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0033 LOWELL AVENUE - Health
33 Lowell Avenue ---— - -- - ~, A = 036-052 Cotuit k �f L- TOWN OF BARNSTABLE LOCATION 33 IC.OW,5a— AVC SEWAGE# 010 K0 e r, VILLAGE C©r_V t 7" ASSESSOR'S MAP&PARCEL 17 15-�. INSTALLER'S NAME&PHONE NO.CA()w t De CrJ rrWE PU S ES 4 77 SS 3 SEPTIC TANK CAPACITY S a® Gee. 14-10 LEACHING FACILITY.(type) -3 F(-Ou 0 c i7fo 5®k S (size) .3� �9 (X NO.OF BEDROOMS OWNER 1146865A cz. W4LLAC.6 R1 00L,9- i PERMIT DATE: 1 02®I Cp COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility NIA Feet Private Water Supply Well and Leaching Facility(If any wells exist on / site or within 200 feet of leaching facility) fJ 1 A Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) N A Feet FURNISHED BY � d - REAR i_ ILLS ' g.-i - 25 ` 433 /Oval/� o E l.Co� ` 4 31 O A- 3 - 34 .4� B-3 = 43` 3 A-Lim 52.E RPM = 62 O NAt TAt4K No.✓—�� ' / Fee w THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: e PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS application for Nsposal *pstem (Construction permit Application for a Permit to Construct(•f Repair( ) Upgrade( ) Abandon( ) ❑Complete System 2TnZvidual Components Location Address or Lot No.33 6314\ dwe, & Owner's Name,Address,and Tel.No. Assessor's Map/Parcel b3(o-&5 Z Installer's Name,Ad ress,and Tel.No. r -1-1 -� Designer's Nam � e,Address, nd Tel.No. 1rj C s3 L C k-t srr- A s Type of Building: Dwelling No.of Bedrooms �j Lot Size L13.,$2O sq.ft. Garbage Grinder(N a Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) '3 6 gpd Design flow provided gpd Plan Date_�XCu,6,- L .j Z°1 Number of sheets Revision Date Title �Ca Q�atr\ M�ra4� Size of Septic Tank l Suo Type of S.A.S. - Rr-) �rFF�So�S Description of Soil_�,rc 151 $r� m c , o Ltp`tes�c� 50'mJY A 0-46" 1_2 (KYUK LobM S�R�J �o�� slep 4�- 7 L c.4yCk- MtD 5A\D Z•S'f 7I`-� Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. i Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. ':!� L � Date Issued Fee�--� ^ .,. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN .OF BARNSTABLE, MASSACHUSETTS es 21ppIiratiott for Bt�jposaY..*pstem Construrtion jermit Application for a Permit to Construct(--)' Repair( ) Upgrade.( ) Abandon( ) ❑Complete System ndividual Components Location Address or Lot No.3'3 Lo-c-\\ Nx-. (o Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 63(�-6SZ Installer's Name,Address,and Tel.No. `Designer's Name,Address,and Tel.No. l S'3( o,rr.ve.rc.��{l Sr ✓y►a S R 7Fv Type of Building: Dwelling No.of Bedrooms Lot Size y3�gZy sq.ft. Garbage Grinder(P J) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) �j3 gpd Design flow provided gpd —Plan 'DateD!C(rnV-,, Z of Number of sheets Revision Date Title '9'k- ky" �Cb m-c. 1,yebvtyvSl Size of Septic Tank k Sop Type of S.A.S. 3- YAo-4 A,#jam o Description of Soil 1.5 1 M iS10 LJ>YCP� 5�vooy (tA y-Y R y( \o* sI rQ Nature of Repairs or Alterations(Answer when applicable) 1 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of F Compliance has been issued by this Board of Health. Si a Date Application Approved by Date 7 / Application Disapproved by Date IF for the following reasons Permit No. -- CJy Date Issued --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Cotttpfiattrr THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed Repaired( ) Upgraded( ) Abandoned( )by at 33- e w v`e— has been constructed in accordance with the provisions of Title 5 and the f1or Disposal System Construction Permit N �� " dated J Installer c(� (� � --r p z 1 '; Designer #bedrooms Approved design flow n�, �t gpd The issuance f this permit shall not be construed as a guarantee that the system will ncJas designed. Date j Inspector / ; ,1� i No. q 36) Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Disposal *pstrm Cottstruttiott hermit Permission is hereby granted to Construct(� Repair( ) Upgrade( ) Abandon( ) System located at 33 Low_ Avp-__. and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be co plete within three years of the date of this ermit. `+ Date l 4 7 / (o Approve y — ♦ y _v V " nr- • ,ra` - r,` ., �. ',�""'"+w.,....,. p, � � '^sr°'uYi'"' �R(tOnf{D�i(t�,7G k: kt s.19 r c x to "'i9, ��en e.,..r.� B S K,iS rwl';1 � �. ¢ 6 µ —•.. � Man �} 4 s `4' .3W A es J! r c i � ,. ,� ��„ � .4 ,, ��. �*`I„InfL k',a€ a� �Gi.. ' '� � F© - "�_- � S�2 �• 1 _ � r S�wru „ r P _ _ ff JM�� �. (It. a M f f�?,uit.eath{,. : �� 1 a %•�:' � � �� �� � � ��� _ ,,' ,:' � S �, e � �,, r :a)4� '� • •� a.'""�� "" -C` w 014 —fl q. -wz)— i'4o , ` E - a 4. w .. y. , f t•' fP a It (� = l t t FIRST FLOOR PLAN �.. A 7 Y1'k�«oY2' jg''X9Z�r •r - ' k + Y w P +eua op It r 017E`i ib a r� ,% fi e!'1 .e w r ,� .r`�^��• '� m' ,�" .,ram - �rea ' • � 5' W'1 e> '$ i $ i �=_ 4 - n I , � r s _ rL 22' 41 „ w wa. 71 k � <2 ,. wr • �.n � or� F P� 4 E E -o°r,�as.nm oneo°m'axi'° 52 �d c oc.aems xo��o�w exi" m 013 Mlle d � ao.K�,a.eo.e�ooa d s S S°< a s s s s H � 4 ..�<wxtiam BATH. ae,x. xxn w \ WN BEDROOM a 11 V - 6ARA:6E Y y A x VEST. D _ a A wean.rn is ------------------ I .------------------ ,x+vaxxn ea � � sr SSS �,gye 3e S�.d� F$!1 91F3�9! C j N (D C 7 C N 72 5, LL �¢N O O O LL FLOOR PLAN LIVIN6 AREA=455 50.FT. J.� LL GARAGE AREA=5-12 50.FT. cl)0 �MU lob aa.: date —le ea3wa: A-2 ISSUED FOR CONSTRUCTION >m 7 Of I i f Town of Barnstable Regulatory Services Richard V. Scali, Interim Director KAM Public Health Division A Thomas McKean, Director 200 Main Street,Hyannis, MA 0260.1 Office: 50$-$62-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: 10 e.17 Sewage Permit# Assessor's Map\Parcel 03 ~0 S2. Designer: fu11-i-#g Installer: C4 G�.'ue / Ou r Address: 42r k r Address: AlgSCpee A.4 02CY7 On 12 7 Zo(L Sub/,'V40 EAI ;4&et,n was issued a permit to install a (date) (installer) septic system at c,,�$ .� �'i (� �o based on a design drawn by (address) Svll�� At .geer.'A dated l Zo 16 (designer) X_ I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the .distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. 0_10 -r-wr a k ��;s�•„J r@/►4:n +./to VN.`Iei,—Y, I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical:relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required)was inspected and the soils were found satisfactory. I certify.that the system referenced above was construct e ce with the terms of the approval letters(if applicable) 0r .