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RC-15-1723V BAL IMO BW Ord WAY, SCALEI 1'=20' JOB NOs 1205.045A H E N S 10 N S I N C 81AA111, FL 33185. FIELD DATEOS-31-2017 ■ PHONE: (305) 512-4225 TIME OF FROJECTI La,nd Surveying Services FAX (305) 512-1914 FINAL SURVEY FOR: SCOTT F. SMITH AND PATRICE GILLESPIE-SMITH The W 1 /2 of LEGAL DEWNP17O AN AMENDED PLAT OF MIAMI PROF. Awk 358 N F 101st STREET MIAMI SHORES. FL 33138 LOTI lot 4 & all Lot 5 BLOM 39 SUBDIVISIONI SHORES SECTION No.1 FLAT BOOKI 10 FAGEI 70 OF, MIAMI-DADS COUNTY, FLORIDA, q5 75.00' Total R/W �6 0• q• 20' Asphalt AfrA moil p 4 Conc. 22' Parkway FND.I.P.1/2'I r.,..,. Uua14 FND.I.P.1/2` SURVEYORS NOTES: 1.) THE SURVEY OF THE PROPERTY SHOWN HEREON IS IN ACCORDANCE WITH THE DESCRIPTION FURNISHED BY CLIENT. 2.) UNLESS A COMPARISON IS SHOWN. ALL BEARING, ANGLES AND DISTANCES SHOWN ARE THE SAME A8 PLAT VALUES. 3.) THE RMDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS OR OTHER RECORDED ENCUMBERANCES NOT SHOWN ON THE FLAT AND THE SAME. IF ANY MAY NOT BE SHOWN ON THE SKETCH 4.) UNDERORAUND PORTIONS OF FOOTINGS. FUNDATIONS OR OTHER IMPROVEMENT WERE NOT LOCATED. 6.) FENCES TIES ARE TO THE CENTER LWE OF THE SAME 9. WALL TIES TO THE FACE OF THE SAME. 7. EVATION WHEN SHOWN ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM ((1929 UNLESS OTHERWISE NOTED. 9.) THERE NO ABOVE GROUND ENCROACHMENTS OTHER THAN THOSE SHOWN. 9) BENCH 81ARK USED IS N• 992 ELEVATION ■ 9.98'NGVD 1929 (FLOOD ZONE INFORMATION) ZONE: X COMM: 120652 _ pANE 12086CO302 SUFFIX: L DATE-9-11-2009 BASE N/A NOTE DETEF UNITION OF FLOOD ZONE LINES WERE BASED ON SCALING OF FEMA MAP LISTED ABOVE NOTE ALL BEARING HEREON ARE BASED TO THE PLAT BEARING OF N/A ON THE CENTER LINE OF N/A FROPERTY LINE. EASEMENT VIOLATIONSI O YES ® NO APPARENT VIBIBLE ENCROACHMENTSI ❑ YES ® NO COMMENTS RECEI VED JUN 0 8 2017 ��. CERT NED TIR. SCOTT F. SMITH AND PATRICE GILLESPIE-SMITH II�DT mnvr: iMtbdWdd 7010d7AllfdiGlYlYdb W�Y.IanE�MoY.�daerlYb Ortd .oWgp�d�OWfr�nwa0r dbcrdrm/w}bYl�e d�� R W �PAiuidlnd M ..dYbrd Is Mow" AT. fad& 7 �'w r TDAVID, L. FUTC REGISTERED LAND SURVEYOR 1114843 STATE OF FLORIDA LB 0 COM74 EET 1 OF 1 I %/ X r/j r �� Co , ?' !�, 6P Gt rp c 525 t4 Z1 �� Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CERTIFICATE OF OCCUPANCY/COMPLETION CHECK LIST d" Buildin9 permit card. /Surveys (2 copies) Final as built - Required Items: Elevations of buildings showing all intended setbacks from property lines and other existing structures. Ingress+ Egress, required parking spaces, Wheel stops, stripping, and all paving to exterior. ❑ Certificate of Elevation — (Sealed by surveyor). Expiration date required on the form. ❑ Certificate of Insulation. ❑ Certificate of Soil Treatment (Final treatment -original)\ CHAPTER 2913-5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and law as established by the Florida Department of Agriculture and Consumer Services." ❑ Health Department Approval Letter (On septic or private water). Note: If the house is on septic tank, approval letter is required from Health Dpt. ❑ Soil Compaction Letter (Density report is required) ❑ Final certification letter from the Engineer/Architect (on masonry, trusses, special structure, etc) ❑ Backflow preventor certificate (Required on commercial projects only) ❑ Declaration of use. (Recorded in Miami -Dade Clerk of Courts) PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO • Emergency CO (Without 24 Hrs Processing) Additional fee is $80.00. • Temporary CO (Up to 90 days max) $75.00. • Residential CO $150.00 • Residential CC $50.00 • Commercial CO and CC $200.00 INSPECTION RECORD Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Permit NO.RC-7-15-1723 Issue Date:1015/2016 �+iOft�G'r8S5�fiCat/01?::�iGiilitioi!%IAitE Expires: 04/02/2016 INSPECTION REQUESTS: (305)762-4949 or Log on at https://bldg.miamishoresvillage.con lcap REQUESTS ARE -ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received. by 3 pm for following day inspections. Residential Construction Parcel *1132060135280 Owner's Name: PATRICE AND SCOTT SMITH Owner's Phone: Job Address: 358 NE 101 Street Total Square Feet: 570 Miami Shores FL 33138- Total Job Valuation: $ 50,000.00 Bond Number:, 2859--' Contractor(s) Phone Primary Contractor JMEC CONSTRUCTION, LLC (954)410-4695 Yes SQL �v'"-vs WORK IS ALLOWED MONDAY THROUGH SATURDAY, 7:30AM - 6:OOPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING INSPECTIONS ARE DONE MONDAY, THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. 