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HomeMy WebLinkAbout0064 CYPRESS POINT �r d . w .. I 1 f�< w' y 4 t v ' h , �nX >a +a c IT VE r r ✓`i s e m , J Fn M L r � <n x ` "d ..; ,.;� �.` � i _ t i�°'• .�,, K ,>�.,.:..4Y •i � ,,4 gty� .�e�,. �„ ,., C=;>., <: �'(.,, „ r c a tea.le iw + , .a s - ,. .. area; � .,, � ;.• -. ri '„� „x, '•"''k .,a 't°#rx re;� «s" �1'lCa; ,# .�, '..' -� � „ay �'. �� �.k, �; e . Y v , /G. (Lt,;;iQ.$ A ;{(: �i- p, LM•` _M 1•,`�. ,5"' i'�`n a„ _ « Y�+ },`: l , 1 .r. ,�'�' ,• s+?{kz: �" .:';. L .,5p,,... 1;.., , a•, xa' ,• ,.,, :.;,F" ." '�'' fs` o- '•�: - x .1 ,* •' •,a,c* T_ x Yf`ae �n-_i �(r^•,: -� ., Li .. m n , c r4 • . n , F _ : r , , , a w =..e,lY •. : ,: v,Y .f t,. per. _�....,,. - Parc, P Gar 0&-c i� 1 a �i u I. II 6y CYP�Ess� e Application number Fee ............ ./ .:............................................. • �� TOIL • SARN STA82.E. • OF RARNSTAftf NAMBuilding Inspectors Initials..................................... o ''� 1.o�s r 9 z 0 s2� 9' �� Date Issued..............��/...::.. ...�............................ qqO Map/Parcel...... .......................................................... ' "6W�40F BARNSTABLE EXPEDITED PERMIT APPLICATION: ROOF/SIDING/WINDOWS/DOORS/TENTS/STOVES/WEATHERIZATION PROPERTY INFORMATION Address of Project: CZ1 NUMBER STREET VILLAGE Owner's Name: --Yess4e ®"S Q Phone Number 7/6' 3 552y TOR/ Email Address: 'o D20 s p,,QG c%p�c eo/v�¢�o ells Phone Number Project cost$ 3 O ®© c7 Check one Residential V Commercial OWNER'S AUTHORIZATION As owner of the above property I hereby authorize to make application for a building permit in accordance with 780 CMR Owner Signature: Date: TYPE OF WORK F-1 Siding ED Windows (no header change) # F-1 Insulation/Weatherization ED Doors (no header change) # Commercial Doors require an inspector's review 5rRoof(not applying more than 1 layer of shingles) Construction Debris will be going to &Z�w► o U 114 ®LJL m f CONTRACTOR'S INFORMATION Contractor's name 00 r wit c� co/N Home Improvement Contractors Registration(if applicable)# ® (attach copy) Construction Supervisor's License# f® (attach copy) Email of Contractor coy -wdco rd ro vyc Phone number ALL PROPERTIES THAT HAVE STRUCTURES OVER 75 EARS OLD OR IF THE SUBJECT PROPERTY IS IN .............................................................. *For Tents Only* Date Tent(s)will be erected Removed on number of tents total Does the tent have sides?Yes No (If yes please attach floor plan with exits marked) Dimensions of each Tent X X X Additional tent dimensions can be attached on a separate piece of paper. Purpose of Event Check one: this event is a: for profit non-profit event Check one: Food served Yes No Flame Spread Sheet of each tent must be attached. Provide a site plan with the location(s) of each tent If food is being served at your event please obtain a Health.Department approval between the hours of 8:00am -9.30 am or 3:30 pm4:30pm.Commercial events may require Fire Department approval. *WOOD/COAL/PELLET STOVES Manufacturer# Model/I.D. Fuel Type Testing Lab Offsets from combustibles: front back left side right side HOMEOWNER'S LICENSE EXEMPTION Homeowner's Name: Telephone Number Cell or Work number j I understand m responsibilities y p es under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT'S SIGNATURE Signatur Date All permit applications are subject to a building official's approval prior to issuance. TOTAL INVESTMENT ------------- $309000.00 " The Roofers " OP I IONAL ADDIT ON AL WORK: { Supply and Install ALL NEW AZEK RAKE BOARDS ON THE ENTIRE HOUSE EXCEPT FOR >= THE DOGHOUSE DORMERS-----------------------------$9,000.00 + POSSIIILE i?XTRA CARPENTRY: Any Rotted or Otherwise Deteriorated Trim Boards,Plywood Sheathing,Missing Metal Flashing,Side Walling or Any Other Carpentry Needing Replacement will be done and charged for as an Extra: Materials Plus Labor at the Rate of$60.00 per Hour(For Each Laborer Involved). PAYINIENT SCHEDULE: A Deposit of One Half is due at the Signing of this Roof Proposal and the Final Payment for the Balance is Due Immediately Upon Completion. WORK SCHEDULE:All Roof Work is Scheduled for Completion Within 90 Days of Acceptance and � Deposits Received are Non-Refundable After a Three Day Cooling Off Period from the Date of signing. Da Please Make Checks Payable to: °t COREY & COREY COREY & COREY Warranties the Shingles and Labor for 5 years. CERTAINTEED Warranties the shingles and labor 100% for the First 10 Years and the Shingles your LIFETIME if the shingles becomes defective. CERTAINTEED Warranties the Shingles up to a CATEGORY III HURRICANE-130 MPH WIND WARRANTY. CERTAINTEED Warranties the Shingles to be Algae Resistant for a Full 10 Years. 