( nst ler's Slgnatu ) LEIF (Designer's Si azure) (Affix Designer's Stamp 14ere) LEASE RETURN TO BARN'STABLE PUBLIC HEALTH DIVISION. CERTIFICATE F COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANKYOU. QASepticDesigner Certification Form Rev 8-14-13.doc I0 39Vd ONI JN3 NVAi-n1S LZ968Zb809 89:ZZ L10Z/0Z/E0 Town of Barnstable P# ��8 aFtNE Department of Regulatory Services + iARNSfABLE, � Public Health Division Date �U//3 �� CD MA88. 1 0639. 200 Main Street,Hyannis MA 02601 Fes► W Date Scheduled Time Fee Pd. Soil Suitability Assessment for Se e Disposal CA w Performed By: U►�IV U W���e� bI ' CUB S�1�1�� Witnessed By: r r LOCATION & GENERAL INFORMATION Location Address Owner's Name TherescL ' (ftiAttl «��_�.� IG 53 LOWeII AVe-• Address �(p MGLDI►S I�G-- Cvi-v I t Nuh0,V, 0 b�qob Assessor's Map/Parcel: a3(D Z Engineer's Na7 I,}-1 n UIItVkN \ I -\e rtn9 ? C�YIS y � NEW CONSnnTRUCTION11 X` REPAIR Telephone# y Land Use Slo2'n-- y� 9CP���Q�'C�0. \ es % ,N�p ( ) (� �a Surface Stones ' Distances from: Open Water Body Possible Wet Area 56d ft Drinking Water Well S 6D ft Drainage Way N Ar ft Property Line Gb ft Other Al N ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) <Ojy�l,<QjjF, o�Do� 0#86 t i P ' 3� Parent material(geologic) 00�w�� Depth to Bedrock 3�b Depth to Groundwater: Standing Water in Hole: !v-Al— Weeping from Pit Face AJ PS Estimated Seasonal High Groundwater b— 'L.Q ��DETERNIN,0 N,-FOR�SEAS0N HIGH WATER TAB E A 6 .......... ._........ v........<a.....ei..w.F..u..._..ar,,,.w........,. i............ ......... Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATIONTwEST Date 1 _ Trme 1 Observation Hole# ) 3 Time at 9" Depth of Perc 1 g„ so 1 Time at 6" Start Pre-soak Time @ ZT (or,\ Time(9"-6") rt'r End Pre-soak Rate Min./Inch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC DEEP OBSER M.Hole# � z,. VATIONyHOLE LOGS . . . Depth from Soil Horizon Soil Texture Soil Color Soil Other :. Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) 7 ��NoY :_ (}-1 Mtn V CuJYvr luyfX y I(p DEEP OBSERVATION HOLEHole#. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. +a Consistency.%Gravel) 6 " L �'DEEP'OBSERVATIONHOLE Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) Co lSt 0—W lo_`t-1, DEEP OBSERVATION HOLELOG M. �.... _mom Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) o l o,, QS Iu�clS Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes Within 500 year boundary No Yes Within 100 year fled boundary,No / Yes Depth of Naturally Occurrinp,Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? `(ES If not,what is the depth of naturally occurring pervious material? Certification I certify that on i Oy (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15:017. Signature ( SC-Z- Date Y. 3 Q:\SEPTIC\PERCFORM.DOC f 7 D �03 N 01�,� M� Fizis THE COMMONWEALTH OF MASSACHUSETTS b BOAR® OF HEALTH I've ' '��' TOWN OF BARNSTABLE. 0 Appliratilatt for Diripwial Wi ork,i Tnntrurtinn Prrntit #Applicat' is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: `!ct IV � �I,-_-__-__ _. „_ - COTUIT LOT 2 ON PLAN BOOK 460 PAGE 53 ---•-----•------------------------------- -••-•••-•--•••••---••••--•---•-------•---•-----•---••------•----•---- •-•-------...--•--....•-- Location-Address or Lot No. J.E. & MARION B. DIETZGEN 82 PUTNAM AVE. COTUIT .........--••-- ZY ............................................ nadress a .!�--(.-e---------------------------- ------------------- ....----------........ :U Installer Address UType of Building Size Lot.43 t_83p•._.._....Sq. feet Dwelling— No. of Bedrooms..-------�.-._-----------------------_..Expansion Attic ( N6 Garbage Grinder (ylJS aOther—Type of Building ...............--.--------. No. of persons....--..................... Showers ( ) — Cafeteria ( ) 44 Other fixtures --------------------------- --------------------------........--------------------------.......-----------....--------•---..........•--•••............ W Design Flow.........5`�.............................gallons per person per day. Total daily flow............................................gallons. 9 Septic Tank—Liquid capacity.-I.5{00gallons Length.--1-0.1-_p'Width--5-o-_¢!! Diameter---N/A.... Depth....4.!--O Disposal Trench--No. —I............... Width.... Total Length...2-g�......... Total leaching area.?.56_8-----sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet--.................. Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by..-.J...E. . ............... Date.....04/O1_/93.________. a Test Pit No. I......2--------minutes per inch Depth of Test Pit------12-0... Depth to ground water----RONE...ENC. 44 Test Pit No. 2......2.......minutes per inch Depth of Test Pit------1.2..0... Depth to ground water........'.'............... 04 ........-•-•.................•--••-••--•••••-•---••••-•-••••-•-•••-••-•...........•-••-......................•-••••-••-•---••••.............................. 0 Description of Soil......0.•4...----2-•`5.1....T•0E---MEa.—SZIBSQI.L.%...2-..5.m12-.U1....RE.D.IUM...S.AND.................... x W UNature of Repairs or Alterations—Answer when applicable....................................--.......................................................... ----•---•-..... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal.System in accordance with the provisions of TITLE 5 of the State Environmental Code he undersigned further agrees not to place the system in operation until a Ce ificate of Complia ce as be is y t of th.,�,-7 Sig ... .. ........ .. ..... ..... ............ ....... :............................... ApplicationApproved By ......... ........... ....... ........... ............ - -- ..:. .....-- --- :.-... ...... ...... .,... . .... Application Disapproved for the following rear n ----------------------_....... . ..................................................................................... ................................................ ... .3-- . A .. ...... .---------- ..--- .---- ....-------- .------ .---------------- I--------------.. .........................:......... ........ Dare Permit No. ...... 6 Issued ........ .... - Da :/a/� ��,+Jj�+ ,�f '.� .?ti0' / l✓ it"-✓ O 2 ICJ 03 qft; - r�.c Y Fps..... ,0 THE COMMONWEALTH OF�MASSACHUSETTS BOARD OF HEALTH ^� \ TOWN OF BARNSTABLE A lirafta-it fur Di�� wial Wurl�� � iii Tapt t trnrttnn ramit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: t 1 " ,�LOWEGL--STREEV — COTUIT LOT 2 ON PLAN BOOK 460 ORGE 53 ...........................................•--------........------------•--•---•----....