Final Vacuum FINAL MECHANICAL COM ENTS 1.0 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL' Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-293034 Permit Number: RC -3-15-555 Inspection Date: November 29, 2017 Inspector: Kendall, Travis Owner: STAVILE, ESTEBAN MATIAS Job Address: 5 NW 106 Street Miami Shores, FL 33150 - Project: <NONE> Contractor: LELACK CONSTRUCTION Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition/Alteration Phone Number (786)447-6812 Parcel Number 1121360060240 Phone: (954)263-7120 Building Department Comments GARAGE CONVERSION, ADDITION OF A ROOF, REMODELING OF HOUSE NO KITCHEN NO BATHROOM RENOVATION . REPLACING 9 WINDOWS AND 1 DOOR NEW OUTLETS NEW LIGHT FIXTURES AND SWITCH 03/24/2015 PERMIT ON HOLD UNTIL GOES TO P&Z BOARD. (GARAGE CONVERSION) Infractio Passed Comments INSPECTOR COMMENTS False Passed Inspector Comments Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled re -inspection fee is paid. until For Inspections please call: (305)762-4949 November 29, 2017 Page 1 of 1 PROPERTY ADDRESS: 5 NW 106th Street Miami Shores, Florida 33150 LEGAL DESCRIPTION: Lot 16, Block 206, of "DUNNING'S MIAMI SHORES EXTENSION NO. 2", according to the Plat thereof as recorded in Plat Book 41, Page 78, of the Public Records of Miami -Dade County, Florida. SURVEYOR'S NOTES: All distances as shown are based on the US Survey foot. The National Flood Insurance Rate Map for Florida, Community Panel No. 120652 (Village of Miami Shores) 12086 C, 0302 L, FIRM Date 09/11/2009 and Revised with an effective date of 09/11/2009, published by the United States Department of Housing and Urban Development, delineates the herein described land to be situated outside the Special Flood Hazard Area designated by the Federal Emergency Management Agency (FEMA). Subject property lies within Zone "X", areas determined to be outside the 0.2% annual chance floodplain. Elevations shown on this survey drawing are referred to N.G.V. Datum (1929). Elevations are based upon a Miami -Dade County Bench Mark named N-567 located at the SW corner of the intersection of North Miami Avenue and NW 104th Street. Elevation 10.54 feet (NGVD), 1929. Setback requirements very within the Use District based on but not limited to its use, height of the structure and special use as defined under the Section of the Zoning Code. Verify with the appropriate building official for specific requirements. Contact the City of Miami Shores and/or Miami -Dade County for setbacks requirements as setbacks may vary depending on proposed construction, addition, or variances. Property comers were not recovered at the time of the latest updated survey. Utility sheds and concrete tiles laid on earth are not shown on this survey drawing. Survey done by occupation, physical evidence, the recovery of existing property corners, field measurements, calculations, adjacent plats and legal description provided to the surveyor and also from the Miami -Dade County Public Records/ Property Appraiser Office and no claims as to ownership are made or implied. The legal ownership of the fences and/or walls as shown hereon was not determined, and the locations as shown are based on the recovered boundary monumentation and calculations. CERTIFIED TO: Esteban Matias Stavile PROJECT SITE LOCATION MAP SCALE: (N.T.S) GENERAL SURVEYOR'S NOTES: 1) -This survey was conducted for the purpose of a "Boundary Survey" only and is not intended to delineate the regulatory jurisdiction of any federal, state, regional or local agency, board, commission or other entity. 2)- The accuracy obtained by measurements and calculations on this survey, meets and exceeds the Minimum Technical Standards requirements for a suburban area (1 foot in 7,500 feet) as specified in Chapter 5J-17, Florida Administrative Code.• • • •.• 3) -This Survey does not reflect or determine ownership. • • • • •••••• • 4) -Legal Description subject to any dedications, limitations, retractions reservations or easements of record. • • ' :• • • 5) -Examination of the Abstract of Title will have to be made to determine recorded instruments, if any affecting the plsd !search•of�u611c Recojds r c • performed by this office. •••••• • • 6) -No effort was made by this office to locate any underground utilities and/or structures within or abutting the subjeptipreperty. . • • •••••• 7) -This Survey has been prepared for the exclusive use the entities named hereon only and certifications hereon do rc�t.erct'end to 3n?t,y med parties. • 8) -This Survey was prepared for a Mortgage Transaction only; not to be used for design and/or construction purpose64wittput the ionsnt of this ofti4.� • • • 9) -Utility facilities within Utility Easements not noted as violations.• • • • • . • • • ••••• • 10) -Driveways or portions thereof within Roadways not noted as violations or encroachments. •••••• • • • •••••• 11) -Foundations and/or footings underneath the ground surface that may cross beyond the boundary lines of the htreirrdescribed parcel are not shown • 12) -Fence ownership determines by visual means only (if any); Legal ownership not determined. ; ••• :• • • • • • • 13) -No search records was made by this firm beside the record plat; therefore we do not imply or accept responsibility fpr' dny Easement, Dedication or • Limitation for which information was not furnished. • • • • • • • •••••; 14) -Contact the appropriate authorities prior to any design work on the hereon -described parcel for Building and Zoning information. ..: 15) -In some instances graphic representations have been exaggerated to more clearly illustrate the relationship between physical improvements and/or lot lines. In all cases dimensions shall control the location of the improvements over scaled positions. 16) -The dimensions and directions shown hereon are in substantial agreement with record and calculated values unless otherwise noted. 17)- Obstructed corners are witnessed by improvements JORGE L. CABRERA PROFESSIONAL SURVEYOR & MAPPER 2852 S.W. 149th Place, Miami, Florida 33185 Phone: 305-302-2522 Fax: 305-207-9537 This is to certify to the above named firm and or persons that the "SKETCH OF BOUNDARY SURVEY" of the herein described property is true and correct to the best of my knowledge and belief as recently surveyed under my direction, also there are no visible encroachments other than those shown. Owner or his representative furnished the legal description contained herein. Other recorded instruments may affect this property. Surveyor has not examined the abstract of title. Locations of utilities on or adjacent to the property were not secured unless specifically requested by owner. I further certify that this map or plat meets the Minimum Technical Standard Requirements, adopted by the Board of Professional Surveyors and Mappers, pursuant to Chapter 472.027 Florida Statutes, as set forth in Chapter 5J-17, Florida Administrative Code, under Sections 5J-17.051 and 5J-17.052 and is a "BOUNDARY SURVEY" as defined in Section 5J-17.050. Date of Field Work: 03/24/2014 Job # 14-2393 Sketch # 3137 2/23/2015 - REVISED TO UPDATE 11/20/2017 - REVISED TO UPDATE Job # 14-2393-A This drawing is the property of Jorge L. Cabrera Professional Surveyor & Mapper Reproductions of this drawing are not valid unless Signed and embossed with the surveyor's seal. JORGE L. CABRERA Professional Surveyor & Mapper, # 6487 State of Florida 0 10 20 • 11 40 1 inch = 20 ft. LEGEND (C) = Calculated CL. = Clear = Center Line CONC. = Concrete A = Delto ENC. = Encroachment F.F.EL. = Finish Floor Elevation F.I.P. = Found Iron Pipe F.I.R. = Found Iron Rod F.D.H. = Found Drill Hole F.N. = Found Nail F.N&D. = Found Nail & Disc I.D. = Identification L = Length (M) = Measured 0/L = On Line (P) = Plat P.C. = Point of Curvature P.B. = Plat Book PG. = Page R = Radius (R) = Record U.E. = Utility Easement D:\JLC-J0N06\10-3393-0-5 NW 106 ST\11-3393-A-5 NW 106 51-..6 11/31/3013 10:33:19 AY EST F.I.P. 1/2" No I.D. sN) 0 N- c SKETCH OF BOUNDARY SURVEY SCALE: 1" = 20' NORTH MIAMI AVENUE RECEIVED ANOV 2 9 2017 BY • (80' TOTAL RIGHT-OF-WAY) . .............. ... ... .. ... ... .. ... ...... (FULLY PAVED) • .. ...... ... ... ...... . R=25.00 L=39.40' (M)(R) 4=9077124" 23' PARKWAY F.N. 0— P.C. PEDESTRIAN RAMP f-. w w f'- — co °i22 86 e (M1(R) 5: SIDEWALK' 0,65' CL 89'42'36"(M) F.D.H. BLOCK CORNER LOT 16, BLOCK 206 4', CONC.' 15' ALLEY 0 1. -J 0 :N. 89'44'50"(C) 5 W.F. 1/ 7/ 1/ /7 // 9017'24"(M) 122.81' (M)(R) 0 F.I.P. 3/4" No I.D. LOT 15, BLOCK 206 F.I.P. 3/4" No I.D. JORGE L. CABRERA Professional Surveyor & Mapper, # 6487 State of Florida SYMBOLS CiTT CO Miami Shores Village DATE SU:JECITO COMPLIANCE WITH ALL FEDERAL • ST,i rE A:IU COUNTY RULES AND REGULATIONS >4) .APPROVED • • At• •_''-•l �lllv's DEPT BLDG DEPT AIR CONDITIONER POOL PUMP WATER HEATER CABLE TV CATCH BASIN WATER METER CONCRETE POLE WOOD POLE •••• • • •••• •••••• • • •• •• •••••• • • • • • • • • • • •• • •• • • • • •• • •• • • • •••• • •••••• • ••• • O • • •• •••••• • • • • • •••••• • • ••••• • • 00000 •••••• •• • •••••• • • 000000 • • EXISTING ELEVATION UTILITY POLE MANHOLE ELECTRIC BOX COVERED AREA CHAIN LINK FENCE (C.L.F.) METAL FENCE (M.F.) OH OVERHEAD LINES PLASTIC FENCE (P.F.) // WOOD FENCE (W.F.) > < WIRE FENCE (WR.F.) 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit Permit NO. RC -3-15-555 Permit Type: Residential Construction Work Classification: AdditionlAlteration Permit Status: APPROVED Issue Date: 4/14/2016 Expiration: 10/11/2016 Parcel Number Applicant 5 NW 106 Street Miami Shores, FL 33150- 1121360060240 Block: Lot: ESTEBAN MATIAS STAVILE Owner Information Address Phone Cell ESTEBAN MATIAS STAVILE 2723 NE 6 Lane WILTON MANORS FL 33334- Contractor(s) LELACK CONSTRUCTION Phone (954)263-7120 Cell Phone Valuation: $ 21,850.00 Total Sq Feet: 1000 Approved: In Review Comments: Date Approved:: In Review Date Denied: Type of Construction: ADDITION Stories: 1 Front Setback: Left Setback: Bedrooms: 3 Plans Submitted: Certificate Date: Bond Return : OF A ROOF, REMODELI Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: 1 Certificate Status: Additional Info: Classification: Residential Fees Due Bond Type - Owners Bond CCF CO/CC Fee DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Plan Review Fee (Engineer) Plan Review Fee (Engineer) Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $500.00 $13.20 $50.00 $9.84 $9.84 $4.40 $655.50 $80.00 $120.00 $120.00 $80.00 $36.00 $17.60 $1,696.38 Pay Date Pay Type Invoice # RC -3-15-54787 03/13/2015 Credit Card 04/14/2016 Check #: 527 Bond #: 3054 Amt Paid Amt Due $ 50.00 $ 1,646.38 $ 1,646.38 $ 0.00 Available Inspections: Inspection Type: Final PE Certification Drywall Miscellaneous Window Door Attachment Tie Beam Final Framing Insulation Truss Insp Columns Foundation Window and Door Buck Fill Cells Columns Wire Lathe Review Electrical Review Electrical Review Electrical Review Planning Review Planning Review Planning Review Structural Review Structural Review Mechanical Review Plumbing F. Termite Letter F. Elevation Certificate Review Building Review Building Review Building Review Building Review Plumbing Review Structural Review Structural Declaration of Use 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 zoninuther I authorize the above-named contractor to do the work stated. April 14, 201 April 14, 2016 3 14— c1115'—, t.11s r1 � 11� t V P\('' BUILDING PE MIT APPLICATION BUILDING ELECTRIC PLUMBING ❑ MECHANICAL Miami Shores Village Ecp.ru MAR 1 3 2015 BY. FBC 20 ►0 Master Permit No?l/_ ,c," 555 Sub Permit No. ❑ ROOFING ❑ REVISION ❑ EXTENSION E RENEWAL 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 .z, PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION CONTRACTOR ❑ SHOP DRAWINGS JOB ADDRESS: ) v\ co (0(c S F 1 tem 1 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: StNGteA'Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Es k t=70,1^ MCA -1'4S S 1lI I . Phone#: Address: n W l0 (o S City: INVCON SHo TeS' State: EL Zip: 33 (S-0 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: 1-GLCIC \*. C.