10/ t'. NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BU1DING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER:. YOUR FAILURE TO RECORD A, NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT 'MUST BE RECORDED AND POSTED- ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. i INSPECTION RECORD STRUCTURAL INSPECTION DATE INSP Foundation Stemwall Slab Columns'(1st Lift) J AM It I I Columns (2nd lift) Tie Beam GF I L(� Truss/Rafters Roof Sheathing Bucks Windows/Doors I "Framing yY Insulation Ceiling Grid Drywall Firewall Wire Lath ! / Pool Steel 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 compliance DOCUMENTS Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss .Certification STRUCTURAL COMMENTS Oct. 08 / RV 8/31/09 ZONING INSPECTION DATE I INSP Zoning Final ZONING COMMENTS ELECTRICAL INSPECTION DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground dAM Footer GrounEAQ / Slab Wall Rough Ceiling Rou Roug Telephone Rough Telephone Final TV Rough TV Final Cable Rough Cable Final' Intercom Rough Intercom Final Alarm Rough Alarm -Final Fire Alarm Rough Fire Alarm Final r Service Work With ELECTRICAL COMMENTS INSPECTION DATE INSP Rough Water,Service 2nd Rough To C19t , Fire S rinklers 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 7S� PLUMBING COMMENTS MECHANICAL INSPECTION DATE INSP Underground Pipe Rough Ventilation Rough Hood Rough Pressure Test Final Hood -Final Ventilation Final Pool Heater Final Vacuum MECHANIGAL'COMMENTS Miami Shores Village UC�'�"ED I JUL 0 2015 Building Department BY: 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 --TH FBC20t�4b BUILDING Master Permit No.asll� " PERMIT APPLICATION Sub Permit No. FM -]BUILDING ❑ ELECTRIC ❑ ROOFING (� REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [] CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 358 NE 101st Street Miami Shores, FL 33138-2425 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-3206-013-5280 Is the Building Historically Designated: Yes NO X Occupancy Type: SFR Load: Construction Type: Level 2 Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Patrice Gillespe :imith & Scott F Smith phone#: Address: 358 NE 101st Street City: Miami Shores State: FL. I Zip: 33138 Tenant/Lessee Name: I Phone#: Email: CONTRACTOR: Company Name: JMEC Construction, LLC Phone#: 954.410.4695 Address: 560 NW 39th Avenue City: Coconut Creek State: Qualifier Name: Eric S. Finkelstein State Certification or Registration #: CGC060569 FL. : 33066 Phone#: 954-410.4695 Certificate of Competency #: DESIGNER: Architect/Engineer: A&I Associates Phone#: 305.310.5030 Address:370 NE 101st Street i City: Miami Shores State: FL Zip: 33138 Value of Work for this Permit: $ �� , �� • I_ Square/Linear Footage of Work: 570 sf Type of Work: 0 Addition ❑ Alteration ❑ NI w ❑ Repair/Replace ❑ Demolition Description of Work: Addition of covered terrace & pe%gola @ rear of house. Addition of covered entrai Conversion of existing bathroom into a cabana bath. Specify color of colorru tile: Submittal Fee $ 50 , Co(Permit Fee $ Scanning Fee $ Technology Fee Structural Reviews $ (Revised02/24/2014) Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ r TOTAL FEE NOW DUE $ ! Q) —�S" Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature O W N ER or AGENT I CONTRACTOR The foregoing instrument was acknowledged before me this day of 20 �N by who is personally known to me or who has produced identification and who did take an oath. The foregoing ins ment was acknowledged before me this �L d), day o 20 l by 9'i� e_�.. \fr,- I Sff--who is personally known to as I me or who has produced identification and who did take an oath. as NOTARY PUBLIC: NOTARY PUBLIC: Sign: v Sign: cam CA Q" Print: �� V ✓ Print: LC,0— Seal: 401't" .P!Nc LAURAFARLEY I Seal: �►rY'uq� LAURAFARLEY * * MY COMMISSION 0 FF 1i18027 4P ' MY COMMISSION N FF 181l027 !