---•------ --•---••-•----•--•-••---•------•----••-•-•....------------....--•-••------•--•-------•------...... Location-Address or Lot No. JEE. & MARION B. DIETZGEN 82 PUTNAM AVE. — COTUIT o,.n.i -•-------------•-----...--••---- -----••-------•-----••--------------------_.naareSS... Wk r ...................................................... Installer Address UType of Building Size LotA 830..........Sq. feet �-, Dwelling—No. of Bedrooms......_2---------------------------------Expansion Attic ( N6 Garbage Grinder (yoS aOther—Type of Building --------------- ---------- No. of persons.....7..................... Showers ( ) — Cafeteria ( ) dOther fixtures --------------------------------------------------------••----------------•-•----------'----•------•-----••••-•-----••-•.....---•-••-----....-------- W Destgn Flow.._._.--.5................................gallons per person per day. Total daily flow-----------.................................gallons. WSeptic Tank—Liquid capacitv..,,.5�Lgallons Lengtli--I-®.l..—O'Width- '.-4-!! Diameter---N�!A.... Depth....AA—r0..° x Disposal Trench—No. -.1................ Width.... Total Length.--2.8.jL......... Total leaching area.2.5.6,S.....sq. ft. 3 Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by----J.E-s...LANDERS CP,ULEY____._..•___---- Date.....04/O1/93 as Test Pit No. l......2_--------minutes per inch Depth of Test Pit......12.-e-0... Depth to ground water-.-NONE...l~NC. fT Test Pit No. 2......2.-_....minutes per inch Depth of Test Pit------Z.2-10... Depth to ground water....................... a •---•----------------------------------------------•--••---...-•------••.....---•----...........---....-•--------------•-...........-----••-------......-•-.. Description of Soil.....�- 0..-m..2- 5_e..--Top...mF.I)�.._319F1S0.1L 2_._5.-.�-2,.(�.,t....M_ED_1U1�...SAND.......----•........ x W ---------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------- U Nature of Repairs or Alterations—Answer when applicable...................................---.............-.........................._.................. - .......--••--•--•----- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance 11as be n is uedd y th 15o rd of ealth.�rw,eeC,1 Signed %...y^..11.....: ...........r..-.......................... ...........................f............ ApplicationApproved BY ................................/ � ......:..... Q....... : ..................... ....... 1 �.�... Dare j Application Disapproved for the following reasgO ................................................................................................................................ �------------------------------ -------------------------------------------------------------' ----------------......... .... ............�. - Permit No. --- " .............. Issued .......... ......:�.. 1..7.. -'--......Dare...... � Daces r THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Certificate tificate of CEomylianrr THJ,S-IS TO �R IFY, That the Indi.v.idual Sewage Disposal System constructed ( ) or Repaired ( ) . ............. ..... ..... ..... 1.. ._.. --------- - _. - _ _... -------------------------------------------------------- by ��,,�^ t �- ---------- --- at ......... ./....1.... :.:�...... ......�-�t�/���. .. �./....�.. � -----(1(./..1....t_�-�.�. ..........__........................... ............ has been installed in accordance with the provisions of TITI.E �of The States ,nvironmental Code as described in the application for Disposal Works Construction Permit No. ---- ...�. dated _...._......._....._..._................. THE ISSUANCE OF THIS CERTIFICATE SH ALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. 1 DATE........................ ......� _ � �- � ...... Inspector -._`1 --o ----------- -- -- - _ ----------_ --------_ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE 1.02No...-� - FEE.... ... /ua���#r� i�n �rrttti� Permissio is hereby granted------- _ L.�1�1..0 5•J - --------- -----------•--------.................................... to Construct ( ),or Repair ( ) an &jvidual Sew esposal S.ystetnat No..--...-I ^m� ��r =�'i ' sc� r1- f / ---------- v... �' as shown on the application for Disposal Works Construction P it No.-�_._ -.. #Date --..... Board of Health DATE-----...: (...` ..................... FORM 36508 HOBBS Q WARREN.INC..PUBLISHERS " 6 �� TOWN OF BARN STABLE 1:.00ATION ��T L./2A/= SEWAGE # '?- ��� VILLAGE L'lj ASSESSOR'S MAP & LOT INSTALLER'S NAME 5z PHONE NO. Y A SEPTIC TANK CAPACITY LEACHING FACILITY:(type) 3 / �` , _(size)��'gi . NO. OF BEDROOMS` PRIVATE WELL OR PUBLIC WATER G BUILDER OR OWNEk_ _-¢- G�/V DATE"PERMIT ISSUED: DATE COMPLIANCE ISSUED=--7 a VARIANCE GRANTED: Yes No IV pl C`vs s p . STRUCTURAL FOUNDATION NOTES o E -NO FOOTING TO BE PLACED IN _ WATER OR FROZEN SOIL - o y N N AE STI�IYaTI MIN FG•9,000 P51 AT 20 i0 46'-0' AT?8 DAYS o N •v -CLEAR CO`/Ht FOR RLiNFORfAN6 i0 t#3' a t H TO BOTTOMS OF FOOTINGS(CAST A6REW 6'-0' - 24'-0' - EARTH)AND VAT SIDE OF FOOTINGS OR a�i r to WALLS. V Z V ° 5'-2- 5'-0' S'-2- -SEE STFPICAL D AILS6ENEE F L OTHEOTESR C .`y AND REMENL DETAILS FOR OTN32 < w REGlIIiiEf1Bl15 ALL STEIL• v°Doi = V ° FIELD FIELD R6 0TO s nrteiL - ra O A DRAWINGS. Y v. Yo N W --------------------- r FOUINDATON GENERAL VTE5� O ++ .. -FILL HE16W CONCRETE WALLS TO BE N C •` -T------- - 10•THICK ON 24'A2•CONTINJOUS CONCRETE - ------- FOOTING W KEY.PROVIDE 2 ROVE OF-5 eo U - REBAR 9 TOP 4 BOTTOM OF WALL(REFER Y - TO SECTIONS 4 DETAILS FOR NULL I0611T5) s A4 C4Wh;ErE FROST KALLS TO BE IW THICK W FOOnN6 W KEY.PROVIDE 2RO lA - r -- -- - - ----- -- - - --------' - - � - OF 5 REBAR a TOP r BOTT.OEI611T OF YlAtl. BE BASED ON GRAVE .. i .4..' F' , ."