• VU CA"(01f-N Phone#: q 5c- 6g8 ' e/577 Address: 589g VV (o(D 1t) kid City: Fek kt t,w-g State: (_ Zip: ,39 a °2 Qualifier Name: 1M\C L Ckti T Lt `j� cL Phone#: State Certification or Registration #: GEA-05-114048/CC�--�Ya9 ‘4) Certificate of Competency #: L DESIGNER: Architect/Engineer:Lot ° 1 9 u J o I Phone#: 3°5-' G169— .-15"C. Address: (2 Z Y 5 LL) o 0 4 l er�C� � - City: #1,1 awl ( State: C Zip: 3 -3//7-7 Value of Work for this Permit: $ 21 8 5Q . Square/Linear Footage of Work: /000 SP- Type of Work: ❑ Addition Er Alteration Description of Work:ViiitOk ❑ New Repair/Replace E Demolition reek t , or ffec,(, st F Onu &-,, Lidd`L . ut pcfal'e-- 1 _ N on , HAIL ati-i r 1S td,.%L pet( PGA L -, /to Mort,- a / ea` " Specify color of color thru tile: Submittal Fee $ SO • 03 Scanning Fee $ 3 G'c Technology Fee $ —t �Q Structural Reviews $ 12-0 `CA) Permit Fee $6cGT��-X1`- GO Radon Fee $ 1 3 Training/Education Fee $ 4 0 2a Q pc3 03 8O. 00 (Revised02/24/2014) CCF $ \ 3 ` CO/CC $ • GO DBPR $ el -53 Notary $ 0 Double Fee $ 0 Bond $ TOTAL FEE NOW DUE $ (1 ) Ll' 6 ' 3::3 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approve ; and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this I. G''' day of ilh. r -C , 20 1 5 , by e S -+ (-tit , who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Pri Seal: as KYLE C HA,M RICK • MY COMMISSIQN a EE8ti1056 • EXPIRES January 22, 2017 Fao�1d� ServiCe Mtn Signature CONTRACTOR The foregoing instrument was acknowledged before me this ( (.>+` day of )"kC, t C,Y` , 20 tby M, \ i`c IAC me or who has produced identification and who did take an oath. NOTARY PUBLIC: , who is personally known to Sign: Pri . : Seal: as :"1 "4 KYLE C HAMBRICK ='• ••: MY COMMISSION alt EE867053 EXPIR January 22, 2017 ***************************** ******************************************** APPROVED BY �8 f IC -Plans Examiner (Revised02/24/2014) Structural Review I /(f/65 Zoning Clerk 3/14/2016 Property Search Application - Miami -Dade County Address Owner Name Folio SEARCH: 5 nw 106 st PROPERTY INFORMATION Folio: 11-2136-006-0240 Sub -Division: DUNNINGS MIAMI SHORES EXT NO 2 Property Address 5 NW 106 ST Miami Shores, FL 33150-1245 Owner ESTEBAN MATIAS STAVILE Mailing Address 5 NW 106 ST MIAMI SHORES, FL 33150 Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3 / 1 / 0 Suite http://www.miamidade.gov/propertysearch/#/ 1/8 RICK SCOTT, GOVERNOR KEN-EAWSc SE _ a-° _ ESTATE OF FLORIDA'��` DEPARTMENT Of BUSINESS AND_ PROFESSIONAL REGULATION "'"� -�- "CONSTRUCTION; INDUSTRY LICENSING, BOARD CGC151404 The GENERAL -CONTRACTOR .` -Named' below IS CERTIFIED:.. ;Under the provnsans'of Chapter489 FS" t• °"Expiration date AUG.3172016 ✓ r -, — .«. —..'„,ems �.a y LELACt NIGRA J LEL"ACK,CONSTRUCTION -- 2,- —,: �"-1705 BANKS' ROAD -- f" '"" .-„,"-=;-; _ 1i ,-MARGATE.--- / FL 33063°' - . _ DISPLAY AS REQUIRED BY LAW ISSUED: 08/312014 SEQ 1I L1408310004971 RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA � e -DEPARTMENT OF•BUSINESS'AND PROFESSIONAL'.REGULATION *' ” :'CONSTRUCTION INDUSTRY LICENSING�BOARD.,�°K" ,," ZCCC1329108 The ROOFING CONTRACTOR--^-•-. -• Named below IS CERTIFIED"' Onderr:theprovisions of;Chapte8 Expiration date:7AUG'31;^201fi LELACK; ••MICHAEL`J-` LELACK .- 1705 -BANKS ROAD MARGATE-' •FL 33063 - ISSUED: 08/312014 DISPLAY AS REQUIRED BY LAW SEQ S 11408310003683 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100. FL Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1,2015 THROUGH SEPTEMBER 30,2016 DBA: NaBusinessme: LELACK CONSTRUCTION Owner Naole_ MICHAEL JASON LELACK Eloninems Lomita= 6574 N. STATE RD 7 4160 COCONUT CREEK Business Phone: Employees 1 Receipt #.100-7804 'GENERAL CONTRACTOR Busntess CONTRACTOR... Business Opened:08 /27/2007 CGC1514048 EXemptlon Code: Machines Professionals (GENERAL THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT WHEN VALIDATED MaMngAddresic LELACK CONSTRUCTION 6574 N. STATE RD 7 8160 COCONUT CREEK, FL 33073 This tax is levied for the privilege of doing business within Broward County and is nontegutalory in nature. You must meet all Cmmty andfor IAmidpafdy planning and Zoning requirements. This Business Tax Receipt must be transferred when the business is sold. business name has changed or you have moved the business location. This receipt does not ind"cate that the business is legal or that 1 is in compliance wit State or tical iaae and motions_ Receipt 101A-14-00010422 Paid 09/29/2015 27.00 2015 - 2016 OWARD COUN IrE CAi=BUSINESSI AX=REGEI For Warm 9snness O dy Needier of Machines: Velma*, Type: Tad Amount Mosier Fee NSF Fee Penally Riot Years Coiection Cost IOW Paid 27_00 0_00 0.00 0_00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT WHEN VALIDATED MaMngAddresic LELACK CONSTRUCTION 6574 N. STATE RD 7 8160 COCONUT CREEK, FL 33073 This tax is levied for the privilege of doing business within Broward County and is nontegutalory in nature. You must meet all Cmmty andfor IAmidpafdy planning and Zoning requirements. This Business Tax Receipt must be transferred when the business is sold. business name has changed or you have moved the business location. This receipt does not ind"cate that the business is legal or that 1 is in compliance wit State or tical iaae and motions_ Receipt 101A-14-00010422 Paid 09/29/2015 27.00 2015 - 2016 OWARD COUN IrE CAi=BUSINESSI AX=REGEI JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 12/18/2014 EXPIRATION DATE: 12/17/2016 PERSON: LELACK MICHAEL J FEIN: 010858773 BUSINESS NAME AND ADDRESS: LELACK CORPORATION LELACK CONSTRUCTION 5888 NW 66TH WAY PARKLAND FL 33067 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL LICENSED ROOFING CONTRACTOR CONTRACTOR Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates or election to be exempt.. apply only within the scope of the business or trade Cried on the notice of election to be exempt Pusuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certdicates of election to be exempt shall be subject to revocation if, at any lime after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609 DAVID A. DACQUISTO, AICP P?JkNN.NG, S zomrNG D`RL CTOR DEVELOPMENT ORDER File Number: Property Address: Owner/Applicant: Address: ?Altar fj /� if�Lc '/core. ?Alta.r 10050 N E. SECOND AVE. MIAMI SHORES, FLORIDA 33135-2382 Telephone• (305) 795-2207 Fax. (305) 756-8972 PZ -02-15-2015174 5 NW 106 Street, Miami Shores, FL 33150-1245 Esteban Stavile 5 NW 106 Street, Miami Shores, FL 33150-1245 Whereas, the applicant Esteban Stavile (Owner), has filed an application for site plan review before the Planning Board 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. Site plan review and approval required. First story addition. Whereas, a public hearing was held on March 26, 2015 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, 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 representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be perfornied in a manner consistent with the site plan, drawings. and the conditions agreed upon at the hearing: 1) Approval is granted as shown on the plans submitted and made a part of this approval to construct a 188 sq. ft. bathroom, dining room and kitchen addition to the rear north side of the residence. 2) The site shall not drain onto neighboring properties or any rights-of-way. The plot shall provide storm drainage that detains the first one inch in natural or filtered structural facilities. The applicant is responsible for any site modifications that become necessary to maintain storm drainage on-site that detains the first one inch in natural or filtered structural facilities. The Building Official may require an architect or engineer's drainage plan and report to certify to the building official that the site will provide storm drainage that will detain the first one inch in natural or filtered structural facilities prior to the drainage work commencing on site. The installation of structures on site to control drainage shall require Planning and Zoning Board review and Page 1 of 2 DO -PZ -02-15-2015174 Stavile approval. Modifications to the drainage plan approved by the building official shall require a signed architect or engineer's drainage plan that shall be subject to review and approval of the Building Official and the Planning Director. Changes to drainage structures approved by the Planning and Zoning Board shall require a new site plan review application and review and approval by the Planning and Zoning Board. 3) An erosion and sedimentation plan subject to review and approval by the building official is required if ground cover is removed or as required by the building official. Properly installed soil erosion measures (silt fences, straw barriers, etc.) and anti - tracking area at all construction entrances are required to be put in place and maintained if ground cover is removed or as required by the building official. Required erosion control measures must be in place prior to footings inspection. 4) Landscaping as shown on Sheet No. A-1 shall be compliant with Division 17 of Appendix A, Village of Miami Shores Code of Ordinances. The applicant shall not reduce the approved landscaping without planning board approval except the planning director may approve modifications administratively where modification to the landscape plan is necessary to comply with Division 17 or to add additional landscaping. 5) Ground cover must comply with the provisions Division 17 of Appendix A, Village of Miami Shores Code of Ordinances, artificial turf is specifically prohibited. 6) Applicant to obtain all required building permits before beginning work. 7) 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. 8) Applicant to meet all applicable code provisions at the time of permitting. 