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HomeMy WebLinkAbout0131 SETH PARKER ROAD r. y d o � o a F n ^ s o ^ ° w Town of Barnstableg Building 4 . ': � `�:= Y?✓„k ,,, fyAVt� . ,�:��S4 w ;..j ...k`aL.,.,".,�`,� �.,, '''.�f^ ,, ';�cf¢,. ��.;'' ✓ ., ,:;" �`�:.. �',, .S%.��,.,, ,,.'�`_'��. s 'This"CarJ So Thaiit"is Vis�bl Fr m..the;5treetA roved Plans�Must be Retained•on Job and this Card Mustbe Ke t� '. RARPMAgt:B, .....a . M ,� a ,,,.6PostediUntil FinalInspectlon�Has BeenMade � r' f s „ Permit Where a Certificate of�Occu,anc 'is-Re urred,�such Buildrn shall N t be Occupied=until a F�nal;lnspeciion"`has-been made &. Permit No. B-18-2537 Applicant Name: Stephen Phillips Approvals Date Issued: 08/21/2018 Current Use: Structure Permit Type: Building-Deck Expiration Date: 02/21/2019 Foundation: Location: 131 SETH PARKER ROAD,CENTERVILLE Map/Lot: 170-191 Zoning District: RC Sheathing: :•.; / TEPHEN PHILLIPS Framin 1 i Owner on Record: MAYERS,LINDA P Contractor Name S J g 0 Z� r �'- 'x - - Y Address: 131 SETH PARKER RD 4 Contractor"Lic ens e CS 109634 2 CENTERVILLE, MA 02632 02 Est RroJect Cost: $7,000.00 Chimney: Description: Replace existing deck,on Rear of house. Extendby 2feet�ont and 1 Permit Fee: $ 110.00 side Insulation: Fee Paid,'" S 110.00 Project Review Req: Date 8/21/2018 Final: Plumbing/Gas buo ' � aJl z Rough Plumbing:- .Y L ,„ � x Building Official Final Plumbing: Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized byths permit is commenced within six montlisafter issuance. g All work authorized by this permit shall conform to the approved application and5the�approved construction documents for which this permit has been granted. Final Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open,,fo �mspeadn for the entire duration of the work until the completion of the same. x ,, Electrical e� Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Butldmg and Fire�Officials are provided'on this permit. Minimum of Five Call Inspections Required for All Construction Work: t; Rough: 1.Foundation or Footing �, . w.,., � .s .. - �._. s, 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the Inspector has approved the various stages of construction. "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Final: Building plans are to be available on site �`�� All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Town of Barnstable Approved Regulatory Services Fee Thomas F.Geiler,Director Building Division Peter F.DiMatteo,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Home Occupation Registration Date: Ter-i l L, I Off- Name: W A-U--t c e— . T -S S i-X Phone#: S V 8- �/ Z<?- 36 19 Address: -7/ C.4-P 'Ay C4.e-/& -v^-.r ( _ Village: Name of Business: A-" Type of Business: �•h�ti� t Map/Lot: O 3 F Cos .? INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes;and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter,odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There is no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. i No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit. I,the undersigned,have read and agree with the above restrictions for my home occupation I am registering. Applicant: Date: y o { Homeoc.doc 1 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 170 Parcel Permit# �� Health DivisiorIK—A �S(D�5 5 ` ��Ic�"� Date Issued 02— Conservation Division A 1-00Z rxyc Fee Tax Collector 2000 (2 ICI-- ] 7/0 9 fipp I,'�C, 6-®/ 06 Treasurer �- qoa l r Pii°i,C SYSTEM Planning Dept. ��E_.a nra Date Definitive Plan Approved by Planning Board '= SYSTEM V4fflTKT3TLS5,.j Historic-OKH Preservation/Hyannis 1'-0 VJN�«�.� R�� e...