�► EXPIRES: March 16, 2019 * * EXPIRES: March 16.2019 Thru / 1 NoUry Servker sr�+tof M1s° ~ &W M Thor BtKW NOWY Service ssssssssssssssssss*sssssssssssss ss ss ss�ssssssss!ss*sssssssssssss**sssssss**s*sssssssss*sssssss*ssssssss APPROVED BY Plans Examiner 4oning Z)41'm Structural Review Clerk 7-- (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner —Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division ofl'Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this 1-0 day of, 20 S By CA gak� (� who is personally known to me or has produced / I _ as identification. Notary: - iV� U SEAL: IN LAURAFARLEY # * IN COMMISSION Ii FF 18L EXPIRES: March 16, 2019 Bonded Thru Bu* Notary Senim 4 . J JMEC Construction LLC 560 NW 39 Ave Coconut Ueek, Fl. 33066 CG6 060569 1 7/10/2015 State of Florida County of Dade Before me this day personally appeared ]Eric Finkelstein who \being duly sworn, deposes and says, that he will be the on person I�__�" working on the project located at 3 $g 1� �c 1 O' �`� \ i' 3 Sworn to and subscribed before me thisID-- day o -4-2015 Print name - Laura Farley ►x;!�k�, LAURAFARO MY COIYMISSION 1 FF 189021 # * EXPIRES: Meath 16, 2019 '�'f�OF7dO'` 9WM MuBudpdN rYWta Personally known August 12, 2015 Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, Florida 33138 Responses to Buildina Comments Permit Number: RC-7-15-1723 Address: 358 NE 101 st Street Building Critique: 1. Please see sheet A-0 for the code change, 2. DERM & Impact fee by owner, HRS appro al already obtained: AP1184183,E c AQ 3. See structural drawings for top of footing; P-�-44 See sheet A-1 for added Roof Plan with sizing for scupper & vertical leader; ✓5. See sheet A-5 for roof flashing detclil; Existing flat roof structure to remain, see Roof Plan sheet A-1 for new roofing material; Electrical Critiaue: l . See sheet A-2 for existing Riser Diacjram, Electrical panel, Load Calculation, & added circuit numbers for new project (A!18 & A-20); 2. See note no. 14 in Site Plan for location of existing electrical meter; 3. Grounding electrode conductor already exists; 4. Arc fault breakers already exist; l 5. See sheet A-2 for added GFI outlet in Bath 2; 6. See Electrical Legend for IC rated �ecessed light fixtures; 7. Smoke / carbon monoxide detectors installed in previous permit, RC 13-488 Plumbing Critiaue: See sheet A-0 for corrected code; �j lealth Department approval obtained: AP1184183��s4E3.er A-Ia See sheet A-1 for water line and water line note; 4. Scope of plumbing work consists only of the relocation of the existing toilet & the addition of a second sink to the existing sink in Bath 2 on the same plumbing wall; lear space in front of the toilet is shown in the floor plan in sheet A-2; See sheet A-2 for water arrestor note, although installation of additional sink is the only plumbing scope in this project A&I associates, Inc. 370 NE 10151 Street Miami Shores, Florida 33138 telephone 305-310-5030 fax 1-877-408-8280 email vbruce@ai-associates.net Please do not hesitate to contact me if you have any questions and/or comments Sincerely, Victor J. Bru e A I.A., LEED R AP Vice President & Architect AR-0017103 SNORES Miami Shores Village Building Department 10050 NE 2"d Ave. •"'°' Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 STRUCTURAL REVIEWS COMMENTS - AS OF 8/22/15 Permit No.: RC15-1723 Project Address: 358 NE 101ST St. Page 1 of 1 2°d REVIEW AS OF 9/10/15: FOLLOWING ITEMS, AS LISTED BELOW, ARE STILL PENDING: # 1 — NO GEOTEC REPORT HAS BEEN SUBMITTED, AS STATED IN THE ENGINEER'S RESPONSE LETTER #4 (B) — MUST PROVIDE SPECIAL INSP. FOR SOIL COMPACTION 1. PROVIDE SOIL STATEMENT ION COMPLIANCE WITH SECTION 1803, PROVISIONS OF THE FBC 5`h EDITION (2014) CODE. .. .. .NMI. ... .. EZI 4. PROVIDE TWO COPIES OF SPECIAL INSPECTOR FORM, FULLY EXECUTED OR: / A) REINFORCED MASONRY PER SECTION 2122.4 OF FBC 5T" EDITION _.✓�^� (2014) CODE B) MIAMI DADE COUNTY ADMINISTRATIVE CODE, ARTICLE II, SECTION 8-22 1) SOIL COMPACTION (REFER TO ATTACHED COPY OF THE INSPECTION FORM) ADDITIONAL COMMENTS MAYBE PENDING AFTER REVIEW OF THE REQUESTED DOCUMENTS LISTED ABOVE Miami Shores Village ,SN°Resy�� J T Building Department 10050 NE 2nd Ave. 1.rytN�ot F�ORIDP` Miami Shores, FL 33138 305-795-22041 Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by to perform special inspector services under the Florida Building Code 5th Edition (2014) and Miami Dade County Administrative Code at the project on the below listed structure as of (date). I am a registered architect/professional engineer licensed in the State of Florida. Process Number: _ Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 5th Edition (2014) _ Miami Dade County Administrative Code, Article II Section B-22 Special Inspector for _ Trusses > 35 ft. long or 6 ft. high _ S el Framing and Connections welded or bolted _ Soil Compaction _ Precast Attachments _ Roofing Applications, Lt. Weight. Insul.Conc. _ Other Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform inspection* 1. 