� '•' `_ ________ - TOR FROM FM 6RADE TO BOTTOM OP 4FOOnNS) , .. n ----------------------- SILCO TYPE G(ABOVE) -51LL5 TO BE(Z)2%6 PRE55F TREATED) .. B W D'EXTENSION ANCHOR BOLTS a 4O OL.MIN W 0- L. IK AND a 1 STD ANCHOR BOLTS e 40'OL.MRL AND a IT FROM TORAHS. (2)PER SILL 1 D' BOLTS SHALL 9**BOTH PLATES AND O •— FROM GOHd✓BL5 TYPICAL, BE FASTENED AlW 9'A3'PLATE WASVER.,. CELLAR SASH MRL(21 BOI-T5 PER SILL n. THERE"SHALT.BE A MR OF 2 BOL15 PER SILL I'V S1ER TO SIT ON LFfBt SILL A _ SEE DETAILS,NOTES Mm SCNER6.E ON L DWG.L FOR ANCHOR BOLTS Mm OnBt " UIffJ(CAVATIZ� a CONNSCTO S FOR AVH0RA6E OF SUPERSTRUCTURE TO BE EMBEDDED IN FOAmAT10N `J d 'P. B VY DIA,LALLY COL r - •- - - A ON 30•160-A2 Pro. BASEMENT SLAB TO EE 4'CONCRETE(3000 IrJ N/d - I - MESH ON 6)MIL VAPOR BARRIER VM P 5TORAGE a y - roP of Foum.WN1� OVERb'raL-6RADED 6RAVE- COMPACTED TO 45%MAX DRY DENRTY TO BE MI EOVE-. Q NNI"W SPADE 10' K'-II• 6 J' b' - ! -6ARAe SLABS TO BE 4'CONCRETE" A COW.o s%6wvcDRr� Vas"� V0010•GONG.FROST WALL _ TO $LOPED APPROX.V DOM TO A4 ON 24'XIT CONT.CONC. ' OVERW"DOORS FOOBN6 YUIN KEY -_ __ D� . b -AN-LS TO OF FILL HEIGHTFOUNDATION - 10'LONG.FROST WALL GW 34'A7 'WALLS TO FR05TW41 Be5 TOSEpA�DW COW.CON:FOOn%WITH KEY; KEY(CAST FROM 2X4) _ Q i _ MAINTAIN 4'-0'MIN FROM GRACE TO BOTTOM OF FOOTING I iDROP TOP OF KALL -------------------------------------- i Y _ - , 16 V..OFFRO SLAB - - L____________ __ ___ _________ � � (GONG.FROST WALL BHDW l_____________________________________________________________J . .. ------------ ------------------ ' w , . ___ _ _________ ____ ___________J . s - 4X4 POST ON 10' DIA GONG.TUBE • - PORTAL PAL.SY5 _ "^ .�.9$� ...•e_• a eo'c NTH HOLMX NHS 9 How B gY 0, a INS - r-e• a.-B. per. 4.-e. I,•6. :�,b=�;;sg .e�e'>i ', Ib.•O.. 6•-0. 24'-0' TOP OF 9—FLOOR . ' TOP OF FROST WALL + 4� N REDAR A. V:`y 10'CONCRETE WALL >-C ON 24'X I2'CONY.. Q F 0 J N D'A T C O N F L A N FOOTING W Key E N � cD SCALE, I/4' s OCON CRETE IOREMNALL y 9 ^W= 24 X 12- Qu NOFOOTING .3 REBAR wNto — C., a� W KEY 3 Z O § o�J T• 10• T' 4� m O O= FEBAR LL- 0 RFEAR job no.: 16o3 .. V date BOfTCM OF Foonru A Bo SEPT.20I6 T IV T —� scale AB NOTED 2a drawn: MM rev. • DETAIL AT FOUND.HALL 4 FR05T kXALL rev. SCALE, I/3° • I'-O' o , >r ISSUED FOR CONSTRUCTION Sbt I of -r E E 0 o O ` 6vNERnL FUN rarer � u -ALL EXT.11ALL5 To BE 3X65 0 16' OL 04E6 NOW OF EMSE) c vu0i •V '-ALL INT.WALLS TO BE 3X45 a IS' a N 10/f OL.(1llMS NOW OTHBWSE) L � v ro -FmAore TO Be AN17ERBEN'400 SERIES' Z KTN NON-REACT-RESISTANT&LASS CS M AND PLYWOOD PADS AND FASTENING . - SYSTEM AS SPECIFIED IN THE BTN ED.OF MAYS.STATE SLIDE.GOLF (REFER TO ELEVATIONS FOR MMTIN col e - PATIBVS) 'Q -REFER TO ELEVATIONS FOR WINDOW Y ,� 46,-0" U�RD.M36MS ABOVE SLOOR ` • s INTE Y -LOCATIONS DOORS I LASED OPENING TO E IODATIONS NOT 3 SILOS ARE 34'-0' TO M CHEATED 5 FALL (4 I/19 O . - •. - - - FROM THE CLOSEST HALL A5 SN" O Y IN PLAN O2 LENIETflED IN SPADE V •� 9'-0' 9'-0' _ •5'-0' 4'-0' I''-0' 5'-0' 14'-0' S'd TO �"• 51C FOLXETBETVEBN IO O sS s�T >g�� r�� ��� YIINDOWITRAKAM c r i BILOO TYPE C. M/12'EXTENSION A D r - CASEMENT.cx 145 N GARAGE .. Y 1 CASEMENT:Cx 145 Mo MRd7N5 i : Tn MAR11N51 BATH. - Ro.:3-0 X 4-s 5/8 - w . L v 4$' EEAM ABOVE ' y /\ ' BEDROOM Y - q 4 rn ALGE55 RATCJI ABOVE - .. _ (36 X 46 FIN DIN) • - - 'Q .. SLOPED CELM� 3'-3'. � r Y 9 - • ABOVE - 1/16'PLYWOOD WITH - - - VEST. NAFR"'FL.&YP-00ARD e 1101/�E Y WALL TIL a A ^ ----------------- .. -b -------- ' r - • CAS@ENi:CX 145(RN � I, 1 i 1 1 ROB 3-0 X 4-5 3/B - 1 i i'1 I I Q I SIMPSON 030 -OJTSWIN& 1 i i 1 1 `Y - - - • - .A � R0,7-10 I/3'X 6'-9' I I I CASEMENT:Cx 171(U.. 1 I I I I 4-5 • - . - I 1. I 1 RO:7-0 X 44i 5/8 y n ` . ETXaE Or FVRLN I � I I 1 Q - e Cc I 1 I 1 9 ROOF AeovE P 1 1 1 I "-�d�s_���<yo I I I 1 lot%4iPr - '3e `-$ �!'a `s r • �eer���3'e�'-ems s Fa3 rs V • Ib 6 34'70' V C 46'-0' CJ CL. (D o VNO� O-0J FLOOR FLAN LIVING AREA = 439SQ. FT. mo SCALE, /4. , ,-0.. .. GARAGE AREA = 569 SQ. FT. l9 job no.: 1603 ' date 30 SEPT.2016 ` - scale AS NOTW drawn: ww I rev. rev. - A-2 0 ISSUED FOR CONSTRUCTION sht 2 of -i v E E AP= 4)AM 251 .wvHirt v b CUPOLA iO B sff MAIL T/AA 0 4 (3)2X0 ANSLED HEADER 4 A4 _ 20'-0"RADIUS a u r'y I SW X 5 V2'LVL POST 5 ASFNAI.T ROOF SHN6LE5 4 LIP TOR RAFTER WITH TO MATCH POST.Ha,S STROONS n 296 BI5500 cCONN. M 12 KTNSTRLNS TIE LS 50 CONN.ON � � � 8 _ ON EACH SIDE TOP.4 SM. 4� EACH SM TOP BOrT. B.6VrrER 0 D017F.i VrS 20'-O"RADIUS SEE PET.B/A5 M COQ A FOR CUSTOM WINDOYB 9 CUPBOARD S Y _ �• - _ 4 CLAPBOARDS CLAPBOARD CWAR SIDINS o ON IX BLOCKBYS MAW RAKE ON IX BLOCKING. nIL '- ❑i .� E (2)2%6 BLOCKING wrtH \ �\ 20'-0"RADIUS ON ONSEACH 51 Ls O carat \ \ _ m ON EACH s1aE TOP aorr. lzl (2)1 B/4'%s 1/2 LVL Pasr KC.eNO�KTH iv iv m ROOF RAFTER I rEAvm COfaNERS ST ON O EACH TIE Ls so caNN. a IT ON EACH SIDE TOP BOTT. r __ _____ - � oP OF sus RCOR — TOP VIALL 9 9 — 1X4 IPE DECKING ON 4-0 X B-O Rm CEDAR F.T.2XB5616"OL. IZESERVE MOOD COLLEtnON _--_ ___ ____ ____________—' i II. 17. I/2" 2'-1 I/2" II /2" 2'-71/2� CUSTOM SERIEB BY CLOPAY iI""Nii"` E A S T E L E VA T 1 O N - ---- ------------"---- --. - J O MATCH UNIT DIM.&UN055TRACTED GI A55 TO MATCH UNIT DIM.d UNOB5TRACTED GLA55 TO MATCH UNIT DIM.d UN055TRACTED 6LA55 Be-ALE, I/4' I'-O' WIDTH DIM.OF WINDOW BELOW WIDTH DIM.OF WINDOW BELOW -WIDTH DIM.OF WINDOW BELOW y a ., ® • N --------- - NOTE:UNIT DIMENSIONS 514OAN I/ 6 CUSTOM ARCHED TRANSOM WINDOWS a FE] O SCALE: 1 1/2'= 1'-0° j 2 PIECE FASCW RAKE (ON IX BLOMNS) .. '. j TO ALIGN WITH RAKE 12 B , �� 2 ASPHALT i00F S E5 Do C µ N H1NG12 TO MATCH EXIST.NOOSE Q4 M I:NlIXb RAKE.aN BLOCKING ° 3 CLAPBOARDS - 4 CLAPBOARDS U(CASI149/TRIM TO \ MATCH EXIST.Ho-W ARLNITECMiAI.ASPHALT (y LSTA IB STRAP OOta1 ROOF SHINSLC5 ON. F%N WAY 5/6'PLYWOOD SHEATHING 12 WITH BD m 4v4' . Eli .SMNSLES 6 U2'CD%PLYWOOD Y _ 2X65 m 16°OL. � � \ eL5 wo'� 2�� 6 E-' F. CLOSED CALL NSR. 2X6 RAFIBLS W/ -\ ��o . - 2-CEILING J05T9 m w OL. ' s S.m�'�a An(4)IOD NALB \\ c%0 m��=B of . . TOP OF SIP FLODR� `o�°ym ea 2.,'i F oS �TOPOF'am- v N29AMRWONE TIE \\ \\\ �;w3 o�mu-`a WALL \.. i IXS/IX6 FASCIA I �WBaco TYPE.0, WEST ELEVATI ON 5CALE: 1/4' a 1-0' •.. - •. IX 1/ II%90FFIT ___ IOD T f�i 4'/4' A " ` TO ARA6E R RP § N Ag A4 N :3>uQ 12 a400-55UM (0 AI 2 ING 5 , X' ' V) % ig TAL �N _ oT' s u A, 77� � mO O� 4 +N., UJ s CLAPBOARDS :. O a APBOARDS N 4 U 1'e' 1 re• 1'.e' I I' C3 Fb,SUTTER ON I%FASCIA 2%ANSLED SHELF(1JMIIJ�i, I • 1x tRn4 ON(7)2x LS job no.: 1Bo3date : 50 SEPT.2016 2%SOLE PLATE xAU(9)16D•EACH RAFT scale As NoTw CCON ECTORSS 0 E� � drawn: mm I I I \ rev. MALL L-7 rev. CUSTOM CUPOLA DETAIL O SCALE.1 1/2'_V-0. s N O R T H ELEVATION S O U T H E L E V A T I O N A- 3 QSCALE, 1/4' I-O' • ISSUED FOR CONSTRUCTION snt 5 of -7 of o V c w � A Ins. L N T� V V _________ 2)(5 I= o A M 0 16'04. Q6 N C ``! C W DOAX6 FASCIA SEE CUPOLA PET.1/AA MUM ROOF MEMHRAlE Oc YH'!A% LYWOOD; RAFTERS/ C7 O A P 2X12 RAFTER�GLb. �+ •.: • J01579•16'OL;Cllf i0 3 5/H'a ENDS 2X4 CEILINS JSrS. I El - N 1 TAPERED TO FILL HEI6W a GTR ❑ (4)1 3/4 X 14'LVL BEAM s OR(3)1 5/4'X 1V LVL BEAM H M 25 A NIRRIGAHE nE 13 `.LI 12 E - • 2XI0 RAFTER O 16'OL.OP 5 O ASPHALT ROOF SNI - 5� LSTA 9 STRAP GOIHL ON TOP. RTYIGnD�2 ire"CD% t y TO MATCH THE SH6YXI3 JOISTS a 16.OL;GUr TDB 9/H'a ENDS In ' ON THE EXIST.NOU5E 2 `� {TAPERED TO FU1 IEI6HT a GTR O 12 Ati M a0 V 2 16,RAFTERS 4 . 