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RC-18-2100Miami Shores Village 10050 N.E. 2nd Avenue NE — Miami Shores, FL 33138-0000 Phone: (305)795-2204 �OR(Op' Permit NO. RC-8-18-2100 Permit Type: Residential Construction 'Pen' Work Classification: Alteration Permit Status: APPR{)VED Issue Date: 9/412018 1 Expiration: 03/03/2019 Project Address Parcel Number Applicant 126 NE 93 Street 1132060133130 Miami Shores, FL 33138- Block: Lot: PETER PIETRZKIEWICZ Owner Information Address Phone Cell PETER PIETRZKIEWICZ 1000 WEST Avenue MIAMI BEACH FL 33139- 1000 WEST Avenue MIAMI BEACH FL 33139- Contractors) Phone Cell Phone NSQUARE INC (239)514-1173 roved: In Review Valuation: $ 10,484.00 Total Sq Feet: 0 Date Approved:: In Review Date Denied: Type of Construction: INSTALL SMART JACK- SUPPLEME Occupancy: Duplex Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Yes Certificate Status: Certificate Date: Additional Info: INSTALL SMART JACK- SUPPLEME Bond Return : Classification: Residential Fees Due Amount CCF $6.60 DBPR Fee $4.72 DCA Fee $3.15 Education Surcharge $2.20 P&Z Review Fee $35.00 Permit Fee $314.52 Plan Review Fee (Engineer) $90.00 Scanning Fee $9.00 Technology Fee $6.60 Total: $473.99 Pay Date Pay Type Amt Paid Amt Due Invoice # RC-8-18-68468 09/04/2018 Check #: 6493 $ 423.99 $ 50.00 08/08/2018 Check #: 3320 $ 50.00 $ 0.00 Hvauauie Inspection Type: I Window Door Attachment Framing Insulation Drywall Screw Wlnaow and uoor t3UCK Fill Cells Columns Review Building Review Structural Review Planning Review Electrical Review Plumbing In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AVIT: certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construc ' n and g. thermore, I authorize thr-1- ove-named contractor to do the work stated. 2 �K-t `f-September 04, 2018 A d na ure: 0Aner / Applicant / Contractor / Agent Date Building Department Copy September 04, 2018 1 �,SN°R•q Miami Shores Village Building Department ,,. 10050 NE 2nd Ave. ORiDA Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by uyQo #+ke, T Ne . to perform special inspector services under the Florida Building Code d Miami Dad County Administrative Code at the on the Is�l�ed r ctu S of_• 3 ) . -16 i �C ) g project (date . I am a registered arch itect/professional engineer licensed in the State of Florida. Process Number: _ Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 5t^ Edition (2014) _ Miami Dade County Administrative Code, Article II Section 8.22 Special Inspector for _ Trusses > 35 ft. long or 6 ft. high _ Steel Framing and Connections welded or bolted _ Soil Compaction _ Precast Attachments _ Roofing Applications, Lt. Weight. Insul. Conc. Y Other < a_� uJTT.n .J( Note: Only the marked boxes apply. The following individual(s) employed by this firm or the is authorized representative to perform inspection* 1. 2. 3. 4. *Special inspectors utilizing authorized rcpresentatives 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 . Priq�ienal engineer or architect: graduation from an engineering education program in civil or structural engineering; graduation frog ap'aftbitectural education program; successful completion of the NCEES Fundamentals Examination; ...•. ePngii4ation as'buildfhg inspector or general contractor. ' • I (we� will noti'fythe Miami Shores Building Department of any changes regarding authorized personnel pe:fotwtmg iw� tlgddn services. • • . .. .Goes. ...e •• 'I.(AQ,*underaean!11bat a Special Inspector inspection log for each building must be displayed in a • convenient lg cal ion on the site for reference by the Miami Shores Building Department Inspector. All . • • • • matadatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores • • •Building DepartT nt .Inspections performed by' the Special Inspector hired by the owner are in addition to " • • • • Uhe mandatoN t'nspections performed by the department. Further, upon completion of work under each Bounding 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 kybstdtlfih1rao99rdance with the approval plans. FB Engineer/Architect Name MW ENGINEERING, INC. Signed ai}d e3led so.538 902 Nn§t Street, Suite 2 Date: �r m w = Address ;moo :• STAjER�OF Ph: 754-333-0877 �: Pompano Beach, FL 33060 e. FL O\•G� S / 0 N N Mark Weber, PE #53895 - Florida '"" MarkWeber(a@MWEngineerinR.ne* Model 288 SmartJack® System Typical Crawlspace Detail Detail Variations Existing Floc Joists Powers 14 Beam Top Plate Continuous over su Supplements! Girder Top { pP} 01.00' A8 Thread Rod (varies) PowerBrace"i Top Prate (SJ100ATR) 01,00' Ali Thread Rod Threaded (SJ288TPS4) (SJ100ATR) Insert Threaded Insert Must be fully engaged (SJ286TI) (SJ288TI) Z through the thickness of the threaded insert 0q ,eats PoweBrace- i. Bracket' T E 02.8V Tube wf # Nuts j aA `< A Field Cut to Length r, (SJTBTS4} ui (SJ288T36, SJ288T60, or SJ288T84) Cast Aluminum Base (SJFTGM) PowerBrace'" Butt Joint PowerBracerm 20 mil x 16" Square (Direct Contact within Bracket • Bottom Inert Membrane (d requried) 1.00" of Bracket Center) (SJ288TSBS4) Threaded Insert 01.00" All -Thread Rod X. (SJ288TI) (SJ100ATR) B P o Precast Bottom ConcretePlate (SJ288BP) Footing (SJ2888P) 'Existing,•'CIP¢Foo ° (design by others) ;+� r`• \ \ arc,'�`��w>'a�\\�.4�`§\''�`;'�,``, � � �: '�• Watt -Compacted Crushed Stone Crushed h/ •` f•`•j ar Recycled Conrrete Stone • +% • Crushed Stone `e\•./�A• by Contractor > Recycled Concrete t ���`•�1V\r , I icalIy 2'-0' SQ. x 2.0 DP. .`.�� f� / or Recycled Cuncrel Technical •%p9cifications 3J288TP (Top•@Late): • I/e"!e j.00" x 4.8o'6ASTM A 36 plate with *Of.500" x 0.;50 well x 1.375" long ASTM A53 • �Ctrado B confiMng ring. Allowable compression with sawn lumber girder = 4.2 k Allowable compression with structural steel girder = (will not govern) SJ288TPS4 (Top Plate): For use in combination with PowerBraceTA9 beams 3A6" x 3.00" x 6.00" ASTM A36 bent plate with 01.500" x 0.250" wall x 1.375" long ASTM A53 Grade B confining ring. Allowable compression = (will not govern) Chapter 4 Miscellaneous Structural Support Products SJ288TBBS4, SJTBTS4 (PowerBraceTm Bracket): For use in combination with PowerBraceTm beams. (2) -'A" x 4.50" x 5.00" ASTM A36 plates, 01.500" x 0.250" wall x 1.375" long ASTM A53 Grade B confining ring, (4) - 0 1/2" x 5.50" bolts with nuts. Allowable compression = 8.3 k SJ100ATR (All -Thread Rod): 01" x 8" long ASTM A 108 Grade 1018 all -thread rod with welded heavy hex nut. Yield strength = 70 ksi (min.), tensile strength = 85 ksi (min.). Allowable compression for system heights up to 9 feet = 11.0 k p 325 0 2014 Foundation Supportworkse, Inc. All Rights Reserved _„ SJ288TI (Threaded Insert): 03.00" OD x 1.00" thick machined and tapped insert, ASTM A108 Grade 1018. Yield strength = 56 ksi (min.), tensile strength = 90 ksi (min.). Allowable compression for system heights up to 9 feet = (will not govern) SJ288T36, SJ288T60, SJ288T84 (Tube): 02.875" OD x 0.165" wall x 36", 60", or 84" long field cut to length, ASTM A500 Grade C triple -coated in -line galvanized. Yield strength = 50 ksi (min.), tensile strength = 55 ksi (min.). Allowable compression for system heights up to 9 feet =11.0 k SJFTGM (Cast Aluminum Base): 0.85" x 12.00" square AISI/AA 356.0-T6 cast aluminum. Yield strength = 20.0 ksi (min), tensile strength = 30.0 ksi (min.). Allowable Capacity Allowable compression = 8.0 k SJ288BP (Bottom Plate): 1/4" x 3.50" square ASTM A36 plate and HSS 2.00 x 2.00 x 0.25 tube x 0.75" long ASTM A5 on Grade B. Allowable compression (when used against concrete with minimum f'c = 2,500 psi) = 10.7 k Precast Concrete Footing: Typical base dimensions approx. 12" x 12". Exact dimensions and capacities vary with manufacturer. Item purchased at local building supply center. The allowable system compression capacity of the assembled 288 SmartJack® system is limited to the least value of the component capacities used in the system assembly. The component capacities are listed in the technical specifications section. The allowable load applied to the SmartJack® system may be limited by the bearing capacity of the existing soil. The well -compacted crushed stone or recycled concrete base is a proven method to increase support for the higher bearing pressure condition immediately below the cast aluminum base or the concrete footing, and then to absorb and distribute lower pressures to the existing soils. Should settlement of the SmartJack® system occur, adjustments are made easily by extending the all -thread rod. The,6martJack® is designed to support axial compression loads only. The SmartJack® should n8;bQusedein applications where the system is intended to resist lateral loads. Corrosion:l*wCection ThEffUbe ste6tLad for the SmartJackO is manufactured with a triple -layer, in -line galvanized coating. •••• OT.4i.