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CC-15-1067 41 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-234074 Permit Number: CC-5-15-1067 Scheduled Inspection Date: July 09, 2015 Permit Type: Commercial Construction Inspector: Rodriguez, Jorge Inspection Type: Final Owner: CONDOMINIUM, MIAMI SHORES Work Classification: Repair Job Address:9022 NE 8 Avenue Miami Shores, FL Phone Number Parcel Number 1132060420110 Project: <NONE> Contractor: PG RESTORATION COMPANY Phone: (561)328-9949 Building Department Comments FIX DAMAGE SOFFIT Infractio Passed Comments INSPECTOR COMMENTS False I Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. July 08,2015 For Inspections please call: (305)762-4949 Page 7 of 27 i AMERICAN SOCIETY NATIONAL SOCIETY OF OF CIVIL ENGINEERS n. ox. PROFESSIONAL ENGINEERIE NATIONAL ACADEMY / ,! •7 FLORIDA ENGINEERING OF BUILDING INSPECTION CONSULTING ENGINEER SOCIETY ENGINEERS PROFESSIONAL BUILDING INSPECTION 12420 S.W. 75th AVE.,/MIAMI, FLORIDA 33156 TELEPHONE: (305)378-1244 Established 1976 26 June, 2015 Village of Miami Shore Building Department CC-5-15-1067 10050 N.E. 2nd Avenue 9022 N.E. 8th Avenue#3K Miami Shores, Florida 33138 P.G. Restoration Dear Building Official I, J.N. Sheingold, P.E., having performed and approved the required inspections, hereby attest that to the best of my knowledge and belief, the repairs to the exterior mansard soffit complies with the permitted documents. I also attest to the best of my knowledge and belief, the approved permit plans represent the as-built condition of the structural and envelope components of said structure". This document is being prepared in accordance with Section 105 of the 2010 Florida Building Code and is being submitted to the Village of Miami Shores building department at the time of final inspection for the above referenced structure. Should you have any further questions or need any additional information, please do not hesitate to contact me. 4nrely: ingold, P.E. 21181 Perm#No. qC-6 -10 67 `SyORES y'` Miami Shores Village - f 17tt T, i i tmE"61 onstruct on 10050 N.E.2nd Avenue NEe', .R$�air - Miami Shores, FL 33138-0000 "PermitStatus:APPRdVED Phone: (305)795-2204 �"torci"vA , Expiration: 12/09/2 15 Issue mate:6/12/2t�i�;: P. Project Address Parcel Number Applicant 9022 MlamiNShOreS FL Block Lot: 110 MIAMI SHORES CONDOMINIUMM g Owner Information Address Phone Cell .,.. .. MIAMI SHORES CONDOMINIUM 9022 NE 8 TH AVE MIAMI SHORES FL 33138 Contractor(s) Phone Cell Phone $ 4,690.00 PG RESTORATION COMPANY (561)328-9949 (561)662-4689 E Valuation: 1 Total Sq Feet: 400 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved: : In Review Final Date Denied: Review Building Type of Construction: FIX DAMAGE SOFFIT Occupancy Load: Review Building Stories: Exterior: Review Building Front Setback: Rear Setback: Review Structural Left Setback: Right Setback: Review Structural Plans Submitted:Yes Certification Status: Certification Date: Additional Info: Bond Return : Classification:Commercial Scannin :3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.00 Invoice# CC-5-15-55439 DBPR Fee $225 05/05/2015 Credit Card $50.00 $ 161.50 DCA Fee $2.25 Education Surcharge $1.00 06/12/2015 Check#:3196 $ 161.50 $0.00 Permit Fee $150.00 Plan Review Fee(Engineer) $40.00 Scanning Fee $9.00 Technology Fee $4.00 Total: $211.50 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELEC PLUMBING,MECHANICAL,WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS FI certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construc i Futhermore, I authorize the above-named contractor to do the work stated. June 12, 2015 A ri Signature:Owner / Applicant / Contractor / Agent Date Buil ing Department Copy June 12,2015 1 Miami Shores Village AY o5 Building Department By. MAY 2015 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FFBC 20 BUILDING Master Permit No.