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HomeMy WebLinkAbout20-1264 City of Zephyrhills PERMIT NUMBER 5335 Eighth Street Zephyrhills, FL 33542 BAR-001264-2020 Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 01/12/2021 Permit Type: Add/Alter (Residential) Propeity Nurmber Street Address 1126 21 0010 16800 0230 5232 8Th Street Owner Information Permit Information Contractor information Name: NANCY&WILLIAM HUGHES& Permit Type:Add/Alter(Residential) Contractor: LRE GROUND SERVICES THOMAS Class of Work:Add/Alter Residential INC Address: 5232 8Th St Building Valuation:$16,552.50 ZEPHYRHILLS,FL 33542-5056 Electrical Valuation:$0.00 Phone: Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 Total Valuation:$16,552.50 (/ Total Fees:$184.14 Amount Paid:$184.14 Date Paid:1/12/2021 10:46:57AM Project Description CRAWL SPACE FOUNDATION REPAIR Application Fees Building Plan Review Fee $61.38 Building Permit Fee $122.76 REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. "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." Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTORSIGVURE PE IT OFFICE PERMIT EXPIRES IN 6-MONTHS WITHOUT APPROVED INSPECTION- CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER d City of Zephyrhills11111111111P.IERMIffiffi WMBER 5335 Eighth Street Zephyrhills, FL 33542 BAR-001264-2020 Phone: (813)780-0020 f Y Fax: (813)780-0021 Issue Date: -;5AIv 38 Permit Type: Add/Alter (Residential) Property Number Street Address 1126 21 0010 16800 0230 5232 8Th Street Owner Information Permit Information Contractor nformation Name: NANCY&WILLIAM HUGHES& Permit Type:Add/Alter(Residential) 'Contractor: LRE GROUND SERVICES THOMAS Class of Work:Add/Alter Residential INC Address: 5232 8Th St Building Valuation:$16,552.50 �- - ==W-- T—= ^ ZEPHYRHILLS,FL 33542-5056 Electrical Valuation:$0.00 T Phone: Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 Nv�% Total Valuation:$16,552.50 p Total Fees:$184.14kc�j"- - Amount Paid:$0.00 . " Date Paid: _"�_��n- Project Description CRAWL SPACE FOUNDATION REPAIR Application Fees Building Plan Review Fee $61.38 Building Permit Fee $122.76 REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. "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." Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permitting 352 796-0229 ■aa , aaa ■saaa Owner's Name homas William -or- Nancy Hughes Owner Phone Number (716)440-0071 Owner's Address 5232 8TH ST ZEPHYRHILLS;FL 33542 Owner Phone Number Fee Simple Titleholder Name F Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 5232 8TH STREET, ZEPHYRHILLS, FL 33542 LOT# 23 & 24 SUBDIVISION ZEPHYRHILLS TOWN PARCELto# 11-26-21-0010-16800-0230 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR e ADD/ALT XO SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR Q COMM = OTHER TYPE OF CONSTRUCTION = BLOCK Q FRAME = STEEL = DESCRIPTION OF WORK CRAWLSPACE REPAIR BUILDING SIZE SQ FOOTAGE 803 HEIGHT =BUILDING $16,552.50 1 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ lk / �� gl(' =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION &-' l =GAS = ROOFING Q SPECIALTY = OTHER I( S FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER r COMPANY LRE FOUNDATION REPAIR LLC SIGNATURE REGISTERED Y/N FEE CURREN I Y/N Address I License# I CBC1256398 ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Address License# PLUMBER COMPANY SIGNATURE REGISTERED I Y/N FEE CURREN Y/N Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortes.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. "PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required.