7%BLOGICMra • a ___. i TOP OF PLATE_ � 1 _ I - �• • . •a bARP6E .��Q �T � 2XH GEILINb JOISTS `�BE o 16,OL. Rnh .N A U255 HATCM BEYOND V s BATIWEST. (26'X4H'FIN PM) 2=42 RAFTER a 16.OIC CUT Dom TO 61 4 e BEDROOM VEST. Tn6'FLYWDOD YM GARAGE . _ § L TAPERED l PER 12- HD a 4•/12•NAILS Y 3 #-FLOOR JOISTS i. IHOUW ER MILLL.Oi Y BOARD _ - � BATH VEST. q Q 9/4'r-F-FLOOR ON WL.SHINGLES �/2 Irs'GD%PLYWOOD a 16'•P.G: ?Kbg a CELL L IN O.O5ED GE.L IWAIL Y /—IX41PEOII,KING C. �q M0 CELL IFfLL. _ P.T.2XH9 a 16.O.G. TOP OF a�X�24P.T--SILI.H wTN - ?OP.OF CJ)2XH BEAM �J BBppLLTS a 40 OL. _ r . TOFLOM F FORID_ I7YPICAU V - ._TOP OF fA057 WALL _ _ TOP OF _ V MALL (2)I S/4'X R Irs' .: F - LVL BEAM L 6ARASE SVABS TO BE 4' S r S cOw-RETE(3500 PSO ON Q - 9/4'TIb PLYWWD 4 1111 6'WELLfiRADFD GRAVEL - 9 IIrsrs FLOOR JOISTS STORAGEBASEMENT SLAB''TO BE 4' - COMP.TO-M MAX DRY b a#6.D - STORAGE 4X4 POST ON . -iT- GONGW-KALL .hJOOO PSU ToON MIL. DENSITY.SLAB TO BE ELOPED - 0.drED CELI.INSUL. 10'CONC. - W�124'X VAPOR BARRIER OVER 6• AFFROX DTo _ - - `/ ON 24 X M.KEY HELL-GRADED&R VEL DRYO�ENMITY' 95%MAX. BASEKDri'JI:B.S To 13E VAPMOR BARRIER TOP OF FOOTING -. .. .. , - ! Nb WELL-TRADED GRAVEL 6' TOP OF F�TI _. LOMPAC i0 Da DRY DENSITY 5E,GT1 ON SEGTIO. N SCALE: 1/4• a 1-70" '- SCALE: 1/4' + I-0" - - - - r .•a e�imo�6me -�g»�•e;aemmY ate, 2X BLOOCIN6 - Su4• 12 `6 4 3/0"W ROOF F£l7 OAtE ON _ - a s u a^a B/H•RAFTERS, ON `�Plum a g a 2 RAPTELS s 16'OL. ASPHALT ROOF SHIN6LS 12 2X6 CEILMS JM515 0 16.OL. (2Gx#R TO 5 5/5•a EDGE 1;A TO T74F,.GN I51 FELT PAPER 5 - Fl81 I@6NT a C811HR(REFER TO SEG 0.D S/H GOX PLYWOOD ON 2XI0 RAFTERS o Ib'OL. - 4 1/4' - - ASPHALT ROOF SHINSUM 4�-+ TI4P.ON 196 FELT PAPER PIS.GUTTER ON S/H'GD%PLYWOOD ON 2p0 a,,,• V) . IXB FASCIA BOARD RAPIERS a 16'Of. a .. . • � 2%10 ROOF RAPIERS a Nr'OL. �-F�� � � N I%B F'ASCRW ON I%O6.MATERIAL TO > . MATCH E%IST.PORLN 1 3/4'%B Irs'LVL POST to LD %SOFFIT V-6' C UN5 o mom (1)S F.S.6UTTER ON STRONG TIE LS 90 GQ`HSLTOR � 0 t `Sa y� 1. I%6 FASCIA W � _ 57RON6 TIE L5 50 CONIELTORS ^` I%SOFFIT N W O C _ p - 19/4'%5 I/2'LVL POST. - 9 'I JOI515 o 16'Of. MG.SHINSLES ON V2'LDX WL.SHNSLES ON IQ'GDX 4-� (u PLYW000 ON 2%6'3•16' 9 ROWS OF R4. S LLffiEO f.EIL REHLO 15'OL: _ Ln M m Ln OL:O.OS�®CELL IIGA.. CLAPBOARD SIDINS,ON Y LL• 3/4,CDX PLYYtlOD ON Momms - - pp o I%CASINs/TRIM THE o NOW �r IX4 CASING K 1/I6'PLYVOW SO a 4W K - I I a - PPLLYY OOPIN6 ON 5 o L I I job no.: #603 CLOSED CZLL o61L - I I ' date 3o BEAT.2016 scale AB NOTED O EAVE DETAIL (g BEDROOM O EAVE DETAIL GARAGE O EAVE DETAIL 9 FORGH ROOF O GONNEGTOR DETAIL O GONNEGTOR DETAIL drawn: As SCALE: I In°=I'-O" SCALE: 1 1/2"_I'-O" 51-ALE:1 I/2'=V-O" SCALE:I In",1'-O" SCALE: 1 In"=P-O" rev. rev, A-4 ISSUED FOR CONSTRUCTION Ent 4 of GENERAL FOUNDATIONS MA50NRY 3. CONNECTORS 5HOWN ARE A5 10. ALL PLYWOOD SHALL BE APA o 0 MANUFACTURED BY 51MP50N PERFORMANCE RATED PANELS GONFORMING STRONG-TIE GO. INC.SUBSTITUTIONS TO THE FOLLOWING MINUMUM REQUIREMENTS: 1. STRUCTURAL DRAWINGS ARE I. THE ALLOWABLE PRESUMED SOIL I. MASONRY CONSTRUCTION SHALL A A I T MUST THE APPROVED IN WRITING TO BE USED WITH THE ENTIRE o .o BEARING G PG TY IS 3000 P5F, CONFORM TO THE REQUIREMEN S BY THE ENGINEER. INSTALLATION A. FLOOR-STURD-I-FLOOR T$G,EXPOSURE I, b SET OF DRAWINGS. WHIGH 15 TO BE VERIFIED IN THE FIELD OF SPECIFICATIONS FOR MASONRY OF ALL CONNECTORS SHALL BE 3/4",SPAN RATING 16". a t N BEFORE CONSTRUCTION. STRUCTURES(AGI 530.1/A5GE 6-88). IN STRICT ACCORDANCE WITH THE STRENGTH OF MASONRY F'M=1500 PSI. THE MANUFACTURER'S INSTRUCTIONS B. WALL SHEATHING-EXPOSURE I, 1/2", ` N 2. ALL SAFETY RE6ULATION5 $ MUST EMPLOY ALL REQUIRED SPAN RATING 16". ARE TO BE STRICTLY FOLLOWED. 2.FOOTINGS SHALL BE CARRIED FASTENERS. C METHODS OF GON5TRUCTION $ TO LOWER ELEVATION THAN 5HOWN 2.VERTICAL REINFORGING OF MA50NRY G.ROOF 5HEATHING-EXP05URE I,5/6", o ERECTION OF STRUCTURAL MATERIALS ON THE DRAWINGS IF REQUIRED TO WALL5 SHALL BE AS INDICATED ON SPAN RATING 16". 15 THE CONTRAGTOR'S RESPONSIBILITY. REACH PROPER BEARING GAPGITY. THE DRAWINGS. ALL GORES OF 4. ALL CONNECTORS SHALL BE d MASONRY UNITS SHALL BE FILLED HOT DIP GALVANIZED. y E WITH GROUT. REINFORCING BAR y E 3. THE CONTRACTOR 15 RESPONSIBLE 3. WALL5 AGTING AS RETAINING WALL5 LAPS SHALL BE 2'-6" MIN. DE516N CRITERIA 0 FOR P155EMINATION OF ALL, SHALL NOT BE BAGKFILLED WITHOUT 5. INSTALL ALL CONNECTOR FASTENERS REVISIONS $ REQUIREMENT5 TO BRAGING UNTIL ALL 5UPPORTIN6 SOIL BEFORE LOADING THE JOINT. H o THE SUBCONTRACTORS. $ SLABS ARE IN PLACE $ AT 3.HORIZONTAL JOINT REINFORGIN6 I.APPLICABLE BUILDING CODE ADEQUATE STRENGTH. FOR MA50NRY SHALL BE EQUAL MASSAGHUSETTS 8TH EDITION TO DUR-O-WALL TRU55 MANUFAGTERED 6.SPLIT WOOD 15 NOT ACCEPTABLE °j 4. RE50NABLE CARE HAS BEEN . WITH WIRE CONFORMING TO ASTM A 82 FOR ANY CONNECTION. TAKEN IN THE PREPARATION OF 4.COMPACT ALL FILL UNDER FOOTIN655 $ COATED FOR CORROSION PROTECTION 2.DESIGN WIND SPEED: 110 MPH ALL DRAWINGS AND SPECIFICATIONS. $ 5LA135 TO THE SPECIFIED DENSITY IN ACCORDANCE WITH A5TM A 155, HOWEVER THE ENGINEER DOES NOT $ VERIFY. GLASS B-2. ALL WIRE SHALL BE 1.ALL.EXP05ED FRAMING MEMBERS [� GUARANTEE AGAINST HUMAN ERROR 9 GAGE MINIMUM. PROVIDE MINIMUM SHALL BE TREATED PER AWPA STRUCTURAL DE516N CRITERIA s� $ FOR THAT REASON IT 15 IMPERATIVE LAP OF 6" $ U5E.PREFABRIATED T'5 G2/CCI GGA 0.25 $ MEMBERS IN ,a THAT THE CONTRACTOR SHALL CHECK OR CORNER SECTIONS AT ALL CONTACT WITH SOIL SHALL BE U _ ALL DIMENSIONS $ DETAILS $ MUST STRUCTURAL STEEL WALL INTERSECTIONS TREATED PER AWPA G23/024.: - FIRST FLOOR 40 P5F LL �I VERIFY ALL CONDITIONS,DIMENSIONS, GGA 0.60. JOB 51TE FABRICATIONS 15 P5F OL $ ELEVATIONS AT THE SITE.ALL GUTS $ BORE5 SHALL BE TREATED IN DISCREPANCIES SHALL BE BROUGHT I. DE516N,FABRICATION $ ERECTION 4.GOGNRETE MASONRY UNITS SHALL ACCORDANCE WITH AWPA 5TO. M4. -SECOND FLOOR 30 PSF LL �} TO THE ATTENTION OF THE ENGINEER SHALL BE IN ACCORDANCE WITH CONFORM TO A5TM G 90. 15 P5F OLTHE AI5G SPECIFICATION FOR - ATTIG/STO. 20 P5F LL a `" 8. ALL MANUFACTURED LVL WOOD FRAMING a) STRUCTURAL.STEEL FOR BUILDINGS,. 10 PSF DL 5. THE CONTRACTOR SHALL SUBMIT LATEST EDITION. 