( L PERMIT APPLICATION Sub Permit No. OBUILDING ❑ ELECTRIC ROOFING REVISION ❑ EXTENSION DRENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 9022 NE 8th Ave. Miami Shores FL 33138 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-3206-042-0001 Is the Building Historically Designated:Yes NO x Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): Miami Shores Condo Ass. Phone#: Address:9022 NE 8th Ave. City: Miami Shores State: Florida Zip: 33138 Tenant/Lessee Name: Phone#: Email: (2;�N I� jG 5 CONTRACTOR:Company Name: PG Restoration Company Phone#: 561-328-9949 Address: 452 Fontana Dr. City: Lake Worth State: FL Zip: 33461 Qualifier Name: Blas Puentes Phone#: 561-662-4689 State Certification or Registration#: CGC 1511335 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$4,690.00 (�Sq�uar 'inear Footage of Work: 406) Type of Work: ❑ Addition ❑ Alteration ❑ New ❑■ Repair/Replace ❑ Demolition Description of work: Fix damaged soffit Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) c � 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 COMMENCEMENVIR 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 r ' ection fee will be charged. Signature Signature e,3,Z OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 by _ e) day of ./ 20_(ZJ by �p�known L 1(47 /( Pz' l �� Y --._ -�./ w is ersonall tt� ,who is Hall known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Pr W6 Pri ! lG -- JASON SCHGENHGLTZ nva•. Seal ,2�`P �e% Seal JASGN SCHGENHGLTZ c o- Notary Public-State of Florida ,P ?�9., •_My Comm.Expires Dec 14,2015 Notary Public-State of Florida Commission#EE 153231 : My Comm. Expires Dec 14,2015 -N,a Commission #EE 153231 Bonded Through National Not r Assn. = r e **** *********************** ** , 'tt��k*�li� �1�f1`� �f� t16fi�11tP[SPSi�i �4i� ********* APPROVED BY f - Plans Examiner Zoning • � I Structural Review Clerk (Revised02/24/2014) AMERICAN SOCIETY NATIONAL SOCIETY OF OF CIVIL ENGINEERS n. �+. PROFESSIONAL ENGINEER: NATIONAL ACADEMY / G FLORIDA ENGINEERING OF BUILDING INSPECTION CONSULTING ENGINEER SOCIETY ENGINEERS PROFESSIONAL BUILDING INSPECTION 12420 S.W.75th AVE.,/MIAMI, FLORIDA 33156 TELEPHONE: (305)378-1244 Established 1976 23 March, 2015 Village of Miami Shores Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Att: Building Official Dear Sir: We have been retained by the Miami Shores Condominium Association, 9022 N.E. 8th Avenue, Miami Shores,to provide special inspector services as defined in section 105 of the F.B.C. 2010 edition. The repairs are to be performed by a contractor selected by the Association. The repairs will consist of the following: 0000 0000 0000;. 1. Replacement of the damaged exterior mansard soffit for unit#31�• • 0000 - 2. Reinforcement of damaged mansard truss chords. •••• 0000:. .00.00 0.000. 0000.. Area of repair is shown on attached site plan • 0000 ' • '0000 0000. 00 0000 0000. 00.. Repair Procedure-Structure • ' .••••• 0000.. 