9) 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 passed and adopted this 26th day of March, 2015 by the Planning and Zoning Board as follows: Mr. Abramitis Yes Mr. Busta Yes Mr. Reese Absent Mr. Zelkowitz Yes Chairman Fernandez Yes (�/,/% Date ' /� 'chard M. Fernae':ez Chair. Planning oard Page 2 of 2 DO -PZ -02-1 5-20 1 5 1 74 Stavile DAVID A. DACQUISTO, AICP PLANNING & ZON!NG RIPE Tc DEVELOPMENT ORDER File Number: Property Address: Lain 110rVL/'LLr 10050 N E. SECOND AVE. MIAMI SHORES, l•LORIDA 33133-2382 Telephone: (305) 795-2207 Fax (305) 756-8972 PZ -9-14-2014136 5 NW 106th Street Owner/Applicant: Esteban Stavile Address: 5 NW 106th St., Miami Shores. FL 33150 Whereas, the applicant Esteban Stavile (Owner), has filed an application for site plan review before the Planning Board 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. Site plan review and approval required. Garage conversion. Whereas, a public hearing was held on October 16, 2014 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, 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 representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Approval is granted as shown on the plans submitted and made a part of this approval to convert a garage to a family and laundry room. 2) Applicant to provide two (2) legal parking spaces on site. 3) Applicant to create a landscape strip of not less than 5 ft. between the residence and driveway. 4) Applicant to obtain all required building permits before beginning work. 5) Applicant to obtain all required permits and approvals from the Miami -Dade Department of Regulatory and Economic Resources, Environmental Plan DO -PZ -9-14-2014136 Stavile Paye 1 of 2 Review Division, and the Florida Department of Health through the Miami - Dade Division of Environmental Health, as required. 6) Applicant to meet all applicable code provisions at the time of permitting. 7) 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 passed and adopted this 16''' day of October, 2014 by the Planning and Zoning Board as follows: Mr. Abramitis Yes Mr. Busta Yes Mr. Reese Yes Mr. Zelkowitz Yes Chairman Fernandez Yes Date / Rielidrd M. Fernandez Chair, Planning Boa DO -PZ -9-14-2014136 Stavile Page 2 of 2 I.elaek Construction 6574 N. State Rd.. 7 #160 infogefackcom GCGI514048 Coconut Creek, FL Licensed and insured 954-263-7120 Project., Estebaa:un&.Rosanni Residence - 5 NW 16t street MiamiStiores,,FL We are pleased to pressent. this=proposal„ to •provideour cowacting. services for theabove: referenced project. Otr services and fees will be as followed: SCOPE OF WORK: convert garage to master, ad ion for a new master bathroom and kitchen DEMO_. • All demolition necessary to accommodate new plumbing, electrical and any structural modification. FOUNDATION AND SLAB: • Provide complete slab construction: as per approvedand permitted set of architectural plans.. • Provide all forms and forming for structural slab and footings.. Sidewalk.. • Fine -grading of the: grade -slab after plumbing,. electrical. backfill. • Provide termite treatment with one-year guarantee. Including required perimeter treatment. • Provide grade . reinforcingsteel andaccessories: as specified; 6 -mil: vapor, barrier.. • Provide, place and finish 3000 psi concrete for the fflotings and stab. •• • • Provide required pump•or crane:. • • • • •• • • • • AR formwork striped upon c omptetion. MASONRY:: • • • Supply labor and material •to install masonry blacks, Dur -O -Wail. • • • • • • • • • .- Alt window sills to:be forrnedand`poured..No pre -cast siils.areincluded:. •••• • • Provide clean-up of debris and pile at area indicated by builder. . • • •• •• •• • • Builder to supply source of fresh; water. TIE BEAMS AND TIE COLUMNS: •• •• • • • • Provide all 'fora* ..ami `formin�g for poured'coiwnns.. • . • Provide and install. all. reinforcing beams,. cavity caps, bar ties,. drill. ties,. misc., accessories... ' • • . • • • • • • • Provide and place 3000 psi pea -rock concrete for columns. • • • • Provkle requiredpump..forpour. All formwork striped upon completion,. FRAMING AND DRYWALL • Provide -labor and material to insialt5/8" gypsum. wallboard for ceilings and %i" for -walls . • Alt footing to be metal or PT wood, smooth finish wall's and ceiling in the new master and office ceiling. • • • •• 'l escope°of work is base onbine-print and the new code.. • Create walk-in closet in master bedroom PLUMBING. • Supply labor and material to perform the plumbing work. • Supply and. i>ll; Tank less PLEASE.INIT1AL W ACCEPTED: ZT: 5 • Lela& Construction 6574 N State Rd. , 7 #160 Infogleladc.cont GCG1514048 Coconut Cteek. FL. Licensed andinsured 92634120' Project.ESteban and Rosana Residence 5 NW tO6th street Miami ShoresFL MasterBidisroontReenndetinz SUPPLY AND INSTALL NEW SHOWER PAN. • INSTALL NEW PORCELAIN-11LEINTHE FLOOR AN DSHOWER WALLS, AND, FLOOR. • SUPPLY AND PAINT THE ENTIRE BATHROOM (COLOR TO BE CHOSED BY OWNER). • INSTALL ALL NEW ELECTRICAL FIXTURES. • INSTALL ALL PLUMBING FIXTURES. •• INSTALL NEW FRAMELESS' SHOWER DOOR. • SUPPLY AND INSTALL NEW DOUBLE MDF VANITY WITH AN STORAGE CABINET (CHOSED BY OWNER). • SUPPLY AND INSTALL GRANITE COUNTER. BATHROOM' TO, BB COMPLETE AS' A STANDARD AND HOME OWNER REQUESTE)' PRIOR TO THIS QUOTE.. • EAGLE CONCRETE TO, COMPLETE THE' BATHROOM AS AGREED TO, USE CONDITIONS AND HOME OWNER REQUIREMENTS. • Kitchen • DEMO ANDr REMOVAL, OF THE EXISTING KITCHEN CABINETS. SUPPLY AND INSTALL.NEW MDF CABINETS. SUPPLY AND DISTALL NEW WHITE QUARTZ COUNTER TOP. • INSTALL NEW KITCHEN. SINK SUPPLY THE OWNER.. • INSTALL, A NEW KITCHEN FLOORING. (STANDARD> • NOPLUMBING F.EATURES INCLUDE.. (STANDARD) • NO APPLIANCES INCLUDED • WEWILLHELP TOINSTALL. BUT NOT RESPONSIBLE. OWNER'S SCOPE OF WORK: • Surveying, enginvering and inspection& Any required test, permit fees concrete test, soil test, etc. * Water • Toilet facilities to be -supply by • • . . . • • . • • • • . • • • • • . . • • • • . . . . . • . • . . • • . . . . • • • . . . • • • . • . • • • • . . • • • . . . • • • • PLEASE INITIAL IFACCEPTED: . Lelack Construction 674N State Rd. 7 #160. Info@lelack.corn GCG151.4040, Coconut Creek; FL ticensectandinsureck 954463-T120 Project Esteban and ROSSO& Residence 5 NW 10eb street Miami Shores,, FL ELECTRIC' • Supply labor and material to perform the electrical work.. ▪ Electrical panel to be change if necessary. • Complete the work as per plans. • Relocate the electriCal meter • Fan: and TV installation (supply by owner) TILE • all- standardsradU tiles, or, standard' larninatefor floors. STUCCO: • Supply labor and:material for thework tobedone as per plans request. • Provide clean-up of debris and pile at area indicated by builder. • Builder to supply source of fresh water; DOORS AND WINDOWS • Supply and install a front door with side light panel(PGT) • Supply and install all windows showed in the plans on page A-3. • . • Supply and install 'one double French door for the kitchen. • • • • • • • • • . • Supply and install a French door in the master bathroom., • • • • Supply and install all' interior new dOors showed in the plans. • • Windows and doors,to be white otrgray glass. .••• • . • . • Supply glass interior doors for pocket/hallWay door • • ••• • BASEBOARD • • . • • . . . . . • Supply and install new baseboard in the new addition rooms. • •• •• • • • Supply and install:new base board in the hallarea, that will be adding -new wall: . • . • •• •• . . • • . A/C • *. Supply and -install -a new A/C unit • • . • • •• • . • • • • . • 12000 BTU 15 SEER biverter Ductless Mini Split Air Conditioner & Heat Pump 1 TON • • • • • • 0- Rearrange new doctor A/C lines, • Relocate the existing unit PAM' • Supply labor and material for bedroom, hallway, kitchens interior paint.. • Stipply labor and material for office interior paint. INSULATION. • Supply labor and material to install the R-19 insuiation. ROOF • Supply labor and material for a Thermoplastic Build-up Roof comply with the standards in table R905.9.2 chapter 9 of the FL Building Code. For front enflame, bathroom, and kitchen, • Supply and install new roof tile to match existing. PLEASE: INITIAL TFACCEF'1ED:, • Lelack Construction 6574 N State Rd_ 7 #160 infogleladc_com GCG1S14048 Coconut Creek: FL litensedantrinstued 954-2.0-' 7120 Project: Esteban and Rosana Residence S NW lee street Miami Shores, FL Scopeofwork (Stamp concretedriveway, walkway and front porch) • Demo and removal existing stamp concrete driveway • Excavate andform with new design: • Concrete to be 3000 psi with fiber -mesh, 4" thick in the driveway and 6" thick in the swate area. • Pour, color, and stamp the. concrete. • Cokrrsand patty= to be chosenhy owners. • Pressure washes with 48 hours. • Supply and imtall gray travertine/any stone for steps front door • Seal (2 Coats). •, Remove debris and tape off effective -areas. • All labor, materials, equipments and coupons— except permit fee, survey and pest control The total cost for the entire construction of the Garage converting and home improvement above-described will be S74380.00our estimate.dconstruction time is approximately =weeks. IF WE 011Tal pERmrr PRIOItTODJANUARY WORK WILL START ON JANUARY I L • • • • • • Our commitment is to provide full attention to your project ditring the construction.. We Viltftelp to Niv.enny construction problem with the knowledge and experience. That will include preparing the projeteto:irlY structural inspection, meet the inspector.. • • • • • • Any work not described above will be extra and will be charged at an hourly rate of Wile tor labotaa the • • material and 10%. of the material for luEndling This proposal is validlor 30 days. Notsigned pr21,;;T: are sdhject to revieVe : • • . and revision for any material cost increase after 30 days of proposed date. Any material price iqcsrotise(Concseta. Umber, • • • Steel, etc.) over 51Y0 wilt cause a price adjustment bjt Eagle Concrete Corp. • • • • • • • . • • • PAYMENT TERMS (Equal payments): • 20% DOWN UPON SIGN THE AGREEMENT. • 10% DEMO COMPLETION • Ili% SHELL WORK COMPLETED • 10% ROOF COMPLETED. • 05°,4, PLUMBING; ROUGE • 05% ELECTRICAL ROUGH. • 10% FRAMING ANVDRYWALL. • 10% TILE INSTALLETION. • 10% WINDOWS AND' DOOR1NSTALLEDi • 10% AT COMPLETION. • Net 15 Day, Receii3t. PRESIDENT Rafe, • • • • • •• • Accepted, lag: 0C- i$ Dad& • • ••• • • • • • •• • BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2015 THROUGH SEPTEMBER 30, 2016 DBA: LELACK CONSTRUCTION RCC@Ipt#:a-P..9_-___Q L CONTRACTOR (GENE Business Name: Business Type:CONTRACTOR) 1 Owner Name: MICHAEL JASON LELACK Business Opened:08/27/2007 II Business Location: 6574 N. STATE RD 7 #160 State/County/Cert/Reg:CGc1514048 COCONUT CREEK Exemption Code: Business Phone: Rooms Seats Employees 1 Machines Professionals THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: LELACK CONSTRUCTION 