3. 2. 4. *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect: graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. I (we) will notify the Miami Shores Building Department of any changes regarding authorized personnel performing inspection services. I (we), understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores Building Department .Inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections performed by the department. Further, upon completion of work under each Building Permit, I will submit to the Building Inspector at the time of the final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approval plans. Engineer/Architect Name Signed and Sealed Print Date: Address EC /'Z' --1 - / JMEC CONSTRUCTION, LLC 560 NON 34V Ave. Cocomut Creek, FL 33066 CGC06056q q54-410-46% Submitted To: Gillespie — Smith Residence 358 NE 101s' Street Miami Shores, FL. 33138 Client: Same Date: June 17, 2015 Page: CONTRACT SEP H 2015 We hereby propose to furnish material, labor & supervision in accordance with attached specifications for the sum of: Seventy One Thousand & Seventy Nine Dollars & 60/100 ($71,079.60). Payments to be made as follows: Deposit in the amount of Five Thousand Dollars & 00/100 ($5,000.00) on signing of contract then Fifteen Thousand Dollars & 00/100 ($15,000.00) on commencement of work, then draws on request as work progresses. All work to be completed in a workman like manner according to standard practices. Any alteration or deviation from above specifications involving extra costs will be executed only upon written orders, and will become an extra charge over and above the estimate, all agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tornado and other necessary insurance. We are fully covered by Liability insurance. In case suit shall be brought for the collection of this obligation, or the same has to be collected upon demand of an attorney, Purchaser hereby agrees to pay reasonable attorney's fees for making such collection, plus interest for any portion of the balance which is thirty days past due. AUTHORIZED SIGNATURE / JMEC Construction, LLC DATE ACCEPTANCE OF PROPOSAL - The above prices, specifications and conditions are satisfactory and are hereby acce ted. You are authorized to do the work as specified. Payment shall be made as outlined above. AUTHORIZED SIGNATURE / Owner DATE SkyRock:..Engineer_in_g, Inc: WWW.sxyrocKeng.com ANSWER TO BUILDING DEPARTMENT STRUCTURAL COMMENTS FOR SEC � �.y` ED SEP 0 8 2015 SMITH-GILLESPIE RESIDENCE - REAR ADDITION AT .... •r • 358 NE 101ST STREET : •••• •••••• �:•. •' MIAMI SHORES, FLORIDA 33138 ...... .... ...... ...... ..:. .... ...... •••• •••• ••••• . % 0 ::::: .... ... ...... ...... • . : . 00000 .. . . : 0 : • • • PREPARED BY: AIMEE RODRIGUEZ, PE. LICENSE No. 69701 CA No. 29652 Phone: 786.285.7157 Fax: 305.258.3345 Email: aimee@skyrockeng.com cj'pmin, 3 ( /-, "- MECAWind Version 2.1.0.6 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2015 www.mecaenterprises.com Date 9/6/2015 Project No. Company Name Designed By Address Description City Customer Name State Proj Location File Location: C:\WORK\MY PROJECTS\2015\(15018) Smith -Gillespie Residence\CALC\WIND.wnd Directional Procedure Simplified Diaphragrm Building (Ch 27 Part 2) All pressures shown are based upon ASD Design, with a Load Factor of .6 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 Damping Ratio (beta) = 0.01 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 3 : 12 Slope of Roof(Theta) = 14.00 Deg Ht: Mean Roof Ht = 15.00 ft Type of Roof = Gabled RHt: Ridge Ht = 15.00 ft Eht: Eave Height = 14.00 ft OH: Roof Overhang at Eave= 0.67 ft Roof Area = 158.00 ft^ 2 Bldg Length Along Ridge = 22.67 ft Bldg Width Across Ridge= 15.50 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 ." "• • • ...• Gust Factor Category II Rigid Structures - Complete Analysis •• • • •• Zm: 0.6*Ht V91.00 ft!••• " lzm: Cc*(33/Zm)^0.167 c+•..(.23 . Lzm: 1*(Zm/33)^Epsilon -9127.06 ft••• Q:(1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 =••••0.95 •.... • Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) «•••.0.90 .. . . . . • Gust Factor Summary . • • . Not a Flexible Structure use the Lessor of Gustl or Gust2 .....�� ;_ ' a.