1. All work to comply with the 2010 Florida Building Code, ChapterZ5 To;HVU.:. • and ASTM C-931 for exterior soffit. 0000.. 2. All replacement drywall to be two (2) layers of 5/8 inch Type X, installed in '..' • accordance Chapter 25, Table 2506.2. 3. Provide reinforcement to individual truss members damaged in excess of 15%. Use #1 SP (Fb=1050 psi). Secure with 10d nails at 8 inches on center. Engineer- of-record to inspect members prior to concealment with soffit material. 4. Finish texture and paint to match existing. A work log will be maintained and a letter of final acceptance will be submitted upon completion of the work. inc ely eingold, P.E. 21181 Georgia-Pacific DensGlass® Technical Service Hotline 1.800.225.6119 or Sheathing www.gpgypsum.com Manufacturer When DensGlass Sheathing panels are used in slanted wall applications,that portion Georgia-Pacific Gypsum Georgia-Pacific Canada of the wall must be temporarily protected from the elements.Do not allow water 133 Peachtree Street 2180 Meadowvale Boulevard,Suite 200 to pond or settle on sheathing.Also,exposed wall ends must be covered to Atlanta,GA 30303 Mississauga,ON L5N 5S3 prevent water from infiltrating the cavity. Technical Service Hotline:1-800-225-6119 Georgia-Pacific Gypsum does not warrant and is not responsible or liable for the Description performance of the cladding or exterior systems applied over DensGlass Sheathing. DensGlass'Sheathing is a gypsum panel made of a treated,water-resistant The suitability and compatibility of any system is the responsibility of the system care,surfaced with fiberglass mats and a GOLD colored primer coating.Providing manufacturer or design authority. superb protection from the elements,DensGlass Sheathing is resistant to Do not laminate masonry surfaces to DensGlass Sheathing;use furring strips or delamination and deterioration due to weather exposure—even during construction framing. delays that last as long as twelve months after installation and are backed by a DensGlass Sheathing is not intended for roof applications.For roof applications, limited warranty against delamination and deterioration for up to 12 months of consult our DensDeck®Roof Board brochure. •••• exposure to normal weather conditions.*DensGlass Sheathing panels are also • • • mold-resistant,and have scored a 10,the highest level of performance for mold DensGlass Sheathing is not intended forinterior cir exterior t11gdp�lications.TAF";• resistance under ASTM D3273 test method. interior tile applications,consult our Dens"eld®'file Bacl 011rV%re. • . .. . DensGlass Sheathing exhibits a dimensional stability that assures resistance to warping, DensGlass Sheathing should not be useMn�iauo T plywood;tere required.. 0000:• 00 rippling,buckling and sagging for a flat and even substrate and is noncombustible Do not apply DensGlass Sheathing below gr; . 0 • :0.0.. • :•••• as defined and tested in accordance with ASTM E136 or CAN/ULC S114.Since For all installations,design details such asfaslaners,sealartZsOapdAontrol joj�ys0•• DensGlass Sheathing strong f both directions,it may be installed either per system specifications must be prop4r jWstdll8d.Opening%ani penetratiprys:••• assemblyy installation instructions).parallel perpendicular to wall framing members(always follow specific must be properly flashed and sealed.Fa Ju4eti y6so will lojnt%%qarranty.,.0 0 0 0 Do not use DensGlass Sheathing