6574 N. STATE RD 7 #160 COCONUT CREEK, FL 33073 2015 - 2016 Receipt A01A-14-00010422 Paid 09/29/2015 27.00 hr - - OWWf RDDS OUNMEL A .SINESSiTiRECEIP'' For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: LELACK CONSTRUCTION 6574 N. STATE RD 7 #160 COCONUT CREEK, FL 33073 2015 - 2016 Receipt A01A-14-00010422 Paid 09/29/2015 27.00 hr - - OWWf RDDS OUNMEL A .SINESSiTiRECEIP'' ACbeOR CG CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD 3/29/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Frank H. Furman, Inc. 1314 East Atlantic Blvd. P. 0. Box 1927 Pompano Beach FL 33061 CONTACT Lisa O'Brien ac°. No. Ent): (954) 943-5050 ac, No): (954) 942-6310 mE-MAILxmEss: lisa@furmaninsurance.com INSURER(S) AFFORDING COVERAGE NAIC # INSURER A :Endurance American Specialty Ins CO COMMERCIAL GENERAL LIABILITY INSURED LeLack Corp, DBA: LeLack Construction 6574 N State Road 7 Unit #220 Coconut Creek FL 33073 INSURER B : CBC20000936600 INSURERC: 12/3/2016 INSURERD: $ 1,000,000 INSURERE: INSURER F : X COVERAGES CERTIFICATE NUMBER:15/16 GL Master REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE AWL INSD SUER WVD POLICY NUMBER POLICY EFF (MM/DD(YYYY) POLICY EXP (MM/DD/YY`M LIMITS A X COMMERCIAL GENERAL LIABILITY CBC20000936600 12/3/2015 12/3/2016 EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE X OCCUR DAMAGETO RENTED PREMMISES (Ea occurrence) $ 100,000 MED EXP (Any one person) $ 5,000 PERSONAL &ADV INJURY $ 1,000,000 GE X 'L AGGREGATE POLICY OTHER: LIMIT APPLIES JE PER: LOC GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 2,000,000 $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS _ SCHEDULED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA UAB EXCESS LIAR OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENT ON $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) It yes, describe under DESCRIPTION OF OPERATIONS below Y / N N ( A PER STATUTE OTH- ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached it more space Is required) Lelack Construction CGC1514048 CERTIFICATE HOLDER CANCELLATION Village of Miami Shores Building Department 10050 Northeast 2nd Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Dirk DeJong/KS © 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD INS025 mum) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Com ensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW Y *U ACKNO : GE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owner State of Florida County of Miami -Dade ‘7-1The foregoing was acknowledge before me this By Sof 1�L SEAL: day of e_t1. ,201'. who is pe onall mown a or has produced �0111llllll /. as 40tAtpQ Lelack Construction 6574 N State Rd. 7 #160 Info@lelack.com GCG1514048 Coconut Creek, FL Licensed and Insured 954-263-7120 Date: C.)141 c T 0 tic State of iyrtaC4 County of !Ato, ,k Before me appeared R. d a* who, being duly sworn, deposes and says: That he or she will be the only person working on the project located at: 5 10041 - Sworn to (or affirmed) and subscribed before me this 14-1A day of )) r 1 , 2016 by .04c ec LQ(aCIL KYLE C HAMBRICK it :*1 MY COMMISSION # EE867056 EXPIRES January 22, 2017 1417) 398-0153 FiondallotarySerdice com Personally known OR Produced Identification Type of Identification Print, Type or Stamp Name of Notary Miami Shores Village Building Department 10050 NE 2"d Ave. Miami Shores, FL 33138 305-795-2204! Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPEG• f k •: INSPECTOR UNDER THE FLORIDA BUILDING CODE. • • • • • ••• • • • •••• • • • • • • t `�,,�3�o perform special inspector services undeFthe.Florida • • • • • I (We) have been retained by �j,,�lcu ►-+�ts• Building Code 5th Edition (2014) and Miami Dade County Administrative Code at the GAAAb*. Corti ta>v fidaI. j • project on the below listed structure as of t:db 'to, Lotto (date). I am a registered • • • • • • • •••• • .... ....•. . architect/professional engineer licensed in the State of Florida. •• • .. •• • • . . • • Process Number: fac t5 — SSS __/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 ZSt,J Framing and Connections welded or bolted it 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 ins ection* • • • • • •••• • • •••• J, ?gust., kt.outoq•4b 2. 4. iPY •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 ealenginere ering; as a professional engineer or architect: graduation from an engineering education program civil ograduation 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. 1 (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 pr i fessional judgment those portions of the project outlined above meet the intent of the Florida Building C ' e and are in substantial a: cordance with the approval plans. Engineer/Architect Name 1�1J J• iUJJI��,Ri��2 Print Address itV)'1 M tkp , -• 3311'_ 1 STUCTURAL EP RT PROJECT: RENOVATION & ADDITION FOR: ES 1'EBAN MATIAS STAVILE 5 NW 106th STREET MIAMI SHORES, FL 33150 FROM PAGE 1 TO 25 BY: RUBEN JUAN PUJOL architect A.R. No. 0010458 . . . . .. . . • . . . • . .... . • .... . .. • • . . . • ..• .. ..• . . . • • . • • • • .. • • • • ..• • ... • • • • • RUBEN JUAN PUJOL, A.R., ASSUMES RESPONSABILITY FOR BOTH MANUAL AND COMPUTER GENERATED CALCULATIONS. 12237 SW 204th Terrace, Miami FL. 33177 r HAPTER # 1 2 3 4 5 6 7 8 9 10 w 4 TABLE OF CONTENTS CONTENT ROOF REACTIONS CALCULATION WOOD RAFTER DESIGN BEAM DESIGN WOOD LEDGER DESIGN COLUMN DESIGN MASONRY WALL DESIGN FOOTING DESIGN WINDOW & DOOR PRESSURES CONNECTION DESIGN N.O.A. NUMBERS PAGES FROM 1 TO 3 FROM 4 TO 5 FROM TQ461 FROM 9'm rO FROM 1.1:M.12 FROM 1A44)1 7 FROM 1$ TO:18 FROM 1i1:3420 FROM 21 TO 21 FROM 22 TO 25 . • . . . • .. . . . . .. • . . • ••• • • .. • . • . . . . .. . . • . chapter #1: ROOF PRESSURES CALCIJL:,4T1ag .. .. .• ... .. . • . . . •• • .• • • • • • • • • • • MecaWind Std v2.2.5.7 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date : 9/21/2015 Project No. JobNo Company dame : True Designed By Engineer Address : Address Description : Description City : City Customer Name : Customer State : State Proj Location : Location File Lccation: C:\Prcgram Files (x86)\MECAWind\MATIAS ROOF.wnd Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wird Speed(V) 175.00 mph Structural Category II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 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 0.20 Zmin 15.00 ft Slope of Roof 2.463802 : 12 Slope of Roof(Theta) = 11.63 Deg Ht: Mean Roof Ht 11.83 ft Type of Roof = GABLED RHt: Ridge Ht = 13.66 ft Eht: Save Height = 10.00 ft OH: Roof Overhang at. Nave= .00 ft Overhead Type = No Overhang Bldg Length Along Ridge = 51.66 ft Bldg Width Across Ridge= 35.58 ft Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.51 Hz) use 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht Lzm: Cc*(33/Zm)^0.167 Lzm: 1*(Zm/33)"Epsilcn 9: (1/(1+0.63*((13+Ht)/Lzm)"0.63))"0.5 Gust2: 0.925*((1+1.7;1::m*3.4*Q)%(1+1.7t3.4*lzrr)) = 0.85 = 15.00 ft = 0.23 = 427.06 ft = 0.93 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 • • • • • • • • • •• • • • • • • • • •••• • • • •••• • •• • • • • • • •• •• •• • • • • • • • • • • • • ••• Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi • • • • • GCP1. : internal Pressure Coefficient - +/--0.1„ •• • • • • • •• • Wind Pressurs Main Wind Force Resisting System (MFRS) - Ref Figure 27.4-1 Kh: 2.01*(Ht/Zg)^(2/Alpha) Kht: Topographic Factor (Figure 6-9 Qh: .00256^(V)^2*I`1<h'Kht'Kd Cpww: Windward Wall Cp(Ref Fig 6-6) Roof Area Reduction Factor based on Roof Area 0 85 1.00 33.94 psf = 0.80 1876.56 ft^2 0.80 MWFRS-Wall Pressures for Wind Normal to 51.66 ft Wall (Normal to Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) Leeward Wall -0.50 Side Walls -0.70 -20.53 -8.32 -26.30 -14.09 Wall Kiev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi Windward 10.00 0.85 1.00 0.80 33.94 16.97 29.19 3.7.51 Roof Location Cp Pressure Pressure +GCpi(psf)-GCpi(psf) Windward - Min Cp Windward - Max Cp La_ward Ncr'n 10 Ridge Notes - Normal to Ridge - 0.70 0._. - 0.41 - 26.'0 - 10.15 - 1/.94 -14.09 2.00 2 Note (1) Per Fig 27.4-1 Note 7, Since Theta > 10 Deg base calcs on :dean Ht Note (2) Wall & Roof Pressures = Qh*(G*Cp - GCPi) Note (3) -GCpi = Positive Internal Bldg Press, -GCPi = Negative internal Bldg Press Note (4) Total Pressure = Leeward Press + Windward Press (For + or - GCP3) Note (5) Ref Fig 27.4-1, Normal to Ridge (Theta>=10), Theta= 11.6 Deg, h/1= 0.23 MWFRS-Wall Pressures for Wind Normal to 35.58 ft wall (Along Ridge) Ali pressures shown are based upon ASC Design, with a Load Factor of .6 Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) Leeward Wall --0.41 Side Walls -0.70 -17.93 -5.71 -26.30 -14.09 Wall Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi Windward Windward 13.66 0.85 1.00 0.80 33.94 16.97 29.19 34.90 10.00 0.85 1.00 0.80 33.94 16.97 29.19 34.90 Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(psf) Roof: 0.0 ft to 5.9 ft Roof: 5.9 ft to 11.5 ft Roof: 11.8 ft to 23.7 ft Roof: 23.7 ft to 51.7 ft -0.90 -0.90 -0.50 --0.30 -32.07 -32.07 -20.53 -14.76 -19.86 -19.86 -8.32 -2.55 • • • • • •• • Notes - Along Ridge Note (1) Ref Fig 27.4-1, Parallel to Ridge (A11), h/1- 0.23 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 • • • •••• • •••• • • • Width of Pressure Coefficient Zone "a" = 3.56 ft •• • Description Width Span Area Zone Max Min Max P Min P • • • ft ft ft^2 GCp GCp psf psf • • • • • • • • • • • • • •• •• •• • • •• • • • • • • R-1. R-1 R-1 R-2 R-2 R-2 1.00 11.83 46.6 1 0.37 -0.83 18.54 -34.3'4 • 1.00 11.83 46.6 2 0.37 -1.37 18.54 --52.40 • • 1.00 11.83 46.6 3 0.37 -2.20 18.54 -80.74•• • 1.00 7.66 19.6 1 0.44 -0.87 21.10 -35.67 1.00 7.66 19.6 2 0.44 1.55 21.10 -58.87 1.00 7.66 19.6 3 0.44 -2.43 21.10 -88.43 Khcc:Comp. & Clad. Table 6-3 Case 1 Qhcc:.00256*V^2*Khcc*Kht*Kd 0.85 33.94 psf • • • • ••• • • • • • •• • PROJECT: ADDITION FOR MATIAS RESIDENCE RAFTERS REACTIONS RAFTER ZONE 01 (psf) positive Q2 (psf) negative TOTAL LENGTH TL=(L+2xOH) Uplift Rtn. Q2xTL/2x1' (Ibs) DL Rtn. 10psfxTL/2x1' (Ibs) LL Rtn. 30psfx'TL/2x1' (Ibs) DL+LL Reaction (Ibs) Net Uplift Use lopsf Average Between Z1 & Z2 ZONE1-R-1 18.54 34.39 15.83 272.20 118,73 237.45 356.18 193.05 ZONE2-R-1 18.54 52.46 15.83 415.22 118.73 237.45 356.18 336.07 264.56 ZONE3-R-1 18.54 80.74 15.83 639.06 118.73 237.45 356.18 559.91 ZONE1-R-2 21.1 35.67 11.66 207.96 87.45174.90 262.35 149.66 ZONE2-R-2 21 1 58.87 11.66 343.21 87.45 174.90 262.35 284.91 217.28 ZONE3-R-2 21.1 88.43 11.66 515.55 87.45 174.90 262.35 457.25 OH-I=OVERHANG=2'-0" .. ... . . . . . .. . • . • • • • •• ... •• • • • •• • 000 • 800 00. 00. • • • • • • • • • • • • • • • • .. . • 00 00 .. 0410 • • . . • 000 . • • • 000 • • • 41 • . . . • 41 • • • 000 • • • • . . . . . • • • • • .. .. . It • .. 00 000 • • • 000 • • . . . . ..• . . • . chapter #2: WOOD RAFTER D�S:IGN:=• • .. . . . • . • .. .. •. • • • • • • • • 1 • • .. • • • ... • ••• .. • RUBEN J. PUJOL architect A.I.A. AB Af 0010450 12237 SW 204 TERRACE Miami, FL 33177 Joe: 4-7.D f I t._(/r0 J!