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HomeMy WebLinkAbout0109 SEAPUIT ROAD - Health 0t 5capu t load ostet•vi l.e A= 118121- 002 _ i ` I No. �`' _ FEE COMMONWEALTH 6FTI-ASSACHUSETTS Board of Health,8,4iz&I S14aLt- MA. APPLICATION FOR ➢ ISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct(W"R�pair( ) Upgrade( ),Abandon( ) - Id Complete System ❑Individual Components Location O C� s'o Owner's Name � /c Map/Parcel# �� d` — Address `70Z 111,0- �� AS Lot# /h Telephone# Installer's Name Designer's Name S E 1 /H t.ve? Address Address 844 S' Telephone# Telephone# Type of Building r/.t(�CL� s9 na Lu " Lot Size /od/ S sq.ft. Dwelling-No.of Bedrooms 77 Garbage grinder ( ) Other-Type of Building No.of persons _Showers ( ),Cafeteria ( ) Other Fixtures Design Flow (min.required) '7 7 ® gpd Calculated design flow 77 O Design flow provided 77 Z gpd Plan: Date ]n� �-�' oZy Number of sheets Revision Date Title SI jam. Nt�,v��+,t.r,.ai,vC� PR-,oaSF..O �-1 Vt- 09 .- ¢i��_5�. 4-r� �M Description of Soil(s) hN Jr- L Soil Evaluator Form No. Name of Soil Evaluator Olgg�ou,-,t—j Date of Evaluation 4- -Z 2--/ V DESCRIPTION OF REPAIRS OR ALTERATIONS Ptiv v, /Soo X A C, &IfJo9 /u o 0 GAL '/.4-✓r�— The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrelsLo not t place the system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed _ ate Y' �O Inspections 1..t,e•},f "''.a';R, ._L ..t i - '_' v,,. Y '. :;, �-'A •'a. t K-r. ,j,•h �'s_Ate^ 2!:• ;�,.: .,mow :.,s Y� '; No. 30' i, g FEE v •CONNIOiYWLA.�v� :. ,� �i�11Jll""1L� V Boaryd of Health ' -A11 ' ' w (''�� �T � �:j t,STt ,�•� >�T • ,,RUCTION ¶fir J. V' APPLI Application for a Permit to Constr uct( RepairO ;UpgradeO Abandon O ( Complete System ❑individual Components 1. FM non 6COwner C' i( AddresZ T 1" ry Telephone# Insialler's Name. Designer s Name '-"" Address Address g Sr �� Telepho.rie# Telephone# A. S Type;of Building i N t LLiw t tct l C rya Lot Sipe G . .sq.ft. €� Dwelling No.of Bedrooms < / Garbage grinder O , Other-Type of Building No•.of persons Showers (_),Cafeteria,( Other Fixtures Design Flow inm.re aired -7� 0 d Calculated'dest n flow 77 O Desi n flow rov ded .�7 2. d g ( q ) gp g. g P gP Plan: Dafe 7 °� U Number of sheets Revision Date: [�� :^ s Title / t E, c A,V �. I-1 o��n;Ls /Lo,DaS�/.� �' tt= ;`Anal � f=✓.Ac F� c c i.,S-rC= .-h Description of Soil(s) E; Olt Description Soil Evaluator Form No // Name,of Soil Evaluator /✓ C�ovt✓1�J Date of.EvAuation DESCRIPTION OFREPAIRS.ORALTERATIONS_,� 6 w�C 5 a(a ` A A L. 19e�19 /•u uD :�AL '' i� :,a C c,J.� r t ? . �oc�o G.a t_ /�-✓i a'-�-' S _ 3 . T 4. The undersigned agrees to install the above described Individual Sewage Disposal System m•accordance with.the provisions of TITLE 5 and r further agrees o not: o place the system m'operation;,`until'a,Certificate of Compliance has been issued by the Board of Health Stgtied. : c-ri ate. Inspections i No. 0 ­3 3- I: FE Board of Health, 4✓.q i 5--r,,4. 4 L .MA OMPLIANCE M;. Descri tion of Work: ❑Individual Com onent(s).•. ;ycm'.� -lete:S stemP PP y, , Tlie undersigned Hereby certify thatahe,Sewage Disposal$ystem Constructed (Z,Repaired'( )•,Upgraded ( ),Abandoned ( )' by % has been installed in accordance:with the prov sion of 310':CMR 15:00.(Title 5) and the approved design plans/as built plans relating to. application No�� 3dated i Appro ' d DRestgn Flow •�7 ' (gpd) InstallerAlk- Designer:` itnli3Cst, s lA ,L a^ /^� Inspecfoi, Date CV t The issuance of this pernik shall not;be construed as;a guarantee that the system will,function as designed No. O V FEE . l NUS COMMONW Board of Hea1th, .9,t.N s'T%9 NIA DISPOSAL SYSTEM �Ol�����JC110 PKRMIT Permission is here ranted to;`,Construct(Repair}( ) Upgrade( ) Abandon( ) anandividual sewage disposal system at �O� EA Dinv�O :, as described in the application for Disposal System Construction Permit No: rho/Ca"-Wated Provided: Construction shall be completed within-three years of,the da e o fhis'e�mlt�Alwl cal conditions�use meta Jl Form 1255 Rev.5/96 A.M.Sulkin Co.Boston;MA Date Board Of Heal TOWN OF BARNSTABLE LOCATION ld q 5eIt py f ) SEWAGE#AOIO -3 3Q VILLAGE C2�fiLft U o ASSESSOR'S MAP&PARCEL���� (.