•s.00ating'^4ss consists of: (1) a uniform hot -dip zinc galvanizing layer; (2) an intermediate conversion goaA.hg to inhibit the formation of white rust and enhance corrosion resistance; and (3) a •Corgar *j2o .coating to further enhance appearance and durability. The inside of the pier tube alsb•has a girroich coating. *MV cast aluminum base is far less susceptible to corrosion than the steel components that surround it. There are, however, chlorides in some concrete that can be reactive with aluminum. It is recommended that a 20 mil x 16" square inert membrane be placed under the aluminum base to seperate it from recycled or poured concrete. Crushed limestone or other crushed stone alternatives do not have similar considerations. The remaining steel components of the SmartJackO system come standard as electrozinc plated per ASTM 13633. --- _._ Chapter 4 p 326 © 2014 Foundation Supportworks•, Inc. Miscellaneous Structural Support Products All Rights Reserved Design Example TOTAL SPAN SPAN 1 — — SPAN 2 I I I Existing Structure New Girder Step 1 - Determine the load which will be supported by the girder in pounds per linear foot: Girder Load (plf) _ (Span 1 (ft) + Span 2 (ft)) x Floor Load (psf) + 2 Note 1: Typical residential wood -framed construction may have an approximate floor load (dead load + live load) = 55 psf Note 2: This equation assumes a floor system which does not support any load bearing walls or columns. Step 2 - Determine the load on the SmartJacks® by multiplying the calculated Girder Load (plo by the spacing of the SmartJacks®: SmartJack Load (lbs) = Girder Load (plo x SmartJack® Spacing (ft) Step 3 - Verify that the calculated SmartJack® load is less than the allowable capacity provided by the • various system c nponents as well as the well -compacted crushed stone base and the bearing soils. • Note 1: WitKout a detailed soil investigation, typical installations should assume no more than ••1,500 pj glJowable soil bearing pressure. This would equate to an allowable soil capacity of •, '• 6,000Us:for a 2'x2' poured concrete footing or a 2' cube of well -compacted crushed stone. • •. • • • -ExtrerA7Spft soils may prohibit the use of a crushed stone base or require that a larger poured • concrelifooting be utilized. 09 •••••• 'SW4 - eizJIM new girder by entering the following table with both the SmartJack® Spacing (ft) •ar►d the ca1rdlatjd Girder Load (plo. Choose a girder that has an Allowable Load (plo greater than the 'LdlCulated Girder Load (plf). Chapter 4 p 327 ® 2014 Foundation SupportworksO, Inc. Miscellaneous Structural Support Products All Rights Reserved Cr' � © V Z tW CL CL `^ a� Sawn Lumber(') Engineered Lumber(5) Structural Steen") 1:�.l�SLiJ<r.:aS7 1 4ft (3) — 2 x 10 1,760 (3) — 2 x 12 2,360 (1)-4x6 850 (1)-6x61,030 3.5 x 5.5 1,250 S4 x 7.7 (F"ower Ira( 3,780 Beam) W4 x 13 6,820 HSS4x4x1/, I 5,190 JSft � 6ft Tft 750 520 380 1,120 780 570 1,510 1,050 770 550 380 280 660 460 330 740 420 270 2,070 1,200 750 3,850 2,240 1,400 2,650 1,530 960 aft S Spa ing� 290 440 590 210 250 180 500 940 640 HSS4x2x1/. (Lying Flat in Plank 990 500 290 180 120 Orientation) (1) This table makes no evaluation of the components of the existing structure. (2) Allowable loads in this table assume the girder is sufficiently restrained against lateral torsional buckling at an interval equal to or less than the SmartJack• spacing. (3) The new girder may be cantilevered over the end support by a distance of 30 inches or by a distance of approximately 40% of the adjacent SmartJack• spacing, whichever is less. (4) Sawn lumber is assumed to be Douglas Fir Larch - No. 2 or better. (5) Engineered lumber is assumed to be il-evel 1.3E Timber5trand LSL or equivalent. Ln 9 (6) Structural steel is assumed to be ASTM A572 Grade 50 or equivalent for wide flange shapes, and ASTM A500 Grade 8 or equivalent for HSS tube shapes. D M• ;S;.er - If tie required girder size is undesirable, adjust spacing of the SmartJacks® and return to . 