� Project Street Address Id/ deu- ! P6trkE1, kO Village �(',Aiilee-V-i/le, Owner yOcctl'1 e. -Phd1l,03 Address / / (5dAi Rae-ker hid C.,i4e/yillG Telephone Permit Request Q)A --n" ljo �� X 14 L O 3 - Sc A_250 l ROOM to IT y�&;p A 'a uM)� `® CAI / OA/ O7#e Square feet: 1 st floor: existing / fD proposed ,`� 2nd floor::existing proposed Total new Valuation'/ 00— Zoning District Rco Flood Plain Groundwater Overlay Construction Type Lot Size 4C 957 SQ f7t, Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family V/ Two Family ❑ Multi-Family(#units) Age of Existing Structure 14 `(RS Historic House: ❑Yes 2f�o On Old King's Highway: ❑Yes 2 o Basement Type: Wfull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 1,996 Number of Baths: Full: existing new O M Half: existing O new 0 Number of Bedrooms: existing v2 new _ 0 Total Room Count(not including baths): existing 6p new— First Floor Room Count Heat Type and Fuel: v6as ❑Oil ❑ Electric ❑Other Central Air: ❑Yes W<o Fireplaces: Existing �_ New Existing wood/coal stove: ❑Yes MAVo Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage: Vxisting ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes 9"N'o If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Named EAIi5 VSS 19 04 7 Telephone Number 420 Address to 3&1,e4 License# d,S C'E-g-le/Lyi L-Z 6 . A141 Home Improvement Contractor# /.3 ©0,9 Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE 7 DATE FOR OFFICIAL USE ONLY tI Y PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS -- }VILLAGE OWNER~ DATE OF INSPECTION: FOUNDATIONd FRAME ' INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL k ' GAS: ROUGH FINAL FINAL BUILDING r T DATE CLOSED OUT , ASSOCIATION PLAN NO. i . The Commonwealth of Massachusetts =. —•: Department of Industrial Accidents =y VMCC o//OYCstiffa effs _ 600 Washington Street Qvt ' Boston,Mass. 02111 Workers' Com ensati0n Insurance A,Tidavit Mane, eu&e,.qr, CboS, 1guL-7 — " iocation: I3 S� P-Jed ciri CL T (., , hone#S' ❑ I am a homeowner performing alf work myself. ca %/% � rietor and�%%no one ��n� pacity /O.D%///O%//I//%%/%G` din workers' co ensation for my employees worlang on this,Job.: :. . :::::::... ❑ I am an emplovez prove g mP . com anv :.............::.. ....... ..... . : .: ::.. address.. city: h one#^ g. JR insFM:urance cv: ❑ I am a sole proprietor,general contractor,or homeowner(circle noel and have hired the contractors listed below who have com the following.w............:::..:':c.::o.:.::.p..:en._,s.:a..t.i.o.n.polices. ::.: : :: ::. . .. :.. _ . .....::::..... .......... :;Fo: ...... ...... .... ...... .......:::::...:. .......................... ,.::.,.ter::..:....:::::.... ..... .t',:#w:.....:::::.::;::.::;•;:.;:-:;.::::2::::�::::•;>:: ::.::.. :'4{;i:� {:«...................................................:.:::::::::::v.. .\w:-0 .Sine{i•.:v�:::y ..:• ::•.{:..:.:.:: oli rrr address.': .....iS: ::;:: '•::` :ti7i':36i' %i% 'ii`.?`: :: 'i+i ;i;iyyi4'r ``;% '`<:^4i:is>'3'.+!y i'jC', ":•C'<"'"`�:i 6tine# murance co.: Faitu a to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of al pendtlea ga a sloe . to understand and/or one yam,imprisonment as weR as civa penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against sae. I mmdentaad that a copy of this statement may be forwarded to the Otnce of Investigations of the DIA for coverage verification. I do hereby certify under the pans mid p of perjury t1t� infortnattoR proHded above is truc and correct Signature Date 1 ® a Print name phtme# oincial use only do not write in this arse to be completed by city or town official ; peradf/Ilcense# ❑��'g Department city or town: ❑Licensing Board ❑Seiecnnea's Office check if Immediate response is required ❑Health Department contact penon: phone#• � ❑ether (trn+aa 9195 PIA) Information and Instructions for their Massachusetts General Laws chapter�152 section 25 requires all employemrson provide in the serviceworkers' of anotherr under any coin- . As quoted from the "law , an employee is defined as every p employees q of hire, express or implied, oral or written. An employer is defined as an individual, partnership, association, corporation or other legal.entity, or any two or more of the foregoing engaged m a joint enterprise. and including the legal representatives of deceased Howeveover, or the r the owner ec a`e. trustee of an individual,partnership, association or other legal entity, employing p house of dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling grounds c_ another who emplovs persons to do maintenance,construction or repair work o to be h dwe an�pl�house or on the building appurtenant thereto shall not because of such employment r. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance cnt who ha of a license or permit to operate a business or to r renew construct buildings in the commonwealth for any applicant the not produced acceptable evidence of complianceinsurancea coverage� forthe�performanceno Public work until commonwealth nor any of its political subdivisions „n-,�-„nQ acceptable evidence of compliance with the insurance of this chapter have been presented to the co - authority. Applicants the box that applies to your situation and Please fill in the workers' compensation affidavit completely,b y checlang ne numbers along with a certificate of insurance as all affidavits may be supplying company names,address and pho submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and or town that the application for the permit or license is date the affidavit. The affidavit should be returned to the city �� questions regards the"law"or if yo, being requested,not the Department of Industrial Accidents. Should you a number listed below. are required to obtain a workers' compensation policy,please call the Department City or Towns printed legibly. The Department has provided a space at the bottom of Please be sure that the affidavit is complete and p has to contact you regarding the applicant. Please affidavit for you to fill out in the event the Office of Investigationsnumber. The affidavits may be rem ii d to be sure to fill in the permit/license number which will be used as a reference the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions- please do not hesitate to give us a call. The Department's address,telephone and fax number- The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 7274900 eat. 406, 409 or 375 RESIDENTIAL BUILDING PERMITFEES . APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE - � r_o� � • 2 v square feet x$96/sq.foot— Z i5bL4 x..0031-- L� plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) ACCESSORY STRUCTURE>120 sq.It, >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: x.0031= square feet x$96/sq.foot= STAND ALONE PERMITS Open Porch x$30.00= r (number) Deck x$30.00= e36 .0 (n er) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) permit Fee pro)cost . t MOORE MIT Legg • Ho rig i■E■■■�■■■■■■■■■■■■■■!■■■■■■i0NMEN NOON ■Ir■■■i�i■iii�C�ii�i�%� ■ . ME ME IBM i kc—hn0 ° g of Franklin info.Franklin@technometalpost.com 149 Longhill Rd V Franklin, MA 02038 (774) 300-9204 i Address: Linda Mayers Date: 9/19/2018 131 Seth Parker Rd Project: Deck Centerville, MA 02632 0 This process for the above listed project involved the screwing of specifically designed and engineered posts applicable for this project. PSI readings were taken on each individual post during the installation and wi use of a correlation table these measurements are listed and decribed below: th the PSI-Pounds per square inch Tourque-They rotational pressure taken to drive the post Tension-Uplift pressure post can withstand Compression-'Downward pressure post can withstand Pinned-Bored into solid immoveable rock reaching maximum compression and tension. Once the post was driven one additional test was performed,the wack test. This test involves striking the post with a sledgehammer,5 times per set,while being measured for resistance. Once there is zero downward movement the post and pressures are verified. The specific results gathered and certified for your project are as follows: Post# Tvae Death PSI Tor ue Tension Compression 1 P1-8 66 1200 2125 2 PI-8 � 4250 6 6 1700 3400 680Q 3 P1-8 6'6 1250 2290 4 P1-8 4580 6 6 1000 1687 3375 5 P1-8 66 750 1175 : 6 P1-8 3375 6 6 1000 1687 