�( '00� INSTALLER'S NAME&PHONE NO. Sqp 3 4 SEPTIC TANK CAPACITY �j^�d (aO U LEACHING FACILITY: (type) �-7 ) 1` -rP.04ke,S (size) H 9�X 3 NO.OF BEDROOMS / OWNER h ChrsSfi GCa✓'TN PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or.within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leac 'ng facility Feet FURNISHED BY* S f Town of Barnstable ,a►'"E � Regulatory Services _ Thomas F:Geiler,Director KAR& a Public Health Division Mrs" Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 �1 Fax: 508-790-6304 Date: T' g-11 Sewage Permit# 2010"339 Assessor's Map/,Parcel —/21 ODz Installer&Designer Certification Form Designer: N�, �� 1 H y Ln INC. Installer: Addfess: 4 UJF ! ST Address: YX5D LU es - Fu l m v ^9 as7� On 3- I S"`l 1n'ows a was issued a permit to install a (date) ' nstaller) septic system at1QQViT"�D [�j ,V based on a design drawn by (address) �Tt= )(lFry tTA�I 13P-(,,dated (designer) 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. Stripout,(i required) was inspected and the soils were found satisfactory. (See A5—Dui 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. Stripout(if required)was inspected and the soils were and s tisfactory. OF MICHAEL (Installer's Signature E. PERRAULT m c CIVIL No.29399 esi er s Signature) 9 (Affix ere) EASE RETURN TO BARNSTABLE PUBLIC HEALTH AL OF COMPLIANCE WII,L NOT BE ISSUEDB TC E IA i , HZp � AULT RECEIVED BY THE BARNST PICLTTHANK H DVSION.1 gAotHce formsWesignercettification form.doc �fi �9 yg[f far f 22 p 2• ti o• 7-0" �. 2'-4 3' 3• -1 11' 2' 1" 1' 11• 2' 0" Fr RAM v L ;, r I roa*o RnnW 4 .. �- --------- I ---- B=' --- -- — ' ---------- — — —� pA ca s � Fy+p eFaiaau a ':'. s- y •i I - 2'-o'rt 4'-0• 5_0" 5'.-0" 4' 0- 2,_0. Ep 3° SMOKE DETECTORS HARD WIRED I A '.+IS,'NstsP.'`�'"'."'" J "°•"" s,. I ® CO2 DETECTORS r . y�w.:.att9 13 f I ry PROPOSED SECOND FLOOR PLAN t. LL ` L----- ————— —--- -- ---J , BONUS ROOM/OFFIf£ a �a K t' v jr 46 2T ' v Vim" "4 r,tr ..�s -- � -I u . .w M Cf ry. 5 3'—B „ y_g 3-1" 1'-11' 2' 1" 1-11 2'-0 _ MECM , ,. 47F8BAfE - ' 1'-10°' 2 8° 2'-� 1'_9. k Rp' ROOM by Ru .. ..., f 's lA1L I I mDIVmow... y, _.. I I, I •. ,: 2'-3"`^'2'-3" • 1 SMOKE DETECTORS HARD HARED L7 - # ® CO2 DETECTORS _ r PROPOSED FIRST FLOOR PLAN # o_.e o -:Y 'N � ` Town of Barnstable P# Department of Regulatory Services B aatt�t>tt� . Public Health Division Date 1 6 v M a63A�� 200 Main Street,Hyannis MA 02601 Date Scheduled� /to Time Fee Pd. Q� Soil Suitability Assessmentfor Sew a Di osal Performed By: Witnessed By: LOCATION&GENERAL INFORMATION .. Locations Address l �Q�� r� y.� �A i- Owner's Na jme /Loma i nL%;Y z,o(' 109 6t 9L it 1�.,l1A�;11.UJ"� 1�15�: Address'?li Q))L-'Z I�/+1—�`3 OSi ALIJO � 0�z�ll IDJ Assessor's Map/Parcel: ' S'(1nC:- �' Engineer's Name I r�rk. r vl NEW ONSTRUCTIOIN REPAIR Teltephone# Land Use VAI G A — W O o p tC 4 Slopes m 3 $ 1 v Surfaoe Stones tJ 0 Distances from: Open Water Body NIA ft Possible Wet Area ZOO ft Drinking Water Well ft Drainage Way eA Property Line ft Other - ft .SKETCH:(Street name,dimensions of lot exact locations of test holes&pert tests,locate wetlands in proximity to holes) S is L^ A-T?A C L4 L 4 - 4....} ' Parent material(geologic) ��O L af_IAL v,rCuAJq Depth to Bedrock' > {7.O ` 1' Depth to Groundwater. Standing Water in Hole: .-tV o.J E - Weeping from Pit Face 1.1 f 0 v Estimated Seasonal High Groundwater_{O. 6 L^LA N t la 146 VT LJ e;'T L.0r,10,S •rOIUG p 3 L7(G�»^-,� DETERMINATION FOR SEASONAL HIGH WATER TABLE 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. lal Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION TEST Date 2x o Time Observation Hole# ) Z O Z a Time at 9" Z 5 A.L U S DepthofPerc QO—sh d e^Sp it Timeat6" 110TIA. W oLLS Start Pre-soak Time @ I�1�.3�2� 111.ti�J Time(9"-6') i 1�{ ��,FS a.A K _ End Pre-soak .Tr•"'k�1 �1�'07 _ Z O{ .Z ... Rate Mtn./Irtch - �.Z- 4 Z w Site Suitability Assessment: Site Passed ✓ Site Failed: Additional Testing Needed(YtN) + ><5 h=isr--e..