as a baso"nailing or mechanical fastening. •' Primary Uses Fasteners should be flush to the face of:he board not couptersu4. • Because of the superior performance of DensGlass Sheathing,it is specified for 0 0 0.0 0 """ exterior walls,ceilings and soffits in a wide variety of applications.These include Technical Data 0 ••f� • • 0 exterior insulation and finish systems(EIFS);cavity brick or stone veneer applications; DensGlass Sheathing is noncombustible ae olescrIed and tested im accorda4e'•'; cladding such as wood siding,vinyl siding,composition siding,wood shingles, with ASTM El 36 or CAN/ULC S114. '000 shakes,conventional stucco systems,plywood siding panels;and interior finish DensGlass Sheathing exceeds ASTM C1396 sheathing standards for humidified systems that require a substrate panel with superior fire and moisture resistance. deflection by a factor of 10 in tests over the standard for regular gypsum sheathing. For EIFS applications,DensGlass Sheathing is an ideal substrate for adhesive or 5/8"05.9 mm)DensGlass®Fireguard®Sheathing is UL and ULC classified Type DGG. mechanical application of expanded polystyrene or extruded polystyrene insulation, DensGlass Sheathing is manufactured to meet ASTM C1177. and is recommended in all climate zones. Manufacturers of water and air resistive barriers,which include attached flexible Flame spread and smoke develop rating of 0/0 when tested in accordance with membranes,self-adhered membrane and liquid applied,have found DensGlass ASTM E84 or CAN/ULC S102. Sheathing to be a suitable substrate for their systems. Handling and Use—CAUTION DensGlass Sheathing is an ideal product for exterior ceilings and soffits for bath This product contains fiberglass facings which may cause skin irritation.Dust cold and warm climate zones.It resists sagging,even under exceptionally humid and fibers produced during the handling and installation of the product may conditions.Panels are applied directly to structural framing.Surface and joints cause skin,eye and respiratory tract irritation.Avoid breathing dust and mini- may be finished and painted,or surfaced with an exterior finish system. mize contact with skin and eyes.Wear long sleeve shirts,long pants and eye protection.Always maintain adequate ventilation.Use a dust mask or NIOSH/ Limitations MSHA approved respirator as appropriate in dusty or poorly ventilated areas. DensGlass Sheathing is resistant to normal weather conditions,but it is not intended for immersion in water.Cascading roof/floor water should be directed away from Material Safety Data Sheet(MSDS)is available at www.buildgp.com/safetyinfo the sheathing until appropriate drainage is installed. or call 1-404-652-5119. Avoid any condition that will create moisture in the air and condensation on Product Data DensGlass Sheathing.The use of forced air heaters creates volumes of water Thicknesses:1/2"(12.7 mm);5/8" (15.9 mm)is Type X(ASTM C1177) vapor which,when not properly vented,can condense on building materials. Width:4'(1220 mm)standard,tolerance up to t 1/8"(3.2 mm) The use of these heaters and any resulting damage is not the responsibility of Lengths:8'(2438 mm),9'(2743 mm)or 10'(3048 mm)standard Georgia-Pacific Gypsum.Consult heater manufacturer for proper use and ventilation. Edges:Square *For complete warranty details,visit www.gpgypsum.com. continued—► Submittal Job Name Approvals Contractor Date Aitk Georgia-Pacific De nsG lass® Technical Service Hotline 1.800.225.6119 or Sheathing www.gpgypsum.com Physical Properties r• DensGlass" Fireguard' Sheathing Width,nominal 4'(1219 mm) ± 1/8"(3 mm) 4'(1219 mm) ± 1/8"(3 mm) Length,standard B'(2440 mm),9'(2743 mm), 8'(2440 mm),9'(2743 mm), 10'(3048 mm), ± 1/4"(6 mm) 10'(3048 mm), ± 1/4"(6 mm) Weight,nominal,lbs./sq.ft.