1 COREY & COREY carries Workman's Compensation and Public Liability Insurance on the above%vork DATE OF ACCEPTANCE: 30 19 ACCEPTED BY: 'SUBMITTED BY: yo o 2,Ss,40 ,o Roo. �� �• ti�Oo OVN��TJO tip Ij0/ ?LOT 180 �• IRo N b� 0 Ao. ao 0 0 0• 2Q (9 0 0 �• pp i LOT 181 �Q) AS LOT 63 AREA= 49626f sq/ft LOT 182 i I I 04. �o S7�310 �b IO _61qS�,��N� LOT 206 -O LOT 205 FLOOD ZONE "C"_ FO UNDA TION CERTIFICATION RES ZONE. "RF-1" TO WN.CUMMA Q UID SCALE. 1 "=60' PL.REF. 235 149 ELEV N/A I CERTIFY THAT THE ABOVE YANKEE SURVEY CONSULTANTS FOUNDATION IS LOCATED ON OF P. 0. BOX 265 THE GROUND AS SHOWN, AND PAM �� UNIT 1, 40B INDUSTRY ROAD IT'S POSITION —DOES _____ A. riwew MARSTONS MILLS MASS 02648 L ORM TO THE ZONING LA W ft TEL: 428—0055 A CK REQ UIREMENTS OF ` �� - ARNSTABLE s , FAX.- 420-5553 --- JOB UL A. MER�W DATE 10/1�00 NUMBER 52 386FND f TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Ma %3 14 9 Parcel 063 Permit# N Health Division ` Date Issued,. Conservation Division q Z m er.S A-y G/S OD Fee 3 ° 1 S Tax Collector 'SfZNSILLE PT1C SDYSf EM MWST BE Treasurer liy COMPLIANCE ENVIRONMENTAL CODE s Planning De AL CODE AND Date Definitive Plan Approved by PI nning Board 7 6 A11A AGO S r 0 ►— Rp else 3 — � _ - Historic-OKH Preservation/Hyannis a Project Street Address S d ~ m m 9c�.1 Village - Owner �D o h mic-64 LL> n d�lf Ss OI d i�i d d r t' cd. Jcs nAW1U Telephone wor k Permit Request Square feet: 1 st floor:existin roposed �_ 2nd floor: existing proposed 10 a Total new_'2 7 3-9�9 0 6 Z,S-0 Estimated Project Cos oning District ? Flood Plain Groundwater Overlay Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ®-`_Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: O.-Yes`" ❑No Basement Type: ©Full ❑Crawl &<alkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) al3q 7 Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new�_ First Floor Room Count Heat Type and Fuel: V�G'as ❑Oil . ❑ Electric ❑Other Central Air: ❑Yes 9-116 Fireplaces: Existing New _. Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing mew size;WjShed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name 19 -Telephone Number Address e.I License# ev C.h Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM T IS PROJECT WILL BE TO F,r SIGNATURE _ DATE FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. • 7. '1`�' ..3'^ i /1. `-.. Y, ".'1 f '- ! J r ,.. f yrt I � .� �� •- .r `'« .,t R;� . �, •J . f f 4 . ter^ _. ADDRESS r Y�F Y x _ r VILLAGE OWNER • = " - - DATE OF INSPECTION . FOUNDATION �•}_ � r f . r r �_ 4 - • . R• ` _ - s FRAME ' INSULATION 1 FIREPLACE ELECTRICAL: ROUGHS . - FINAL-. PLUMBING: ROUGH '.ti FINAL GAS: ROUGH, .FINAL FINAL BUILDING _ DATE CLOSED OUT ASSOCIATION PLAN NO. - t r TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY 4 PARCEL ID _,�i49 063 GEOBASE ID 25188 ADDRESSY-' 4' CYPRESS POINT PHt7NR BARNSTABLE ZIP LOT 181 BLOCK. LOT SIZE DBA DEVELOPMENT DISTRICT BA PERMIT 55914 DESCRIPTION CERTIFICATE OF OCCUPANCYBLDG.PMT.#48326 PERMIT TYPE BC00 TITLE CERTIFICATE. OF OCCUPANCY CONTRACTORS: ARCHITECTS: Department of Health, Safety {and Environmental Services TOTAL FEES: BOND $_00 CONSTRUCTION COSTS $.00 , 756 CERTIFICATE OF OCCUPANCY ' �FErF 1 PRIVATE P.,>_.: E BARNSTABLE, +' i639. A�0 Fp�l ' BUILDING DIVISIO� i DATE ISSUED 09/19/2001 EXPIRATION DATE BY r TOWN OF BARNSTABLE 30 -DAY TEMPORARY CERTIFICATE OF OCCUPANCY <t PARCEL LT. ~' 063 GEOBASE ID 25188 ;�-;�:�, ADDRESS ,gam CYPRESS POINT PHONE BARNSTABLE ZIP - LOT 181 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT BA ( PERMIT 55914 DESCRIPTION 30 DAY TEMP.CERT.OF OCC.BLDG_PMT_#48326 IiPERMIT TYPE BTCOO TITLE TEMP. OCCUPANCY PERMIT CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services ' TOTAL FEES: BOND $.00 THE CONSTRUCTION COSTS $.00 i i 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE PIT + •ARNMBLE, * ', MASS. FC Nllr►I � BUILDING DIVISIO�� BY «� .-� =, I ` DATE ISSUED 09/19/2001 EXPIRATION DATE + i tr �* r Ilh,4�rrt ,rr s+ 5.^�'•r•:a r [� •�• 2 - .rn-.� A� .�"(.'Iv �ttfti • t{lr`'� ��t:IG`al M4,� t'JIKu k9 :r. ti �,. �`r i• - 13IUCK Jam, .-_1..r�t _ i t ` 4B32ti DECCRIP'TIG�T r y i�"'Ti. B(Ta T`, ' T`I.-i" J?� l�T +:�ti h+��" aF?� 'Tr�x t li6I.