_=�.\;- DD ARESS: (O tl �t.l •A�.. �F ,- �/�� PROJECT No.: SHEET No.: OF: L� CALCULATED BY: DATE CHECKED BY: DATE: .�m PU A y •• • •• •• • • • �= 3 Dir t ;r �5 • 32 \:)SF -50 423 •••• _ \.\11:• •• • • • •••,•• • • • •••4 •• • • • • • •• • •'••i •• • • • • • • •••i •• •• • • • • • • •••� •• :• • • ••• • • • •• ••• T-0 Rev: 580001 User: KW -0605358, Ver 5.8.0, 1 -Dec -2003 (0)1983-2003 ENERCALC Engineering Software Title : Dsgnr: Description : Scope : Timber Beam & Joist Job # Date: 4:33PM, 21 SEP 15 Description WOOD RAFTER R-1 DESIGN Page 1 matias.ecw:Calculalions , Timber Member information Code Ref: 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined. Timber Section Beam Width Beam Depth Le: Unbraced Length Timber Grade Fb - Basic Allow Fv - Basic Allow Elastic Modulus Load Duration Factor Member Type Repetitive Status Center Span Data 2x10 in 1.500 in 9.250 ft 11.83 Southern Mine, No.2 2 -4 Thick, psi 800.0 psi 175.0 ksi 1,400.0 1.000 Manuf/Pine Repetitive Span Dead Load Live Load Results Mmax @ Center @X= fb : Actual Fb : Allowable fv : Actual Fv : Allowable Reactions ft 11.83 #/ft 15.00 #ift 30.00 Ratio = 0.6780 • • in -k 9.45 ft 5.91 psi 441.6 psi 651.3 Bending OK psi 25.1 psi 175.0 Shear OK 1 5 •••• • • • • •• • • •••• • • •••• • • •• •• • • • •• • • • • •• • • • • •• • • • • • • @ Left End DL LL Max. DL+LL @ Right End DL LL Max. DL+LL Deflections lbs 88.72 lbs 177.45 lbs 266.17 lbs 88.72 lbs 177.45 lbs 266.17 Ratio OK • • • • • • • •• • • • • ••• • • • •• • • •• • • • • Center DL Defl UDefl Ratio Center LL Defl UDef1 Ratio Center Total Def) Location UDefl Ratio in -0.048 2,974.6 in -0.095 1,487.3 in -0.143 ft 5.915 991.5 1 chapter #3: BEAM DESIGN. . . • • • • .. ..... • . . • •••• • ... .. ... .... •• • • • . • • • . • • •• •• ••• PUBEN J. PUJOL architect A.I.A. AH 0 0010458 12231 SW 204 TERRACE Miami. FL 33177 e;CJ\r.. - JOI3: LLD 111l)f.( r��,� �.0 j�-f'/��i �l.>1,�^CLAS 04\L,. ADDRESS: a V�Q`� ��1 ),ALQ1,AV � d Cj, c- �J3 i X11 PROJECTNu: SHEET No.: OP ZF2 CALCULATED BY: DATE CHECKED BY: DATE: DLA LL - x ..r • • .. . r • . r•1'\ c,\2E �-7 7 • ? \m' t ....•. k �S �. Q X Z(p . . . .. .. . . . • • • . •. .. • .. . • • • .. • • . • • • • • • • • • • • •••• . • ••• • • • • • • • • • Rev: 580002 User: KW -0605358, Ver 5.8.0, 1 -Dec -2003 (c)1983-2003 ENERCALC Engineering Software Title : Dsgnr: Description : Scope : Steel Beam Design Job # Date: 4:17PM, 21 SEP 15 Description BEAM 9-1 DESIGN General Information Steel Section : W10X26 Center Span Left Cant. Right Cant Lu : Unbraced Length Distributed Loads 17.00 ft 0.00 ft 0.00 ft 17.00 ft Page 1 matias.ecw:Calcu I ati o ns Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 I Fy 36.00 ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi Pinned -Pinned Bm Wt. Added to Loads LL & ST Don't Act Together Note! Short Term Loads Are WIND Loads. DL LL ST Start Location End Location #1 0.361 0.434 #2 #3 Using: WI section, Span = 17.00ft, Fy = 36.0ksi End Fixity = Pinned -Pinned, Lu = 17.00ft, LDF = 1.000 Actual 29.653 k -ft 12.754 ksi 0.882 : 1 Moment fb : Bending Stress fb / Fb Shear fv : Shear Stress fv / Fv Force & Stress Summary 6.977 k 2.598 ksi 0.180 : 1 #4 Allowable 33.613 k -ft 14.457 ksi 38.676 k 14.400 ksi #5 #6 #7 k/ft kift k/ft ft ft Beam OK Static Load Case Governs Stress Max. Deflection Length/DL j)efl • • • Length/(DL+ Del • • • •40,316f in 1,171.9: 1 • •••• • •••• • • Max. M + Max. M - Max. M @ Left Max. M @ Right Shear @ Left Shear @ Right Center Defl. Left Cant Defl Right Cant Defl ...Query Defl @ DL Maximum Only 29.65 k -ft 13.97 6.98 k 3.29 6.98 k 3.29 -0.369 in -0.174 0.000 in 0.000 0.000 in 0.000 0.000 ft 0.000 7 • • • 1 • • • • • •• • • ••• «-- These columns are Dead + Live Load plaedti 25•noted --»• • • LL LL+ST LL • • • •I.l•I-ST • @ Center @ Center @ Cants •• lants 29.65 6.98 6.98 -0.369 0.000 0.000 0.000 Reaction @ Left 6.98 3.29 Reaction @ Rt 6.98 3.29 Fa calc'd per Eq. E2-2, K`L/r > Cc I Beam, Major Axis, L/rT > (510,000 ' Cb / Fy)^.5 , Fb per Eq. F1-7 I Beam, Major Axis, Fb per Eq. F1-8, Fb =12.000 Cb Af / (I` d) 6.98 6.98 -0.174 0.000 0.000 0.000 3.29 3.29 0.000 0.000 0.000 • • • • • •• • • • k• ft•••• loft �ft •o• • • k -f4 • • k k 0.000 in 0.000 in 0.000 in 0.000 0.000 in k k • • • • • • • Rev: 580002 User: KW -0605358, Ver 5.8.0, 1 -Dec -2003 (c)1083-2003 ENERCALC Engineering Software Title : Dsgnr: Description : Scope : Steel Beam Design Job # Date: 4:17PM, 21 SEP 15 Page 2 (11 matias.ecw:Calculalions Description BEAM B-1 DESIGN Section Properties W10X26 Depth 10.330 in Weight 25.85 #tft Web Thick 0.260 in lxx 144.000 in4 Width 5.770 in lyy 14.100 in4 Flange Thick 0.440 in Sxx 27.900 in3 Area 7.61 in2 Syy 4.890 in3 Rt 1.540 in R-xx 4.350 in Values for LRFD Design.... R -YY 1.360 in J 0.400 in4 Zx 31.300 in3 Cw 345.00 in6 Zy 7.500 in3 K 0.660 in • • • • •• • • •••• • •••• • • •• •• • • • • • • • • • •• • • • • •• • • • • • • • • • • • • • • •• • • •• • • • • • • •• • • • ••• • • • • • chapter #4: WOOD LEDGER DESIGN.:. • • • • . . . .. .. .• ... ... .. . . ••• • • • • .. • • • .. • • • • • • • RUBEN J. PUJOL architect A.I.A. AE rk 0010458 12237 SW 204 TERRACE Miami, FL 33177 DL - JOB: ADDRESS: PROJECT No.: kliAj '0 f= "� VIMAl CALCULATED BY: CHECKED BY: 1i SE-Cict ` � (2) 2 f i LLL 1, ( k psf- y t1 ' (z °o (7GA' 7I y - SHEET No.: pp• L` , DATE: DATE: -4' o 00, ADM 'PAW •• • .• • • • • • • • • .• G' t �!� l�`.t� ..l \ti, '� �j �, d\CL,: �` I {'�J�.c1.-- (� j � ( 2F7; ••��'• }�,•( lc�, <�� \ Vic, , #. r ‘\..x. c o �� c � s= \ :� � '�_ a.a Cyon, � w� \ Vn L��.r� 7 e (• t'�•�' 1 • 1 .c k c_.,_� , . • . • • • • • • •• • • • •.• • . • • . • • • • Rev: 580000 User: KW -0605358, Ver 5.8.0, 1 -Dec -2003 (c)1983-2003 ENERCALC Engineering Software Title : Dsgnr: Description : Scope : Timber Ledger Design Job # Date: 9:14AM, 22 SEP 15 Description WOOD LEDGER DESIGN Page 1 matt as.ecw:Calcuf ations JO General Information Ledger Width Ledger Depth Ledger is Bolted to Concrete Bolt Diameter Bolt Spacing Load Duration Factors... Live Load Short Term Ledger Stresses 3.000 in 9.250 in 5/8" Code Ref: 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined. a Point Load... 89.00 #/ft Dead Load 177.00#/ft Live Load Spacing Offset Uniform Load... Dead Load Live Load 16.000 in Horizontal Shear 0.00 #/ft Southern Pine, No.2 2 -4 Thick, 8 Wide 1.000 Fb Allowable 800.0 psi 1.000 Fv Allowable 175.0 psi 0.00 lbs 0.00 lbs 0.00 ft 0.00 in Load Combination : Maximum Moment Bending Stress Stress Ratio MaximumShear Shear Stress Stress Ratio DL + LL 472.89 in-# 11.05 psi 0.014 240.37 lbs 8.66 psi 0.049 Bolt Loading Note: Bolt Design Value from NDS 8.2 / UBC 23 DL + ST 158.22 in-# 3.70 psi 0.005 80.42 lbs 2.90 psi 0.017 Using :Aspen DL + LL + ST 472.89 in-# 11.05 psi 0.014 240.37 lbs 8.66 psi 0.049 Stress Summary Max. Vertical Load Allow Vertical Load Max. Horizontal Load Allow Horizontal Load Angle of Resultant Diagonal Component Allow Diagonal Force Final Stress Ratio Stress Summary Wood Bending Stress Ratio Wood Shear Stress Ratio Bolt Stress Ratio DL + LL 354.67 lbs 1,950.00 lbs 0.00 lbs 4,350.00 lbs 90.0 degrees 354.67 lbs 441.84 lbs 0.803 : 1.00 DL + LL 0.014 : 1.00 0.049 : 1.00 0.803 : 1.00 DL + ST 118.67 lbs 1,950.00 lbs 0.00 lbs 4,350.00 lbs 90.0 degrees 118.67 lbs 441.84 lbs 0.269 : 1.00 DL + ST 0.005 : 1.00 0.017 : 1.00 0.269 : 1.00 • • • • • • s++.e8. DLPL•L•+ST• 03681169 gibs 1,960406 lbs ••Q4Q lbs • 4•15Q4PQ lbs • • • ••54,Q2legrees•••••• 45iii IPS • .441.94 • dbs • • • • • • 1 • 0.80, :1.00 • • • • Wood Stress & 13®UA dK DL+LL+ST 0.014 : 1.00 0.049 : 1.00 0.803 : 1.00 •• • • • • •• • • • • • chapter #5: COLUMN DESIGN': . .... . • .. •••• • .. • .. •• •• .• • . •.. • . • . . • • . • . • • • • • • .. • • •.. • • ... RUBEN J. PUJOL architect A.I.A. AE # 0010458 12237 SW 204 TERRACE Miami, FL 33177 • • JOB: r1DDIil'J (•fr� 17,1"1•17-2.-4c,+ IV\t"'!L.(7, ADDRESS: P �`•A) ( (0) PRC LIE c�. C1C?' C § f ?)-7) i -S 0 PROJECT No• CALCULATED BY" CHECKED BY: ao�v► .� rE.y6-A3 SHEET No.: 1 ` OP " DATE DATE 11,-... LQL1.7) : r 'N--' 0 fill -1p() I\ 1\ , \ , i 9' -1-)j-f\- r\ V -J- 1)k -A c,:lf,_\ i LI --s. c, — D,00c3\ YlcA (1) UC\) ) ,_ .) t",St "Q• k . •••• • • • • •••• • •• • • • • • • •• •• •• • • • • • • • • • • • • ,• • • • • d • .• • • •• • ••• • • • • • Rev: 580000 User: KW -0605358, Ver 5.8.0, 1 -Dec -2003 (c)1083-2003 ENERCALC Engineering Software Title : Job # Dsgnr: Date: 9:38AM, 22 SEP 15 Description : Scope : Rectangular Concrete Column Page 1 matias.ecw:C alcu la lions Description COLUMN C-1 DESIGN General Information Code Ref: ACI 318-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Width 12.000 in Depth 8.000 in Rebar: 2- # 5 d = 2.000 in 2- # 5 d = 6.000 in Loads f'c 3,000.0 psi Fy 60,000.0 psi Seismic Zone 0 LL & ST Loads Act Separately Total Height Unbraced Length Eff. Length Factor Column is UNBRACED Delta:S 10.000 ft 10.000 ft 1.000 1.00 Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 Dead Load Live Load Short Term Eccentricity 3.280 k 3.690 k k in Axial Loads 12.00 x 8.00in Column, Rebar: 2-#5 @ 2.00in, 2-#5 @ 6.00in ACI C-1 ACI C-2 Applied : Pu : Max Factored 9.84 k 9.84 k Allowable : Pn * Phi @ Design Ecc. 168.15 k 168.15 k M -critical Combined Eccentricity Magnification Factor Design Eccentricity Magnified Design Moment Po*.80 P : Balanced Ecc : Balanced 0.69 k -ft 0.840 in 1.04 0.877 in 0.72 k -ft 252.83 k 77.14 k 4.517 in Slenderness per ACI 318-95 Section 10.12 & 10.13 mow Actual k Lu / r 50.000 Neutral Axis Distance Phi Max Limit kl/r Beta = M:sustained/M:max Cm El / 1000 Pc: piA2 E1/(kLu)^2 alpha: MaxPu / (.75 Pc) Delta Ecc: Ecc Loads + Moments Design Ecc = Ecc * Delta Column is OK ACI C-3 9.84 k 168.15 k • • • • • 0.69 k -ft • • • • :0.69 k-jj • 0.840 in (1840 in • 1.04 • 1.04 • 0.877 in s„,,0.877 in • 0.72 k -ft •••••9.72 k -f= 252.83 k • •:'!E .83 k •••••• 77.14 k • • • 077.14 k • • • 4.517 in •••�k517in • • • • • • • t2 • • • • • 1 • • • • • • • Elastic Modulus ACI Eq. C-1 7.5100 in 0.7000 22.0000 0.4000 1.0000 456.71 313.02 0.0419 1.0437 0.840 0.877 ACI Factors (per ACI 318-02, applied internally to entered loads) 3,122.0 ksi ata • ACI Eq. C-2 7.5100 in 0.7000 22.0000. 0.4000 1.0000 456.71 313.02 0.0419 1.0437 0.840 0.877 ACI Eq. C-3 7.5100 in 0.7000 22.0000 0.4000 1.0000 456.71 313.02 0.0419 1.0437 0.840 in 0.877 in • 390 • • • •• • • ACI C-1 & C-2 DL ACI C-1 & C-2 LL ACI C-1 & C-2 ST ....seismic = ST * : 1.200 1.600 1.600 1.100 ACI C-2 Group Factor ACI C-3 Dead Load Factor ACI C-3 Short Term Factor 0.750 0.900 1.300 Add"' "1.4" Factor for Seismic 1.400 Add"I "0.9" Factor for Seismic 0.900 • • chapter #6: MASONRY WALL DESIda . . .. . . . ... .. ... •• •• •• • • ••• • • • • • • • • • • • • • • • .. • • • • • . • • • • RUBEN J. PUJOL architect A.I.A. AE if 0010458 12237 SW 204 TERRACE Miami, FL 33177 10B: nD 5 `- t (1I1� roc ,:__-._D} S1-IEET No.: - OF. ADDRESS: PROJECT No.: CALCULATED BY- DATE CHECKED BY: DATE; 01. \J9\_ 'o0k--k-0 f\ 4 n4 \7',X 1`? �L�r!