5.CONCRETE BRICK SHALL CONFORM MEMBERS SHALL HAVE THE FOLLOWING COMPLETE SHOP DRAWINGS FOR TO A5TM C55. PHYSICAL PROPERTIES A5 A MINIMUM: ROOF 651,30 P5F 5L ALL CONCRETE REINFORGING,ALL '15 P5F OL STRUCTURAL STEEL, $ BOTH 2. STRUCTURAL SHAPES SHALL CONFORM E=IAXIO&PSI.,FB=2800,FV=240. o 6.GROUT SHALL CONFORM TO THE - EXT.WALL5/5TOR. 15 PLF DL CALCULATIONS $ SHOP DRAWINGS TO THE FOLLOWING: REQUIREMENTS OF ASTM C 146 $ FOR ALL MAN THEIR CONNECTORS LUMBER OIL $ THEIR ONNEGTORS A. WIDE FLANGE MEMBERS ASTM SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 P51. q.ALL FLOOR JOISTS SHALL BE AS - INT. WALL5/5TOR. 50 PLF D FOR REVIEW PRIOR TO FABRICATION. - A942 GRADE 50. MANUFAGTUREREO BY 5015E CASCADE DECK5/PORGHE5 40 P5F $ AS 51ZED ON THE DRAWINGS. ALL 10 PSF B. CHANNELS $ ANGLES A5TM A36. FASTENING,BEARING,BRACING $ 1.VERTICAL $ BOND BEAM STIFFENING SHALL BE IN STRICT ACCORDANCE G. H55 ROUND $ REGTANGULAR TUBES REINFORCEMENT SHALL CONFORM. WITH THE MANUFACTURER'S REQUIREMENT5. Q s CONCRETE TO ASTM A 500,GRADE B FY=46 K51. TO THE REQUIREMENT5 OF ASTM A615. I. ALL GONGRETE WORK AND MATERIALS 'ao SHALL COMPLY WITH THE SPECIFICATIONS 3. ALL GALVANIZING 5HALL,GONFORM 6. MORTAR SHALL CONFORM TO THE GENERAL NAILING SCHEDULE-I10 MPH W q LO FOR 5TRUGTURAL CONCRETE FOR BUILDINGS TO A5TM A 123. REQUIREMENTS OF A5TM G 210 JOINT PE5mPrIONI ruMBER of w DER of NAIL SPACING W c0 (AGI 301-84). AND SHALL BE TYPE M OR 5. COMMON NAILS eox NAILS p _ ROOF FRAMING - " _ BLOCKING TO RAFTER(TOE-NAILED) 3-BD -IOD EACH END - 4.BOLTED CONNECTIONS SHALL BE WITH q,QUALITY ASSURANCE TESTING $INSPECTION SHALL BE PERFORMED c6" 2.ALL CONCRETE SHALL HAVE A 26-DAY HIGH STRENGTH BOLT5 IN ACCORDANCE RIM BOARD TO RAFTER M10-NAILED) ,-IbD. B-16D EACH END a U o COMPRESSIVE STRENGTH OF 5000 P51, WITH THE SPECIFICATION FOR WALL FRAMING a ; 0 WITH MAXIMUM I INCH AGGREGATE $ STRUCTURAL JOINTS U51N6 A5TM A 325 IN ACCORDANCE WITH THE LO MAXIMUM 6%AIR ENTRAINMENT FOR OR A 490 BOLTS REQUIREMENTS OF AGI 530.1/A5GE 6/55. TOP PLATM.AT INTERSECTIONS MACE-NAILED) a-16D, -I"- AT JOINTS CIO EXTERIOR CONCRETE EXPOSED TO STW TO STUD(FACE-NAILEP) -16D 2-16P 24"os. MOISTURE.TUREA iIMADER TO HEADER(PACE-NAILED) 160 160 I6.O.c.ALONG EDGG 5.ANCHOR BOLTS SHALL BE ASTM A 301. FLOOR FRAMING 3. ALL REINFORCING STEEL SHALL BE FRAMING LUMBER $ CONNECTORS JOIST TO BILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-6D 4-IOD PER JO1BT t DEFORMED BARS OF NEW BILLET STEEL 6.WELD5 SHALL BE MADE BY OPERATORS BLOCKING TO.JOIST(TOE-NAILED) 2-OD =_10D EACH END +� GONFORMING TO A5TM A 615 GRADE(60. CERTIFIED BY THE STANDARD I. ALL FRAMING LUMBER SHALL BE BLOCKING TO 91L.L OR TOP PLATE(TOENAILED) 5-160 4-160 EACH BLOCK It V QUALIFICATION PROCEDURE OF,THE KILN DRIED 111%MAXIMUM MOISTURE . ,EDGER STRIP TO BEAM OR GIRDER(FACE-HALED) 5-16D a-16P EACH.OIST Q) C � a) 0 AMERICAN WELDING SOCIETY. CONTENT. LUMBER SHALL MEET 0) N c = z 4.CONCRETE COVER OF REINFORCING BARS AS A MINIMUM THE FOLLOWING .J015T ON LEDGER TO BEAM nOE-NAILED) 5-6D 5-10v PER JOIST b � �jr- ru SHALL BE AS FOLLOWS: DESIGN VALUES FOR 5PRUGE-PINE-FIR: BAND JOIST TO oIs*ENv NAILED) 516D a 16D PER JOIST r� -Q v 1.WELDING SHALL BE I N ACCORDANCE BAND JOIST TO BILL OR TOP PLATE(TOE-NAILED) �-16D 9 16D PER FOOT � �- ul v A. 3" AT CONCRETE PLACED DIRECTLY WITH THE AW5 PH CODE FOR WELDING A.2X STUDS CONSTRUCTION GRADE ROOF SHEATHING ACC U V) i AGAINST EARTH. IN BUILDING CONSTRUCTION. 1715=800,FV=65,FG=150 V) N 30 WOOD STRUGRAL PANEL S S B. 2" AT ALL OTHER LOCATIONS. B.2X.JOI5T5/RAFTER5 NO. I GRADE RAFTERS OR TRU95M SPACED UP To I6.O.G. BD 1015 6'EDGE/6'FIELD O� 8. CONNECTIONS NOT DETAILED SHALL FB=1150,FV=lO RAFTERS OR TRUSSES SPACED OVER 16'OL. BD IOD 4-EDGE/4'FIELD (n V (C BE DESIGNED FOR THE LOADS SHOWN -GABLE ENDWA J_RAKE OR RA BD IOD 6 EDGE/6 FIELD RAKE TRUSS WO GABLE OVERMANS • ' 5. NO HORIZONTAL CONSTRUCTION JOINTS ON THE DRAWINGS OR FOR LOADS G. P05T NO. I GRADE FB=800, ARE ALLOWED,UNLESS SPECIFICALLY GIVEN IN THE STANDARD LOAD FV=65,FG=615 CABLE E"DWALL RAKE OR RAKE TRIJW VV STRUCTURAL aJTLOOK S 6D 100 6'EDGE/6'FIELD 5HOWN ON THE,DRAWI NG5 OR ALLOWED TABLES OF A15G FOR THE SPAN, GABLE ENDWALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 60 (OD 4-EDGE/4'FIELD ILD IN WRITING BY THE ENGINEER. SECTION $ STRENGTH SPECIFIED. CEILING SHEATHING 2. ALL FASTENING OF FRAMING, GYPSUM WALLBOARD SD COOLERS T EDGE/10'FIELD job no.: 1603 PLATES,SILLS,5HEATHIN6 $ _._.THING 6. REINFORCING EMBEDMENT STANDARD 9. OTHER WOOD MEMBERS SHALL date ELEVATION5 NOTED A5 "TOP OF STEEL" 50 SEPT.2016 BAR LENGTH NOOK REFER TO THE TOP FLANGE OF ROLLED BE IN AGGORDANGE WITH THE l'VOOD STRUCTURAL PANELS '4 '_° * SECTIONS DETAILS 5HOWN $ MINIMUM STUDS SPACED UP TO 24.O.C. bD 1- b"EDGE/I]'FIELD scale A5 NOTED " -5 I6^ 12, ° REQUIREMENTS OF THE drawn: MM MASSAGHUSETTS STATE BUILDING 1/2'AND s/sr FIBERBOARD PANELS 6v 5'EDGE/6•FIELD +6 �O I6• CODE BTH EDITION. - -1/2°G UM YPS vuLLBOARD sD cOOLExs - r EDGE/10'FIELD rev. OT 24" I6" - FLOOR SHEATHING rev. - YWOD STRUCTURAL PANELS S I.OR LESS BD IODEDGE -FIELDGREATER THAN 1- IOD 16D 6'EASE/b'FIELD O ISSUED FOR CONSTRUCTION snt 5 of O EO Q V r N N . A - WOOD POST DOWN a L N - WOOD P05T UP AND DOWN c A4 x -WOOD P05T UP a X/ -; - BEARING WALL BELOW 4 V2'1-1015TS .. - BEARING WALL ABOVE(REFER TO STRUCT. DETAILS) o ,; 91/2'1-JOISTS n o �D V —WALL ABOVE 4 V3'l-JOISTS - sWOL. R I 1 �• I •.�II C ,. i _______ - TOILET LOCATION(SPACE JOISTS AS NEEDED FOR PLUMBING CLEARANCE) I �� � i 9 I/];I.OI515 4i I n i I `� �D— A ALL POSTS @ ENDS OF BEAMS TO BE I b •— A4 4VT1-J015T9 16'OL. (3) 2X4'5 OR(3) 2X&'5 UNLE55 NOTED o L___� ___ i o o - ALL WINDOW HEADERS TO BE(2)2X6'5 a _ W/ 1/2' PLYWOOD UNLE55 NOTED - - - ---- ewcrJN664'a - SEE STRUCTURAL GENERAL NOTES OOF PLAN r a� AND TYPIGAL DETAILS FOR OTHER SCALE I/8° . I'=o �I (9 P.T.OXb BEAM --- REQUIREMENTS. VZOFLOOR FRAMI NG PLAN � � SG AL E, 1/4' a 1-0' - - - -- - .. - c O B ... • B L, CD A4 A4 p co m OXB GELIN6 JOISTS I O%B GEILINB JOISTS • y y ' 0 16.OL. /16'or. BEARING WALL y0 a /"� .. . =0 RAFTERS =0 RAFTERS t. TOR FA WAY —0 (� i >� GOIUIrf. • OXB cauN6 JOISTS ml f____ 1:B OXIO RAFTERS i' (n Q (� 1 16•OL. - 1 Ib'OL. 1 161OL. >nI STA IS STRAP V) N . �__ ___ __ _ GONNELTOR EA WAY Cr J L L (� 0 0� A4 I p��• .XIlo RAFTERS I RAPTERS CA 6.OL. V O.G. m .16-04.RAFTERS a (9)OXb AN6LE0 NEAVEIR 2X6 GEILIN6 JOISTS I OXB LPJL616 JOISTS 1 16'OL. 1 16'OL. 19/4'X B VY LVL I - BLOLKIN61 4'a �9\b \\ POST LP TO ROOF RAFTER Job n0.: 1603 (9)1 9/4•X S Vl'LVL P05T LP TO ROOF RAFTERL date eO 3EPT.3016 (9)19/4'%II Ve'LVL 1 PORTAL X I T2'LVL scale AS 1/0TE0 PORTAL PA MTN NOLDOOMb drawn: mm rev. GE I L I NG FRAMING PLAN ROOF FRAMING PLAN rev. SCALE, 1/4' . 