(A/C upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780.0021 Building Department NOTICE OF DEED RESTRICTIONS:The undersigned understands that this permit may be subject to"deed"restrictions"which may be more restrictive than County regulations.The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES:If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations,if the contractor is not licensed as required by law,both the owner and contractor may be cited for a misdemeanor violation under state law.If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-8009. Furthermore,if the owner has hired a contractor or contractors,he is advised to have the contractor(s)sign portions of the"contractor Block"of this application for which they will be responsible.If you,as the owner sign as the contractor,that may be an indication that he Is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES:The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90.07,as amended.The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting.It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release.if the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance.Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended):if valuation of work is$2,500.00 or more,I certify that 1,the applicant, have been provided with a copy of the"Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs.If the applicant is someone other than the"owner,I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'SIOWNER'S AFFIDAVIT.I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development.Application is hereby made to obtain a permit to do work and installation as indicated.I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction,County and City codes,zoning regulations,and land development regulations in the jurisdiction.I also certify that 1 understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance.Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,WaterMastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways, I understand that the following restrictions apply to the use of till: - Use of fill is not allowed in Flood Zone W"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zane "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties.if use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,1 promise in goad faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction.I understand that a separate permit may be required for electrical work,plumbing,signs,wells,pools,air conditioning,gas,or other installations not specifically included in the application.A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes.Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced.An extension may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension.If work ceases for ninety(90)consecutive days,the job is considered abandoned. 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 N ATTORNEY BEFORE RECORDING YOUR NOTICE OF M FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTO t Subscribed and sworn to(or affirmed)before me this Subscribed (or affrmed)before me this by ��btCEr+16 3q;� tr¢au TIG}UF. Who is/are personally known to me or has/have produced Who is/are nail known tqq me or has/have produced as identification. identification. Notary Public Notary Public Commission No. C missio o. Name of Notary typed,printed or stamped N e of Notary ped,printed or stamped — — allay"ue.. 5ARAH I STEEN =l,•`�i ; Notary Public-State of Florida Commission 11 MM 025234 of�° My Comm,Expires Oct 21,2024 Bonded through National Notary Assn. LRE Foundation Repair, LLC LRE Restoration Services, LLC PO Box 10263, Brooksville, FL 34603 (0) 352-796-0229 (F) 352-754-4558 www.iregsi.com I, Frank Vitale, license holder for LRE Foundation Repair, LLC with license number CBC1256398, authorize the following to act as my agent(s) in obtaining permits in the City of Zephyrhills, Florida. Yasmin Garcia ■ Richard Blanche ■ Joy Craig License Holder's Signature- ate: State of Florida County of Hernando Before me,personally appeared, Frank Vitale, who is personally known to me, and who did affirm and subscribed before me this 151h day of December 2020. SARAH I STEDE8 ignat Notary Public 46jo State of Florida Notary Public 0 2 �0 Commission#HH 025234 ct 22 02 My Comm.Expires Oct 22,2024 Bonded through National Notar-y Assn, Vw!q Name of Notary My Commission Expires: 22 INSTR#2020206078 OR BK 7 UZZU PG ySt$ Page 1 of 1 12/07/2020 09:41 AM Rcpt 2234181 Rec:10.00 DS:0.00 IT:0.00 Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller ` 2�z1-0o)o- 16$co _o -36 Permit No. PazfRi�ID;tlo; 11- NOTICE OF COMMENCEMENT State of FLORIDA County of PASCO THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes, the following Information is provided in this Notice of Commencement. 