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCS• • GCPi Internal Pressure Coefficient = +/�0.18•••••� Topographic Adjustment 0.33*z = 4.95 Kzt (0.33*z): Topographic factor at elevation 0.33*z = 1.00 Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z)]^0.5 = 175.00 mph Net Wind Pressures on Walls (Table 27.6-1) Wall Pressures do not include effect of internal pressure MWFRS-Wall Pressures for Wind Normal to 15.5 ft wall L/B = 1.46 ph: Net Pressure at top of wall (windward + leeward) = 36.38 psf p0: Net Pressure at bottom of wall (windward + leeward) = 36.38 psf ps: Side wall pressure acting uniformly outward = .59 * ph = 21.33 psf pl: Leeward wall pressure acting uniformly outward = .33 * ph= 11.97 psf pwh: Windward wall pressure acting uniformly outward = ph-pl = 24.40 psf pw0: Windward wall pressure acting uniformly outward = p0-pi = 24.40 psf MR MWFRS-Wall Pressures for Wind Normal to 22.67 ft wall L/B = 0.68 " ph: Net Pressure at top of wall (windward + leeward) = 38.70 psf p0: Net Pressure at bottom of wall (windward + leeward) = 38.70 psf ps: Side wall pressure acting uniformly outward = .54 * ph = 20.90 psf pl: Leeward wall pressure acting uniformly outward = .38 * ph= 14.71 psf pwh: Windward wall pressure acting uniformly outward = ph-pl = 23.99 psf pw0: Windward wall pressure acting uniformly outward = p0-pl = 23.99 psf See Fig 27.6-2 for Parapet wind Wall Pressures See Table 27.6-1 Elevation Roof Pressures See Table 27.6-2 Mean roof ht. Wind ), 8 Plan Net Wind Pressures on Roof (Table 27.6-2): Exposure Adjustment Factor Zone Load Casel Load Case2 ---- psf ---------- psf ---------- 1 -35.37 5.12 2 -24.35 -7.17 3 -36.05 .00 4 -32.18 .00 5 -26. 37 .00 Note: A value of 10' indicates that the zone/load case is not applicable. Gabled Roof Roof Overhang Loads (Figure 27.6-3): Load Case 1: Povhl: Overhang pressure for zone 1 Povh3: Overhang pressure for zone 3 Load Case 2- Povhl: Overhang pressure for zone 1 Povh3: Overhang pressure for zone 3 Rnt)F.-A g- roccnri� {rrar» t-shia ZC e-,, { or ? i .'mind Direction sw�r�wr�♦ _ -26.53 psf -27.03 psf 3.84 psf .00 psf MECAWind Version 2.1.0.6 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2015 www.mecaenterprises.con Date 9/6/2015 Project No. Company Name Designed By Address Description City Customer Name State Proj Location File Location: C:\WORK\MY PROJECTS\2015\(15018) Smith -Gillespie Residence\CALC\WIND.wnd - Roof not I I 1 1 1 � I 1 12 71 1 12 1 ... 1 1 r+ ..� 1 1 ..+ 1 1 1 1 1 1` 4 I I 1 1 I 1 I I 4 55I a 3,-1 ?13 At"211S Gable Roof 7 < 9 <= 45 a Wind Pressure on Components and Cladding (Ch 3(C Paftt 1) ••••' All pressures shown are based upon ASD Design, with a Load Factor of: •06'• •••••• •••• Width of Pressure Coefficient Zone "a" = 3 ft•••••• • Description Width Span Area Zone Max Min Max P 4,•M % P ft ft ft^2 GCp GCp psf 04M 0••••� •••• ------------------------------------------- 10SF 2.00 5.00 10.0 ---------------------- 1 0.50 -0.90 ...... -_ 27.1500 -'3.13 •• • •• • 10SF 2.00 5.00 10.0 2 0.50 -1.70 27.15*••-d?60.07 • 10SF 2.00 5.00 10.0 3 0.50 -2.60 27.15-11b.01 . • 10SF 2.00 5.00 10.0 2H 0.50 -2.20 19.97. -&7.85 10SF 2.00 5.00 10.0 3H 0.50 -3.70 19.9-f .f4l.75 • 25SF 5.00 5.00 25.0 1 0.42 -0.86 23.98 -41.54 •.• 0••' ; 25SF 5.00 5.00 25.0 2 0.42 -1.50 23.98 -67.13 25SF 5.00 5.00 25.0 3 0.42 -2.36 23.98 -101.48 25SF 5.00 5.00 25.0 2H 0.42 -2.20 16.79 -87.85 25SF 5.00 5.00 25.0 3H 0.42 -3.22 16.79 -128.68 50SF 5.00 10.00 50.0 1 0.36 -0.83 21.57 -40.33 50SF 5.00 10.00 50.0 2 0.36 -1.35 21.57 -61.12 50SF 5.00 10.00 50.0 3 0.36 -2.18 21.57 -94.26 50SF 5.00 10.00 50.0 1 0.36 -0.83 21.57 -40.33 50SF 5.00 10.00 50.0 1 0.36 -0.83 21.57 -40.33 100SF 10.00 10.00 100.0 1 0.30 -0.80 19.17 -39.13 100SF 10.00 10.00 100.0 2 0.30 -1.20 19.17 -55.11 100SF 10.00 10.00 100.0 3 0.30 -2.00 19.17 -87.05 100SF 10.00 10.00 100.0 1 0.30 -0.80 19.17 -39.13 100SF 10.00 10.00 100.0 1 0.30 -0.80 19.17 -39.13 WINDOW 3.00 3.00 9.0 4 1.00 -1.10 47.12 -51.11 WINDOW 3.00 3.00 9.0 5 1.00 -1.40 47.12 -63.09 DOOR 6.67 3.00 20.0 4 0.95 -1.05 44.99 -48.99 DOOR 6.67 3.00 20.0 5 0.95 -1.29 44.99 -58.84 WALL 2.00 9.33 29.0 4 0.92 -1.02 43.86 -47.85 J WALL 2.00 9.33 29.0 5 0.92 -1.24 43.86 -56.57 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc:.00256*V^2*Khcc*Kht*Kd = 39.93 psf . . .... ...... ...... .... ...... .... .... . . .... .... ..... ...... .. . ..... .. .. .. . ...... . . . . ...... . . ...... TM%T6 D�a MECAWind Version 2.1.0.6 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2015 www.mecaenterprises.com Date 9/6/2015 Project No. Company Name Designed By Address