• t)PT+,;2iY Cw Department of Health, Safety and Environmental Services C1 ,23F3.G �TME T,, ,.00 t LifNGLE FA�j HOME DETACHED I PRIVATL PI MAIM 1630. BUILDING,DIVISION ; qq t w BY ! j, , nr ! f C' , 'ram 1 EXPIRATION i r t Yi' �,''.` �...,,.4,.... "'..L.,�._". t`"'�«+•r....-„ ...- �)A� L �,:�TJ)il:~ 0�3i.�9 j�.fl00 �.XI'I t"tii��:fll� PA�J_r THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED 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 FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. e ® ® ® 1--i 130 a g o ® WREJA e BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 3 1 HE TING INSP C ION APPROVALS ENGINEERING DEPARTMENT 2 /3 �f BOARD OF HEALTH OTHER: i-v SITE PLAN REVIEW t ROVAL WORK SHALLNCVPROCEEdTNTIL PERMIT WILL BECOME-NULL AND VOID IF CON- INSPECTIONS INDICATED,ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN.BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. l TION. Y„ BUILDING P EIRMIT a ' r ' 1 P 1 1 f ' i:0awtAppc8diZJ Tshlej321b(eoadnued) pjseeipdve packages for One sad Two-Fsu*ReddentW Shcdiop Heated with Foadi Faeb MAXIMUM MINIMUM n1wrin Glazing WaU Floor Basest Slab Hessing/Cooling �� EfFideae� ) Uwalne Rwaluer R•vdue' RwalueJ Wall pwinum &* Paeiuvge R.valuO R value SI0I to 6500 Heating Degree DxW Q. 12% CA 38 13 19 10 6 Normal R 12% 032 30 19 19 10 6 NOS S iZ9G 03 13 19 10 6 83 AFUE T 15% 6' 38 Q44 13 23 NM NIA Now U 15% 19 19 10 6 Normal V 1S'di 38 13 23 NIA NIA 95 AFUE W 15% 032 30 19 19 10 6 85 AFUE X 18% am 38 13 25 NIA NIA Normal Y 19% OA2 38 19 , 25 NIA WA Now Z 18% OA2 38 13 19 10 6 90 AFUE AA 18% 030 30 19 19 10 6 90 AFUE t. ADDRESS OF PROPERTY: CC4 0 r C->r 2. SQUARE FOOTAGE OF ALL EXTERIO R WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING _7O 4. %GLAZING AREA(#3 DIVIDED BY 02): � � 7. S. SELECT PACKAGE(Q—AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-080303a 780 CMR Appendix J •' Footnotes to Table J5.2.1b: ' Glazing area is the ratio of the area of the glazing assemblies in sliding-glass doors, skylights, and basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to the gross wall area,expressed as a percentage.Up to 1%of the total glazing area may be excluded from the U-value requirement. For example,3 ft of decorative glass may be excluded from a building design with 300 fl of glazing area. 2 After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.53a. U-values are for whole units:center-of-glass U-values cannot be used. ' The ceiling R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the exterior walls without compression, R 30 insulation may be substituted for R-38 insulation and R 38 insulation may be substituted for R-49 insulation. Ceiling R values represent the sum of cavity insulation plus insulating sheathing(if used). For-ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. f used). Do not include 'Wall R-values represent the sum of the wall cavity insulation plus insulating sheathing ('t exterior siding,structural sheathing,and interior drywall.For example,an R-19 requirement could be met EITHER by R-19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. 'The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements, or garages).Floors over outside air must meet the ceiling requirements. Tl a entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned bzsements must be included with the other glazing. Basement doors must meet the door U-value requirement &scribed in Note b. The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs. ' If the building-utilizes eledtiic resistance heating use compliance approach 3,4, or 5. If you plan to install more i , than one piece of heating`equipment or,more=than one piece of-cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. 'For Heating DegreeDay requirements of the closest city or town see Table J5Z.la NOTES: \' ,.n a) Glazing areas and U-values are mazunum-acceptable levels.Insulation R-values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 035. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J 1.53b. If a door contains glass and an aggregate U-value rating for that door is not available, include the, glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(Le.,may have a U-value greater than'035). c)If a ceiling,wall,floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels,the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors.is less than or equal to the U-value requirement(035 for doors). . a14 tME Tp� The Town of Barnstable BAMSTABM MA-Qa �' Department of Health Safety and Environmental Services Eoi otee Building Division 367 Main Street,Hyannis MA 0 601 Office: 508-862-4038 Lf V Ralph Crossen Fax: 508-790-6230 Building Commissioner PLAN REVIEW Owner: (� L 6 i-L V Map/Parcel: 3 +9 l� Project Address: 1 QPP)tqSLeQ0 til Builder: lnT 7' The following items were noted on reviewing: V �C ID —TU 6 ' l 7 Please call 508 862-4038 for re-inspection. by: Csq'-'�— Q, Date:- q:building:forms:review III ^•-� IIL, -- 1111 tilf, Iatl - Itall, �.11■ � �;�.. ���/���1/ ''1�= i�■'I� 1■. _� �� ■1t-� t//i� Its: si i — I �I I ';�; 1�1 I;a�' !.