3375 7 P1-8 7' 750 1175 0 0 0 0 3375 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 p 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 p 0 0 0 0 0 0 0 0 Steve&Geoff Phillips techno Metal Post of Franklin NOU-03-2001 13:09 GLOBAL 01/13 HELICAL PIER(R)Foundation Systems—Underpinning Training Manual _1 HELICAL PULLDOWNT11,I Micropile ntroduction The state-of-the-art of the Chance compression screw pile has primarily been an adaptation, or extension of the tension screw anchor that has been used throughout North America and the world for many years. Improvements have been made. such as increasing the strength of the SS (Squ'!re Shaft) nncilor heiix material to improve installation Performance rind ioa(i response of the screw pile. In addition, the s leading edges of tf�c helix plates have been sharpened to improve Penetration bear the surface. No other significant changes have been NOU-03-2001 13.09 GLOBAL P.02i13 HELICAL IIIERC)Foundation Systems--Underpinning [training Manual forthcoming until the advent of the Vickars HELICAL PULLDOWNTM respo Micropile (HPM). menti In tha Patented by Vickars Developments in the U.S. (59,707,180), Canada and diame throughout the world, the RPM method is used in conjunction with the mode. CHANCEO HELICAL PIERO Foundation Systems and is sold exclusively through CHANCE distributors and dealers. It is important to protect the patent rights of this method by using only the Wily displacement plates provided by CHANCE. Using displacement plates other than those provided by CHANCE will constitute an infringement L Inc. of the patent. tha-i The invention provides a method and apparatus for constructing a i grout column around the shaft of the traditional HELICAL PIERO v Foundation Systems. A screw anchor.is placed into the soil by applying a torque to the shaft. The helical shape of • I the bearing plates allows the anchor to be s, screwed into the soil. As the anchor is O installed into the soil, there is a tremendous pulling force that keeps the anchor GROUTED COL'""" 2. Cori advancing. After the lead section with the AWWOR SHAFT anch helical plates has penetrated the soil, a lead DISPLACEMEMr displacement plate is added to the shaft. ATC case. The lead displacement plate is pulled into coati the soil by the advancing screw lead. This The 1 lead displacement plate forces soil laterally steel outward to create a cylindrical region meta around the shaft. The cylindrical region is envir filled immediately with a grout to made encapsulate the shaft. The displacement plates have a diameter smaller than the • Dc helix plates and are generally tri perpendicular to the shaft. The initial mi rw development of the HPM was to increase M� xrt DENSE BEARING ANCHOR the shaft size to resist buckling in soft/loose STRATUM p e: soils overlying competent load bearing ! re, stratum. The application of the HPM in this training manual will address buckling 3. Axial and the resulting additional corrosion protection and enhanced load PULL Fount L_ r:ors HELICAL PIER®Foundation Systems.-Underpinning Training Manu11 NIrM response only. The HPM has demonstrated more advantages than those mentioned; however, that goes beyond the scope of this training manual. In that regard, the RPM grout column should be kept relatively small in ind diameter and only be large enough such that buckling is not the failure the mode. ant Why Use A RELYCAL P tes LLDOWNTM Mi""Mile? ent I. Increases buckling capacity of a screw pile foundation to the point that end-bearing dictates failure. • Used in areas where soft/loose soil overlies competent load bearing stratum, soils of SPT blow counts N < 5, usually clays with consistencies ranging from very soft to medium (C < 600 psi) ing and sands of very loose relative density (c < 251 or.y < 85 pef). • Liquifiable soils can loose their shear strength as a result of seismic events and may require piles with a larger radius of gyration than the standard square shaft. ! WN 2. Corrosion concerns occasionally are an objection to the use of screw anchor technology even when past findings suggest that, in most .