-7"`e vv�'C"`k'- -9• K ?""" 7` _ ,_ M xr �1^i t Ong;nel:Public Health Division � 'Observation Hole Data'To Be Completed on Back i � 4 ) * ,, ***If percolation testis to be conducted within 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning "',r-»'f`�'�-�'-•a.t�w+»k,.ed+�..K'4•P'a'er. .,+�::•# ..`:afsu _ r iti.•y; .. r,-+-y a.�s ..w:•r`&�-: w. �.arrt... rt.{-� '.�� '��°":'. Q:VSEPTICPERCFORM.DOC s 4 0"v,3+ "�•pMrr Y?4��e vi aY,,r;:�s". �a� s.�rw S.;i+au .sY{:.r.:.u�^.+,xa...,..•;s:.`x=,-*.n_^L,..•k tr +',r i4N;` ?;� 5'�.:r±r, ; e9�^�`,'u}�^'p rr';°w",¢i 4't+.d4+,..th y AT;r Il a"` a,_ DEEP OBSERVATION HOLE LOG Hole# Z 01 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) _ (Munsell) Mottling (Structure,Stones,Boulders. Consistency, onsisten %Gravel)__ - O C a C.Ad,(— LIT-1`64 �}- g E LeAAsj Stoup 101-ell -210 S r.n l0 1_ ooS Cfo-IZo At.td 2 Sy6I3 GLF-AW kAGOL� S Ar.l A LOu3E DEEP OBSERVATION HOLE LOG Hole# Z.oZ Depth from Soil Horizon Soil Texture "Soil Color Soil Other - Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) .. . 46 9 E. LOA SA ,ro Iv`t�� Loo3C L o 6 LayS e Lass 5 yv ls2�L DEEP OBSERVATION HOLE LOG Hole# Z o Depth from Soil Horizon Soil Texture Soil Color Soil Other` Surface(in.) (USDA) (Munsell) Mottling (Str—e,Stones,Boulders. - Consistency-%Graven - Q� _ t Lcoas 9—Z4. R wi A i Oq a Lc>oIC v b C-LEA&► A C.0'-JM L uoJ'E DEEP OBSERVATION HOLE LOG Hole# 704 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency%Gravel) QT r) N Lr -JZ L.o O 101&S 2o M A-D . L u of L- _ 1.e5S /y✓l L Flood Insurance Rate Mao: / Above 500 year flood boundary No_ Yes v Within 500 year boundary No � Yes Within 100 year flood boundary No V Yes r Depth of Naturally Occurztw 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? YES LL If not,what is the depth of naturally occurring pervious material? Certification I certify that on Jr S q 7' (date)I have passed the soil evaluator examination approved by the Department of Enviroot ction and that the above analysis was performed b me consistent with ep Y Pe Y the required g expertise expenerigg described in 310 CNIR 15.017. s k � v� :•av Sk "ems aybr � Signature � Date a (t7 z{ �t -40 "'�' �`�.r ,;4, k 3 P�' :.ms,+*� �.zM: +4r R.�s wM'S�'+� a x rr-^ s�,,,•�..r a✓f ,�'r 1 5 :k +��. <'. -r .� :fi -.w Q:ISEPTICIPERCFORM.DOC .a,. ,"'JeU.�s*'`•#Y. nc,.a'�` , , 4'rr.aG.sr „'k"+`'�-rn,,erg +a ' ", t`�.. az;•+. +'�`hWs4ia'.a. .��.sis''•.•z,e ,w,. .urz . �::....-. : .eM ,.k- -::.rwfi v:K?:eb.M .;+..m: •Rr` - �?:.. .+r.;.r.7k=n..'.»s, , w.a..,:.5 ,.�,r.,.��-...nroJ...N,:+ra�.a.5a.ws;'. .. ,. ... ,, r xr Ago- Lot 16 '1019 S .F\ )Cr XV 12 14 A . ` S8T34'35'E ' 263.32' ,+gip. .S•+^ aw«^+xy�"�e.,a;+ Wf" k "+* rc,�°:�Nr**xy�`+� ' .c""4`f" .'�c? 'ri�ma:�252 06 pya+'+ ;x`�'a?�•�r8x^;:.g-y .wsnr+. Y •«-�.ww-,�•-,�.*,.•->;..w•,.� `-a-rd'e.s>.t' .w.�•'.y,;;C`- K t i> [ �-a 4 � ;t"x rid".�➢"5�tf* "7w•„�"�+F'S .�,Wi, �<"LS�P`v�w,s dC"'"a�r"Z' #'*�+'c+.�f �� `' i'h�...,�ss'1ew#.4 q; kl�+rt^totx.q.+..�g Nor+, +.. > ��: �w �.*w' y�+ .a *`"t v ✓ rc h. .• :. ..` .f3?' r v xr�,..a �.� 3+ -r'`,.s�..'mr^. .«zr,�a 3-i., t -. - . - �.e :n. ep rrt,^,u+ r -. a r y ,^a a .r,+ 5-> ht n• r c ' w=rv'+c �xr�y ro-s...�Y!s �''+.:...re,s3x.' "• .tki»' .�3�-- k�� �.hz a�5 t�y,�.� YdrLv y e�.fy '� ��, �f r A�ik m. a.�ic~� � ,t q b t� - �}' z ery .s.ee. d4' i '•� a�s#.wa '4G, ?N,y.+,r*^ � wg6+w "-v, Tt'+ r.'��€ 'flea ..g?3'+kw"' ,uyar'r+v-wst4t:�mi4e '�C+• K. ,;...n. 2°•,.er -., �:� ... _. .'., _ ., ,. _.:,•� _> . ..,, ._ ... viz r '"v - .ry r+.iF s};ev+`•M•Ma.�r+�e+.�a. ,.y"Y�i•�' i4+�i�(5�f�:���' .. ... �i'�*',�YSSW: __ �s'Ms�F«�+�c•;�"�"+� �+� siw•.•n�+m�.�"4r , t••�.��.,r�*w�.��:e� �„s •���:�, �<es,��.