1-0' SC'ALE� I/4' • 1-0' S-2 O . ISSUED FOR CONSTRUCTION sht & Of -r f NB1 THIS F'W RESTS wo B ED WILL a Or,HEAR ------ --------------------`----------------- ppNN F�R/aT1115I16E BD NNLS ---------------- . (sl£sl FOR 5PAOISM) c�a E --K/ �'T�R'�•� 5 AeOJE EVERY OPE1LtLS O N CONTINIOIA I LOCKIN&NAILED INSIDE OILY N . TO JOISTS AMID TOE NAILID o A iV DOWN TO TOP RATE w TMO J IOD NAIL EVERY 6' �} O 2X4 OBL TOP PLATE 3/8• I I 3/8° I I < O Y I 12 L 6gj Z so CO MONSHE NAIN5 IN V I I a I j O r I!S'6YP BOARD BD TERN AS NAILS IN 9'6RID N d ' PATTERN A5 S"STL AND S'O.G. I I ® I I ^ II F�nC�AP�71� - IN ALL FRAMINb 5MA AND SILLS(1YPJ s ' 'III 4 I I ! I f m ��LOCKIN6 160 SINKER NAILS IN 2 ROM FRAMING MEMBERS I i--------------------1 f F 0 5.OL. A j I EDGE INTERMEDIATE. I $ I ,,I ] 2X4 a 16'O.C.STUD I SIMPSON a�SLID d_ III I I i1t I I I� y G A PER JACK 5ND INSIDE ONLY) $' . J III I I it II j dk' li MN(2)2Y6 STIRS t") m ao _ E KINS POST 5TLV !!yy. ICI 1 I I IfI I , YLL . s y l'�4 20 SILL PLATE IN JACK SNO V O.C. III MIN. I II'I h ' ______ TOP OF ' vofOD T A I O- ---- ' O JOISTS AID roI NAILED xPf NOIDOMGFOUND. TO TOP w THODOPA (1YP1—A\ —.. ,. .. .. c Z - PANEL 'C MIN. FDOUBLE BOSE CA 2X6 SILL ON Z>N P.T.SILL w 5/6'X12'6ALVANIED PANEL - UTO a HORIZONTAL . STEEL.ANCHOR BOLTS `STAGGERED NAIL '(DOUBLE NAIL EDGE SPACING DETAIL) IP LBED MAN.1 S ALL E FASTEN = PATTERN r _ Norm, BOLTS SHALL BE FASTENED w 9'X3'PLATE nA aERs S " IF JOISTS RUN PARN18 N T D f V . ) SHEAR WALL.TEN BLLVICI6 SNA6L BE A FLOOR JOIST PANEL EDGE NOTE, INTERIOR wiu5 0o Nor- ' .•., PALL ERFORATED WALLS ARE CONSIDERED PERFORATED SVEJR WALLS y, � .. REOJIRE HOLD DOMA NN.OJ p� VERTICAL AND HORIZONTAL NAILING NARROW-WALL BRACING FOR ALL PL-rAOOD WALL SHEATHING ' TYP. INT. NON-LOAD BEARING WALL HEADER STRAPPING a SCALE 1./2' a l'-O' '� SCALE. 1/2' rd � _ a� UPPER RAFTERS ' RAFTER T SIMPSON LS70 / F M -0 R 2X12 LEDGER .. CLIP j 11 y� ATTACHED W/3-16D TO EACH �- FT B LOW Q 1 1 LEDGER W/ (3)16D EA. RAFTER 1� to - - ' BELOW P it h II y W to (@ each) - - - Q LS7000 HORIZONTAL 2x BLOCKING FOR - - - - - CO NAILING THE PLYWOOD EDGES - - U l \ u) N OPLYWOOD BLOCKING DETAIL O RAFTER CONNECTION DETAILS O FRAME-OVER LEDGER DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE V) =3 0) N N :3 to ) a� TIEDom STRAP EVENLY 04K LSTA24 (`3 N RV&E NO HALER TO ALL - M Q) rLO SIDE(�10 NAILS T lopAU NAI�� .�LL � 5 .0 N Q) O v SIMPSON LSU26 0-0 L RAFTER HANGER _-0 fh N O 0 0 0 0 0 0 0 SHED ROOF xoL,DOKe �w H M V RAFTERS 2X10/2X12 LEDGER � 7 ' ———— —— _ TIMBERLOK SCREWS(X4')TOP&BOT. SECURE INTO SOLID FRAMING ' SPACED @ 16'o/c job no.: 16oB - 30'ANCHOR BOLTS date TO BE SET A MaL - 90 SEPT.2GI6 OF 12'WTN IN FOO(IN5 + scale As NOTED / OPTION 2.2X6 ROSS TIES i • drawn: Nm IMMEDIATELY BELOM THE RIDGE ' AND FASTENED TO THE RAFTERS rev. 1&A IM&l�C(0)IOV COMMON . 9I - rev. OTYPICAL RIDGE STRAP,DETAIL OPTIONS O LEDGER DETAIL O GARAGE HOLDOWN DETAIL @ EXT"WALL S- 3 NOT TO SCALE NOr TO SCALE NOT TO SCALE O ISSUED FOR CONSTRUCTION sh1 -i of r 4 7 5_PROPOSED - -� TOP OF FOUNDATION ---- ----- ---- -- - - 20' MIN. --- ._ -- --- - ---- --,._ 10' min CONCRETE COVERS 46. 5 PROPOSED 46.5- 1.2t 4"' CAST IRON / OR SCHEDULE 40 _ 4'" SCHEDULE 40 P V.0 -- T P V.C PIPE �R OF _ DIST. S=0. 02, j)_.- 0' BOX FLOW LINE ----.- _ 1 S=0.035,D=11 11ASHF,D S7t9NE S=0. 03, D=15' _ 3.5' 3/4" L 1 r/z INVERT 1 10"" 19" 1 MlN. ` - 72T" WNEDS?i7NF 44_27 INVERT - � o d . o 0 0_ d o d d C] G� d d O d O �� g3' D(pfHINVERT EL = 43.57 LEVEL °�08 m° �6$ o� 0 8( ! LM-V > 4rB 43. B2 --� INVER 1500 INVER INVERT 42.8 _ GALLONS EL = 43.37 EL. =_43.20 SEPTIC TANK ------ 3-4 k 8' FLOMDIFFUSORS nt 28' OYBRALL L mrff-INCLUDES smNE � PROFILE OF 2" OF SMM ON ENDS AND 2. OF SMV9 ON SIDES SEWAGE DISPOSAL SYSTEM _ - __ - _ ` - - - - - - - _ - _} NOT TO SCALE BOTTOM OF TEST HOLE OR G'SGS PROBABLE WATER TABLE EL- 34.5 ALL ELEVATIONS ARE ASSIGNED SOIL LOG BOTTOM OF TEST HOLE # 2 IS 1 FEET BELOW SURFACE. WITNESSED BY: JE. LANDERS-CAULEY, PE -'- ------ CNy P# 8631 pow;l GENERAL NO T E'5 LANDS;tS-CAULEY u� _ PERCOLA TION RA TF' 2_ MIN./ INCH CIVIL , I. THIS PLAN IS FOR CONSTRUCTION OF A SEWERAGE DISPOSAL SYSTEM. No. 35101 ' 2 PLAN REFERENCE BOOK 460 PAGE 53" LOT 2" BARN REG. DEEDS DA TEo �FGrST 04-01-93 DATE 04-_01-93 `�s�10 �``� 3 THIS PLAN IS FOR INSTALLATION/ REPAIR OFi SEPTIC SYSTEM TEST HOLE 1 TEST HOLE 2 AND NOT TO BE USED FOR SURVEYING OR 20NINC PURPOSES. EL, -- 46.E EL. = 47. 0 DESIGN DATA. 4. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. ---- - -- TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE NUMBER OF BEDROOMS TWO 5. ALL COVER TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN TOP & SUB TOP & SUB 12" OF FINISHED GRADE. 2.5 4 4.1 SOIL 44.5 SOIL 9.5 GARBAGE DISPOSAL YES 6. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME, UNLESS NOTED BY FINAL CONTOURS. TOTAL ESTIMATED FLOW 330 GPD 7 ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER APED. SA AD MED SAND ( 165__GAL IBR./DAY x -.-2__ BR.) 2*165=330 gpd OR WITHIN 10' OF DRIVES OR PARKING AREAS H-20 LOADING SEPTIC TANK CAPACITY 1500 SHALL BE USED UNDER OR WITHIN 10' OF DRIVES OR PARKING -,°al. - UNLESS NOTED. LEACHING AREA REQUIRE"NTS 8. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL -BE MORTARED IN PLACE 12. 0 34. 6'_ - -- __-_ 35. 0 _ _-____L0 SIDEWALL AREA 64.B GAL./S.F. 6 4.8*2.5=162 9. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH - BOTTOM AREA -1,2 GFAL/S/F 192*1. 0=192 DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO -- OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY' LEACHING CAPACITY (BOTTOM & SIDEWALL) 354-GAL. 10. THE EXCA VA TOR�CONTRACTOR SHALL VERIFY THE LOCA TION OF ALL UNDERGROUND 2 UTILITIES PRIOR TO 4 NY EXCA VA TION THE WA T F,RCA TE WAS NOT FOUND, THE GENERAL, RESERVE LEACHING CAPACITY 354 GAL. CONTRACTOR SHALL VERIFY LOCATION WITH WATER DF,PART.MEI:T - -- --- JOB NUMBER 50295 I ► � � II 11 al • 1 b �r I 61 5 5 N6. U. POLE PT r i I I Ir ,f 323 60 / RESERVE N0� AREA PRIMARY ► I �' I S"' PAUL ' plp / A MERITHEV'i 125 i I ; No. 3PO98 0 O 460 ` IcrSTEE f I DIST. BOX PROPOSED -2 - 15.0 HO USE , 1500ga 1. SEPTIC , ' TANK yIr ! NAIL SET IN 0'._.�- ----- 16" PINE ASS. o - - , ELEV = 50.00' LOT' ,2 - '' � r I �' -; ' 11 D l i _ 43,8,20E S.F. I �' r 0 169't ,''' S o lg 0�" _ ORf 'SAY , h PROJECT L OCA TION -thl ' �' I LOT 2, LO WELL A ICE �� ,'/ / �30. °�3., COTUIT, MASS. CIA APPLICANT• J. E. & MARION B. DIETZGEN 82 PUTNAM AVE. COTUIT -MASS 100 )"A WEE SUR VE Y CONSUL TA N TS P. O. BOX 265 273h UNIT 5, 408 INDUSTRY ROAD 05. MARSTONS MILLS, MA. 02648 PH.