� cases, corrosion concerns are unfounded. Again, when corrosion is a problem, either real or perceived, traditional solutio ns (anodes, e coatings, thicker sections) can price screw anchors out of a project. The grout column does provide additional corrosion protection to the steel anchor shaft from naturally occurring "hot,, soils with metal loss rates, organic soils such as peat or other corrosivehtgh environments like slag, ash, swamp, chemical waste, or other man- made material. • Double corrosion protection (hot di grout) or triple corrosion protection with the addition of PVC casino and/or microsil grouts. • Microsil (silica. fume) type grouts offer extremely low chloride permeabilit y, extremely low water intrusion and high electrical resistivity. 3. Axial deflection per unit load is typically less for a HELICAL PULLDOWN"m M:icropile than traditional HELICAL PIERO Foundation Systems. This advantage may be the difference between r.VW13 I 14ELICAL MEMO Foundation Symem3•-Underpinning Training Manual 1 li a pile being accepted or rejected when it is subject to stringent acceptance criteria. • The square shaft(SS) coupling requires clearances so that it fits Mated over the proceeding shaft. With a HPM, utilizing microsil grout will fill these clearance spaces and "lock" the coupling/shaft Speciali connection —eliminating shaft wobble. i of a HPt • The grout column encapsulating the square shaft provides a there is stiffer pile. most he helix an the soil i Displac4 Displac4 the cylir Plates h HELICAL PULLDOWN(TM)Micropile(HPM) Load Tests regular BURLINGTON,VT HPM do. DATE: OCT.19,1998 ° t ' SS150 10-12-14 Lead O 1 •„ _ —. 18 ft.of 5-Dia.Grout Coluni i I 5.000 ft:IDS Installation Torque 0.2 ! = 0.3 i M -�--Test 0 0.4atdg., I I 0 0.5 o.a ' 0.7 '>! ; 0.8 . 0 10 20 30 40 50 60 70 AXIAL COMPRESSION(KIPS) y NOU-•03-2001 13:13 GLOBAL P.05i13 14ELICAL PIER®Foundation Systems—Underpinning Training Manual ��. Material Requirements ►ut Specialized material is required to help facilitate the installation of a HPM. The lead section must have a longer shaft so that there is at least 18 inches of shaft material between the upper most helix and coupling. This extra distance between the upper helix and the Lead Displacement Plate helps the HPM penetrate the soil more easily. The standard coupling stops the Lead Displacement Plate from sliding up the anchor shaft. The Lead " Displacement Plate is required to force the soil laterally to create the cylindrical region around the shaft. Extension Displacement F110C help k680 the OW WINd ift 6 grout column. The regular brackets can then be used with the HPM. Note that the HPM does not affect the ratings of these brackets. :Lead .;rout Column - ;a0stion Toque ' 1 1 1 { ` .—Test aidg... Lead Displacement Plate Extension Displacement Plate I i R:<4 .l-' NOU-03-2001 13:14 GLOBAL P.06i13 I IELICAL PIERG Foundation SyStcros-Underpinning Training Manual Installation Steps The steps in installation of the HELICAL PULLDOWNTM 1V kropile are as follows: 1. Pile locations are determined by a design professional and located on the construction documents. , 2. The installation begins by digging a small excavation at the pile location. ,A square or cylindrical form is then added to the excavation that is capable of containing liquid grout. Typical dimensions for the "grout bath",as it is commonly referred to, is 1- 1/2' wide by 1-1/2' deep. 3. The lead section and helical extension (if required) are installed into the center of the empty grout bath following standard installation practices. Installation continues until the last helix just disappears into the soil at the bottom of the empty grout bath. R i i Y 1 i NOV-03-2001 13:17 GLOBAL P.07i13 i 1 II:I.ICA1. I'11=.IL;<<>1'�+uu1n'ioo w5[�ms llaicr; inring 1•r:rining �9:nxral � 1 1 i F - s; S. Mix tale