�-\2�.., , L�� •t��.i�S \7e ,L ?-- 1\4-1.L-uo . 9 2 =bs •. cam 'FTl-ev N�.,,\\ CI -q-_ 0 i _ a \4..\- VU 1D VI .mac -,4-\-. (4- Oh `kJU C= T V-1— t,b.-9,,n),/ t,Air) 0,,\ \k ,� (,c)v,_1 • • • • \RC1= = 0, 0 I ;-:-. ' , _c S o �_0 � 1s Pt. T:trto_n-.k- �.:ti''•✓ :�{.r . 1':_rj) iii S , k 41?) •... . • •... . . .. .. • . . . .. . . .. ..• . k.1-l�Q C t t t.. _r c l l \i\ `0 )- 3'00 0 \4:4, a, i? 1L i1 •••• • . •.... . . Rev: 580000 User: KW -0605358, Ver 5.8.0, 1 -Dec -2003 (c)1083-2003 ENERCALC Engineering Software Title : Dsgnr: Description : Scope : Masonry Wall Design Job ft Date: 10:43AM, 22 SEP 15 Page 1 matlas.ecw:Calculalions Description MASONRY WALL DESIGN General Information Code Ref: ACI 530-02 g Wall Height 10.00 ft Seismic Factor 0.3300 f'm 1,500.0 psi Parapet Height 0.00 ft Calc of Em = f'm * 900.00 Fs 24,000.0 psi Duration Factor 1.000 Special Inspection Thickness 8.0 in Wall Wt Mult. 1.000 Solid Grouted Rebar Size 5 Medium Weight Block Rebar Spacing 32 in Equivalent Depth to Rebar 3.810 in © Center Solid Thickness 7.600 in Loads Uniform Load Dead Load Live Load Load Eccentricity Roof Load Design Values 0.000 #/ft 0.000 Mt 0.000 in Concentric Axial Load Dead Load Live Load Roof Load 0.000 #/ft 0.000 #/ft Wind Load 55.720 psf E 1,350,000 psi Rebar Area 0.116 in2 np 0.05462 j 9.906 4 n : Es / Em 21.481 Radius of Gyration 2.205 in k 0.2804/3 2/ kj ?Meg* Wall Weight 78.000 psf Moment of Inertia 443.320 in4 • • • •• • . • Max Allow Axial Stress = 0.25 f'm (1-(h/140r)^2) . Spinsp Allow Masonry Bending Stress = 0.33 f m * Spinsp = Allow Steel Bending Stress = Load Combination & Stress Details Summary 318.32 psi 495.00 psi 24,000.00 psi • •••• • • ••.• • • • • Top of Wall DL + LL DL + LL + Wind DL + LL + Seismic Between Base & Top of Wall DL + LL DL + LL + Wind DL + LL + Seismic Moment in-# 0.0 0.0 0.0 0.0 8,358.0 3,861.0 Axial Load lbs 0.0 0.0 0.0 390.0 390.0 390.0 Bending Stresses Masonry psi 0.0 0.0 0.0 Steel psi 0.0 0.0 0.0 0.0 20,816.0 9,616.0 0.0 377.5 174.4 dxr3l • Comllr4sli8n 1Dsi•••• i0.db • • ▪ 0.00• • 0.00 • •• • 4.28 4.28 4.28 •• • • • • •• • • • • • • • • • • • • • ••• • • • •• • • • ••• • • • • • • • • 10.00ft high wall with 0.00ft parapet, Med Wt Block w/ 8.00in wall w/ #5 bars at 32.00ino.c. at center Max. Bending Compressive Stress Allowable 381.82 OK 495.00 OK Max. Axial Only Compressive Stress 4.28 psi Allowable 318.32 OK Max Steel Bending Stress 20,815.98 psi Allowable 24,000.00 OK Rev: 580000 User: KW -0605358, Ver 5.8.0, 1 -Dec -2003 (c)1983-2003 ENERCALC Engineering Software Title : Dsgnr: Description : Scope : Masonry Wall Design Job # Date: 10:43AM, 22 SEP 15 Page 2 matias.ecw:Calculations Description MASONRY WALL DESIGN Final Loads & Moments Wall Weight moment @ Mid Ht Dead Load Moment @ Top of Wall Dead Load Moment @ Mid Ht Live Load Moment @ Top of Wall LiveLoad Moment @ Mid Ht 390.00 Ibs 0.00 in-# 0.00 in-# 0.00 in-# 0.00 in-# Maximum Allow Moment for Applied Axial Load = Maximum Allow Axial Load for Applied Moment = Wind Moment @ Mid Ht Seismic Moment @ Mid Ht Total Dead Load Total Live Load 9,636.44 in-# 29,030.96 lbs 8,358.00 in-# 3,861.00 in-# 0.00 Ibs 0.00 Ibs • • • • • •• • • •••• • • • •.• • • •• •• • • • • • • • • • • •• • • • • • • • • • • •• • • • • • • • . •• i5 •• • • • • • • • •••••• • • • • ••• • • • • • MecaWind Std v2.2.5.7 per ASCE 7-10 Developed by :HCA Enterprises, Inc. Copyright www.mecaenterorises.com Date : 9/21/2015 Company Name : True Address : Address City : City State . State File Location: \Program Files Project No. : JobNo Designed By : Engineer Description : Description Customer Name : Customer Proj Location : Location (x86)\MECAWind\MATIAS WALL.wnd Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) mph Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Alpha At Am Cc Epsilon Slope of Roof Ht: Mean Roof Ht RHt: Ridge Ht = OH: Roof Overhang at Dave - Bldg Length Along Ridge = 175.00 II N/A 1.00 9.50 0.11 0.15 0.20 0.20 2.468802 : 11.83 ft 13.66 ft .00 ft 51.66 ft Exposure Category Flexible Structure Kd Directional Factor Zg Bt Bm 1 Zmin 12 Slope of Roof(Theta) Type of Roof Eht: Eave Height Overhead Type Bldg Width Across Ridge= 35.58 ft C No 1.00 = 900,00 ft = 1.00 0.65 = 500.00 ft 15.00 ft = 11.63 Deg = GABLED = 10.00 ft No Overhang Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gust1: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht izm: Cc*(33/Zm)^0.167 Lzm: 1*(Zm/33)^Epsilon 0: (1/(1+0.63*((3*Ht)/Lzm)^0.63))^0.5 Gust2: 0.925*((1+1.7*1zmx3.4*Q)/(1+1.7-*3.4*1zm)) Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 0.85 = 15.00 ft = 0.23 = 427.06 ft 0.93 0.89 0,85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Wind Pressurs Main Wind Force Resisting System (MWFRS) - Ref Figure 27.4-1 Kh: 2.01*(Ht/Zg)^(2/Alpha) Kht: Topographic Factor (Figure 6-4) Qh: .00256*(V)^2*I*Kh*Kht*Kd Cpww: Windward Wall Cp(Ref Fig 6-6) Roof Area Reduction Factor based on Roof Area 0.35 1.00 39.93 psf 0.80 � = 1876.56 ft^2 = 0.80 MWFRS-Wall Pressures for Wind Normal to 51.66 ft Wall (Normal to Ridge) A11 pressures shown are based upon ASD Design, with a Load Factor of .6 Wall Cp Leeward Wall -0.50 Side Walls -0.70 Wall Elev ft Pressure Pressure +GCpi (psf) -GCpi (psf) -24.16 -9.98 -30.95 -16.57 Rz Rzt Cp qz Press Press Total psf +GCpi -GCpi +/-GCpi windward 10.00 0.85 1.00 0.80 39.93 19.3"1 34.34 44.12 Roof Location Cp • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • Pressure Pressure +GCpi(psf)-GCpi(psf) Windward - Min Op Windward - Max Op Leeward Norm to Ridge Notes - Normal to Ridge -0.70 -(1.14 -0 i) -30.95 -11.94 -21.10 -16.57 2.44 -,.73 • • • • • • • • • • •• • • • • •• • • • • • • ••• • • • •• • ••• • • • • • • • • • •••• • • • • Note (1) Per Fig 27.4-1 Note 7, Since Theta > 10 Deg base talcs on Mean Ht Note (2) Wall & Roof Pressures = Qh*(G*Cp - GCPi) Note (3) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal Bldg Press Note (4) Total Pressure = Leeward Press + Windward Press (For + or - GCP1) Note (5) Ref Fig 27.4-1, Normal to Ridge (Theta>=10), Theta= 11.6 Deg, h/1= 0.23 MWFRS-Wall Pressures for Wind Normal to 35.58 ft wall (Along Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) Leeward Wall -0.41 Side Walls -0.70 Wall -21.09 --6.72 -30.95 -16.57 Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi Windward 13.66 0.85 1.00 0.90 39.93 19.97 34.34 41.06 Windward 10.00 0.85 1.00 0.90 39.93 19.97 34.34 41.06 Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(psf) Roof: 0.0 ft to 5.9 ft Roof: 5.9 ft to 11.8 ft Roof: 11.8 ft to 23.7 ft Roof: 23.7 ft to 51.7 ft -0.90 -0.90 -0.50 -0.30 -37.74 -37.74 -24.16 -17.37 Notes - Along Ridge Note (1) Ref Fig 27.4-1, Parallel to Ridge (Ali), h/1= 0.23 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 • • - 23.36 - 23.36 -9.78 -2.99 • • • • • •• • • • • • • Width of Pressure Coefficient Zone "a" = = 3.56 ft Description WALL WALL • k17 •• • • ••••• • •• • • • Width Span Area Zone Max Min Max P Min P •••• • ft ft ft^2 GCp GCp psf psf•• • • • • • • • • •• •• 3.33 10.00 33.3 4 0.91 -1.01 43.43 -47.43 •• • 3.33 10.00 33.3 5 0.91 1.22 43.43 -55.A • • • • • • • • • • • Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc:.00256*V^2*Khcc*Kht*Kd = 39.93 psf • • • • • • •• • • ••• • • • • • • • chapter #7: FOOTING DESIGisif . .. . . ..•. • • .• •••. • ... .. • • •• • ..... •. •• •• • •• • • • • • • • • • • • • •• • • • • • • • OOOOOO • • • • RUBEN J. PUJOL architect A.I.A. AE # 0010458 12237 SW 204 TERRACE Miami, FL 33177 JOB, .. )t)kS� ADDRESS: 1.A �Qt9� �y; 1 4�{1�.;-t'�3IS\� SHEET No.: 18 OF PROJECT No.: CALCULATED BY CHECKED BY: OO\--\ k,\4 sO 17, 00Q E` &r ( o(i VS 0 , 'Y/. 2'); 237.7L-r- fi- a. i 2 tc;40 UO f4 1.44,,v) _ t,08 (-r j { b BOO\ r,\ ,d1_ iv - •1.10.��J `Jr aS '� : ��' CSC t �tA.G•, � 2# �l�•'a)ti 1 • 1 0.� I ,(I F - r� ( (� moi\ .}1� S ��11:1 h ` + ,r,i DATE: DATE: 4 1 1a- -((v ..4gyp11 •• •. . .. . • • .... . . .. .. . . . . . • • • • •• • • • • • • • • • • •• • . • .• • • • • •••• • • • • • • • • • • j0-0 f*-• • w/1- S cr I-17)1,Fv �..c,t,D _ (-i27b, - 10\ W \,41 3 s \?\ r f \ �} I 22 \ 1-- � 1, ()1 15 ' _ `' 00 r-,1-\._ 0'1 'I Ci • = 12 V + \00 u` f -T", ¢!.-IZl2 22\ *-)a 690 • • • •• • • • • .... • • •••• •• •• • • • •• • • • • •• • • • • chapter #8: WINDOW & DOOR PRESSIJIIES•:;: MecaWind Std v2.2.5.7 per ASCE 7-10 Developed by MECA Enterprises, _Inc. Copyright www.mecaenterprises.com Date : 9/22/2015 Project No. . JobNo Company Name : True Designed By : Engineer Address : Address Description : Description City : City Customer Name : Customer State : State Proj Location : Location File Location: C:\Program Files (x86)\MECAWind\MATIAS W&D.wnd Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) = 175.00 mph Structural Category II Exposure Category C Natural Frequency N/A Flexible Structure = No Importance Factor - 1.00 Kd Directional Factor 1.00 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 0.20 Zmin 15.00 ft • • Slope of Roof 2.468802 : 12 Slope of Roof(Theta) 11.63 „Deg • • Ht: Mean Roof Ht 11.83 ft Type of Roof = GABLED • • • RHt: Ridge Ht 13.66 ft Eht: Eave Height = 10.00 A• • • • OH: Roof Overhang at Save= .00 ft Overhead Type = No Over'•,••• Bldg Length Along Ridge = 51.66 ft Bldg Width Across Ridge= 35.58 ft • Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht 1zm: Cc*(33/Zm)^0.167 Lzm: Ik(Zmi33)"Epsilon Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 0.925*((1+1.7*lzm*3.4*(2)/(1+1.7*3.4"1zm)) • • • • •••• • • • • • •••• • 0.85 • • •• • • • • • • •• •• •• • 15.00 ft = 0.23 = 427.06 ft 0.93 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GC41 . Internal Pressure Coefficient = +/-0.18 Wind Pressurs Main Wind Force Resisting System (MWFRS) - Ref Figure 27.4-1 Kh: 2.01*(Ht/Zg)^(2/Alpha) Kht: Topographic Factor (Figure 6-4) Qh: .00256*(V)^2*I*Kh*Kht*Kd Cpww: Windward Wail:Cp(Ref Fig 6-6) Roof Area Reduction Factor based on Roof Area 0.85 1.00 39.93 psf 0.80 1876.56 ft^2 0.80 MWFRS-Wall Pressures for Wind Normal to 51.66 ft Wall (Normal to Ridge) All pressures shown are based upon'.ASD Design, with a Load Factor of .6 Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) Leeward Wall -0.50 Side Walls -0.70 Wall -24.16 -9.78 -30.95 -16.57 Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi Windward 10.00 0.85 1.00 0.80 09.93 19.97 .15.34 44.12 • • • • • • • • • • •• • Roof Location Cp Pressure Pressure +GCpi(psf)-GCpi(psf) Windward - Mir Cp Windward - Max Cp Leeward Norm to Ridge Notes - Normal to Ridge -0.70 -0.14 -0.41 -30.95 -11.94 --21.10 -16.57 2.44 • • • • •••• • •• • • • ••• • • • • 1 •• • Note (1) Per Fig 27.4-1 Note 7, Since Theta > 10 Deg base calcs on Mean Ht [Dote (2) Wall & Roof Pressures = Qh^(G*Cp - GCPi) Note (3) +GCpi = Positive Internal Bldg Press, -GCPi - Negative Internal Bldg Press