1. Rescdpbon:ofP,rope-rty:_P_areel.ldentirrcag(onNo. i Arx� �x � A— Street,Address: ,_ S2-Z2- 2. Genbral,Descriplion oflmpro%epment 3. Owner Information or Lessee information l(the Lessee.contracted forthe Improvement: -Skc' gs 6P /i W!4 44 u&-,tS 5¢.3 2. We SY -z e m rrti�l�S FL Address City. State. Interest in Property; OWNER Name of Fee Simple Titleholder. (If different from Owner listed above) Address City State 4- Contractor- LRE FOUNDATION REPAIR LLC-Frank Miele 1115 S Main St Brookrvllle FL 34601 Name Po Box l 0263 BROOKSVILLE FL 34603 Address City State Contractor's Telephone No.: 352-796-0229 5. Surety: Name IWA Address City State Amount of Band: $ /y Telephone No.; & Lender. !AlII" Name Address City State Lenders Telephone No.: 7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7),Floritla Brutes: Name ��(� Address City State Telephone Number of Designated Person: 8. In addition to himself,the owner designates —of- - to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. Telephone Number of Person or Entity Designated by Owner. 9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the contractor,but will be one year from the date of recording unless a different date is specified): &t l= WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN 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!NSc'ECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMhte"ICING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury,I declare that I have read the foal'^rr,j notice of,:":-•:ncement and that the facts slated therein are true to the best of my knowledge and berief. STATE OF FLORIDA COUNTY OF PASCO or,.vnees or Lessee's Authorized C'r'.r.C/Dyir�noip�p;��a�:ri�,.�rrh"�anagnr Signalary's ThlelOffice /(�,, [The instrument was acknowledged before me lhis�'�day of t�� �' ?0 2 by "' t }4Ufa�O (type 'ty,e.g„officer,trustee,attorney in fact)for (nameof pa b aIS t o instrument was executed). own❑OAF Produced IdentikwUon�' Notary Signaturef�rcalion Produced Pit' Name(Print) S RHEA©AWSON Note Public•Stete of Flot!do 'E Commisslon B GG 3123D1 ;d i •' My CJ roemi2tilon Expires 2023 wpdata/bm/noticecommencementpc053048 4400 NE 77th Ave,Suite 275 &FOUNOATIONS TARK Vancouver,WA98662 P: 360.566.7343 E: starkd@starkfdn.com STRUCTURAL CALCULATIONS PREPARED FOR LRE FOUNDATION REPAIR FOR HUGHES RESIDENCE FOUNDATION REPAIR 5232 8TH STREET ZEPHYRHILLS, FLORIDA PROJECT NUMBER: 20.0051RE DATE: December 5,2020 PROJECT MANAGER: DANIEL STARK, P.E. E N SE:•NFJ, a No. 64240 ST E OF • . ID . •• • G . S/4NA1. ALL WORK SHALL COMPLY N'.YH CODE, C®DEa PE-OI�IDA EIJ NATIONAL ELECTRIC COI)E1 AND'THE 01 OF 2EPHY S RHIL! ORDINANC p,EVIEw DA`Tj � � 2® � CITYO XgMINERR PLAN STAFlK 4400 NE 77th Ave,Suite 275 Vancouver,WA 98662 FO U N OATI O N S P: 360.566.7343 E: starkd@starkfdn.com December 5,2020 Project No.: 20.0051RE Yasmin Garcia LRE Foundation Repair PO Box 10263 Brooksville,Florida 34603 RE: Foundation repair-5232 8th Street,Zephyrhills,Florida PROJECT BACKGROUND We understand that the structure is a single-family residence and has experienced settlement at the interior of the structure. A recent floor level survey(attached)indicates as much as—i"of differential settlement may have occurred. It is our understanding that(12)Smarijacks have been proposed to provide additional foundation support. Image 1:Front Elevation GEOLOGIC SETTING The existing structure is located in Zephyrhills,Florida. The geologic structure in the area is comprised of sand and the site Is flat.It is our opinion that the localized settlement is a result of improper foundation drainage and/or undersized footings. We believe that suitable support can be achieved by installing Smadjacks. SUMMARY