=e�■ram■a.tr!�� i �t i! `ISI .IA■ Q;�Qj'��i�i liipoa lull I 1 :■ ••■� :;i•'•1 Ijl•i9 ,i J it I�Lt.e�ili�r l��•!■�91 11I��, �i t 1[I 1`i`■Splly -T,rfil�S:alt�l'\ ■., _,�, Ivlamllou,t.l Ili' n I MCI; till-e`i 1-1: —!■■•Tai�l '�J�!a ia11�li''�\`� ' .1.1 .1.) 1'�II 'll a lQlr.■S.t.1 r iii .�i! 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L y-o m 1 .4V 4 4'-4� A\16.hSE�r tN 1` -I'.4':los_Tl .;Jro.�•o uGa.00..Ga r'�, f The Town of Barnstable FTHE 1pN�O Department of Health Safety and Environmental Services Building Division '* BAMSTABI.t: ' 367 Main Street,Hyannis MA 02601 MASS. 9 1639n. �AIFD MP'1 a Office: 508-862-4038 Ralph Crosses Fax: 508-790-6230 Building Commissioner HOMEOWNER LICENSE EXEMPTION Please Print DATE: �� a(4/ °2 D 00 JOB LOCATION: lP y C�)PreJ'J 1 o i h t C,r,11yC"7,_,_.,CP Tnumber street village "HOMEOWNER": D O i7 rla 1 011 aCA e� LO n 5 (yt>,?)4 20—914 O.S CSD Y) Lf z-0 name home phone# work phone# CURRENT MAILING ADDRESS: T` s.P c,-nAWiC-. rrLA C)2. -7 city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not-possess a.license,,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said pr, edures d regurements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from th- provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:FORMS:EXEMPTN ----------------- T I M B E R B E A M D E S I G N ____Design of Beam 4: 24 ' Floor-Beam- Design Code NDS (1991) Building Code : BOCA Beam Type Floor Bearing Width List : 3,3 Left Span Cantilever? : N Right Span Cantilever? N Tributary Width (Spacing) 10'-0" Input Area Load Data Input Area Dead Load 0.0150 K /Ft -2 $ Input Area Live Load 0.0400 K /Ft -2 Input Options OF MASSq�G `1 Pattern Live Load. Y Wet Condition? Total Load Deflection Limit : L/300.00 Live Load Deflection Limit : L/360.00 w w Maximum Stress Ratio : 1.00 O� AReG1sji, List of Sections '�OFEssioNa` S P A N D A T A DATA TYPE SPAN 1 Span Length: 24' -0" NOTE: Length is to Centerline of Bearing. Construction Details Should be Considered in Determining Full Length. R E A C T I O N S NODE LOAD NO COMB PX PY MOMENT Units K K K -Ft LOAD COMBINATIONS: COMB 1 DL Only DOL=0.90 COMB 2 : DL + LL on All Spans DOL=1 .00 1 1 0.0000 ' 1.8000 0.0000 2 0.0000 6.6000 0.0000 2 1 0.0000 1.8000 0.0000. 2 0.0000 6.6000 0.0000 C R I T I C A L S T R E S S E S S U M M A R Y REF SECTION GOVERN BENDING SHEAR . LL-DEFL TL-DEFL NO NAME STATUS CRIT RATIO LC RATIO LC RATIO LC RATIO LC _----�-- __________________________________________________________________ ;1 CWl.Ox30 OK TL-DEFL 0.617 2 0.146 2 0. 757 -2 0.868 2-- GAS 1-6F Design-of Beam 1�24'=Balcony Beam -- -- - - - INPUT Floor I Live Load ( K /Ft -2) 0.06 I Slope 0 in 12 Code : BOCA I Dead Load ( K /Ft -2) 0.015 ( Species. Wet Use : No I Snow Load ( K /Ft -2) : 0 I Grade : 1 .8E Rep. Use : No I TL Deflection : L/240 I Trib. Width : 2 '-0" Lt. Cant. : N ( LL Deflection : L/360 ( DOL 100 Rt. Cant. : N I Pattern Loading Yes I Side Loaded : .NO SPAN DATA (Length is to center line of bearing) I SPAN 1 Length 24'-011 EACH Actual 124' -2.2511 ®� Brg. 1.5" 311 Total Length 24 ' -2.25" MEMBER SE.LEC-T-ED von e e c LVL 1.._8E�1._7.5x11.87 x3 PRo�Ess IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL I REACTION I BENDING I SHEAR I LL-DEFL; I TL-DEFL I ( K ) I ( K /In -2) 1 ( K /In -2) I ( In) I ( In) MAX VALUE I 1.8 I 1.05 I 0.039511 I -0.679 i -0.849 % OF ALLOW i n/a i 40 I 13 I 84 .I 70 . LOCATION I 0" I 12 '-0" 122.8854 Ft I 12 ' -0" I 12 '-0" . MAXIMUM HANGER FORCES 1.8 K (LEFT) 1.8 K . (RIGHT) ------------------------------------------------------------ 11.88 In. I Deep ----------------------------------------------------------- I I I ( I I 1800 lbs Max. 1800 lbs Ma X. 360 lbs DL 360 lbs DL 1440 lbs LL 1440 lbs LL 1.8 K 1.8 K General Notes 1. Beam weight i.s assumed to be included in Dead Load. 2 . Load locations given are measured from the left end of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left end of the structure. 4. Bearing across full width, of beam is required. 5. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required may be limited by bearing stress on supporting members. 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. 8. Cantilever deflection allowables are based on twice the span length. Design of Beam 2*�1"528—Bean at--2nd�Floory-------------------------------------- INPUT Floor I Live Load ( K /Ft -2) ; 0.05 I Slope 0 in 12 Code ; BOCA { Dead Load ( K /Ft -2) : 0. 115 I Species Wet Use : No ( Snow Load ( K /Ft -2) : 0 I Grade : 1.8E Rep. Use : No { TL Deflection : L/240 I Trib. Width 1 ' -0" Lt. Cant. : N { LL Deflection : L/360 I DOL : 100 Rt. Cant. : N { Pattern Loading : Yes I Side Loaded : NO Ab— SPAN DATA (Length is to center line of bearing) I SPAN 1Length 151 -811 ©Vass+A Actual I 15'-11-1 PA R F Brg. 3" 3 Min. 1.5" 1.511 4 a Total Length 15 ' -11" �`QpFESS NP` ADDITIONAL LOADS (Distances are from left end) Units: K Ft REF { LOAD I LOAD I DISTANCE { LOAD I BEGIN I END NO. { CASE I TYPE ( TO START { LENGTH I VALUE ( VALUE 1 I D { C i 4 { { 0.36 i 2 I L I C 1 4 I I 1.44 MEMBER :SELEC-TED=�- Gener14 LVL 1.._8E,1-.75x-1-l--8.7.5x.2 (-IS-MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL { REACTION I BENDING ( SHEAR I LL-DEFL I TL-DEFL I ( K ) I ( K /In -2) I ( K /In -2) I ( In) I ( In) MAX VALUE I 2.633 I 1.357 I 0.088386 I -0.237 I -0.454 % OF ALLOW { n/a I 52 { 31 I 45 { 57 LOCATION { 0" { 5' -.576" 1141 -6.625" I 71 -5.235" I 71-5.235" MAXIMUM HANGER FORCES 2 .633 K (LEFT) 1.752 K (RIGHT) ------------------------------------------------------------ i 1 11.88 In. i { Deep ----------------------------------------------------------- I I I I I I 2633 lbs Max. 1752 lbs Ma X. 1169 lbs DL 992 .7 lbs DL 1464 lbs LL 759.3 lbs LL 2.6 K 1.8 K General Notes 1. Beam weight is assumed to be included in Dead Load. 2. Load locations given are measured from the left end of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left end of the structure. 4. Bearing across full width of beam is required. 5. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required may be limited by bearing stress on supporting members. 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. 8. Cantilever deflection allowables are based on twice the span length. T T I M B E R B E A M D E S I G N - -- ------------- Design of Beam 3: t2-4,�-Beam=At Garage Design Code - NUS-( 991) Building Code : BOCA Beam Type : Floor Bearing Width List : 3,3 Left Span Cantilever? : N Right Span Cantilever? : N Tributary Width (Spacing) 151-011 Input Area Load Data Input Area Dead Load 0.0150 K /Ft -2 Input Area Live Load 0.0400 K /Ft -2 Input Options Pattern Live Load? y ��� �0• Wet Condition? : z ����S Oa�" N Total Load Deflection Limit : L/240..00 0 go.29 ,° W Live Load Deflection Limit : L/360.00 0 Q. Maximum Stress Ratio : 1.00 List of Sections pR�FESsiolk S P A N D A T A DATA TYPE SPAN 1 Span Length: 2V -0" NOTE: Length is to Centerline of Bearing. Construction Details Should be Considered in Determining Full Length. R E A C T I O N S - NODE LOAD NO COMB PX PY MOMENT Units K K K -Ft - LOAD COMBINATIONS: COMB 1 DL Only DOL=0..90 COMB 2 : DL + LL on All Spans DOL=1.00 1 1 0.0000 2.7000 0.0000 2• 0.0000 9.9000 0.0000 2 1 0.0000 2.7000 0.0000 2 0.0000 9.9000 0.0000 C R I T I C A L S T R E S S E S S U M M A R Y - REF SECTION GOVERN BENDING $HEAR LL-DEFL TL-DEFL- ' . NO NAME STATUS CRIT RATIO LC RATIO LC RATIO LC RATIO LC 2 W10x39 OK LL-DEFL 0.713 2 0.220 2 0.924 2 0.847 2 -------------------------------------------------------------------------------- C R I T I C A L S T R E S S E S D E T A I L S DATA TYPE SPAN 1 General Notes 1. Beam weight is assumed to be included in Dead Load. 2. Load locations given are measured from the left end of the structure. 3. Locations of maximum moment and deflection are measured from the left end of each span. 4. Bearing across full width of beam is required. 5. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required may be limited by bearing stress on supporting members. 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. 8. Cantilever deflection allowables are based on twice the span length.. --------------------------------------------------------------------------------- -------------------------------------------------------------------------------- C R I T I C A L S T R E S S E S S U M M A R Y REF SECTION GOVERN BENDING SHEAR LL-DEFL TL-DEFL NO NAME STATUS CRIT RATIO LC RATIO LC RATIO LC RATIO LC ---------------------------------------------------------------------------------- �W12x26 OK LL-DEFL. 0.898 2 0.245 2 0.946 2 0. 