�^+�a�,�a,-,- :�*,us . • .. FONG NOTE: ALL OTI FOOTINGS MUST BE PLACED ON UNDISTURBED SOIL OR COMPACTED - FILL BUT IN.NO CASE LESS THAN THE FROST LINE DEPTH. (4' 0" MIN.) (CONTRACTOR TO VERIFY SOIL NOTE: s X .J` w �I'3��(V • - F - PH��� CONDITIONS UNDER ALL FOOTINGS.) ANY WOOD IN CONTACT U 77^^ _ * ffiD5 W/CONC. MUST BE P.T. - _ 246-0988 PETER L SANDOR.4S ALA. PRIXCIPAL 1'-10••. 6'-0" 6'-0' C-0" 5'-11" :.':.•�.•.:.a• '.�� ALL DIMENSION TO BE HELD " 51-0 - _ x >. - .. ' .•.. ... VERIFYED&CHECKED. . - 22' 0" "..,w.v�•.m a. - � CONTRACTOR TO REPORT 0'5- CHANCES AND OMISSIONS TO ARCHITECT. .,� -= _ � �-----��. � • ,° INTERIOR SPREAD FOOTING ' .N .. S 8" a f. .. - -- I -- - - ———— a A ` -mom -- -- 1 I- �� 00 f 4,- L m a4 , ° f 4. o. EFIELD, r D MA ----J IM• J fM I' ,_ FgLTHOFMPSSPC �® - - •� ;r .� �, •� �' .^ 2xG FRAME WAu I L---- L J J i to L----, r - • " '` I f= 1 FLooR dolst 1/2' ANCHOR BOLTS AT 32' O.C. X®AA®,�, _ II' ; �J �. ,r 2( )P.T.SI -Ammmed iM OF 0 �' r-o•x u K tr �y '� � SLOPE AWAY FROM FIND, 2 TOP and BOTTOM C7.os I' E�CH WAY TP. � - � 9 � DAICHAEL�. N —� L--- I o MARTEL o.. Vim.• L--t—J -------u c� STRUCTURAL s . .° ..— ..� ..— j �. No. 41674 -- --- ---- -- --- -- t CONC.FND. - ------------i 1 r ®�i -- ----------- - --- -------� ROVIDE FRENCH DRAW AT PER.TP. _ ————— r— IY CONC SUB POSITIVE DRAIN FABRIC COVER As F I-(----r----- ` - - - 26'_1". _. 5._6. `i - .O GIST _ COMP.flu p 2x4 KEY AT:FTQ - ® 4._6° q CONC E� ` ----� J ._ - 24.�S rAT BOTTOM -------- --- --------------------� b ._ I) K ----- PROPOSED FOUNDATION PLAN - - TYPICAL FND. DETAIL- �`m°' - ® SMOKE DETECTORS HARD WIRED ea .I m :r. - • . !�' �� CO2 DETECTORS - - - 4 v 2 -' - .I I ,:-" -'`.'�W @ .,:- -.I • - - PROTECTION _ - -i. „" _ - e, - BOARD OVER , -• ; DAMPROOFING17 1 x ' BACK FILL TO Na evlelon/Isau FINISH GRADE .. - ,.: .-•10" THICK CONC. __ ...vp.-... -,WALL " BASE R e Date CONC GRAVEL' SLABMENT PERMIT ONLY UNDISTURBED - `SOIL 10" 1 U ; .. . " STONES PROPOSED FOUNDATION l:v .• '- - p - , - - RIGID INSULATION PLAN FOOTING I I I I KEY _ McCART RAINAGE PIPE W1 FILTER 24" NEY ESIDENCE FOOTING DEPTH , L---------------J o - .. (4'-0" MIN. BELOW .;.. I;.. . .:...: . .. .... ------------------� FROST GR To 109 EAPUIT RD. y s _ _ ::. ':....UNDISTURBED SOIL) 109OST S ILLE� MA CONCRETE FOOTING } t FULL BASEMENT od. - - B-28-10 1 PHOENIX COLLABORATIVE ARCHITECTS 1/1s•=1'-0• -' i v STEEL DETAILS PHOMU ARCHITSC78 .. .AIfBWffi,D aAssAcxussrls " - - (781) 248-8888 51 - t r PBTIER L SANDORSR ALA PMCMAL 22'1-0" STEEL BEAM ti y•_5° 3_8 r_5" NOTE' 3' 0" T-0 -_0 I 'a'°'"•°'PS'�""'' I 10'-0 - COLUMN ALL DIMENSION TO BE FIELD • VERIFYED do CHECKED. 2'-6 3'-1" 1'-11" 2' 1" 1'-11" 2'-0" - - - CONTRACTOR TO REPORT INTERMEDIATE AR�TEC."D OMISSIONS TO -3" 2'-4• 4'-8" iNroauu MNiNa au N 1'-10° 2'-.8" 2'-7' 1'-9"1'- 3/8" PLATE STIFFNERS • -. i NE.o1N aeou _ �y-� I - � jl ��..•j�� (4) 3/4"0 BOLTS N 4'-0 I eo 0 ��y • ac{uolTu"yaut Dy oMdq � 1 I I CAP PLATE X BM WIDTH END X 5/8 .uenay ann I v i ® L&Y. a'-0� muunannu I 3/8" PL STIFF - - - - - - - - - I I I I PLATE ? n F SUN'- 4 I Q N 4 T/S COL. Mgt 40 m 4' 1, "3_fi, 3,_0•, I 2,_3.-2•_3•, .A K LD. - - - - -u EEL SECTION A - 5. 6.. o �gLTN OF MPs`'P� 1-6 _4 6" - .e ® 3/8" THICK L_ "' I GUSSET 'mB.m�• ® SMOKE DETECTORS HARD WIRED LA CO2 DETECTORS 3/4" BOLTS PROPOSED FIRST FLOOR PLAN SPLICE ®a_ L— ------- ------ —J 4 2 •. " - - • • ° FLOOR JOIST REVERSE MUD SILL AT INTERIOR OF PORCH. No. Redalon/leeue Dote ` •tl,. 2x4 sleepers under subfloor typ. PERMIT ONLY _ 2 5 R AR at TOP EB 4•con lab a t s and BOTTOM compacted fill ' �i •i `.. - EACH WAY TYP. for slab PROPO SED FIRST ,o CONIC.FNa FLOOR PLAN 14'-0" '-0 30,-0" hod 4•aana.Blab M McCARTNEY RESIDENCE COMP.FILL FOR SLABI. 2x4 KEY AT FTG. 109 SEAPUIT RD. 24• x 12•CONC.FTG.TYP. OSTERVILLE, MA 2- a5 top and bottom FOUNDATION DETAIL AT FRONT PORCH 8 28-10 ''PHOENIX COLLABORATIVE ARCHITECTS 1/16•=I'-O• PHOMM ARMTEM r' - •AKBF'D30 11ASSACHUSEM 1 781)E/8-0888 22'LO° PETER L SANDOR38 ALA PRINCIPAL 1 S—O„ ,-0" T_0^ —0 ^ —0 13'-6" 10'-0". NOTE: FLOOR JOIST FLOOR JOIST 2'-4 3'-3" �V-11" 2'-1" V-11' 2'-0 - ALL DIMENSION TO BE FIELD 2#5 REBAR at TOP CONTRACTOR TO REPORT •i 'i'�' 1 .I EACH WAY TYP. CRAWL SPACE CHANGES AND OMISSIONS TO 1 ARCHITECT. 