Note (4) Total Pressure = Leeward Press + Windward Press (For + or - GCPi) Note (5) Ref Fig 27.4-1, Normal to Ridge (Theta>=10), Theta= 11.6 Deg, h/1= 0.23 MWFRS-Wall Pressures for Wind Normal to 35.58 ft wall (Along Ridge) All pressures shoran are based upon ASD Design, with a Load Factor cf .6 Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) Leeward Wall -0.41 Side Walls 0.70 Wall -21.09 -6.72 -30.95 -16.57 E1ev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi Windward Windward 13.66 0.85 1.00 0.30 39.93 19.97 34.34 41.06 10.00 0.85 1.00 0.80 39.93 19.97 34.34 41.06 Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(psf) Roof: 0.0 ft to 5.9 ft Roof: 5.9 ft to 11.8 ft Roof: 11.8 ft to 23.7 ft Roof: 23.7 ft to 51.7 ft -0.90 -0.90 -0.50 -0.30 - 37.74 - 37.74 -24.16 --17.37 Notes - Along Ridge Note (1) Ref Fig 27.4-1, Parallel to Ridge (A11), h/1= 0.23 - 23.36 - 23.36 -9.73 -2.99 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 10.idth of Pressure Coefficient Zone "a" = = 3.56 ft Description WINDOW A,B WINDOW A,B WINDOW C WINDOW C WINDOW D WINDOW D WINDOW E WINDOW E WINDOW F WINDOW F i WINDOW G WINDOW G WINDOW Y.X WINDOW H,I WINDOW J WINDOW .i DOORS 1,6,7 DOORS 1,6,7 Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf • 2.16 5.25 11.3 4 0.99 -1.09 46.73 -50.7.3•••• • 2.16 5.25 11.3 5 0.99 -1.38 46.73 -62.32 3.00 5.25 15.8 4 0.97 -1.07 45.73 49.7.E 4 3.00 5.25 15.8 5 0.97 -1.33 45.'3 -60.3i 3.50 4.16 14.6 4 0.97 -1.07 45.97 -49.96 3.5^u 4.16 14.6 5 0.9' 1.34 45.97 -50.7••••• 5.00 4.16 20.8 4 0.94 1.04 44.38 -48.87•••• 5.00 4.16 20.8 5 0.94 1.29 44.88 -58.64 3.00 4.16 1.2.5 4 0.98 -1.08 46.44 -50.43 • • 3.00 4.16 12.5 5 0.98 1.37 46.44 -61.1• •• 2.16 3.16 6.8 4 1.00 -1.10 47.12 51 lip 2.16 3.16 6.8 5 1.00 -1.40 4/.12 -63.04 • • 3.08 1.16 12.8 4 0.98 -1.08 46.36 -50.3 • 3.08 4.16 12.8 5 0.98 -1.36 46.36 -61.54 • 7.00 3.16 22.1 4 0.94 -1.04 44.69 -48.65•••• : 7.00 3.16 22..1 5 0.94 -1.28 44.69 -58.23 3.00 6.66 20.0 4 0.95 -1.05 45.00 -48.99 3.00 6.66 20.0 5 0.95 -1.29 45.00 58.55 Khcc:Comp. & Clad. Table 6-3 Case 1 Qhcc:.00255*V"2*Khcc*Kht'Kd 0.85 39.93 psf • • • • • 2:0 • •• • • • • • • • • •• • • • • •• • • • • • • •• • • • • ••• • • • • • •• • chapter #9: CONNECTION DESIGN .. ... . •••• .. •••• .. •• .• • • • • • ... ••• •• . ... • • • • .. • •• •• . • • ••• .. • RUBEN J. PUJOL architect A.I.A. AE # 0010458 12237 SW 204 TERRACE Miami, FL 33177 JOB. ADDRESS. YJ 5 f.1xti`.'• tl�L`aS( ��1tin.lr3-h�i1� 5 +t,- '21 PROJECT No.: CALCULATED BY. CHECKED BY: SHEET No.: 2.4 OF - („S DATE DATE '1 10 `,� �Gt J 5, 0, 0 S 01 lb 34-) 0 C.f Oc,t) 30 O v ` �� '� �� \, Vit.^`��7c .� ..�:tT1 1-0 s — 4-°0°0 9, -,Ca c.,-(`0 (e.-- =�fKSG� x c0�9 0�cv,7� • • • • 1 •e• fi • • •••• • • • • •••• • •• • •• • • • • • •• • .4s79 (2) 2" Lo" W.o O 9 °• 4F-1,4_ r1) • • • • • • chapter #10: N.O.A. NUMBER .. • •• •• • • •••• .. .... • • .. • •• • .. ••• •• • •• •• • • • .. .. • •• •• • • • • • • .. • .. • ••• • • • • • DEPART\IEiTP OF REGULATORY AND ECONOM[C RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Nu-Vue Industries, Tae. , 1055 East 2914 Street Hialealt:0 L 33013 SCOPE,: This NOA is being issued under the applicable rules and regulations governing the use of construction materials, The documentation submitted has been reviewed and accepted by Miami -Dade County RER- I'roduct Control Section to be used in Miami Dade County and other areas where allowed by the Authority having Jurisdiction (ALB). This NOA shall not he valid after the expiration date stated below. The Miami -Dade County Product Control Section ([u Miami Dade County) and/or the AM (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the A113 may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to :-evoke this acceptance, if it is determined by Ntiatni-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series AB, NVSTA, NVIITA, NV IIJ, IKE, NV'TT and N VFiC:-37 Steel Wood 2z- 11L1MI-DAD'r. COUNTY PRODUCT CONTROL sEci'rotiv t 1805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (736) 315-2590 P (786) 315-2599 511eW.ntia miriade. eov/economy Connectors• . APPROVAL DOCUMENT: Drawing No. Ntf-1, titled "Truss and Top Plate Anch• e�rs'tis�rcets (•throes h 4 of 4, dated 02/18/2008, with last revision dated 01/25/2012, prepared by Nu-Vue ltrdmiat'SInc., 9igt;e�i� net scaled by Vipin N. Tolat, P.E., bearing the Miami -Dade County Product Control rene,441 stamp with the Notice of Acceptance number and expiration date by the [Miami -Dade County 1'rochiet c etrol Secrlr it:. MISSILE IMPACT RATING: None • • • • • • • •••• •• • r I,ABI+,1ANG: Each unit shall bear a permanent label with the manufacturer's name o•9•••• lc •Lit s?ztaz,'•' model/series, and following statement: "Miami -Dade County Product CO-itrot A prov ,1i � ss noted herein. [ 1 : •ypiess othet•visd RENEWAL of this NOA shall he considered at)er a renewal application has been tiled an+.l t:ttcryEfas been no change in the applicable building code negatively affecting the performance of this product.• • • •' •' • TERMINATION of this NOA will occur alter the expiration date or if there has been a revision or chang • •i • • materials, use, and/or manufacture of theproduct orye o the process. Misuse of this NOA as an endorsement orally product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. A1)V1r;I&TIS1,:MF:NT: The NOA number preceded by the words :Miami -Dade County, t 1orida, and followed by the expiration date may be displayed in advertising literature. if any portion of the Nt)A k displayed, then it shall he Bonn is its entirety. INSPECTION: A copy of this entire NOA shall be provided to the ta'er by the manutacnuler or its distributors and ,hall be available for inspection at the job site at the request oldie Building Official. This NOA renews NOA # 12-013(1.32 and consists of thlr. page 1 and evidence page 13-1, ;as ;veil .hs appruv:tl [t)CllIl1C[It inelltiOtled above. [-he submitted documentation was lcvielh,ed by Carlos M. 1!trera, 1'.13. • `:uiIPNPC'AOECJUNrY ",;(Li Na. LI -0206.17 F.�t�ir�rtitnr t;atr: ;I•:1 22 2ti;.`3 Arm :rk:I1 I);atc: 'd.tv 2. 1013 �• • • • • Nu-Vue Industries, Inc, NOTICE OF ACCEPTANCE: EVIDENCE SVRPIITTED A. DRAWINGS 1. Drawing No. NU -1, tided "Truss and Top Plate Anchors", sheets 1 through 4 of 4, dated 02/18/2008, with last revision dated 01/25/2012, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E. B. TESTS `Submitted girder tYOA 8 08-0325.02" 'fest reports on wood connectors per ASTM D1761 sealed by C. R. Caudcl, P.E. Report No. Wood Connector 1. 05-5195A AB -5 2. 05-5196A AB -7 3. 04-4995 NVTHJ-26 4. 04-4996 N VTI -EJ -28 5. 05-5612 EKE -1 6. 06-5622 IKE-2 7. 04-4903 NVTT 8. 03-4631 NV'Cu 9. 08-6711 N V HC -37 -33 by Product Testing, Inc., signed and Load Direction F I and F2 El and E2 Upward Upward Upward, LI and L2 Upward, L I and L2 Upward and LI Upward and LI Upward, LI and 1,2 Date 06/03/05 06/11/05 01/31/05 01/31/05 03/20/06 05/0l/06 07/21/04 06/21/04 03/14/08 C. CALCULATIONS "Submitted tinder NOA if 08-0325.02" 1.Shear value of common wire nails and steel plate tensile eatculations,prepar'(nye Vipin N. Tolat, P.B., Consulting Engineer, dated 03/20/2008, sigcxxi awd se*4,y� Vipin N. Tolat, P.E. D. QUALITY ASSURANCE i?. • .••. • • 1. Miami -Dade Department of Regulatory and Economic Resources (RE51.4•••• •• •• MATERIAL CERTIFICATIONS i. None. • • • . • •. •. • F. STATEMENTS 1. Statement letter of code conformance to 2010 FISC and no financial interest, dated 01/31/2013, signed and sealed by Vipin N. Tolat, P.F. "Submitted under NODI 8 08-0325.02" 2. Code conformance letters for all oldie tests listed on Section 13, issued by Product Testing, Inc., signed and sealed by C. R. ('andel, P.E. • • • • .• . • • •• • •• • • • .•. • . • .. • f' 1 (:artns;NI. ()trent, P.E. Product ('ontrut Examiner NO.\ N. 13-021)6.11 1 1 ' (tion (?ate: ,N1ay 22, 2019 A1proval Date: i11ay 2, 2(113 Deep Scat Truss Aucllor.. They are designed to resist lateral and uplift forces. The strap is made of 14 &Jobe stout Lind the scats of 20 gauge steel. AasemWy Product Code Dimension (nachos) NVSTAl2 NVSTAI6 NVSTA20 NVSTA22 NVSTA24 12 16 20 22 24 UPLIFT 1/ a vw WW1 w ••••M Cher. 1 �� --�•v .r r tarrftirpj L2 Total No. of Postman in Strap 10d 1W 5 6 7 8 9 Total No. of Paataoca in 20 GA. Soot 10d x IYa" 6 6 6 6 6 Allowable Loads (lb8) Dpaft6 1046 1141 1236 1331 1426 LY- 6 700 760 823 887 950 L2 1049 1144 1239 1335 1430 6 PttODUCT•RtwW 64..61116,66• o. 33 4 • • • •• ••• • �1:�.w.6 is • • lk�i • • •moi • •• • • • • e N► •• ••• • • • •• • ••• •- • ••• • • • • • • • • • •• • • • • • ••• • • 6 •• • • • •6 • Holden Double Strap Riveted Truss Anchor.. They are designed of 14 gauge steel plates to resist lateral and uplift forces. The seats are made of 20 gauge steel r i UPLIFT t _ ,W-.. w',kw.r. r res. a•r. akoratiroco Amiably Product Code Dimension H (ioehea) Total No. of Fasteners in two Snaps 104 x 4• 1) Total No. of homers in 20 GA. StatUpLd lOd x U4"L2 Allowable Londa (lbs) UplUp/id6 3 LI 6 6 NV1ITA12 12 10 6 1506 1766 1050 1450 NVHTAI6 16 12 . 6 1693 1987 1181 1631 14 6 1883 2204 1312 1812 NVH7A20 20 16 6 2071 2429 1444 1994 NYHTA22 22 18 6 2239 2649 1573 2175 NVHTA24 24 ••• • • • •• • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • 6 • •• •• ••• • • • ••• • • Notes: 1. Nada we aaesaary in arum and seat 10 achieve, deme& loads. 2. Soo mote 6, shat 1 faroombiood loading. 3. Nada through rhocda Mali not fame tho truss plata 4. • For gamal soles, sea Moet 1. 5. For big bar uplift loads, Dooms* Mall be 3000 poi. 6. Based m min. 2300 poi macaw VIPIN N. TOLAT, PE (CIVIL) FL REG. p 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77068 Nu-Vue >� 1053.1059 East 29 Sawa Hi+vdti Florida 33013 (303)60441397 Inc (303) 6940398 TRUSS AND TOP PLATS ANCHORS DWO*:k nt: Dara: Revisions: Feb NU -1 f4 t 2, I 18 Gauge NVTT Sanibel Truss Strap Product Code Dimensions (inches) Farmer* Schedule Allowable Loads (lbs) W B H L Truaa Top Plates Hollow Concrete Masonry Uplift Ll NVIT-1 1914 i3. 14 13 2-10d81 " 6-10d .-._ 968 543 NVTT-2 lis l 14 13 2 10dt11s" — — 6-14� " Timmo 1584 465 1. 1-10dx1Ii" nail is placed on each aide of the This and 3-10dnaila in each leg aro placed in two top plates. 2. 34/4"dia. x 1i4" long. 114" embedment tapcoos are placed in oach log and into the hollow concrete masonry. Maintain tis" edge distance from top of the block and spacing of 3" between the tapcons. NVRfaadt 51" Nailholo IUPLIFT •• ••• • • • • • •• • W• ,,_S,�s[_T-i As65olla • •• • •• ••• •• • • • •• • ••• • ••• ••• ••• 18 Gauge NVHC 37 SWAY Grip Clip (520) UPUPT VIPIN N. TOLAT,' PE (CIVIL) FL. REO. # i 2847 15123 LANIERN CREtH LANE HOUSTON,TX 77068 (31 Lr UPLIFT PRODUCT aa 4WIPA a" ua•1r61a uta the /letfde Built*. Cede Aw+leap Hai .0"'[7 ttspleiien ay Nu-Vue h02«. 