8 2 General Notes ;�•� 1. Beam weight is assumed to be included in. Dead Load. 2. Load locations given are measured from the left end of the structure. P 3. Locations of maximum moment and deflection area measured from the left end of each span. 0•29 0 ,� 4. Bearing across full width of beam is required. 5. Structural adequacy of supporting members must be confirmed.. A GIS �oFsslc,Np`� 6. Bearing lengths required may be limited by bearing stress on supporting members. 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. 8. Cantilever deflection allowables are based on twice the span length. C R I T I C A L S T R E S S E S S U M M A R Y REF SECTION GOVERN BENDING SHEAR LL-DEFL TL-DEFL NO NAME STATUS CRIT RATIO LC RATIO LC RATIO LC RATIO LC 4 W14x26 OK BENDING 0.850 2 0.194 2 0.788 2 0.722 2 General Notes 1 . Beam weight is assumed to be included in Dead Load. 2. Load locations given are measured from the left end of the structure. 3. Locations of maximum moment and deflection are measured from the left end of each span. 4. Bearing across full width of beam is required. 5. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required may be limited by bearing stress on supporting members. 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. 8. Cantilever deflection allowables are based on twice the span length. '' LONG RESIDENCE Check of Beam 6: 11' Balcony Beam INPUT Floor I Live Load ( K /Ft ^2) : 0.06 1 Slope 0 in 12 Code BOCA I. Dead Load ( K /Ft ^2) : 0.015 4 Species Wet Use No I Snow Load ( K /Ft ^2) : 0 I Grade 1.8E Rep. Use No I TL Deflection : L/240 I Trib. Width 6'-011 Lt. Cant. : N I LL Deflection : L/360 I DOL : 100 Rt. Cant. : N i Pattern Loading : Yes I Side Loaded NO /n SPAN DATA (Length is to center line of bearing) I SPAN 1 D0 Length 111-0" Actual 1 11'-1.5" Brg. 1.5" 1.5" Min. 1.511 1.511 �+`` M 0• Total Length 11'-1.5" o Wkvv� Op a MEMBER SELECTED v w Generic LVL 1.8E 2xlOx2 IS MEMBER OK? : Yes �GRIO- �S10N[► CRITICAL STRESSES SUMMARY CONTROL I REACTION I BENDING i SHEAR I LL-DEFL 1 TL-DEFL I ( K ) { ( K /In ^2) I ( K-/In ^2) I ( In) I ( In) MAX VALUE I 2.475 j 1.225. I 0.077695 ( -0.198 I -0.247 OF ALLOW I n/a l 45 I. 27 I. 53 { 44 LOCATION 1 0" 1 5'-6" 1 10'-1.25" I 5'-6" 1 5'-6" MAXIMUM HANGER FORCES 2.475 K (LEFT) 2.475 K (RIGHT) ------------------------------------------------------------ - 1 1 10 In. Deep I 1 l ------------------------------------------------------------ I I 2475 lbs Max. 2475 lbs Max. 495 lbs DL 495 lbs DL 1980 lbs LL 1980 lbs LL 2.5 K 2.5 K General Notes 1. Beam weight is assumed to be included in Dead- Load. 2. Load locations given are measured from the left end of the structure. 3. Locations of maximum moment, stress and deflection are measured from the left end of the structure. 4. Bearing across full width of beam is required. 5. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required may be limited by bearing stress on supporting members. 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. 8. Cantilever deflection allowables are based on twice the span length. ------------- T I M B E R B E A M D E S I G N Design of Beam 2: 24 ' Itr Floor Beam Design Code NDS (1991) Building Code : BOCA %sOC Beam Type : Floor Bearing Width List : 3,3 Left Span Cantilever? N Right Span Cantilever? : N Tributary Width (Spacing) 11' -0" Input Area Load Data Input Area Dead Load 0.0150 K /Ft -2 Input Area Live Load 0.0400 K /Ft -2 ,A it Input Options 1 Pattern Live Load? Y l' Wet Condition? Total Load Deflection Limit : L/300.00 Live Load Deflection Limit : L/360.00 Maximum Stress Ratio : 1 .00 List of Sections OFESS10NP� S P A N D A T A DATA TYPE SPAN 1 Span Length: 24 ' -011 v NOTE: Length is to Centerline of Bearing. Construction Details Should be Considered in Determining Full Length. R E A C T I O N S NODE LOAD NO COMB PX PY MOMENT Units K K -K -Ft LOAD COMBINATIONS: COMB 1 : DL Only DOL=0.90 COMB 2 : DL + LL on All Spans DOL=1.00 1 1 0.0000 1.9800 0.0000 2 0.0000 7.2600 0.0000 2 1 0.0000 1.9800 0.0000 . 2 0.0000 7.2600 0.0000 f C R I T I C A L ` S T R E S S E S S U M M A R Y REF SECTION GOVERN BENDING SHEAR LL-DEFL TL-DEFL NO NAME STATUS CRIT RATIO LC RATIO LC RATIO LC RATIO LC 1 W10x30 OK TL-DEFL 0.679 2 0. 161 2 0.833 2 0.954 2 W12x26 OK TL-DEFL 0.659 2 0.179 2 0.694 G 0.795 2 W14x22 OK TL-DEFL 0.759 2 0. 