(Kg/m1) 1.9(9) 2.502) Edges Square Square Bending radius' 6'(1829 mm) 8'(2438 mm) Racking strength',lbs./ft.(dry)(N/m),Ultimate-not design value >540(7878) >654(9544) Flexural strength'",parallel,Ibf.(N),4'weak direction 280(356) 2100(445) Compressive strength min.500 psi(3445 kPa) min.500 psi(3445 kPa) 0000 Humidified deflection'4 <2/8"(6 mm) <1/8"(3 rlm) + 0000 ••••+• • Permeance2,Perms(ng/Pa•s•m2) >23(1300) >17(970) '• • •••• •• R Value',ft'-'F-hr/BTU(mT•K/W) .56(0.099) .67(0.118••i• • • "•'•• Combustibility' Noncombustible Noncombustible�• :,..,; Linear expansion with moisture change,in/in%RH(mm/mm%RH)9 6.25 x 10-6 6.25 x 10• • • • Surface burning characteristics per ASTM E84 or „•, • •• • • ••• CAN/ULC S102:flame spread/smoke developed 0/0 0/0 • • • • • Coefficient of thermal expansion, 8.5 x 10-6 8.5 x 10-6• ••• s • in/in/°F(mm/mm/°C) (15.3 x 10-6)9 (15.3 x 10.61 • • •, •••••• • • 'Tested in accordance with ASTM 0473 'Double fasteners on ends as needed • • • 2 Tested in accordance with ASTM E96(dry cup method) 6 Tested in accordance with ASTM E72 • • •••••• 'Tested in accordance with ASTM C518(heat flow meter) 'As defined and tested in accordance with ASTM E136 or CAN/ULC S114 • • • 4 Specified values per ASTM C1177 6 As stated by Gypsum Association GA-235 •• • 8 Tested in accordance with ASTM E228-85 TRADEMARKS Unless otherwise noted,all trademarks are owned by or licensed to Georgia-Pacific A.S6eorgia-Pacific Gypsum LLC. Gypsum WARRANTIES,REMEDIES AND TERMS OF SALE For current warranty information for this product,please go to www.gpgypsum.com and select the product for warranty information.All sales of this product by Georgia-Pacific are subject to our Terms of Sale available at www.gpgypsum.com. U.S.A. Georgia-Pacific Gypsum LLC UPDATES AND CURRENT INFORMATION The information in this document may change without Georgia-Pacific Gypsum II LLC notice.Visit our website at www.gpgypsum.com for u Canada Georgia-Pacific Canada LP gpgyp dates and current information.p SALES INFORMATION AND ORDER PLACEMENT CAUTION For product fire,safety and use information,go to www.buildgp.com/safetyinfo U.S.A. West: 1-800-824-7503 or call 1-800-225-6119. Midwest: 1-800-8764746 FIRE SAFETY CAUTION Passing a fire test in a controlled laboratory setting and/or certifying or South Central: 1-800-231-6060 labeling a product as having a one-hour,two-hour,or any other fire resistance or protection rating Southeast: 1-800-327-2344 and,therefore,as acceptable for use in certain fire rated assemblies/systems,does not mean that Northeast: 1-800-9474497 either a particular assembly/system incorporating the product,or any given piece of the product CANADA Canada Toll Free:1-800-387-M itself,will necessarily provide one-hour fire resistance,two-hour fire resistance,or any other Quebec Toll Free:1-800-3614M specified fire resistance or protection in an actual fire.In the event of an actual fire,you should TECHNICAL INFORMATION immediately take any and all actions necessary for your safety and the safety of others without U.S.A.and