1053.1059 East 29Street Hialeah, Maida 33013 (305)694.0397 Fax (305) 694-0398 TRUSS AND TOP PIATH ANCHORS DWO 6: NU -1 Sheen: 4 of 4 Data Feb 18, 2,008 Revision: • • • • • • •. •• • • • • • • • • •• • • •• •0 •• ••• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Nail Schedule Allowable Demist► Loads (lbs) Product Code DeacziPdon o eador piate '16-8d or Slwd Uplift LI L2 NVHC 37 5 Way (Sip or 16-10d 12-8d or 12.10d 702 560 637 UPUPT VIPIN N. TOLAT,' PE (CIVIL) FL. REO. # i 2847 15123 LANIERN CREtH LANE HOUSTON,TX 77068 (31 Lr UPLIFT PRODUCT aa 4WIPA a" ua•1r61a uta the /letfde Built*. Cede Aw+leap Hai .0"'[7 ttspleiien ay Nu-Vue h02«. 1053.1059 East 29Street Hialeah, Maida 33013 (305)694.0397 Fax (305) 694-0398 TRUSS AND TOP PIATH ANCHORS DWO 6: NU -1 Sheen: 4 of 4 Data Feb 18, 2,008 Revision: • • • • • • •. •• • • • • • • • • •• • • •• •0 •• ••• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 diAvi Inspection Number: INSP-270320 Permit Number: RC -3-15-555 Scheduled Inspection Date: November 03, 2016 Inspector: , I itk.rmop"!AZ Owner: STAVILE, ESTEBAN MATIAS Job Address: 5 NW 106 Street Miami Shores, FL 33150 - Project: <NONE> Contractor: LELACK CONSTRUCTION Permit Type: Residential Construction Inspection Type: Slab Work Classification: Addition/Alteration Phone Number Parcel Number 1121360060240 Phone: (954)263-7120 Building Department Comments GARAGE CONVERSION, ADDITION OF A ROOF, REMODELING OF HOUSE NO KITCHEN NO BATHROOM RENOVATION . REPLACING 9 WINDOWS AND 1 DOOR NEW OUTLETS NEW LIGHT FIXTURES AND SWITCH 03/24/2015 PERMIT ON HOLD UNTIL GOES TO P&Z BOARD. (GARAGE CONVERSION) Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Inspector Cjpmolts Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. November 02, 2016 For Inspections please call: (305)762-4949 Page 22 of 34 PEST CONTROL, INC. 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: BUILDER NAME: TREATMENT ADDRESS: to i3(«0 TIME OF TREATMENT: IN 4,160 APPLICATOR OUT EA6 6t- v`-prC -E- AIS; (&D i`t A4 (Seep/WS JOB #: LOT: BLOCK: UNIT: SPRAY & TAMP PRAY ONLY SPRAY # RESIDENTIAL LOMMERCIAL ▪ A• DDITION CHEMICAL: haotzes �S % OJ MONOLITHIC CHEMICAL: LOD S/F L/F GALLONS STEMWALL SF L/F STAGE OF TREATMENT (HORIZONTAL, VERTICAL, ADJOINING SLAB, RETREAT OF DISTURBED AREA) DATE OF TREATMENT: PERIMETER TREATMENT TIME OF TREATMENT: APPLICATOR: L/F GALLONS 300 S. STATE ROAD 7 PLANTATION, FLORIDA 33317 954-584-8588 1-800-749-8588 FAX: 954-584-6117 .. �...... '. \- ( PEST CONTROL, INC. i' �-. _,...,.,.-,., /yr. /,,.' /,y{ fir.' /./ W, n w1 •.•r r• !, Yrt.i I`J s— + r 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 USEDi,� `- ,rte FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL �� DATE OF TREATMENT: BUILDER NAME: r3d((o TREATMENT ADDRESS: TIME OF TREATMENT: IN i( i� Q OUT E-A6c6 *.icetpe-5--E• S /l�Vll, %c APPLICATOR: ,519/ JOB #: LOT: BLOCK: UNIT: SPRAY & TAMP PRAY ONLY SPRAY # CHEMICAL:'/ , • ®S % o MONOLITHIC t,(] D S/F L/F CHEMICAL: COMMERCIAL STEMWALL GALLONS SF L/F STAGE OF TREATMENT (HORIZONTAL, VERTICAL, ADJOINING SLAB, RETREAT OF DISTURBED AREA) "PATE OF TREATMENT: PERIMETER TREATMENT TIME OF TREATMENT: APPLICATOR: L/F GALLONS 300 S. STATE ROAD 7 PLANTATION, FLORIDA 33317 954-584-8588 1-800-749-8588 FAx: 954-584-6117 HESIVE3AI53HOV3SOdX3013AOW3li REMOVE TO 3*I 3HOV3SOoX O13AO$ 38 HOV 3S0a3 3AONg TO O1H REMOVE TO EXPOSE AL ( EXPOSE 311631101/311631101/ NOM 013AOW3H REMOVE TO EXPOSEAOHES1VE 3AIS3 .3—tS ESc; ENGINEERING & TESTING, INC. Phone: (866) 781-6889 'Fax: (866) 784-8550 www.floridaengineeringandtesting.com 250 S.W.13`h Avenue Pompano Beach, FL 33069 PROCTOR COMPACTION TEST DATE SAMPLED: 8/16/2016 DATE TESTED: 8/17/2016 ORDER #: 16-2599 CLIENT: Eagle Concrete Corp. ADDRESS: 3389 Sheridan Street #154 Hollywood, Florida 33021 PROJECT: Proposed Addition ADDRESS: 5 N.W. 106th Street Miami Shores, Florida 33134 MATERIAL DESCRIPTION: Gray to Light Brown Fine Sand SAMPLED BY: A.G. TESTED BY: P.T. SPECIFICATION GOVERNING: ASTM D-1557, Method C LAB NO: P-2599 RESULTS OF TEST: The following compaction test was conducted in accordance with the Standard Methods of Moisture Density Relations of soil using a 10 Ib. Hammer and an 18" drop as per the above specified method. MOISTURE % 9.3 11.3 13.3 15.1 WET DENSITY (PCF) 110.5 116.8 118.9 116.7 DRY DENSITY (PCF) 101.1 104.9 104.9 101.4 Optimum Moisture (Percentage): 12.3 Maximum Dry Density (lbs./cu.ft.) 105.4 (PCF) Respectfully Submitteei,: , e _ Mark A. Mesiano,IP.E.--' Florida.Engineering & Tasting, Inc. Florida.Reg, No. 48202 Certificate'of Authorization No. 6923 rr DRY DENSITY (PCF) 108 107 106 105 104 103 102 101 100 9 10 11 12 13 MOISTURE % 14 15 16 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. QualityA .assurance ENGINEERING & TESTING, INC. Phone: (866) 781-6889 •Fax: (866) 784-8550 ww.floridaengineeringandtesting.com 250 S.W. 13th Avenue Pompano Beach, FL 33069 REPORT OF FIELD COMPACTION TESTS DATE: 8/18/16 ORDER NO: 16-2600 PERMIT NO. CLIENT: Eagle Concrete Corp. ADDRESS: 3389 Sheridan Street #154 Hollywood, Florida 33021 PROJECT: Proposed Addition ADDRESS: 5 N.W. 106th Street Miami Shores, Florida 33134 MATERIAL DESCRIPTION: Gray to Light Brown Fine Sand PROCTOR VALUE (PCF): 105.4 OPTIMUM MOISTURE (%): 12.3 % COMPACTION REQ'D BY SPECS: 95* LABORATORY NO: P-2599 NUCLEAR GAUGE SERIAL #: 0 29793 (Model 3440) ® 533 (Model 3450) ❑ 20500 (Model 3440) PROCTOR METHOD: ® ASTM D-1557 0 ASTM -D698 0 AASHTO T-180 D AASHTO T-99 ASTM D 6938 METHOD A Test # Location: Lift Elev./ Depth of Test Dry Density (PCF) Moisture (%) Percent Compaction (%) Pass/ Fail 1 N. Footing at Center BOF 12" 101.9 8.7 96.7 P 2 W. Footing at Center BOF 12" 100.7 7.6 95.5 P 3 S. Footing at Center BOF 12" 100.9 7.6 95.7 P 4 5 . 6 7 ?A. 8 9 10 REMARKS: A subsoil investigation has not been performed by F.E.T. *95% compaction per contractor. TESTED BY: M.W. CHECKED BY: P.T. Notes: Method A - Direct Transmission unless otherwise noted. PR - Proof Roll TOB - Top of Base SOG - Slab on Grade BOF - Bottom of Footing SG - Subgrade As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. �'�% Quality 't(1 A IP .Insurance ResOectfuIlf submitted, P-0 z'‘ MARK A. MESIAN(,`P.E. Florida Engineering &"jesting, Inc. Florida Reg. No. '48202 Certificate of Authorization No. 6923 RUBEN JUAN PUJOL, ARCHITECT, P. A. A. I. A. AR# 0010458 AA#26002479 N. A. C. A. AUGUST 29, 2016 CITY OF MIAMI SHORES BUILDING DEPARTMENT 10050 NE 2ND AVENUE MIAMI SHORES, FLORIDA ATTENTION: BUILDING OFFICIAL RE: ADDITION TO RESIDENCE@ 5 N.W. 106 STREET MIAMI SHORES, FL PERMIT #RC15-555 DEAR BUILDING OFFICIAL: IN REFERENCE TO THE ABOVE MENTIONED PROJECT, I HEREBY APPROVE TO KEEP EXISTING FOOTING ON TOP OF NEW CONCRETE PADS , & TO DRILL EXISTING FOOTING FOR NEW COLUMNS DOWELS (SEE ATTACHED DETAIL DRAWING) NCERELY, JOL, ARCHITECT, P.A. AR#00'0458 AA#26002479 12237 S.W. 204 Terrace Miami, Florida 33177 Phone: (305) 968-2155 Fax: (305) 253-7258 Email: spujol4337@aol.com Mailing Address: P.O. Box 771628 Miami, FL 33177 , _mze_ 10,4,14_ rJA, , FLr o¢ _ONST Gly MMA, To_.6 s +x`16 cowritt Y. Pe."1,4L. "4" *11-0" RUBEN JUAN PUIOL ARCHITECT,P.A. AIA AR# 0010458 AA#26002479 NACA PHONE: (305) 968-2155 FAX: (305) 253-7258 EMAIL SPUJOL4337@AOLCOM 12237 S.W. 204 TERRACE MIAMI, FL 33177 MAILING ADDRESS: P.O. BOX 771628, MIAMI, FLORIDA 33177 ks RUBEN JUAN PUJOL, ARCHITECT, P. A. A. I. A. AR# 0010458 AA#26002479 N. A. C. A. AUGUST 27, 2016 CITY OF MIAMI SHORES BUILDING DEPARTMENT 10050 NE 2 AVENUE MIAMI SHORES, FLORIDA ATTENTION: BUILDING OFFICIAL RE: SOIL COMPACTION FOR ADDITION TO RESIDENCE @ 5 N.W. 106 STREET MIAMI SHORES, FLORIDA PERMIT#RC15-555 DEAR BUILDING OFFICIAL: IN REFERENCE TO THE ABOVE-MENTIONED PROJECT, I HEREBY CERTIFY THAT GROUND HAS BEEN BROKEN AND THE EXISTING SOIL IS UNDISTURBED SAND AND ROCK WITH A BEARING CAPACITY OF 2000 P.S.F. 1 HAVE VISITED THE SITE ON AUGUST 27, 2016, AND CERTIFY THE CONDITIONS TO BE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED. CERELY, R B� �! •�1 JOL, ARCHITECT, P.A. AR •01 5 AA#26002479 12237 S.W. 204 Terrace Miami, Florida 33177 Phone: (305) 968-2155 Fax: (305) 253-7258 Email: spujol4337@aol.com Mailing Address: P.O. Box 771628 Miami, FL 33177 ENGINEERING & TESTING, INC. Phone: (866) 781-6889 *Fax: (866) 784-8550 www.floridaengineeringandtesting.com 250 S.W.13`h Avenue Pompano Beach, FL 33069 PROCTOR COMPACTION TEST DATE SAMPLED: 8/16/2016 DATE TESTED: 8/17/2016 ORDER #: 16-2599 CLIENT: Eagle Concrete Corp. ADDRESS: 3389 Sheridan Street #154 Hollywood, Florida 33021 PROJECT: Proposed Addition ADDRESS: 5 N.W. 106th Street Miami Shores, Florida 33134 MATERIAL DESCRIPTION: Gray to Light Brown Fine Sand SAMPLED BY: A.G. TESTED BY: P.T. SPECIFICATION GOVERNING: ASTM D-1557, Method C LAB NO: P-2599 RESULTS OF TEST: The following compaction test was conducted in accordance with the Standard Methods of Moisture Density Relations of soil using a 10 Ib. Hammer and an 18. drop as per the above specified method. MOISTURE % 9.3 11.3 13.3 15.1 WET DENSITY (PCF) 110.5 116.8 118.9 116.7 DRY DENSITY (PCF) 101.1 104.9 104.9 101.4 Optimum Moisture (Percentage): 12.3 108 107 106 Maximum Dry Density (lbs./cu.ft.) 105.4 (PCF) a 105 104 C Respectfully Submitted, 0 103 0 102 101 Mark A: Mesiano, P. E:; Florida Engineering &Testing;Inc. 100 Florida Regi -No. 48202& ` Certificate of �,uthorization'No. 6923 9 10 11 12 13 MOISTURE % 14 15 16 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Quality 1u .assurance ENGINEERING & TESTING, INC. Phone: (866) 781-6889 •Fax: (866) 784-8550 www.floridaengineeringandtesting.com 250 S.W. 13th Avenue Pompano Beach, FL 33069 REPORT OF FIELD COMPACTION TESTS DATE: 8/18/16 ORDER NO: CLIENT: Eagle Concrete Corp. 16-2600 PERMIT NO. ADDRESS: 3389 Sheridan Street #154 Hollywood, Florida 33021 PROJECT: Proposed Addition ADDRESS: 5 N.W. 106th Street Miami Shores, Florida 33134 MATERIAL DESCRIPTION: Gray to Light Brown Fine Sand PROCTOR VALUE (PCF): 105.4 OPTIMUM MOISTURE (%): 12.3 % COMPACTION REQ'D BY SPECS: 95* LABORATORY NO: P-2599 NUCLEAR GAUGE SERIAL #: ❑ 29793 (Model 3440) ® 533 (Model 3450) ❑ 20500 (Model 3440) PROCTOR METHOD: ® ASTM D-1557 ❑ ASTM -D698 0 AASHTO T-180 ❑ AASHTO T-99 ASTM D 6938 METHOD A Test # Location: Lift Elev./ Depth of Test Dry Density (PCF) Moisture (%)Compaction Percent (%) Pass/ Fail 1 N. Footing at Center BOF 12" 101.9 8.7 96.7 P 2 W. Footing at Center BOF 12" 100.7 7.6 95.5 P 3 S. Footing at Center BOF 12" 100.9 7.6 95.7 P 4 5 6 7 8 9 10 REMARKS: A subsoil investigation has not been performed by F.E.T. *95% compaction per contractor. TESTED BY: M.W. CHECKED BY: P.T. Notes: Method A - Direct Transmission unless otherwise noted. PR - Proof Roll TOB - Top of Base SOG - Slab on Grade BOF - Bottom of Footing SG - Subgrade As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. li Qr Quality ,1 1t l assurance its+ • '-'J . RespectfullyIlibniitted, MARK A. M SIANO :E.E. `Florida Engineering &Testing, Inc. Florida Reg. No.-48202-- Certificate o.48202Certificate of Auth3rization No. 6923