(508)428-0055 - FAX(508)420-5553 SCALE. 1 "=30'�71 IDA TE. SEPT. 09,93� PLAN REF. 460 PAGE 53 REV. REV.' SEPT 13,93 FIELD BOOK 25 PAGES 8-15 ASSESSORS MAP 36 LOT 37 JOB NO. 50295 SHEET I OF 1. DEED.- 1977/285 i SEPTIC NOTES ZONE: fx q DESIGN DATA Single Family I-Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours RF (RPOD) -3 Bedroom @ 110 GPD Prior to Any Excavation For This Project the Contractor Shall Make Area (min.) 87,120 SF � 4` /Q h No Garbage Grinder the Required Notifications to Dig Safe(1-888-344-7233)and contact Fron to e (min) 150' a/ Sullivan Engineering&Consultin Inc. 508-428-3344 Width min no Total Daily Flow=330 GPD gm g g ( )• � � Setbacks: (St Use a 1500 Gat Septic Tank 2.The Contractor is Required to Secure Appropriate Permits From Town Agencies For Construction Defined by This Plan. � Front 30 R u ' 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall Side 15' LEACHING AREA 00 Rear 15' 330 GPD/0.74(LTAR)=446 SF Required Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to T Assure Watertightness. In General,Water Lines Shall be Constructed in Sidewall=212'+32'x0.96'=84 SF c ( ) Coordination With Hyannis Water,and Shall be in Accordance REVISED GROUNDWATER 5 ' Bottom Area=(12'x 32')=384 SF With 248 CMR 1.00-7.00&310 CMR 15.00. Total Provided=468 SF „ PROTECTION OVERLAY DISTRICT: a .• 4.A Minimum of 9 of Cover is Required for All Components. 0o a i52 5.All Structures Buried Three Feet or More or Subject WP - Well Protection District LEACHING CHAMBER DESIGN to Vehicular Traffic to be H-20 Loading.It is the Engineer's State Zone 2 Lot All Pipes to be Schedule 40. Use Recommendation that H-20 Always be Used. Estuarine Overlay cW '' 3-Concrete Flow Diffusers in a 6.Install Watertight Risers and Covers to Within 6"of Finished Grade 43,820f SF ,� 12'x 32'Double Washed Stone Field as Shown. Over Septic Tank Inlet,Outlet,D-Box,and One Leaching Chamber. FEMA FLOOD ZONE Location Map All covers are to be maximum 18"for concrete or 24"Cast Iron. Zone X (not a flood zone) A 7.Septic System to be Installed in Accordance With 310 CMR 15.00& Zone Mop t a flood oCd 756J 1"=2000't r 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable r4 �O 1 (Effective July 16, 2014) �p OO Board of Health Regulations. c► �+ s�0,� 8.All Piping to be Sch.40 PVC. ASSESSORS REF: 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum Map 036, Parcel 052 104.5 / /ham 4 Sump of 6". / 10.The Separation Distance Between the Septic Tank Inlets and Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend i s/ a Minimum of 10"Below the Flow Line,Outlet Tees Shall Extend 14" / Below the Flow Line,and Shall be Equipped With a Gas Baffle. g (Om Finish Grade Filter N Fabric O W X52.6 / // yk Compacted.Fill AND/OR D f'l O ^? / / /Gj� 0 1/8 - 1/2 A0 Pea Stone m - / O H-20 3/4" - 1 1/2" Double Washed I oz ROPOSED 1 / -2 % n stone o GARAGE N. O � S one i 3 12' CO m z N w & GUEST ...... . .. o rive `<\ v SUITE:- r a / ° CROSS SECTION OF FLOW DIFFUSOR "e D�•BDX / ., SR NOT TO SCALE 00 20' H_ MI14 o N z 7.2' MIN. t / o rn�*� // TH-4 ceb tem EXISTING_ to y x / �"- App SEPTG Access Cover (typ.)//TAN (80 As- Cord) K e F.G. EL 52.5 (See Note 6) bull #93- �// ❑ F.G. EL. 52.5f 1 Deck/*B.M. F.F. EL. 541.7 PROPOSED Flow Equilizers c EL. 50.70 As Required #33 I Installer To Existing Fnd 2 Sty �/�//F Confirm Prior TO BE CONFIRMED 1500 Gallon ..• ( (1V!£o;rl To Any Work Septic EL. EL. 49.25 �o El. 49,04 ----^l c ✓ I CONFIRMED) (TO CONFIRMED) 7 4 (TO BE C RMED) H2O c BE W/F a EL. 48.50 Relocated Enclosed a e o c e Flow Diffuser IN o Porch Wood Deck To Be Installed On f ow biffu n mpa a as ui EL. 41.5 \ Shed x Bedding,"T"s, & "affels ""'::":'.;.....::::: M Bottom Test Holes Paver Edging as Per Title 5 ..... tt ReViiDwe:B[ Replaoe:':':'::::: EL. 12.0 Ail bnstahie Soils .`. ' o a Estimated High Groundwater Thd Qutr PnCF?.B>er of Th�..:Sys#gym.. Per T.O.B. Standard \ Lawn tv w - - DEVELOPED PROFILE OF SEPTIC SYSTEM --52- NOT TO SCALE o_ C-14 �,, PERC TEST: 15,188 PERFORMED BY:JOHN ODEA-SULLIVAN ENGINEERING SOIL EVALUATOR NO.2911 WITNESSED BY:DAVID STANTON,R.S.-TOWN OF BARNSTABLE NOVMaER 4,2016 SITE PASSED b TEST HOLE-1 TEST HOLE-2 TEST HOLE-3 TEST HOLE-4 EL.52.5 EL.52.5 EL.52.5 EL.52.5 ... . .. GRAVHL DRIVE C3RAVEL DRIVE aiRAVEL DR1Xfi: GRAt Ei DRIVE. ��, LegG'l1C�. QIAEXER.IOYR.4/6 ... 0:..'XER1031t4/6:.. O YER.LQYR4f... OLA... ..-' •: >aAIiICYBLI.�➢Vf51fH1tdWN:: :: 1>ARKY$I,Lt)FVJSHBItb�S'N:: :: DARKYt+T.LffwL9FIZ�F.O�V.N:•: : DAAKYP.�.4:f5 LWJ$I#.>11t0!WN . -o- Sign g �0•:.. . :.$.ANUY IAAI r. .. 51.6 9" :: .$A1•!1'IY: A1rf.'. .... .....51.8 10" ....:.$AdUY.Lizr1M":':: ":51.6 IO"........... : :. :. 51.6 O CB/DH - Co crete Boun `�, u- 1l RM-OROWK;:..: 1t t 4o14?SH nROwN :: :... YaLOVV WOR( :. . ?zt 1a(.z vn$li ua0 WWr1: ::... /3 r „ V6". LOAMY BAND :. :..:.'.48.7 44" L t�AMY,$AND::. Utility Pole 523, 48.8 4 LOAMY'SANo: .. 48.6 45":. LOAMYsAND: S7 4 2.5 YER 2.SY 7/4 C LAYER 2.5Y 7/4 48.8 OHW- Overhead Wire 7J¢2Jr,E PAUBROWN PALE BROWN PALE BROWN PALE BROWN MED.SAND MED.SAND MED.SAND MED.SAND E - Underground tility BarnS table -A25 GALLONS GONE IN 6 MIN.48.5 50" PERCT13ST a8.3 25 GALLONS GONE IN 6 MIN. 2553g an c Tj-USt `, PERC RATE<2 MIN/IN(LTAR=0.74) PERC RATE<2 MIN/IN(LIAR=0:74) Deciduous Tree /76 ' 4L 132-1 41.5 132" 41.5 132" 141.5 - TITLE PREPARED BY. PREPARED FOR: NOTES: Site Plan eSury Proposed Improvements Ca p Theresa M. & Wallace G. Riddle 1.) The structures shown were located on the ground by _ Engineering& 23 West Bay Road, Suite G conventional survey methods on or between 081OCT113 and m At Sulll .�in CiOnsllitin Ina Osterville MA 02655 16 Maolls Road 11/NOV/15. y ^{^{ �/��Q /� g' Nh an t MA 01908 VV LoIfY'�.rl' Ave! ►■ ,e (508)428-3344•seciC9sullivanengin.com (508) 420-3994 (508) 420-3995 fax , 2.) The property line information .shown hereon was compiled (,/ PO Box 659.7 Parker Road copesurv®copecod.net from available record information. Osterville MA 02655 Bamstable (Cotuit) asses www.sullivanengin.com 3.) This plan is not for recording and is not to be used for Q Draft: JOD Field: 30 0 15 30 60 120 construction layout or deed description purposes. i .�` DATE. December 6, 2016 SCALE: '►► = 30' Review: PS Comp.: Project: 36030 Project: C527 _ _ I