160 2 0.711 2 0.815 2 General Notes 1. Beam weight is assumed to be included in Dead Load. of OASSAcyG 2 . Load locations given are measured from the left end ���'� p• SF� of the structure. zW �o�$e 3. Locations of maximum noment and deflection are o $1; ki oW measured from the left end of each span. op. 4. Bearing across full width of beam is required. o � 5. Structural adequacy of supporting members must be confirmed. Po s%oNP� 6. Bearing lengths required may be limited by bearing stress on supporting members. 7 A negative reaction indicates that the beam must be fastened to the support to resist uplift. 8. Cantilever deflection allowables are based on twice the span length. y C R I T I C A L S T R E S S E S D E T A I L S DATA TYPE SPAN 1 General Notes 1. Beam weight is assumed to be included in Dead Load. 2. Load locations given are measured from the left end of the structure. 3. Locations of maximum moment and deflection are measured from the left end of each span. 4. Bearing across full width of beam is required. 5. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required may be limited by bearing stress on supporting members. 7. A negative reaction indicates that the beam must be fastened. to the support to resist uplift. 8. Cantilever deflection allowables are based on twice the span length. - --------------------- C R I T I C A L S T R E S S E S S U M M A R Y REF SECTION . = GOVERN BENDING SHEAR LL-DEFL TL-DEFL NO NAME STATUS CRIT RATIO LC RATIO LC RATIO LC RATIO LC - - ------------------------- �12x22 OK TL-DEFL 0.787 2 0. 143 2 0.825 2 0.945 2 General Notes 1. Beam weight is assumed to be included in Dead Load. �-of MASSq�, 2.. Load locations given are measured from the left end of the structure. 3. Locations of maximum moment and deflection are BASH as$ measured from the left end of each span. No.29 �o 4. Bearing across full width of beam is required. -.c� �a 5. Structural adequacy of supporting members must. be confirmed. 6. Bearing lengths required may be limited by bearing stress on supporting members. 'VOL 7. A negative reaction indicates that the beam must be fastened to the support to resist uplift. 8. Cantilever deflection allowables are based on twice the span length. , I L ��.y i. ,w'a 1... .. �'�ly��.�� `�fil�A\ �,� ..._ b F + d �"� • �. "1•V �'c �X x � ---Tk , DiMatteo Peter From: Malone Kathy Sent: Monday Augut 13, 2001 10:00 AM To: Perry, Tom Cc: DiMatteo Peter Subject: FW: Problem at Cyprus Point, Barnstable ---------- From: Schlegel, Frank To: Maloney, Kathy Subject: Problem at Cyprus Point, Barnstable Date: Monday, August 13, 2001 9:59AM Hi Kathy. Highway notified me that a house under construction at Cyprus Point, Barnstable at the cul-de-sac is causing sand to wash into the road. The number highway provided was#86 but I don't have a record of that address being issued? When I called highway to recheck the number they weren't positive of the number and said the house was occupied and the whole font yard was dirt with no lawn! This road is slated to be recoated by the highway division next week. The builder needs to clean the road and put up hay bails or some type of erosion control to keep the property from washing into the road. Please have the inspector of this site notify the builder if a permit is still open. The last time' the highway division had to clean up one of these problems it cost the builder about $1500! It will need to be done ASAP. Let me know if there will be a problem. THANX. oL U` O� e o��S`1ee U-9 L\ -nc>Q wee P � i PLAN REF. 235/149 DEED REF. 2926/34 0164 FLOOD ZONE: C. ®,j ZONING: »RF I" � Jo ASSESSORS MAP.- 349163 TACBOLT OF HYDRANT 0 VERLA Y PROTECTION.• AP ELEV = 100" (ASSUMED) ., ��s AII37B,ID LANE PRdOSED , �/ LOCUS MAP �O 4- EDROCJM HOUSE - - AS LOT 62 - TOWN WATER ' 9 /10, NOTE. FINAL GRADING AROUND HOUSE BY CONTRACTOR OW SITE �c SE I/1lA GE PLAN y PREPARED FOR �,� 9 ; �• SYSTEM GRADING Pt 9� / , / I ' -------------- ORIGINAL GRADE MICHAEL LONG �/ / ' 96 �� 1 FINAL GRADE LOCA TED $ ; IAS -LOT -63 �' �' TP2, 9 O ' AREA= 49626.t sglft As LOT 64 of 64 CYPRESS POINT TOWN WATER ' A. CUMMAQUID, (BARNSTABLE) MA 2 / W No: 32M JUNE. 26, 2000 )"A WEE SUR VEY CONSUL TAN TS �' �� / •� I CERTIFY THAT THIS SURVEY AND PLAN WERE MADE P. O. BOX 265 O IN ACCORDANCE WITH THE PROCEDURAL AND TECHNICAL C'9p� ___ / 1, `h STANDARDS FOR THE PRACTICE OF LAND SURVEYING IN UNIT 5, 408 INDUSTRY ROAD THE MONWEALTH OF MASSACHUSETTS. MARSTONS MILLS, MA. 02648 ®d PH.(508)428-0055 — FAX(508)420-5553 PAUL A MERITHEA; P.G S. AT 1 ON, GRAPHIC SCALE � 40 p 20 40 80 160 WILUAM LIE13EfiMAN �. Sy . 