4 • m . ...... •••• •••••• •••••• • •• • •• • • • •••••• • • •• 0000 Chapter 4 p 328 © 2014 Foundation Supportworkss, Inc. Miscellaneous Structural Support Products All Rights Reserved NE 93RD ST LEDGER - REPAIR — (19 LF) • •' •• •. LEDGER • • • •.. %. REPAIR •••• ...• (18 LF) •.•• • 0000 • •• • •• •..• • • • ••• SCOPE OF WORK THIS WORK IS FOR THE INSTALLATION OF SUPPLEMENTAL SUPPORT OF THE EXISTING FLOOR FRAMING SYSTEM REPAIR WITHIN THE CRAWL SPACE OF AN EXISTING SINGLE FAMILY RESIDENCE, AND AND SPALLING DECK REPAIR. PROJECT NOTES The SmartJack System is for the supplemental suport of the existing floor fraiming system. The base along with all the components for the SmartJack system are manufactured by Foundation Supporlworks, Inc. To the best of my knowledge, belief, and professional judgment, the plans and specifications meet therequirements of applicable codes including FBC 6th Ed. (2017). LEDGER REPAIR (24 LF) LEDGER REPAIR (13 LF) APPROX. LOCATION OF (1) BEAM REPAIR 13' LONG AND (3) INTERIOR SMART JACK SUPPORTS ® +/— 5' SPACING RECEIVED AUG 081018 00(+% SITE PLAN SCALE 1 / 16" = 1 ' (Vow% SIMIZI 00 PERMIT #: Miami Shires Village APPRO\tED BY DATE ZONING DEPT 41r,4L,44.L BLPG D PT IMM i'O CrhIPl1 E STATE ANo CG INN - f ,L! ara -%cn e elnr '; ````,�rrrrrrrrrrii W EB S ' � �• No 53g9 '� li = •wLU � P ���, ', O„ ••• FL•0R, O•• v ` FSS 10 N Mork E. Weber PE# 53895 MW ENGINEERING INC. CA # 30702 MARK E. WEBER, P.E. LICENSE #53895 902 NE 1 ST STREET, STE 2 POMPANO BEACH, FL 33060 PH: 754-333-0877 00 U M W H M a W -J LL- N to W Z O co = N 04 (/) Q a � Revisions: Sca le: AS -NOTED Project Mgr. MW Project No: Design: MW Drawn: JA Checked: DB Sheet No: Date: 7-11-2018 1 SCOPE OF WORK THIS WORK IS FOR THE EXISTING TOE NAIL EACH SIDE JOIST (1) 12D NAIL EXISTING INSTALLATION OF SUPPLEMENTAL I I I I I I I I I I I I I I I I I JOIST SUPPORT OF THE EXISTING FLOOR I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I FRAMING SYSTEM WITHIN THE (2) ROWS 12D NEW WOOD BEAM CRAWL SPACE OF AN EXISTING NAILS 16" O.C. (3) PT 2"x 8" NEW (2) PT 2X8 FASTENED TO BLOCK EXISTING EACH SIDE FOUNDATION WALL FIRST BOARD (2) 1/4" X 4.5" SINGLE FAMILY RESIDENCE. TAPCON ® 16" OC, 3" FROM ENDS. SECOND FOUNDATION WALL 0.25"x4"x4" ZINC BOARD (2) #8 X 3" WOOD SCREWS AT 12" OC, TOP PLATE ATTACHED W/ a 3" FROM ENDS (4) 3/16"x2"x1/2" HDG SCREWS CAST ALUMINUM BASE 1'x1 SQUARE INCH BEARING RESTING ON FOUNDATION (16 ) WELDED TO JACK NEW LEDGER WELL COMPACTED GRAVEL EXISITING GROUND BASE 2'x2'x18" DEEP SURFACE MIN. BEARING 1,500 PSF There is no tie down connection required for a ASSUMED supplemental floor support. (The SmartJack system does not have tie down support.) The new triple beam SUPPLEMENTAL SUPPORT SYSTEM (NTS) connected to the existing joists with (12Date nails toe nailed one on each side of the new beammat each joist. PROJECT NOTES • THESE PLANS ARE FOR THE INSTALLATION OF BEAM AND LEDGER REPAIR AND SUPPLEMENTAL SUPPORTS TO THE EXISTING F ROVED FRAMING MEMBERS. • A FULL ANALYSIS OF THE STRUCTURE IS BEYOND THE SCOPE OF SERVICES AND THEREFORE HAS NOT BEEN COMPLETED. • THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SUPPORTING THE STRUCTURE DURING THE REPAIR PROCESS. THE OWNER • -:':.*SHOULD UNDERSTAND THAT THE ACTION OF THE REPAIRS AND OR THE ACT OF SHORING MIGHT CAUSE SOME MOVEMENT OF THE 00 .••••§TRUCTULRE AND MAY CAUSE EXISTING CRACKS TO WIDEN AND OR NEW CRACKS TO MATERIALIZE IN THE INTERIOR AND OR EXTERIOR • FINISfl�S.;THESE MINOR COSMETIC CRACKS SHOULD BE PATCHED AFTER THE FRAMING MEMBERS HAVE BEEN REPAIRED. ALL REPAIRS ARE t;1'3E COMPLETED IN ACCORDANCE WITH THESE DRAWINGS AND COMMONLY ACCEPTED CONSTRUCTION PRACTICES. e. . ••:••:•THIS.PRO.JECT INCLUDES THE INSTALLATION OF SMARTJACKS, BEAM AND LEDGER REPAIR AS WARRANTED. •-:.::.ALL,LAIMSER SHALL BE PT SOUTHERN YELLOW PINE GRADE 2 WITH MIN. 313 RATING. NO FASTENERS WILL BE INSTALLED THROUGH THE • .... FINItHEn FLOOR. • . • . • THE NEW JACKS SHALL BE FOUNDATION SUPPORT WORKS SMARTJACKS (OR EQUIVALENT) AND SHALL BE INSTALLED IN THE REFERENCED LOCATIONS. THE ADJUSTABLE SCREW JACK SHALL BE PLACED IN THE PRECAST CONCRETE FOOTING SET AT OR BELOW THE GROUND SURFACE ON A WELL COMPACTED CRUSHED STONE BED. THE SYSTEM SHALL BE AS DESCRIBED IN THE TECHNICAL BULLETIN "2009" FOUNDATION SUPPORT WORKS INC. DOC 08FS1-002-REV.1" MINIMUM SOIL BEARING VALUES PER FBC TABLE R401.4.1 OF 1,500 PSF. • ALL CONSTRUCTION WORK SHALL BE COMPLETED WITHIN THE CRAWL SPACE USING THE EXISTING OPENING FOR ACCESS. THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY FOR THE PARTIAL REMEDIATION OF THE FRAMING AS INDICATED ON THE DRAWINGS. THESE PLANS DO NOT INDICATE THAT MW ENGINEERING, INC. HAS APPROVED THE LIMITED SCOPE OF THE REMEDIATIONS AS COMPLETE] J��' • DESIGN IN ACCORDANCE WITH FBC 2017 6TH ED. DATE? `L` k N! E B N S . 