10•CONC.FND. 4'coot.slab - ! BASEMEN r D' COMPACTED FILL FOR SLAB-PIN TO LE GE 1 If jl^ \ AS REQUIRED •i a F OP`TmO eB�nW - 12•conc.slab 'I n I PROVIDE RIGID INSULATION AT SLAB p5 PER BUILDING CODE COMP.FILL FOR SLAB + 2:4 KEY AT FTG. e YES 1 i 16'X 12'CONC.FTG. TYP. - 2- #5 top and bottom a. =m_ _1�0 — CD T INTERIOR END. WALL � . _ e FOUNDATION DETAIL A — ----=----- V' s � IaEnRnnY R I � aEnRnnu.. I - • 2—0' 4—0• 5—0 �1,5 -4-0•M 2—0" I l.. qAi ��cF ® m —Rzd^�-- - - - - — - - - - �, I ,m 1 0. 401 C, ® SMOKE DETECTORS HARD WIRED LA OK�gyELD a L ® CO2 DETECTORS ly OF MASSPG� PROPOSED SECOND FLOOR PLAN L----- ___— — — — __ BONUS ROOM/OFFICE - - - - - - -- — o b 4 4 ,.. , -v. �r J , . r_ I ,_• No, Revlelon/Ieeue Date I � � PERMIT ONLY PROPOSED SECOND'& L---r-D--------7v- =� THIRD FLOOR PLAN .. 14'-0" '-0 30-0' rm�aa ew..a iurr sr-o McCARTNEY RESIDENCE 109 SEAPUIT RD. OSTERMLLE, MA 4 PROPOSED THIRD FLOOR PLAN . .. o.►eme. eWa .. 1 8 28-10 3 r PHOENIX COLLABORATIVE ARCHITECTS 1/1s'=r-o• • � I PHOENIX ARCS E&C'1S ' •ARBPIBLD MASSACHUSETTS ^ ®� 481) 246—OM _ PSfSR L 3AlIDOR4S ALA P!@iCIPAL e� ". NOTE- ALL DIMENSION TO BE FIELD — ---- ------- ----- ----- — OERIFYED R CHECKED. ----- — -- — ------ ——————— CONTRACTOR TO REPORT ®"•' -- -- CHANGES AND OMISSIONS TO m --- --- --- �. — ARCHITECT. Ilml MW am¢aaurea ------- ®® -- — — — — --------------- v.�...e PROPOSED FRONT ELEVATION' • � s n rni W FIELD, MA G 9 P L S T • d HOFMPS ------- --- ------- ------- -- --------------- - ------ --------- - ---------- esuea--- — -------- ------ --- - - ow.a • 4 r y a ' ———— ------w®u.m ova----------- ---------� 3 ® Nw RoNelon/leaue Date PROPOSED RIGHT ELEVATION g PERMIT ONLY --------------------—------------------------ ---- PROPOSED ELEVATIONS McCARTNEY RESIDENCE 109 SEAPUIT RD. OSTERVILLE, IAA we Oft 28-10 4 PHOENIX COLLABORATIVE ARCHITECTS 1/16*=1'-0" PHOENIX ARCHIT M TAKIMIMUD YASSecxUSLTM d PKPBR L SANDORSK ALA PENCIPAL NOTE: tee@---------- ---- ------- ---_+-- ---- 1---- --- da/ .+� ALL DIME SION TO BE FIELD VERIFYEDCHECKED. ------- ��'"" ——— � CONTRACTOR TO REPORT —I ---- gm ,� CHANGES AND g115510NS TO ® e m ARCHITECT. rTl ® ®. ®® ® ❑ ❑ �e�_ � •, ® ® ® � ® ® ® ono ® o � � _ _7 ________________ PROPOSED REAR ELEVATION 0�8401 EFIELD, MA J P�? —--------------- -------------------- -- ---- gZ78Of -- Ps5 b o , —----------- ------- ffi------ -------------- - - ---------- ----------------------------- -- ------- --------------- ---- p "v —______—__ __ _—_ __ ____ ------- —__ -Lp Na ReNslon/lseue Date -- -- — --- — ------- --- ' ---------------------- -------- — --------------------------- PERMIT ONLY . ..--------'-------------------------------------- PROPOSED PROPOSED LEFT ELEVATION ELEVATIONS _ ►M.t rre _ McCARTNEY RESIDENCE 109 SEAPUIT RD. OSTERMLLE, MA ' 1 8-28-10 5 PHOENIX COLLABORATIVE ARCHITECTS 1/1s•=1'-0- I'. -- -- -- — --- ------------- ���------------------- Pxonrnc excxir�rs _ k • ,s PRONG[HIMICJJE Tn WP. WAIEIBID MASSACHUSETTS ALT a aa--------------- --- -------_--- t0 /4'PLYWOOD SHINGLES (7B3 E48-0988 s b _ mmuas+Z------------ .+. .. — ----------- zlnE AFTER I,a FELT ------------ ——— ——— -- -.-- '' ------ ——————————— r - � PROPER VENT AT JOIST/EAVE PETER L SANDORSE ALA PRINCIPAL • ,.•. CONNECTION I tldlL ALUM.. EDGE _ CEIL JOIST 1t4 TRIM BOARD :b •—•,_ -------------- --- -- -- I �1frB FASCIA BOARD ttw �— m��'----- --- --- -- — — ------- 2)�� ALL DIMENSION TO 8E FIELD --------- _ Y CONL SCREENED VENT. ————————————————— ——— ——— -- --- — I-- -- --- ——————— ,IB SOFFlT VERIFYED k CHECKED. a CONTRACTOR TO REPORT ACE FACE TRIM E118 EXT.STUD WALL ARCHITECT.x4 CHANGES AND OMISSIONS TO DETAIL AT MAIN HOUSE el F.G.INSUL ————————— --- —__---- • PRWtR%W ALL'XL ALAS wmJ+u.