The design load requirement for the SmarIjack posts is 3000 lbs,and based on the technical manual for the SmarWack system,this acceptable as the allowable load is 29,500 lbs. Regards, X01111111 L 1111/j/// ....W4 -7� EEN Daniel Stark,P.E. •Stark Foundations No. 64240 ;K STAT OF ORI C% ...... . S'/0NA FLOOR LEVEL SURVEY I , Z � . Z, - �_ L Ir I I i I I r I ' i I , 1 ' � I I i I ( I - s I I N�• t' �, r I I I { I I I { i TTTT l I i 1 li III ! lil ( li i i I ( Il ill iili Date:05-Dec-20 STARK W Foundation Underpinning Designed by: NDS FOUNDATIONS ''J 5232 8th Street 0 Zephyrhills,Florida IL Project No.:20.005.LRE Design Criteria Code(s): International Building Code(IBC)2015/2018 ASCE 7-10 Design Loads: Dead: Soil: Roof= 15 psf Allow Lateral Bearing Pressure= 200 psf/ft Chimney= 45 psf Active Pressure= 60 psf/ft Third Floor= 15 psf Second Floor= 15 psf First Floor= 15 psf Walls= 8 psf 8"Foundation Wall= 100 psf Soil= 110 psf Live: Roof(snow)= 0 psf Third Floor= 40 psf Second Floor= 40 psf First Floor= 40 psf Wind:(not applicable) Exposure= D Risk Category= 11 Wind Speed,V= 137 mph Krt= 1.0 Gust Effect Factor,G= 0.85 Kd= 0.85 Internal Pressure Coefficient,GCp,= -0.18 Kz= 0.98 External Pressure Coefficient,Cp= 0.8 Height,hz= 30 ft Design Wind Pressure: Design Load Combo=D+0.6W where: pw=qz(GCp-GCP;) co=0.6 qz=0.00256 K.Kt Kd V2 Therefore: qz= 40.0 psf pW= 34.4 psf Factored Wind Pressure,p'W= 20.7 psf(say 16 psf) Date:05-Dec-20 STARK W Foundation Underpinning Designed by:NDS FOUNDATIONS 2 20.005.1-RE Q5232 8th Street a Protect No.:LRE Foundation Repair SmartJack Design-Worst Case Vertical Design Loads: Tributary Widths: Roof= 0 ft -—-> 0 plf Third Floor= 0 ft -- -> 0 plf Second Floor= ft ---> 0 plf First Floor= G ft -—-> 150 plf Walls= ft -----> 0 plf Foundation Wall(height)= ft -——> 0 plf Soil(height)_ •0 = ft -------> 0 plf FDL= 150 plf Live: Roof(snow)= 0 ft -----> 0 pit Third Floor= 0 ft -- > 0 pif Second Floor= 0 ft -----> 0 plf First Floor= 10 ft -- > 400 plf ZLL= 400 plf Max Pier Spacing=' 6 ft Pier Working Loads: PDT= 900 Ibs 0.75'Pu.= 1800 Ibs Working Load,Pn= 3000 Ibs Ultimate Load,PULT= 6000 Ibs Pier Design: Pier Type:SmartJack(See attached spec sheet) SJ350TP(Top Plate):Allowable Compression w/Sawn Lumber Girder=10.0 kips SJ125ATR(All-Thread Rod):Allowable compression for system heights up to 9 ft=20.0 kips SJ350T36,SJ350T60,SJ350T84, SJ350T108,SJXT350T108(Tube):Allowable Compression for system heights up to 9ft=20.0 kips SJAFTG(Cast Aluminum Base):Allowable compression=8.0 kips (N)SUPPLEMENTAL BEAM Z; b N u ��,.•���PNtEL W4 1 �'� ���`� ;•tii C E N sF•. ''%� SUPPORTYMS HSS4X4X.12 i I �•`� •' :�� r 9WJACK BEAM,INSTALL PER No. 64240 MANUF SPECS- SUPPORTWORKS SMARTJACK * * CONNECTLON,ATTAOI PER •� `"� MANUF SPECS TO STEEL BEAM ST E OF SUPPORTWDRKS ', '�n •.4 OR 1 '`•��.`� SJ0350 STEEL b ' ss�� •''•�\C� POST \t� ►\�'` suPPDRTWORKs SJAFTG BASE PLATE, ATTACH TO FOOTING PER MANUF SPECS 24'-0' (E)GRADE 24X24X24 COMPACIED GRAVEL FOOTING LEGEND ■ INDICATES SMARTJACK do 10K UNFACTORED DESIGN LOAD (KIPS). SEE DTL 2 i FOUNDATION REPAIR PLAN SMARTJACK POST-0 MODEL 350 SMARTJACK@ SYSTEM General Arrangement ° Supported Structure Top Bracket(Varies) ° (Varies) Post Cap N 0] All-Thread Rod w s _0 Post aBi Cn Base Base Support (Varies) (Varies) ° Allowable Capacity The allowable system compression capacity of the assembled 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 supportforthe higher bearing pressure condition immediately below the base plate 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 SmartJack is designed to support axial compression loads only.The SmartJack does not provide resistance to tension or lateral loads. ©2017 Supportworks' Appendix4A All Rights Reserved 309 SmartJack®Systems Top Bracket Variations H H Il Wood Screws Construction Adhesive (See Note 3) (See Note 2) I_I t_4�� Existing Wood Girder Plate Bracket Plate Bracket or New Wood (SJQ350TP-A) Existing Steel Girder (SJQ350TP-A) Supplemental Beam 01-YV AII-Thread Rod OY4'Bolt and Nut 01 Y4"All-Thread