4( a w ; 9 CD ' f0 F L O R.-' <C S I ON '���e�eeeeoeee� Mark E. Weber PE# 53895 MW ENGINEERING INC. CA # 30702 MARK E. WEBER P.E. LICENSE #5M95 902 NE 1 ST STREET, STE 2 POMPANO BEACH, FL 33060 PH: 754-333-0677 W M U Z M Lu M wo N 0) (AI 3 LLI zOW lJJ N N (n Q 0- Revisions: Cadd File Number. SW Is: AS —NOTED Project No: Project Mgr. MW Design: MW Drawn: JA Checked: OB Sheet No: Date: 2 RECEIVED Miami Shores Village AUG 08 2018 Building Department 09' +-1 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 rn INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 201� '7 BUILDING Master Permit No.=C_-_ Cam' oO PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 126 NE 93 STMiami Shores, FL 33138-2818 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3206-013-3130 is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): PETER PIETRZKIEWICZ Phone#: Address:1000 WEST AVE #1210 City: MIAMI BEACH, State: FL Zip: 33139 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: NSquare, Inc. Phone#: 239-514-1173 Address: 2220 Trade Center Way city. Naples State: FI Zip: 34109 Qualifier Name: Matt H. Nolton Phone#: 239-514-1173 State Certification or Registration #: CGC045302 Certificate of Competency #: DESIGNER: Architect/Engineer: Mark Weber Phone#: Address:902 NE 1st Suite 2 City. Pompano State: FI Zip:33060 Value of Work for this Permit: $10,484 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of work: Install smart jack - supplement support Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ _ TOTAL FEE NOW DUE $ `, /' y 1 Bonding Company's Name (if applicable) N/A Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) N/A 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 o building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this day of _ 20 by L'6y'-'4ho is personally known to me or who has produced as identification and who did take an oath. YPca, NOTARY PUBLIC: a° TRISHALSECKLER commission #GG127135 N; Expires November 20, 2021 °e FOF01 Bonded Tin B�N�YSetvicss Sign: Print: Seal: Z//!l < , eC —, The foregoing instrume t was acknowledged before me this OL day of 20� by who is personally known to me or who has produced identification and who did take an oath. as NOTARY PUBLIC: �o1!nY.npF^ TRISHALSECKLER Commission # GG 127135 c Expires November 20, 2021 - ° Sign: l"O,vT Bonded ThNBudMNotary Servke, Print: c I �`---- Seal: 4, APPROVED BY Plans Examiner Zoning Structural Review (Revised02/24/2014) Clerk Property Search Application - Miami -Dade County https://www.miamidade.gov/propertysearch/#/ IMPORTANT MESSAGE When buying real estate property, you should not assume that property taxes will remain the same. Whenever there is a change in ownership, the assessed value of the property may reset to full market value, which could result in higher property taxes. Please use our Tax Estimator to approximate your new property taxes. The Property Appraiser does not send tax bills and does not set or collect taxes. Please visit the Tax Collector's website directly for additional information. Address Owner Name Subdivision Name Folio SEARCH. 126 NE 93rd st Suite cZ Back to Search Results PROPERTY INFORMATION Folio: 11-3206-013-313 0 Sub -Division: MIAMI SHORES SEC 1 AMD Property Address 126 NE 93 ST Miami Shores, FL 33138-2818 Owner PETER PIETRZKIEWICZ Mailing Address 1000 WEST AVE #1210 MIAMI BEACH, FL 33139 PA Primary Zone 1100 SGL FAMILY - 2301-2500 SO Primary Land Use 0802 MULTIFAMILY 2-9 UNITS: 2 LIVING UNITS 1 of 5 6/25/2018, 11:54 AM �scivare, �s i. �s,a.i. Project Summary Permanently Stabilize Floors .......... Total Investment ................................. Same Day Savings ................................ Total Contract Price ................... Deposit Required - 30% ......................... Deposit Paid ....................................... Amount Due Upon Installation . Customer Consent Prepared by: Robert Hildreth rhildreth@nsquareinc.com NSquare, Inc. www.nsquareinc.com TF Toll Free - (866) 562-1759 0 Office- (239) 514-1173 F Fax-(239)514-2273 License# CGC045302 Prepared on: 6-21-18 Prepared for: Peter Pietrzkiewicz peterp416@gmail.com C (305) 532-8090 Job location: 126 Northeast 93rd Street Miami Shores, FL 33138 $11,036.10 ........ $11,036.10 ............ $551.81 ... $10,484.29 ......... $3,145.29 ......... $3,145.29 ..... $7,339.00 NSquare, Inc. is the authorized ontra tor, to perform the specified work in this proposal. NSquare, Inc. will not proceed with any alterations from the above sp is n I ss approval has been received from the customer. Authorized Signature Date Acceptance of Contract— I am/w te aware of and agree to be legally bound by the terms of this Proposal, the attached Job Detail sheet(s), Disclosures, and the attached Limited Warranty, (together, the "Contract"). You are authorized to do the work as specified in the Contract. I/we will make the payment set forth in this Contract at the time it is due. I/we will pay your service charge of 1.5% per month (18% per annum) if my/our account is 30 days or more past due. I/we hereby consent to the exclusive jurisdiction of the state courts in and for Collier County, FL and/or the US District Court for the Middle District of FL, waive any other venue to which I/we may be entitled by domicile or otherwise, and agree topay any necessary attorney's fees and costs to collect and enforce this Agreement. Any alteration from the above specifications and cfd� esp d'Rg price adjustment (if necessary) will be made only at the Customer's request or approval. This Proposal may be withdrawn if a pt 4vithin 3C logs Customer Signature Date NSquare, Inc. Job Location Page 1/7 2220 Trade Center Way Naples FL 34109 126 Northeast 93rd Street Miami Shores FL 33138 6-21-18 Job Details A) Main beam observed cracked. Sister beam to repair, support with 3 smart jacks B) Secure joists to sill plate by ledger board Q Secure joists to sill plate by ledger board NSquare, Inc. Job Location Page 217 2220 Trade Center Way Naples FL 34109 126 Northeast 93rd Street Miami Shores FL 33138 6-21-18 Job Details (Continued) Specifications Install SmartJack supports as indicated on job drawing to support the floor joist system above. Price includes engineered footing. Install Ledger board as indicated on job drawing. Complete Beam repair as indicated on job drawing. Permit fees, permit plans and permit expediter fees. Acquire appropriate permits and permit plans per local building code. Customer understands the permit plans are for permitting the work in this agreement and does not constitute that an engineering inspection has or will occur, unless specifically noted in this agreement. Customer agrees that any additional permitting costs that are deemed necessary by the proper building authorities are the responsibility of the customer, although unlikely. Contractor Will 1.) Complete all work in a workmanlike manner according to the standard practices of the industry. 2.) Courteously address any questions or concerns and treat you and your family with respect. All of our employees are upstanding citizens with the legal right to work in the United States. No employee will use tobacco products or profanity while on your property. 3.) Protect all of the customer's property in the specific working areas such as lawns, carpeting, floors, walls, furniture and door frames to the best of our ability. 4.) Always notify the customer of any conditions that may have changed during the installation. If these changes in conditions will result in a change of contract price, NSquare, Inc. will not continue working until the customer approves the changes. 5.) Will backfill and tamp any dirt to the best of its ability if trenching or excavating is required, however, Customer may need to add additional soil at a later date. 6.) Attempt to lift the structure or slab specified in the contract only if the customer is present. If the customer is not present and they would like NSquare, Inc. to attempt any lifting, an additional mobilization fee of $750 will be charged. 