five The Che mix, advs the 4. Loose soil at the bottom of the grout bath is lightly compacted or 6. Nexl removed. Compaction is not critical and is typically done by hand or in di with a tamping rod. The key is to keep as much loose soil out of the grout bath as possible to prevent the grout column from clogging up. 7, The that well whet the i first NOU-03-2001 13:21 GLOBAL P.08i13 HGLICA], Pll;lt®Foundation Systems—Underpinning Training Manual :L' ) "ice •',°v,•. _ ..w''�'t - • r�y. :i :v 1, - T c. i'a. '1 •N' �s 5. Mix grout with equipment capable of providing a steady supply at the required level of production. That means grout can be mixed in five gallon buckets all the way up to having a concrete truck on-site. The most common method to date has been grout in bags mixed in ! Chem-Grout type mixers and pumps or standard concrete or mortar mixers. The grout pumps are more expensive, but they have the advantage of high shear mixing and pumping the grout directly to the grout bath as needed. r 6. Next, the form is filled with grout. Grout requirements are discussed id or ;n detail later. the up. 7. The lead displacement plate (LDP) is then placed on the anchor shaft that extends up through the grout bath. The LDP should be placed well above the top helix. To date, hood results have been obtained when the LDP is at least 18 inches above the top helix. In general, the LDP will bear against the bottom lip of the upset socket on the first plain extension. �>s NOU-03-2001 13:25 GLOBAL P.09 13 t • j I11_Lllr\l. 1'IL;IZ:!c) I i�tuiil;uit„s ti ,t�t,: 'l.ln�rrpinttilr�7laining Mprn:tl 1 j 8. Pile installation continues with plain extensions being added as 9• "Grc necessary to locate the helix bearing plates into proper load bearing moni adva stratum. At least one extension displacement plate (EDP) is added mesmen with every plain extension. Again, generally the EDP will bear up s against the bottom lip of the upset socket of the extension reple ' immediately above. Installation torque is recorded as with un- IVloni grouted screw piles. Obstruction-laden soils and/or pockets of dense, integ hard soils sometimes make it necessary to use LDP's instead of EDP's at every plain extension. The paddles prevent the flat plate from getting caught on a rock or other obstruction*and stalling the pile. i �-5°kK,P+�E�sl3EltYS?lta;7i�R:zi, . . NOU-03- B ULUHRL 11LLICAL PIIiR9 Foundation Systems—Underpinning Trainuig Manual 9. "Grout-drop" is measured and recorded during pile installation to monitor the volume of rout being " » limb ' � g b pulled down while the pile d advances. The easiest way to measure grout-drop is with a simple measuring tape. After grout-drop is measured, the grout bath is replenished to maintain a hydrostatic head on the groat column. Monitoring grout flow is the best method to ensure grout column nse integrity. C NOV-03-2001 13:31 GLOBAL P.11i13 HELICAL.PJI.:R0 Undes Tin ill iu� Malmill ti t t?t.: apse dis s;: ... . each 1 or so This 10-The pile is terminated following attainment of the required sectif installation torque and minimum depth guidelines as required in the construction documents. The casing used for the grout bath can now The be removed and used on another pile, with desci 12. R the u; conct i + f NOV-03-2001 13:33 GLOBAL — P.12i13 I IL'LICAL PIER0 foundation Systems--Undcrpinnino Training Manual ^;�!,� .i"t• yj� _i , •;•:.,fir-�,y,..;��:',:_ t. P,!•,d>. �: ::. •:i;` •fir •[J*:�. 11. HELICAL PULLDOWNTm Micro pile installation may place each upset coupling in tension due to the clearing action of the displacement plates. The inherent 1/8`h inch bolt hole clearance in each coupling should be removed prior to initial grout set. The pile is "capped off ' by using a heavy sledge to hammer the top of the pile, or some other heavy object that can be dropped on the pile head. This is an attempt to "collapse" the pile 1/8`` inch for every extension section per pile. 1 _ ,te The coupling socket and finale end of extensions can be "buttered" Jw 4 with a thick grout before adding the next extension. Buttering is described later in more detail. i 12. Following pile installation, the pile is conraeete(l to the structure in the usual way, either with f.