Rod �"Bolt and Nut (SJQ125ATR) (See Note 4) (SJQ125ATR) (See Note 4) (See Note 7) (See Note 7) Threaded Post Cap Threaded Post Cap 3.50"Sq.Post (SJQ350TI) 3.50"Sq.Post (SJQ350TI) Field Cut to Length Field Cut to Length (SJQ350T84 or Self-Drilling Screws (SJQ350T84 or Self-Drilling Screws SJQ350T120) (See Note 1) SJQ350T120) (See Note 1) Plate bracket with new or existing wood girder Plate bracket with existing steel girder u u Splice Bracket (See )Note 5) ' 4.00"Sq.Beam Self-Drilling Screws Butt Joint 4.00"Sq.Beam Continuous Over (See Note 1) (Beam Ends are Both Sides of Bracket Support(SJQ400B96, U-Bracket Within 2.50"apart) (SJQ400B96, SJQ400B120, (SJQ350TP-B) OY4"Bolt and Nut SJQ400B120,or or SJQ400B144) (See Note 4) SJQ400B144) (See Note 6) OX"Bolt and Nut (See Notes 5 and 6) (See Note 4) Threaded Post Cap Threaded Post Cap (SJQ350TI) 01 Ya"All-Thread Rod (SJQ350T1) O1-Y4"All-Thread Rod (SJQ125ATR) 3.50"Sq.Post (SJQ125ATR) 3.50"Sq.Post (See Note 7) Field Cut to Length (See Note 7) Field Cut to Length (SJQ350T84 or Self-Drilling Screws (SJQ350T84 or Self-Drilling Screws SJQ350T120) (See Note 1) SJQ350T120) (See Note 1) U-bracket with new 4"supplemental SmartJack'beam Splice bracket with new 4"supplemental SmartJack beam (1) #14 or 1/4"self-drilling screws may be used as an optional feature to maintain positive attachment between components. (2) Construction adhesive should be used in interior basement applications to maintain positive attachment to a supported steel beam. (s) Wood screws may be used as an optional feature to maintain positive attachment to a supported wood beam. (4) �/4"bolt and nut should be used when disabling of the height adjustment mechanism is required.This bolt and nut may also be used as an optional feature to maintain positive attachment to the all-thread rod. (s) Splice bracket should only be used at interior supports when supporting beams of similar length on both sides.Splice brackets shall not be used to support cantilevered beams. (6) Additional requirements for the support of cantilevered beams can be found within the design example later in this appendix. (7) All-thread rod must be fully engaged through the thickness of the threaded post cap. ©2017Supportworks°--^------------- --------__------_- —_-- Appendix4A All Rights Reserved 310 SmartJack®Systems Base Plate Variations 3.50"Sq.Post 3.50"Sq.Post Field Cut to Length Field Cut to Length Well-Compacted (SJQ350T84 or (SJQ350T84 or Crushed Stone SJQ350T120) Self-Drilling Screws SJ035OT120) or Recycled Concrete (See Note 1) by Contractor :Self-Drilling Screws Typically 2'-0"Square (See Note 1) Concrete Anchors x Z-O"Deep 12'Base Plate 6"Base Plate (See Note 2) (SJQ350BP-A) (SJQ350BP-B) UP Footing Soil / ,Existing (designed by others) Soil Base plate with crushed stone footing Base plate with CIP footing Self-Drilling Screws Af-- 3.50"Sq.Post 3.50"Sq.Post (See Note 1) Field Cut to Length Field Cut to Length (SJ035OT84 or (SJQ350T84 or Well-Compacted SJQ350TI20) Self-Drilling Screws SJQ350TI20) Crushed Stone Concrete Anchors (See Note 1) or Recycled Concrete (See Note 2) Excavate loose material as needed to adequate by Contractor 6'Base Plate 16"x 36"Plate Footing bearing (if required) (SJQ350BP-B) (SJQ350BP-C) CIP Footing (designed by others) Sand or Cement-Sand Existing> Existing Leveling Course Soil Soil (as needed) Base plate with CIP footing over crushed stone Plate footing with leveling course (1) #14 or 1/4"Self-drilling screws may be used as an optional feature to maintain positive attachment between components. (2) 3A"concrete screw anchors may be used as an optional feature to maintain positive attachment to a cast-in-place concrete footing. Q 2017 Supportworks* Appendix 4A All Rights Reserved 311 SmartJackO Systems Design Example The following design example illustrates an application which utilizes the SmartJack® system to provide supplemental support of an existing span of floor joists which are not supporting any load bearing walls or columns.The Smart-lack system may