Description City Customer Name State Proj Location File Location: C:\WORK\MY PROJECTS\2015\(15018) Smith -Gillespie Residence\CALC\WIND FOR TRELLIS.wnd Directional Procedure Simplified Diaphragrm Building (Ch 27 Part 2) All pressures shown are based upon ASD Design, with a Load Factor of .6 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 Damping Ratio (beta) = 0.01 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 0 : 12 Slope of Roof(Theta) _ .00 Deg Ht: Mean Roof Ht = 15.00 ft Type of Roof = Monoslope RHt: Ridge Ht = 15.00 ft Eht: Eave Height = 14.00 ft OH: Roof Overhang at Eave= 0.67 ft Roof Area = 158.00 ft^ Bldg Length Along Ridge = 22.67 ft Bldg Width Across Ridge*• 15*16*ft 1 • . .. Gust Factor Category I Rigid Structures - Simplified Method " " " •••• Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 "*OM 85 • •..• .... Gust Factor Category II Rigid Structures - Complete Analysis •••• •••• Zm: 0. 6*Ht 04; •'l� . 00 ,ft� •• lzm: Cc*(33/Zm)^0.167 03 000.23 •• • Lzm: 1*(Zm/33)^Epsilon •3•JQV.06 ft• Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 4.95• Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) •_ •0.90:•�•�• 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 GCPi Internal Pressure Coefficient = +/-0.18 Topographic Adjustment 0.33�z = 4.95 Kzt (0.33*z): Topographic factor at elevation 0.33*z = 1.00 Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z)]^0.5 = 175.00 mph Net Wind Pressures on Walls (Table 27.6-1) Wall Pressures do not Include effect of internal pressure MWFRS-Wall Pressures for Wind Normal to 15.5 ft wall L/B = 1.46 ph: Net Pressure at top of wall (windward + leeward) = 36.38 psf p0: Net Pressure at bottom of wall (windward + leeward) = 36.38 psf ps: Side wall pressure acting uniformly outward = .59 * ph = 21.33 psf pl: Leeward wall pressure acting uniformly outward = .33 * ph= 11.97 psf pwh: Windward wall pressure acting uniformly outward = ph-pl = 24.40 psf pw0: Windward wall pressure acting uniformly outward = p0-pl = 24.40 psf L_!J MWFRS-Wall Pressures for Wind Normal to 22.67 ft wall L/B = 0.68 ph: Net Pressure at top of wall (windward + leeward) = 38.70 psf p0: Net Pressure at bottom of wall (windward + leeward) = 38.70 psf ps: Side wall pressure acting uniformly outward = .54 * ph = 20.90 psf pl: Leeward wall pressure acting uniformly outward = .38 * ph= 14.71 psf pwh: Windward wall pressure acting uniformly outward = ph-pl = 23.99 psf pw0: Windward wall pressure acting uniformly outward = p0-pl = 23.99 psf See Fig 27.6-2 for Parapet wind Wall Pressures See Table 27.6.1 Roof Pressures See Table 27.6-2 Mean roof ht. Wind ...--> 8 h Plan ...... Elevation Net Wind Pressures on Roof (Table 27.6-2): Exposure Adjustment Factor Zone Load Casel Load Case2 ---- Psf ---------- psf ---------- 1 .00 .00 2 .00 .00 3 -36.05 .00 4 -32.18 .00 5 -26.37 .00 Note: A value of 10' indicates that the zone/load case is not applicable. Flat Roof Roof Overhang Loads (Figure 27.6-3): Load Case 1: Povhl: Overhang pressure for zone 1 Povh3: Overhang pressure for zone 3 Load Case 2• Povhl: Overhang pressure for zone 1 Povh3: Overhang pressure for zone 3 Roof Cdc C nrr"itrr rrnrit rn1,1.. ;I'mi S I L)r ! i PI ' Wind Dircc im 1 _ .00 psf _ -27.03 psf _ .00 psf _ .00 psf . . .... ...... ...... .... ...... ••.•.• . . • . ...... . • • 000 0 • oc� MECAWind Version 2.1.0.6 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2015 www.mecaenterprises.com Date 9/6/2015 Project No. Company Name Designed By Address Description City Customer Name State Proj Location File Location: C:\WORK\MY PROJECTS\2015\(15018) Smith -Gillespie Residence\CALC\WIND FOR TRELLIS.wnd a 3L-2----2- 3 Roof not shown 2; 1 1 ;2 4 4 ' 5 �; a 3 - 2 ----2- 3 WAS Gable Roof 0 <= "t a a 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 ft Description Width Span Area Zone Max Min Max P Min P -------------------------------------------------------------------------- ft ft ft^2 GCp GCp psf psf 10SF 2.00 5.00 10.0 1 0.30 -1.00 19.17 -47.12 10SF 2.00 5.00 10.0 2 0.30 -1.80 19.17: -11.06 lOSF 2.00 5.00 10.0 3 0.30 -2.80 19.17 119!00 lOSF 2.00 5.00 10.0 2H 0.30 -1.70 16.00••Ag7!88 10SF 2.00 5.00 10.0 3H 0.30 -2.80 16.000A211!81 25SF 5.00 5.00 25.0 1 0.26 -0.96 17.58.•�•45i53 25SF 5.00 5.00 25.0 2 0.26 -1.52 17.58 ••67.94 25SF 5.00 5.00 25.0 3 0.26 -2.12 17.58•••9ig98 25SF 5.00 5.00 25.0 2H 0.26 -1.66 16.00•.166'29 25SF 5.00 5.00 25.0 3H 0.26 -2.00 16.00..v$Q.03 50SF 5.00 10.00 50.0 1 0.23 -0.93 16.38: -t4:33 50SF 5.00 10.00 50.0 2 0.23 -1.31 16.38. -5;.53 50SF 5.00 10.00 50.0 3 0.23 -1.61 16.38•.