Canada:1-800-2254119,www.gpgypsum.com regard for any fire rating of any product or assembly/system. ©2014 Georgia-Pacific Gypsum LLC.All rights reserved.1/14.GP-TM Lit.Item#532250. f some well Miami Shores Village MAY ® � �o» Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 BY' 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 19 . to perform special inspector services under the Florida Building Code at the project on the below listed structures as of (date).I am a registered architect or professional engineer licensed in the State of Florida. ••• •• .PROCESS WWBERS: •• ; ;1 ESPECIAL INSPECTOR FOR PILING,FBC 1822.1.20(R4404.6.1.20) • ••!i••6PECIAL INSPECTOR FOR TRUSSES>35'LONG OR 6'HIGH 2319.17.2.4.2(R4409.6.17.2.4.2) • • ••• •• :o E e-6PECIAL INSPECTOR FOR REINFORCED MASONRY,FBC 2122.4(R4407.5.4) • SPECIAL INSPECTOR FOR STEEL CONNECTIONS,FBC 2218.2(R4408.5.2) •••••• .... ..7.• SPECIAL INSPECTOR FOR SOIL COMPACTION,FBC 1820.3.1(R4404.4.3.1) • '....' ; •6PECIAL INSPECTOR FOR PRECAST UNITS& ACHMENTS,FBC 1927.12(R4405.9.12) ""; • ••3 SPECIAL INSPECTOR FOR+' '�T ��`^ ••, IVoto!Daly thdWRRd boxes apply. die fob wingilidivi8ual(s)employed by this firm or me are authorized representatives to perform inspection• 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program;successful completion of the NCEES Fundamental Examination;or registration as building inspector or general contractor. I, (we)will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I, (we)understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County.The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. ne Sealed Engineer/Arc itec Name (PRINT) AddresslZ�b 2`� Phone No Created on 6/10/2009 . 1 AMERICAN SOCIETY NATIONAL SOCIETY OF OF CIVIL ENGINEERS rJ� I?�1� S/_ ,� �� PROFESSIONAL ENGINEER; NATIONAL ACADEMY % `IGGI . FLORIDA ENGINEERING OF BUILDING INSPECTION CONSULTING ENGINEER SOCIETY ENGINEERS PROFESSIONAL BUILDING INSPECTION 12420 S.W.75th AVE.,/MIAMI, FLORIDA 33156 TELEPHONE: (305)378-1244 Established 1976 23 March, 2015 Miami Shores Village 10050 N.E. 2nd Avenue • "Mi Shores, Florida 33138 • .. •••••• 'Atf-building Oficial Ref: 9022 N.E. 8th Avenue • ' Miami Shores, Florida ...... . .. .. .. ..... ... . ... �, N. SheingW, P.E. have prepared the repair plans and specifications to correct the ••••; •9twtural deficiencies for the above referenced condominium building. Please be advised ••• •that the world as-described will not reduce the structural strength or the stability of the ;01h ture, 61 MY individual member, thereof as per FBC 2010 Section 506.2.4, 1.2. The •••••• rtrctural r@paii are less than 25% of the replacement value of the building. Structural •damage does not exceed 50% of the market value (FBC Existing Building section 202). S erely J.N. ' gold, P.E. 21181 AMERICAN SOCIETY NATIONAL SOCIETY OF OF CIVIL ENGINEERS �/_, ��. PROFESSIONAL ENGINEER; NATIONAL ACADEMY dI�GO FLORIDA ENGINEERING OF BUILDING INSPECTION CONSULTING ENGINEER SOCIETY ENGINEERS PROFESSIONAL BUILDING INSPECTION 12420 S.W.75th AVE.,/MIAMI, FLORIDA 33156 TELEPHONE: (305)378-1244 Established 1976 23 March, 2015 Village of Miami Shores Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Att: Building Official dear Sir: 00•" " Eve been retained by the Miami Shores Condominium Association, 9022 N.E. 8th M% . 