------ --�---- ---------- --- ———————— ---- G� Ara*--- . :,u e ^�---------- --- POSED SECTION A—A EFIELD, ri • - MA Zo OFM s RIDGE BEAM �°�'�`-------- *&AAAg4® BAFFLE ERIDGE VENT ——————— ————— BAFFLE wa@!, BAFFLE $y "¢ eem nelL m aem �����Sw OF-4f4 4 I, RAFTER � vti' ROOF SHEATHING ROOF SYSTEM _— e ----_4--_—_ ——— ————— <g� MICNAFt 6 u, mom...-- ------------ --- - ----- ---- -- -------- ® --- ---- ' o MABTFL r Nes>Fs tans BLK= � d v STRUCTURAL •, "` �0 No. 41674 CUT BACK ROOF SHEA ING MIN. 1/2" ON EACH SIDE OF RIDGE nBAFFLE RIDGE VENT DETAIL _________ �u l PROPOSED SECTION B-B - - 4 3 GENERAL NOTES: 2 1. DESIGN IS IN ACCORDANCE WITH MASS CODE SEVENTH EDITION. 2. LOADS: ROOF SNOW: 3OPSF + DRIFT ATTIC 30 PSF Na R&Amlon Amsue Date + . LIVING SPACE 40 PSF ' �// •+ro \\ - f----— �� - - .BEDROOM SPACE 30 PSF ---- --- _ PORCH 60 PSF -3. MATERIALS:CONCRETE 3000 PSF REINFORCING GR 40 - PERMIT ONLY STRUCTURAL STEEL A992 ( 50 KSI) •;: — — — _ —————— b - 2600 PSI LVL* — ------- — -� � BEAMS, COLUMNS CONNECTIONS SIMPSON ---------- ----- PROPOSED 4. „DIMENSIONS SHALL BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS. SECTIONS - — -- ——— — � - 5.• FIELD MEASURE PRIOR TO DETAILING, ORDERING AND INSTALLATION. 6. FOOTINGS SHALL BE PLACED IN THE DRY ON UNDISTURBED SOIL, FREE FROM ORGANIC MATERIALS. 7. NAILING SHALL BE MADE IN ACCORDANCE WITH MBC APPENDIX 'C•. Pn„e1 ear m�Aasr • ---— -- -- --�+'�w 6 CAPBEAMPLLATESNSHALL G ON BEUMNS EXTENDEDSHALL To COVER FULL BEAMD DTH BEAMS. McCARTNEY RESIDENCE § ..3�== -- — -------------- -- "�a 9. SOLID BLOCKING SHALL BE PROVIDED WITHIN THE FLOOR UNDER COLUMNS AND BEARING WALLS. �tipW� p 10. JOIST AND BEAM HANGERS SHALL BE PROVIDED SHOWN OR NOT, ALSO PROVIDE HURRICANE TIES. CAP AND BASE COLUMN CONNECTORS SHALL BE PROVIDED. 109 SEAPUIT RD. 11. TRUSS JOIST( TJI) SHALL BE AS SHOWN. OSTERMLLE, MA PROPOSED SECTION C—C 12. OPENINGS IN BEARING WALLS OVER 5 FEET SHALL BE PROVIDED WITH DOUBLE JACKS. 13. PROVIDE 6X6 — W 1.4 X W 1.4 WWF IN ALL SLAB ON GRADE. � e4 M•eL� W Oft 8-28-10 6 PHOENIX COLLABORATIVE ARCHITECTS /�s•=�'—o• PHOEM ARCH TEE _ AAiaw=YASSACHUSM"M 781) 248—OM PH=L SANDORSS A.LA PHDICIPAL S NOTE JAI E2 D1 - _ ALL DIMENSION TO BE FIELD VERIFYED&CHECKED. CONTRACTOR TO REPORT CHANGES AND OMISSIONS M 202 floor JM at Ir oc. ARCHITECT. e 202 pt.at 16"o c.at deck tp, D5 n A o N m •840 � rm FI D 5 a TyOF MASSPG J D5 PROPOSED SECOND FLOOR FRAMING ,�•�®A ® E2 L"S7 J �'CN O p�gSAc�e BLOC(FIRST AND LAST TYAD BAYS WITH 2X ATT 18'O.C. - ALL PaYwooD TD BE GLUM. __a _ •• o MICHAEL MARTEL 1� CONTRUCTION IS DO BE DONE IN ACCORDANCE WITH.THE -I d v STRUCTURAL , -- MASS STATE BUILDING CODE AND WFCA 110 MILE PER HOUR EXPOSURE B. IL No. 416/4 � ALL COLUMNS TO BE 6X6. /ST � a� QoSS/0 Et t —� 4 PROPOSED FIRST FLOOR FRAMING 2 BLOCK FIRST AND LAST TWO BAYS WITH 2x ATT 18'O.C. ALL POLYWOOD TO BE GLUM. No. Redslon lls a Date CONTRUCTION IS DO BE DONE IN ACCORDANCE WITH THE MASS STATE BUILDING CODE AND W OM 110 MILE PER HOUR EXPOSURE B. PERMIT ONLY Am= ALL COLUMNS TO BE 6X6 PROPOSED FRAMING McCARTNEY RESIDENCE 109 SEAPUIT RD. IDSTERMLLE, MA Dm r 1 8-28-10 7 PHOENIX COLLABORATIVE ARCHITECTS 1/18•4-C 1 1 PHOEM ARCHIMM 'WAlaOM D MASS/CHUSPIM • - - a�>mz eMem PmEu[+ (781) 248—OOM _ 1ST FLOOR - F1 3 131<'x 11-)IB'VL.2.03100 SP F2 i 13I1'z 11-7I8'VL 2:03100SP F3 C 131.•x 11-i18'VL2031M SP Fa a tau•x11-)I8'VL2.031o0SP PEM L SANDORSR A.LA. PRINCIPAL u a FS VL"x 1 3 t-31E1-)IB031WSP FB 2 131<•x+1-)1'1 Z2.031W F7 4 I.314,11-)WA 2.O—SP FS 2 1314-xl1-718'VL203100SP 2ND NOTE• FLOOR D+ 2 13l<'111 JM'VL 203100 SP D2 3 1. -xi1-),3"VL 2.0310D SP D3 I 'x125PF p3Al- ALL DIMENSION TO BE FIELD n n + De -31I'%It-il8'VL 2.03100 SP Ds 2 I.31Tx tt-i/8•vL 20 3+oo SP �ERIFYED k CHECKED. 2 I-3ra•x 11-)IB VL 2.13+00 sP CONTRACTOR TO REPORT w I I-31a•x II:7718V z.03+00 SP CHANGES AND OMISSIONS TO .y •• ' DO 2 I.s,—tt18'VL20310o SP w 1 13M'x11-)IS'VL20310o SP ARCHITECT. EI 3 131<'x B-la VL 2.03100 SP ' E2 2 13M•x11-ils'VL2.03100SP .11 1 10'BCI e0z-2.0 SP .. L cl FLOOR n ct 1 W12122 C2 1 W12x22 - +y• C3 1 W1-2 .. ca 1 w12az a Al 2 13I0''x1x tb'VL2.03100SP /3/./� A2 2 1-3Ms•VL2.031U05P [�/r y N 2 13I6'x 18'VL 2.03100 SP . 