230710 IN FEET ) LOT 206 jS9. ,p, F ApK� 1 inch = 40 M ap LOT 205 �, �l JOB f 52386A CB SHEET ] OF 2 I 84 r!� PLAN REF 2351149 ��� .� DEED REF 2926/34 8�� �o FLOOD ZONE: »C" ZONING: RF—I J a a /r i� —_y � p9 ►',� ASSESSORS MAP 349163 o N \\ TA OF HYDRANT O VERLA Y PROTECTION: AP c / !t4o J ELEV = 100 (ASSUMED) �p� HAA(STEAD LANE \ 4 b Gs i LOCUS MAP pRd OSED ► , 1 �O \ 4- EDROgM HOUSE AS LOT 62 TOWN WATER /10 , 66 ^i 1 / , r ' / NOTE. i'INAL GRADING AROUND HOUSE SITE SETA G.E PLAN JB5 `\ % �i r s r /� �'/ ��-_/� BY CONTRACTOR/OWNER ' r PREPARED FOR ' �' SYSTEM GRADING O -------------- ORIGINAL GRADE MICHAEL LONG TP1 �- l j FINAL GRADE /AS 'LOT 63 `M� LOCATED TPz, 9 '� AREA= 49626f sq/ft 64 CYPRESS POINT �� A.S. LOT 64 � / RNSTABLE MA 1 BA � CUMMA UID / / r TO lfN WATER ' JUNE 26, 2000 ti06 )oANKEE SURVEY CONSUL TANTS _ 0 / 0 •�V I CERTIFY THAT THIS SURVEY AND PLAN WERE MADE P. O. BOX 265 IN ACCORDANCE WITH THE PROCEDURAL AND TECHNICAL UNIT 5, 408 INDUSTRY ROAD STANDARDS FVR THE PRACTICE OF LAND SURVEYING IN TH ,&WONWEALTH OF MASSACHUSE77S' MARSTONS MILLS, MA. 02648 '7, r7 a n PH.(508)428—0055 — FAX(508)420-5553 --- PAUL A. MERITHEW, P.L S. DA E Of a GRAPHIC SCALE � C��/[' ```` ` � :Gp 40 0 20 40 e0 160 s WIL LIAM � s'7p3o �b L.IEBEfiMAN .w No. 23g71 p � IN FEET ) LOT 206 J59 PO, E roNA 1 inch = 40 ft_ DO vV � hf l LOT 205 52366A CE oa J SHEET I OF 2 I , 1 .NOTE.- DIG OUT 5' ALL AROUND 70 C" ? 7OP OF Fl7uNDATION LAYER AND REPLACE WITH CLEAN SAND r= 20' MIN. 10' MIN. AS PER TITLE V CONCRETE COVERS 4" SCHEDULE 40 P. VC. ELEV=100' MIN. PITCH 118 PER FT 2"LAYER OF CONCRETE COVER l/B —l/2" EL=99' 98' WASHED S717NE ORIGINAL & FINAL GRADE El- 8" —� 12" MAX 7 7 7 7 4' SCH 40 PVC PITCH 114" PER FT. [ CLEAN SAND 36" 10' 10"LOW LINE � 18 AK EL=95.8 MAX INVERT UN EL.=_96.65 1MIN. 14" 40' �2.E 0 0 0 0 o a C3 0 °o 0 4 CAS INVERT LEVEL o 0 0 0 0 0°00 BAFFLE 6 SUM ° o a o 0 o a a INVERT EL.= 9_6.0 IN INVERT o° °o .00000 EL.=96.35 _ EL,= 95�67n_ �JEL.= 952�5T_ 4 4 (7V BE PLACED ON HRM BASE) DLJ c7 DISTRl D UTIOi Y INVERT, MArHAN/CALLY COMPACTED OR 6" OF SMNE BOX ' GALLONS EL.= 95 SEPTIC TANK TO BE WATER TESTED 3 ACME 500 CAL UNITS 12.5' X 34.5' PLACE ON 6" S719NE 3��� IYA4 7 ST17NE" SOIL ABSORPTION SYSTEM (SAS) ` SEWAGE 'OF BOTTOM of TEST HOLE ELEV=_B2"_ AGE DISPOSAL SYSTEM OBSERVATION HOLE I ELEv=-94'_ 98' NOT TO SCALE PERCOLATION RATE S5__ MIN./ INCH AT _2:_ OBSERVATION HOLE 2 ELEV=_____ DEPTH HORM TEXTURE COLOR A(077 OTHER DEPTH RORFZ TEXTURE COLOR MO77 OTHER 0-5" A SANDY LOAM JOYR 6-: 0-5 A SANDY LOAM JOYR 8-1 5"-4' B LOAMY SAND IOYR 5-8 S70NES 5"-4.5' B LOAMY SAND JOYR 5-8 4-12' C SILTY SAND JOYR 6-4 4.5'-12' C SILTY SAND JOYR B-4 GENERAL NOTES NO WATER ENCOUNTERED NO WATER ENCOUNTERED 1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. SOIL TEST TITLE 5 AND THE TOWN OF _BARl�f. LUME____ RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. DATE OF SOIL 'TEST 811814"" SOIL TEST DONE BY BRUCE MURPHY R/S 2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO WITNESSED BY: DONNA MIORANVI WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12" 3 ACME 500 CAL UNITS SPACED 6" APART. 3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF 4' STIONE SIDES AND ENDS 5 FT. OF DRIVES OR PARKING AREASS. THEY OAAD NC SHALL WITHIN DESIGN CALCULA TIONS.' USED UNDER OR WITHIN 5 FT. OF DRIVES OR PARKING AREAS. 4 4) ANY MASONARY UNITS USED TO BRING COVERS 70 GRADE SHALL NUMBER OF BEDROOMS . . . . . . . . BE MORTERED IN PLACE. GARBAGE DISPOSAL . . . . . . . . . NO 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH TOTAL ESTIMA TED FL0 W GAL/DA Y DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO ���ytM ( _110_—GAL/BR/DAY x _4___ BR) 440 OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. +cfy� REQUIRED SEPTIC TANK CAPACITY 1500 CAL 6 UTILITIES SH to OWN ARE APPROXIMATE ONLY, EXCA VA CONTRACTOR O WILLIAM rn SOIL CLASSIFICATION . . . . . . . . I IS TO CALL "DIC— SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS as LIEBERMAN r,. < 5 MIN./IN. PRIOR TO COMMENCING WORK ON SITE. DESIGN PERCOLATION RATE,A No. 23�71 0 5 CAL DA Y S F. .� 7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS �► F � �� EFFLUENT LOADING RATE . . . . . / / SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. °'rE Q18T£P��.�ir LEACHING CAPACITY (AREA X RATE) 458 CAL/DAY 8) PARCEL IS IN FLOOD ZONE__��-------- OHA RESERVE LEACHING CAPACITY . . . 458 CAL/DA Y 9) LOT IS SHOWN ON ASSESSORS MAP 349 _ AS PARCEL 63dD____ (34.5 X 12.5 X . 74)t(34.5t34.5t12.5t12.5 X 2 X . 74J JOB NUMBER_ 52386A SHEET 2 OF 2