also be used to provide supplemental support of existing beams and girders, but the evaluation of the loads involved is more complex than can be addressed in this design example. Existing Span I I I i I Su lemental Floor Joist V Beam Varies Main------ Girder I I ® System Height Varies SmartJack System Foundation Interior \/\\/\\ I•: . Wall CMU Pier j \ 6. \% \/\\j\\/�\ \\j\/\j\j\j\ Cantilever Arrangement 1 0 Cantilever Adjacent SmartJack® (See Notes 1 and 2) Spacing SJQ400 SmartJack®Beam Top Bracket (See Note 3) SmartJack® System (1) Beam should extend past the centerline of the Smart,lack system at least as far as the edge of the top bracket. (2) The new supplemental beam may be cantilevered over the end support by a distance of 30 inches or by a distance of approximately 50%of the adjacent SmartJack spacing,whichever is less.Each beam segment must be supported by at least two SmartJack posts. (3) Support of cantilevers requires use of top brackets that allow the supplemental beam to be continuous over the support.Splice brackets shall not be used to support cantilevered beams. ©2017Supportworks' -- —�---_�--------------------_--pppendix4A All Rights Reserved 313 SmartJack®Systems Determine the load which will be supported by the new supplemental beam in pounds per linear foot: Supplemental Beam Load (plf) = Existing Span (ft) x Total Floor Load (psf) _ 2 Note:Typical residential wood-framed construction may have an approximate floor load(15 psf dead load+40 psf live load)=55 psf total floor load M Determine the load on the interior SmartJack posts by multiplying the calculated supplemental beam load(plf) by the spacing of the SmartJack posts: SmartJack Load (lb) = Supplemental Beam Load (plf) x SmartJack Spacing (ft) Verify that the calculated SmartJack load is less than the allowable capacity provided by the various system components as well as the well-compacted crushed stone base and the bearing soils. Note:Without a detailed soil investigation,typical installations should assume no more than 1,500 psf allowable soil bearing pressure.This would equate to an allowable soil capacity of 6,000 lb for a 2'square cast-in-place concrete footing,a 2'cube of well-compacted crushed stone,or the 16"x 36"plate footing.Extremely soft soils may prohibit the use of a crushed stone base or plate footing and require that a larger concrete footing be utilized. Size the new supplemental beam by using the following table with both the SmartJack post spacing(ft)and the calculated supplemental beam load (plf).Choose a beam size that has an allowable load (plf)greater than the calculated supplemental beam load(plf)in step 1. Supplemental'Beam Allowable Load(plf)(Ij2,3j4) it SmartJack Post Supplemental Beam Size 4 ft 5 ft 6 ft 7 ft 8 ft Spacing (3)-2 x 8 1,170 750 520 380 290 i f i (3)-2 x 10 1,760 1,120 780 570 440 I Sawn (3)-2x12 2,360 1,510 1,050 770 590 } Lumber(s) (1)-4 x 6 850 550 380 280 210 i (1)-6 x 6 1,030 660 460 330 250 SmartJack HSS 4 x 4 x 0.120 2,720 1,740 1,160 730 490 Beams (1) This table makes no evaluation of the components of the existing structure. (2) Allowable loads in this table assume the supplemental beam is sufficiently restrained against lateral torsional buckling at an interval equal to or less than the SmartJack post spacing. (a) This table assumes serviceability deflection limits of 1/360 and 1/240 for live and total load respectively.It assumes a LL/TL ratio equal to 40/55.Other serviceability limits may need to be considered based on project requirements. (4) The new supplemental beam may be cantilevered overthe end support by a distance of 30 inches or by a distance of approximately 50%of the adjacent Smart lack spacing,whichever is less.Each beam segment must be supported by at least two Smart,lack posts. (5) Sawn lumber is assumed to be Douglas Fir Larch-No.2 or better. If the required supplemental beam size is undesirable,adjust spacing of the SmartJack posts and return to Step 2. ©2017Supportworks'' ~! Appendix4A All Rights Reserved 314 SmartJack®Systems