�'/1,-55 50SF 5.00 10.00 50.0 1 0.23 -0.93 16.38 -44.33 50SF 5.00 10.00 50.0 1 0.23 -0.93 16.38 -44.33 100SF 10.00 10.00 100.0 1 0.20 -0.90 16.00 -43.13 100SF 10.00 10.00 100.0 2 0.20 -1.10 16.00 -51.11 100SF 10.00 10.00 100.0 3 0.20 -1.10 16.00 -51.11 100SF 10.00 10.00 100.0 1 0.20 -0.90 16.00 -43.13 100SF 10.00 10.00 100.0 1 0.20 -0.90 16.00 -43.13 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc:.00256*V^2*Khcc*Kht*Kd = 39.93 psf . . .... .....• .. .. . ...... .... ...... ...... .. .... .... .... . . .... .... Gore. ...... .. . ..... . . . . 00000 .. . ...... . . . . .... • . Engineering, EnInc �Skyg_d /r�J /+ /!��`/7�'���(/"�'p�`" rmt�7m R11N iR -� 1A ® JOB: 1+:.- �`3 r �' , J J'qJ CA No. 29652 www.skymd(eng.com SHEET No.: OF EMAIL: aimee@skyrockeng.com CALCULATED BY: ,/4� DATE: 1 Phone: 786 285 7157 Fax: 305. 258 3345 (Coo� 1) ( 5, 3 .3-3-(3) (-� - E� '45�'6-oj -3oA o t�( 1 IN JOB: ineerin Inc�' gem �s s_� JOB: CA No. 29652 www.skyrockeng.com SHEET No.: OF EMAIL: aimee@skyrockeng.com CALCULATED BY: %Z DATE: Phone: 786 285 7157 Fax: 305. 258 3345 3 W 2-1 rz1 ,�, R -bL �� 1,5 c> 64 3 -3) ( 1... 5) = I!, s � - �, 14. > /�, 7.::::• ..... ... ... . 60000 .... . .... ... ..... ...... ..... . . ..... • • w Miami Shores Village Building Department 10050 N. E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by to perform special inspector services under the Florida Building Code at the 358 NE 101ST STREET, MIAMI SHORES, FLORIDA project on the below listed structures as of 8-15-15 (date). I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: RC15-1723 ❑ SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2.4.2) SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2) ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 (R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12 (R4405.9.12) ❑ SPECIAL INSPECTOR FOR Note: Only the marked boxes apply. The following individual(s) employed by this firm or me are authorized representatives to perform inspection 1. Aimee Rodriguez 2. 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES • • • • • • Fundamental Examination; or registration as building inspector or general contractor. .'. 6000 I, (we) will notify Miami Shores Village Building Department of any changes regarding authorized personoolapWorming iwjW- i6n services. 000000 • I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location Ofht site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as a* g aired by the oida Building Code, must be performed by the County. The Village building inspections must be called for on *lr;a* *&tory inlcpeoti8ss. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory insgeAins •performeTby the Department. Further, upon completion of the work under each Building Permit I will submit to the Buildirp Inspector at the tl me of final inspection the completed inspection log form and a sealed statement indicating that, to the best of ply knowledge ,.s%eliaf6d professional judgment those portions of the project outlined above meet the intent of the Florida Nlging;Code a%d arrerin substantial accordance with the approved plans. • Signed and Sealed Engineer/Architect Nagle AIMEE RODRIGUEZ (PRINT) Address 12413 SW 220 STREET, MIAMI, FL. 33170 DATE: 6-1 -15 Phone No. 786.285.7157 Created on 6/10/2009 . . ... . . • ••• ........... . .......... . • �SNORHsti Miami Shroresl/ilfige • ... 7BY: EP Y � Building Department 2015 I1 Miami Shbreg P`L g31A901 �� :• 305-795-22d4 •/ F;2t 305g-Z56;8972 ; • • • NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING M)t-% :'- I (We) have been retained by Scdd' S Mto'perform 6paciJ4wpectbr services under the Florida Building Code 5th Edition (2014) and Miami Dade County Administrative Code at the 3S$ t�G 1D1s� SI project on the below listed structure as of G 11s 115 (date). I am a registered architect/professional engineer licensed in the State of Florida. Process Number: .-P 5 i —rZ11 _ Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 51h Edition (2014) _ Miami Dade County Administrative Code, Article 11 Section 8-22 Special Inspector for 0 ,A Trusses > 35 ft. long or ti ft. high T, , �1 t 4i I Framingand Connections welded or � St el bolted VSoil Compaction Jul, Precast Attachments SOB A� _ Roofing Applications, Lt. Weight. Insul.Conc.r all Other Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perfor inspection* 2 � fa "C41iG�C. I . -bad S_ic i 4. oto� ©Cr V C 3. 