0000 •;•••• e, Miami Shores, to provide special inspector services as defined in section 105 of •' the F.B.C.'2 M;dition. The repairs are to be performed by a contractor selected by the 0000.. . ; *S*. iatio;li% 6 repairs will consist of the following: 0.00.0 0000. 0000 0000 0000.. •••••• ••14oplacement of the damaged exterior mansard soffit for unit#3K "'••• Area of repair is shown on attached site plan 0000.. .. • • 0000.. • 0000 .. •••••• 0 Re>eair P;odedDtre-Structure 0000 I. All work to comply with the 2010 Florida Building Code, Chapter 25 for HVHZ and ASTM C-931 for exterior soffit. 2. All replacement drywall to be two (2) layers of 5/8 inch Type X, installed in accordance Chapter 25, Table 2506.2. 3. Finish texture and paint to match existing. A work log will be maintained and a letter of final acceptance will be submitted upon completion of the work. I rheyingold, P.E. 21181 MAY 0 5 ?A15 DRYWALL SOFFIT REPLACEMENT OFco B ' EXTERIOR TERRACE OF APARTMENT 3K FOR: t 11 y t 1 tT, ti! ,x THE SHORES APARTMENTS a 9022 NE 81h AVENUE MIAMI SHORES,FLORIDA 33138 o, b ;. ft's' •�, .. 2y x t .� >< r :• ► � .`. `� . ,: r .': 1 .r ENGINEERING: I r k 4 t ... �..': ..:-: .✓ . :.: .. . . ,. ,.'1 : J.N.SHEINGOLD P.E. PHONE:305 3781244 I m 1p 12424 SW 75 AVENUE FAX:305 253 4455 I -------------- "d - i ,. ! _ t I t MIAMI,FLORIDA 33156 L '71 !* t�ot{ # r ... CONSULTING ENGINEERS-GENERAL CONTRACTORS cli t •'"F" '. I c•I i J y p-•y R lF r i f l� { f i PERIFESI$NAL BUILDING INSPECTION,EST.1976 m tcl o _ •:G:7 rr...w ,; _� '7L � ai"",t''�= �{�lfif'.-.t M£91sh St 9' �.... r 7i'^ ka ( `• - "A7 Z � o W • •• 'i' - !SFrAMiS •`;iw +. x ,'',. ::.. - 1 -- tdf3rsft Al NE 9.rd S. 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N.T.S. ?or opt 1w&w-►f w'( _ Z7�..Is 1 3 r-------------- 1 � � 1 � A i 1 i 1 4k --•Tom— � 4 04 ;f Toro -T.ftp• AREA OF WORK 1 ► l ti J / W..\.tcw.a rlj '�`"` IC /� is L-------- - I 1 i ( - ----------- -- --� ' REINFORCE t W • }_•j DAMMED MEMBERS N V' T.� 1. •1'1 �� 1' ____. W/p SP i`-:.1: i • II, ` (Fb-105'0 PSI)AS .02 i•1•M T.- ---- --- 6'-a------ - N sV Ln tf) I � p DAMAGED MEMBER O t Ir /R /1 SP v (2)NEW LAYERS REINFORCEMENT DRYWOF 1'ALL TYPE Ir _ \ ,}r f' ;�• � ;. F I 10d O i W W ... • 2 EXISTING PARTIAL NORTH ELEVATION 3 EXTERIOR SOFFIT REPAIR DETAIL •••�'•cf) • "`• 1.t 1/8" = 1'-0" t.t 3/8" = 1'-0" •;N1. *.* .••.• .• .:.•' ^-------3----------� •s • r • s•s• TeP sf PAMA�yu'7 2����01� 1 •. AREA OF WORKW 1 1.1 1 • • • Lit • • s • ••tea•• - - 1 aw _ 1 Wm cd t cc LL M j n 0 0 Q y - - - yy0 � m O � w Ir ~ ZZN � - t LL 0. t , ,P C Q N h— t0 0 C co I.Lr y • (4 Q y •� ljll ' � m 1 1 .s 1. �'.•f EA Z EA 9 H rn � I Lu „ T EXISTING EAST ELEVATION 1 • 1 1't 1/8" = 11-0" ' ---- - - ------------------- r_ ,�tlW T44— --BT ♦ M'w.v I cv • AREA OF WORKY�awrw � 8a�u1..7-• r» V + c y 1 0, 1p t'---------- Ji ------ —W e in 1.0 f ) (2) NEW LAYERS 'Q'' - i OF J" TYPE •,x., �a DRYWALL • .. �. , s-... •••••• • • • • r f _: w,ae W w tR • • • = f7 ot"•�7ua.s•r Z �7 •••••• � ••s •• • - - j _ ^it ••• .• •••• •••.••EXISTING PARTIAL NORTH ELEVATION 3 EXTERIOR SOFFIT REPAIRDETAIL •••••• N ^ .i• 1/8" = 1'-0" t.t 3/8° = 1'-0" N -------------------- ,- i 1 • .s• • _ AREA OF WORK 1 1.1 I w •i•••• s••• • •• •`r'OlP 'OF Pe,fL6}"1iE'T 2�l+tlG•11 _ � I � ••••• ITo+P day ¢sodted ,;.,� t �� � , � u o ar - , I W I �w my 'c o SIL}-X mei • r,` — N� OZt _ cc CC W CO o O a� WgWN �E. j zW 8S — E 4 tt t. W Efl .. • fit; - M < :" a)• ;t. O A 2 F7 Cf) Uri N• fL•to-c� _ EXISTING EAST ELEVATION