1 • P5 2 1312'x 16"V1.3.03100 SP �� O A) 1 .. ABSC 3''x& VL 2.31M S 2 <'x3Z 203ap 3 .&IZV20310SP O ^ " e BS 1 134'.-1/2"VL2.03100SP t)' ol .8401 ~ B VIE - AKMAELD c� �(TH OF MPSSP e jw g,&AAAAIII I)z a� PROPOSED ROOF FRAMING PLAN `ppJ.iN© M4,e� p® BLOCK FIRST AND LAST TWO BAYS NTH 2x ATT 16'O.C. • u AOLYwooD To BE GwEO. � t o Iv!A F3 T E L ® &1 FeUC 'UHAL -q 4 CA I CONTRUCTION IS DO 8E DONE IN ACCORDANCE WITH THE - � IV_ 0, 41674 � PASS STATE BUILDING CODE AND WFCY 110 MILE PER HOUR EXPOSURE B. A 1 .�s ALL COLUMNS TO 8E BXB. - �P d dE . - BLOCK FIRST AND LAST TWO BAYS WITH 2X ATT 18'O.C. ALL POLYWOOD TO BE OWED. / CONTRUCTION IS 00 BE DONE IN ACCORDANCE WITH THE /v MASS STATE BUILDING CODE AND WON 110 MILE PER HOUR EXPOSURE B. B _ s cz 3 IIH 4 No. Revlabn Ammue Dote PERMIT ONLY PROPOSED cl FRAMING McCARTNEY RESIDENCE 109 SEAPUIT RD. PROPOSED THIRD^FLOOR 'FRAMING OSTERMLLE, MA . o.►er. er • 1 8 28-10 g PHOENIX COLLABORATIVE ARCHITECTS 1/1s•=1'-0• t _ MARK COUNT IMAGE ROUGH OPENING CODE ANDERSON DESCRIPTION LOCATIONS MARK ICOUNTI IMAGE ROUGH OPENING CODE ANDERSON DESCRIPTION LOCATIONS MUD ROOM 3 MUD ROOM i TON WON- 2 s _ ____= PHOENIX ARCHIMM 400 SERIES WOODWRIGHT DOUBLE—HUNG WINDOW DINING-- 2 ----- TAK27fl=HASSACHUSUM 11 3'-0 x 5'-4 WDH21052 STUDY---2 �' a" M. BEDL0 M_2 400 SERIES PATIO DOOR ————— (7�) 248-0888 � ® EQUAL SASH ® 1 3'-0 a"x 6'-8• FWH3168 ----- COLONIAL GRILLE UPPER SASH ————— HINGED I AT10 DOOR ' COLONIAL GRILLE —————— —————— ----- _ PPPER L 9ANDOli4E ALA PBOiCIPAL ._BA_TH___1 _____ �. 400 SERIES WOODWRIGHT ————— INF-NN11dG _t JFMI DOUBLE—HUNG WINDOW ————— NOTE' ® 1 3'-0 a• x 5'-4 a" WDH21052 EQUAL SASH ————— - _____ COLONIAL GRILLE UPPER SASH _____ LRI DIMENSION& TO BE FIELD TEMPERED GLASS -____ ® 1 3'-0�•x 6'-8• FWH3168 40HINGED PATIO 0 SERIES DOOR ————— CONTRACTOR CHECKED.REPORT NO GRILLE ————— CHANGES AND OMISSIONS TO ARCHITECT. •�EDBOQM_ ————— 400 SERIES WOODWRIGHT DtFAI ROLIM—IL ----- DOUBLE—HUNG WINDOW JNL DINING_ ® 22 3'-0 a• x 5'-4�" WDH21052 EQUAL•SASH ___ --- NO GRILLE ___— Qm2— ® 1 3'-6 a•x 6'-10 J": CUSTOM 400HINGED PATIO DOORSERIESOD =____ 400 SERIES WOODWRIGHT �A _ COLONIAL GRILE _____ ®, 6 3'-0 i•.x 4'—B�" WDH21046 DOUBLE—HUNG WINDOW ----- _ ----- EGRILSASH COLONIAL GRILLE UPPER SASH ----- ----- RASES� rRNT _N BODtI—_2 EAL9EORQQAI_ BOQM_ ARIkIRQDM 4 SERIES IGHT 400 SERIES FRENCHWOOD Iml FTN ® 2 2•_2�•x g'-4�• WDH2O52 DO DOUBLE—HUNGNG WINDOW _____ ® 5 6'-0• x.6'-8• FWH6068 HINGED PATIO DOOR ----- 4 EQUAL SASH NO GRILLE COLONIAL GRILLE UPPER SASH _____ - ____= NO. 1 [A HEARTH ROOM 2 - SUN ROOM — IE Q U B NROOM T— ————— MA .`\ 400 SERIES WOODWRIGHT —————® 400 SERIES FRENCHWOOD ————— �tTNOFMPSS�� 4 2'-2 a•x 5'-4 i• WDH2O52 DOUBLE—HUNG WINDOW ----_ 1- 5'-0•x 6'-8• FWH5068 HINGED PATIO DOOR EQUAL SASH ———— ® COLONIAL GRILLE ————— NO GRILLE ————— -- . M. BATH i - —— _ MUDR00ld_—L 400 ES -----DOU13L11UNG WINDOW_ _ GARAGE—_—_— • ® 1 3'-2 a•x 5'-4 �• WDH2846 EQUAL SASH x 6'-8• COLONIAL _____ ® 2 ® 3—0 a• TEMPERED GLASS ————— �a ————— AC FOYER___2 C) ITI 1 ® 7 ® 2''0�• x 3._0 J. C13 4M SERIES TTI COLONIAL GRILL LE O.__ -- ----- _ CIRCLE TOP WINDOW ----- 400 SERIES FRENCHWOOD ————— A EL �U 400 SERIES T'IlC____ ® 2 1'-7 Jr x 6'-10 J" FWSL17611 PATIO DOOR SIDELIGHT A ----- � COLONIAL GRILLE _____ ® 2 ® 1'-10 J" x 4'-8�• CTC1 SUNBURST GRILLE ----- ----- - gCilly OFMPSSP hL OATH_—— 400 SERIES ® 1 AM 3'-2 J• x 1'-9 3- CTN30 CIRCLE TOP WINDOW ————— - SUNBURST GRILLE 400 ® SERIES ————— g• _ 4 ® 1 _3�•x y_q�• CTN30-2 CIRCLE RENAISSANCE RILE ----- • 3 EALBOQM_ ® 3'-0]• x 1'-7 a• wrR21015 400 SERIES WOODWRIGHT. MI'nRnQM------ - 1 g TRANSOM WINDOW —— COLONIAL GRILLE Na Redelon/leeue Date HEARTH ROOIA 2 ® 5 ® 2'-4 i• x 2'-4 r : AW251 AWNING SERIES ----- PERMIT ONLY AWNING WINDOW COLONIAL GRILLE, 400 SERIES I BARL GENERAL NOTES ® 3 ® 2'-4 x 2'-4 AW251 - AWNING WINDOW UNQRS== COLONIAL GRILLE UN---- TEMPERED GLASS ®® 400 SERIES BASEMENT--3. ��wm err 3 2•-4�- x 2'-4�- AW251 AWNING WINDOW _____ McCARTNEY RESIDENCE NO GRILLE 400 SERIES GARAGE _11 109 SEAPUIT RD. ® 14 ® '—O— �• x 2'-0 A21 AWNING WINDOW 0$TERVILLE, MA COLONIAL GRILLE --_-- 1 8-28-10 g PHOENIX COLLABORATIVE ARCHITECTS GENERA FOUNDATIONS (cont.)