•ountlat,(i11 a-el):zia brackets, pile caps, or concrete haunches. I I� ` assessor's offioe (1st floor): J� / " THE Assessor's map_and lot number ..... /.........../.. .. :. ... SEPTIC SySTE&q MUST ���.°. Board of•Health (3rd floor): ' fN ® PLIAN Sewage Permit number .....��........g ...�:�:.`........ I�S��+B- H TITLE 5 1 �aa Engineering Department (3rd floor): / + �a`/ ® ®�p��p� �,�AL ®D� NA2a LE S /.�� a. .1 eJ........... �7afIVrI4'�®6 MEN ro �p 039. \0� House number '................................... ................. ae s, APPLICATIONS' PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M.~only TOV4N ;jFGUL�T9® TOWN OF B,ARNSTABLE BUILDING . ;INSPECTOR APPLICATION .FOR PERMIT TO ........E . ..... ..................................................................................... TYPE OF CONSTRUCTION ass! •- ^!*�.... .......................... ------------ TO THE INSPECTOR OF BUILDINGS: The undersigned reby a plies for a permit according t he following rmation: Location ........ ........ ....... ............. .f.... ProposedUse .... .................. ........................................................................................... .............................. Zoning District .............. . .. ...�....................... .............:......Fire District ...... ... .... ...- Name of Owner•. ..................................... . Address .......L.. 1 Nameof Builder ...............:.. .............................................Address ..................................................:................................. Nameof Architect ..................................................................Address .................................................................................... Numberof Rooms ,1...................................................Foundation ........��...... ......... ....................................... Exterior ......... ........... ..............'........................................Roofing ......e� � � � 1.............................................. oa Floors ..............................................:........Interior .... . Heating r .Plumbing y.....!'V............................................ Z-:.... Fireplace ..... . . . . . .. . . . ............Approximate Cost .....� ................................. 'Definitive Plan Approve y/Planning Board _______ ______________ _____19 Area -�!.�� .. ...,.......... Diagram of Lot and Building with Dimensions Fee .......14 tr.......................... SUBJECT TO APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations .of the Town of Barnstable regardin he above construction. Name ...... ...... ... ................................ Construction Supervisor's License v./ . r - SMALL, ALAN E. _ No ..3169.4.. Permit for .......... ......Single...FaJPi1. D.wel.li-n. Lot #661 , 131 Seth Parker Road ?Location ................................................................ • Centerville ti .............................. • ............................................. Owner Alan E. Small - - l ................................... Type of Construction Frame L r Plot ............................ lot ................................ March 11 Permit Granted ....................:.......... °.......19 Date of Inspection ....................................19 f Date Completed ..........1�® _ a r j ,- �.ir p j Q�"ETI TOWN OF BARNSTABLE Permit No. . 3.1690 . � ............... BUILDING DEPARTMENT I a.aarr I TOWN OFFICE BUILDING Cash ' ,619.wa� .J a X Eurk HYANNIS.MASS.02601 Bond ...... CERTIFICATE OF USE AND OCCUPANCY Issued to Alan E. Small Address Lot #661, 131 Seth Parker .Road Centerville, Mass. USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND,IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. April 8, 88 *� � .. r!