7.) Record Benchmarks. Customer Will 1.) Pay for each specific project upon completion to foreman and acknowledges that the final invoice may be subject to CUSTOMER APPROVED change orders not included on this contract. For NSquare Inc. permitted projects the customer can hold a 10% retainage until the NSquare, Inc. permit is closed. 2.) Prepare the work area for installation which includes but is not limited to: removing and replacing any landscaping, pool pumps, filters, heaters, A/C unit(s), utility lines, all patio furniture, furnishings, tables, toys, planters, interior furniture, etc that is in the area NSquare, Inc. will perform work. 3.) Notify NSquare, Inc. of any changes to property prior to installation date. 4.) Make NSquare, Inc. aware of any septic systems,underground pipes,drains,drainage systems in work area(s). Contractor not responsible for damaged or effected areas. 5.) Be responsible for any finish carpentry, painting, paneling, landscaping, reseeding and resodding, etc. that may be necessary after NSquare, Inc.'s work is finished unless stated in writing in the contract. 6.) Be responsible for marking any private lines such as satellite cables, propane lines, sprinkler system lines, etc. Customer assumes all responsibility for damages due to breakage of any utility lines IF the Utilities Coverage was declined and the $99 Utilities Coverage fee was not charged, though Contractor will do its best to avoid such damage. 7.) Maintain positive drainage away from the repaired wall(s) which includes but is not limited to; keeping gutters clean and in good working order and directing downspouts a sufficient distance away from the repaired wall(s). 8.) Be responsible for any items mentioned in this Contract under "Customer Will" or "Additional Notes." 9.) Be available throughout the actual jacking or straightening process to consult with our Foreman. Additional Notes This agreement is made under, and for all purposes shall be construed and enforced in accordance with and governed by the laws of the State of FL, excluding its conflict of laws provisions. By signing this Proposal, the customer agrees that this agreement may be amended only by a writing signed by each of the parties, may not be assigned by me/us without your consent and contains the entire agreement of the parties with respect to the transactions contemplated hereby and supersedes all prior written and oral agreements. NSquare, Inc. Job Location Page 3/7 2220 Trade Center Way Naples FL 34109 126 Northeast 93rd Street Miami Shores FL 33138 6-21-18 Job Details (Continued) Additional Notes If lift is desired: The customer is to be available throughout the actual jacking or straightening process to consult with our Foreman. NSquare, Inc. cannot guarantee structures, walls or floors to be perfectly level or plumb. Generally, we can lift or straighten any structure so as to be level or plumb, however, this may result in damage to the building finishes (interior or exterior). As such the customer shall be solely responsible to dictate to our crew how far to manipulate any structure or support toward level or plumb and is therefore also responsible for any resultant damages to finishes, drywall, plaster, roofing, windows, doors, plumbing, heating, electrical, etc. NSquare, Inc. will endeavor to advise the customer in advance if the degree of manipulation requested is compromising the structure or finishes of the building, however, it may not always be possible to foresee or to predict exactly how these things maybe affected. NSquare, Inc. makes no warranty for any building level, section or component except those specifically listed in this referenced proposal. Product List Permanently Stabilize Floors SmartJack,1-3................................................................................................................................................... 3 Ledger2x8.................................................................................................................................................... 74 ft BeamRepair (2) 2x8 w/ bolts............................................................................................................................ 13 ft Permit plans & Permits East Coast......................................................................................................................... 