1 f� t Ct.otr. k OPY "Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or liccnsure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engincer or architect: graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEL-'S Fundamentals Examination; or registration as building inspector or -,eneral contractor. I (we) will notify tite Miami Shores Building Department of any changes regarding authorized personnel performing inspection services. 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 r at the tithe of the final inspection the completed Building Permit, I will submit to the Building Inspecto inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the `0T.1 �I�tS'► outlined above meet the intent of the Florida Building tans. Code an substantial accordance 1 F O'K VIP. Engineer/Architect cetkt, `i1 1 ne Se• ed : �? GJ13� Date: _�=► (15_�15 _ = ND' * : UJ er r • ` FLO \pQ',�� ' 9• %��FSS I ON P���`. a11uu1a0 G ilbe -ko Print ss \2aua wow - A-%C,\ euh G �SKK"•h Miami �h©re's:ili�ac,'e • • • ••• • T Building p�p�r�n>regt :.:. 10050 NE 2nd Ave. ;� Miami Shores, FL 33138 ••• 305-795 2zA4 /fax-i05;7.56;89t2 ;• NOTICE TO MIAMI SHORES BUILD[WDEPARTM' NT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. .. • . . .. ... .. I (We) have been retained by 5Let `. tQ p@rfJg-fspPCial insaector services under the Florida Building Code 51h Edition (2014) and Miami d%Cbulty:Aftlhi*r*i*,QotAat the �✓_0 I\l.0 17�ST ^� project on the below listed structure as of (date). I am a registered architect/professional engineer licensed in the tate of Florida. Process Number: l<; - !zn Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 5th Edition (2014) _ Miami Dade County Administrative Code, Article II Section B-22 Special Inspector for _ Trusses > 35 ft. long or 6 ft. high Steel Framing and Connections welded or bolted _ Soil Compaction _ Precast Attachments Roofing Applications, Lt. Weight. Insul.Conc. _ Other Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform inspection* 1. 2. 3. 4. *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect: graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. I (we) will notify the Miami Shores Building Department of any changes regarding authorized personnel performing inspection services. I (we), understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores Building Department .Inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections performed by the department. Further, upon completion of work under each Building Permit, 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 professional judgment hose portions of the project outlined above meet the intent of the Florida Building Code and ogre in sub �ta ti cordance with the approval plans. 1\ Engineer/Architect 1 Name V( � fz-- U, Myt, Sign nd Print Date: ij Address 3:10 Nie 0),;7r V2F. G1 • • • • • • • • • • - Al ••• • ••• • • • •• • • •• • • f • • • • ••• • ••• •• • •• ••• •• • • • •• • - 1 C4 T 91 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-249247 Scheduled Inspection Date: December 15, 2015 Inspector: Rodriguez, Jorge Owner: SMITH, PATRICE AND SCOTT Job Address: 358 NE 101 Street Miami Shores, FL 33138- Project: <NONE> Contractor: JMEC CONSTRUCTION, LLC Building Department Comments Permit Number: RC-7-15-1723 Permit Type: Residential Construction Inspection Type: Foundation Work Classification: Addition/Alteration Phone Number Parcel Number 1132060135280 Phone: (954)410-4695 ADDITION OF COVERED TERRACE & PERGOLA AT Infractio Passed Comments REAR OF HOUSE. ADDITION OF COVERED ENTRANCE. INSPECTOR COMMENTS False CONVERSION OF EXISTING BATHROOM INTO CABANA BATH Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-238739. Missing compaction _�w And termite Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. December 14, 2015 For Inspections please call: (305)762-4949 Page 38 of 43 KEANE SOIL PRETREAT & COMPACTION, INC. (954) 462-0607 Notice of Preventative Treatments for Termites (As required by Florida Building Code (FBC) 109.2.2) Address of Treatment 1 -1 o;oea d • D Time A plicator Pro4dit used Chemica used Gallons applied �,— D Percent o entrati Area treated linear feet treated Stage of treatthent As per 109.2.2 —If soil chemical method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. If this notice is for the final exterior treatment, initial and date this line