`:. -r..�. ................. 19................. ti...... ............. Building Inspector AN OF BARNSTABLE, MASSACHUSETTS U Il DING . PE R M I T 170-191 t.,,,Tqtt DATE t'�;,)trl'1 1 i r 19 w�G3 PERMIT=tJ!c�,. 6 APPLICANT Alin h: !•i?Tl i l i ADDRESS G'7c,'7 (NO.) (STREET) (—CO-NTq'S IC'ENSE1 PERMIT TO •'I ^ '` O STORY --+—�+-.�.i{..�.� +- -. - NUMBER OF (TYPE OF'IMPR OVEME NT N ,-- IPROPO"S h'D =SE)-�+ -",-DWELLING JWELLING UNITS ZONING AT (LOCATION) i.:li- y:661 131 's-4-14 Pe-t-ar Rpad, CcC 2t("L'171 tEl DISTRICT IN0.) (STREET) BETWEEN AND (CROSS STREET) (CROSS STREET) LOT SUBDIVISION LOT BLOCK SIZE BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION - TO TYPE USE GROUP .BASEMENT WALLS OR FOUNDATION I TY PE) REMARKS: _ -�'-4,7•-CT£': -£35fi AREA OR - . - VOLUME 2160 4i• 1_ ESTIMATED COST .� 50 r 0Q0 00 FEE PERMIT .� a.�.� �_ 00 .(CUBIC/SQUARE FEET) f1 OWNER BUILDING.DEPT: /i 9Y ADDRESS C C'i�Lc? V'i11w � -/ ,"� IlVf? �' t THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST.BE AP- PROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED ® FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE ' INSPECTIONS REQUIRED FOR CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN ALL CONSTRUCTION WORK: PERMITS ARE REQUIRED FORELECTRICAL, PLUMBING AND I. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MINAL INSPECTION TI TO LATHE FINAL INSPECTION HAS BEEN MADE.-3. FINAL INSPECTION BEFORE - OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS f z 2 S HEATING INSPECTION APPROVALS 3 ENGINEERING DEPARTMENT 1 S�Oj7p�D iAl E',tI 77.�A/S OTHER 2 I1 1 a r BOAR HEALTH WORK SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT W!L L BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD CAN BE TOR HAS APPROVED THE VARIODUS STAGES OF I WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE ARRANGED FOR BY TELEPHONE OR WRITTEN- CONSTRUCTION. II PERMIT 15 ISSUED AS NOTED ABOVE. NOTIFICATION. 3 A/ _ 1 Q r 35t ,; aI 1 F SOT 1062 N I N v SAXTEAIF ' CERTIFIED PLOT PLAN LOCATION C�N7Zrzv►cic_ )`1r�sS l C,ERT 1 FY THAT THE SHOWN . HEREON COMPLYS WITH SCALE DATE THE' SIDELINE AND SETBACK REQUIREMENTS OF THE TOWN OF PLAN REFERENCE F3.A N_..TA L— AND I S L o T C, LOCATED : WITHIN THE FLOODPLAIN. Ce f4 16,146A AaflS M Z- 8-SS DATE . L"aL&� BAXTER � NYE, INC. � THIS PLAN IS NOT BASED ON AN REGISTERED LAND SURVEYORS INSTRUMENT SURVEY AND THE OSTERVILLE^- MASS. OFFSETS SHOWN SHOULD NOT BE USED TO DETERMINE LOT LINES APPLICANT A qxj S14 /ALL `-- -�� _ 1 b 5•-bC�4a-� 51 N6tM;1-AM)U(-3 BEp S ET-nL.7-pjj , 33D x sA + , ~ vI5 -- L15� 1�ai� G�A.LL.O►.�sGQ11L 1�K ': �� � ! ° ''� i - r T• � T?!5'7OSA,L'PtT-- 115E Iot>e> t oc! 1�c1' , 46-_. WM4 V.C-ZUSf4Cp '6 014 _ aN� S - AUk _ Leo sF �i.9�ccrl*wosF Lr vs s 3zs6t? ; lovs� I r4M4 : s0157 I - -rb-m L 1�)hl L`C .q.,ct 33 O Et PD s -_ :Tt r;F�CHARD a cif; ! � {A. z fA BAXTER ��$� � t -7 7. � IY4:. 2-11Y46 r; ZV Tom aF Fti117 �i r:,;': 5"3 41.4 qu'P�lG �sr. ScH� `� io�o (T ►u�41:5 ,N�!�� 'Tux CERTIFIED 'PI-AT-1 s-rz7ur EL 1' G: 1 1?t\T1=; $ P)-Ax RF-Fr--RrN E 314 � t C.F- T 1 F`f Tt-l/d-r-f t-�1:.`. �b 'S 8 cw Q �6 l 51 Rt t2 lrA ly-D i-�`fJUS�c �t�l1 L_ r-IF-R'E�t.! cz�MPt—`t5 �1 t'T'N'Tf-4� 5�t�+�.a -��a� ANC S 'f'�aK 'RE�c1�1;EJy4�tgT'S �F t E �gZ�ill 1-1�t °"-- thSs . ---- L-a-:f'AME33 W1'T'141M -T"t-1E. "F'L PLh)J,A ` His R-Ati Is NET UASEp vNAN INSTRUMENT SUKyCY ANO T HE OFFSETS SHOWN 5HOu1,v TgDT ! ,` Cel�%" 5."-w t3E usEQ TLC EST/��3LlSN L�-l' L1NE5. WA Ex+3 ' getbE --rYf' :3 F n 4- I i n ' � 16T • � . • 0 SsP BAs 17 `(' Z.A A ! L_ PP A 6 pto J r�` / . y. � ;w.... •-met ,._ __ f T e+� _ w � e ✓ .. a"'�t`n,.. r_ " v *a. 50L I g� - df Nigc, 1 i4; o/. Tyr, f� oc- t rLo o �A H r � 36 rno,3 A�ib im G. t5IljT` Ff LLC r x OEM- r , a Y •4w; M. --- 1 4 e �,- ... '� r:` _•.. " �,.. _ s x':'�� �}A - 4: sF'�` t. - 3 m n F .,. o<� �t• .: -. -� �.. .'"' 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