1 Addtl. discount of $350 OK per David C.................................................................................................................. 1 NSquare, Inc. Job Location Page 4/7 2220 Trade Center Way Naples FL 34109 126 Northeast 93rd Street Miami Shores FL 33138 6-21-18 Recommendations to Your Project Prevent Mold & Reduce Odors 931 sgft CleanSpace Green $5,537.39 2 Wrap Piers 1 Everlast Door 707 sgft Drainage Matting 1 Debris Removal 707 Drainage Matting Discount Lift & Level Floors Bid Required Cleanspace Encapsulation Bid Required NSquare, Inc. Job Location Page 5/7 2220 Trade Center Way Naples FL 34109 126 Northeast 93rd Street Miami Shores FL 33138 6-21-18 Recommendations to Your Project E NSquare, Inc. Job Location Page 6n 2220Trade Center Way Naples FL 34109 126 Northeast 93rd Street Miami Shores FL 33138 6-21-18 limited Warranty This Limited Warranty ("Warranty") is made in lieu of and excludes all other warranties, express or implied, and all other obligations on the part of N Square, Inc. ("Contractor") to the customer ("Customer"). There are no other verbal or written warranties. There are no warranties which extend beyond the description on the face hereof, and NO WARRANTIES OF EXPRESS OR IMPLIED MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. General Terms - For the applicable time periods indicated below, this Warranty is transferable at no charge to future owners of the structure on which the work specified in this Contract is completed. This Warranty is in effect if the job specified in this Contract is completed and paid in full and, alternatively, is null and void if full payment is not received. Contractor does not warrant products not mentioned below, but some of such products may be covered by a manufacturer's warranty. Exclusions From This Warranty - This Warranty does not cover and Contractor specifically disclaims liability for: 1) exterior and interior waterproofing; 2) system damage caused by Customer's negligence, misuse, abuse, or alteration; 3) dust incidental to installation; 4) damage to personal property of any type; 5) utility line breakage; 6) damage caused by mold; 7) failure or delay in performance or damage caused by acts of God (flood, fire, storm, methane gas, etc.), acts of civil or military authority, or any other cause outside of its control; 8) damage done during a lifting operation; 9) basement water seepage; 10) heave or any damages caused by it; and 11) damage caused by lateral movements and forces of hillside creep, land sliding or slumping of fill soils of deep embankments. Smartlacks Contractor warrants that the Smartlacks will stabilize the affected area(s) against further appreciable vertical settlement in the areas were work was performed for twenty five (25) years from the date of installation, or else the Contractor will provide the labor and materials, at no cost to the Customer, to correct the problem with the SmartJack work. Additionally, the manufacturer of Smart.lacks warrants that SmartJacks will, under normal use and service, be free from defects in material and workmanship for twenty-five (25) years from the date of installation (see manufacturer's warranty for more details). If changes occur due to excess moisture in the area(s) where Smartlacks are installed, an encapsulation system, drainage, and dehumidification may be necessary in such area(s) at an additional cost to Customer. Contractor does not warrant lifting, leveling, to close cracks, to reduce floor squeaking, to render doors and windows operational or to move walls back to their original position, but will do its best to achieve positive results in this regard. Customer should also know that the possibility of further damages exists during a lifting operation, and that Contractor is not responsible for such issues. Customer is responsible for any finish carpentry repairs, painting repairs, stucco repairs, drywall repairs, concrete slab repairs, flooring repairs, or any underground utilities repairs, etc. that may be necessary after Contractor's SmartJack work is finished unless stated in writing in the Contract. NSquare, Inc. Job Location Page 7/7 2220 Trade Center Way Naples FL 34109 126 Northeast 93rd Street Miami Shores FL 33138 6-21-18 r m m m LT m Lrl -7 Lrl w m 3 3 ►+. En O .y L9 W n ►r! LL CG m m N m m m N