� ' - STRUCTI IRAL TIMBER CONSTRUCTION (cunt 1 ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION BACKFILL UNDER'ANY PORTION OF THE BUILDING SHALL BE COMPACTED IN 6' RAFTERS AND JOISTS OVER 8'-0" SHALL BE SUPPORTED ON METAL HANGERS. OF THE COMMONWEALTH OF MASSACHUSETTS BUILDING CODE (780CMR) AND LIFTS. THE CONTRACT DOCUMENTS. IN CASE OF A CONFLICT, THE MOST STRINGENT SILLS SHALL BE 2x4 OR 2x6. THEY SHALL BE ANCHORED WITH 1/2" REQUIREMENT SHALL GOVERN. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED UNDER DIAMETER BY 12" LONG ANCHOR BOLTS SPACED NOT MORE THAN 4'-0" O.C. SUPPORTED MEMBERS. AND AT EACH CORNER. PROVIDE 2" DIA. WASHERS UNDER EACH NUT. THE CONTRACTOR MUST HAVE THE EXPERTISE TO EXECUTE ALL WORK INDICATED ON THE DRAWINGS OR SHALL HIRE QUALIFIED HELP. BACKFILL NO EXTERIOR WALLS UNTIL PERMANENT LATERAL STRUCTURAL USE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS. PHOSHIX ABCHITSC75 SUPPORT SYSTEM IS IN PLACE AND OF FULL STRENGTH. �A8EFEW MASSACHUSETS THE CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS RELATED TO BEARING WALLS WILL BE 2x4 AT 16" O.C., UNLESS OTHERWISE NOTED. (7al) 246-0988 THIS PROJECT. BACKFILLING SHALL BE DONE SIMULTANEOUSLY ON BOTH SIDES OF THE THE CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, MECHANICAL, BUILDING IN ORDER TO MINIMIZE UNBALANCED EARTH PRESSURES. BEARING PARTITIONS AND OUTSIDE STUD WALLS SHALL BE BRIDGED ONCE IN PETER L SANDORSE A.LA PRINCIPAL PLUMBING AND ELECTRICAL DRAWINGS FOR VERIFICATION OF LOCATION AND THEIR STORY HEIGHT OR AT LEAST EVERY 6'-0". DIMENSIONS OF CHASES, INSERTS, OPENINGS, SLEEVES, WASHES, DRIPS, CONCRETE REVEALS, DEPRESSIONS, AND OTHER PROJECT REQUIREMENTS. PLYWOOD SHALL BE NAILED WITH 8D COMMON OR 6D THREADED NAILS. NOTE: CONCRETE WORK SHALL CONFORM TO BUILDING CODE REQUIREMENTS FOR NAILS SHALL BE 6" O.C. AT ALL BEARING. ALL REQUESTS FOR CHANGES FROM THE CLIENT, THE CONTRACTORS, ETC., OR REINFORCED CONCRETE (ACI 318) AND SPECIFICATIONS FOR STRUCTURAL- ALL DIMENSION TO BE FIELD ANY OTHER PARTY MUST BE MADE IN WRITING TO THE STRUCTURAL ENGINEER STUDS SHALL BE NAILED TO THE SOLE PLATE WITH (3)10d OR (4)8d TOE VERIFYED&CHECKED. OR ANY OTHER CHANGES TO DRAWINGS MADE ON THE SITE MUST BE CONCRETE FOR BUILDINGS (ICI 301). NAILS CONTRACTOR TO REPORT FOLLOWED UP IN WRITING TO THE STRUCTURAL ENGINEER. CHANGES AND OMISSIONS TO CONCRETE SHALL HAVE A 3000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 WHERE STRUCTURAL SHEATHING OVERLAPS SOLE PLATE NAIL SHEATHING TO ARCHITECT. THE USE OF EXPLOSIVES IS NOT PERMITTED WITHOUT THE WRITTEN DAB' SOLE PLATE AT 8" MAX. D.C. PERMISSION OF THE STRUCTURAL ENGINEER. I CONCRETE TO BE EXPOSED TO THE WEATHER IN THE FINISHED PROJECT THE CONTRACTOR SHALL NOTIFY THE ARCHITECT WHEN, IN THE COURSE OF SHALL HAVE 6% ENTRAINED AIR. DOUBLE JOIST AT EACH SIDE OF FLOOR OPENINGS UP TO 2'-0' CONSTRUCTION OR DEMOLITION, CONDITIONS ARE UNCOVERED WHICH ARE EXERCISE CARE WHEN FIELD APPLYING FORM RELEASE AGENTS TO PREVENT LARGER OPENINGS SHALL BE CALLED TO THE ATTENTION OF THE STRUCTURAL UNANTICIPATED OR OTHERWISE APPEAR TO PRESENT A DANGEROUS CONDITION. COATING ADJACENT CONSTRUCTION JOINT SURFACES OR REINFORCING STEEL. ENGINEER. ALL KEYS SHALL BE 2'x 4' (NOMINAL) UNLESS OTHERWISE NOTED. JAMB STUD SHALL EXTEND IN ONE PIECE FROM HEADER TO SOLE PLATE. WHERE NEW WORK WILL BE ADJACENT TO OR FRAMING EXISTING % CONSTRUCTION, VERIFY DIMENSIONS OF EXISTING CONSTRUCTION, PRIOR TO ALUMINUM CONDUIT SHALL NOT BE EMBEDDED IN OR PASS THROUGy DOUBLE STUDS SHALL BE USED AT ALL WALL OPENING. FABRICATION OF NEW MEMBERS. y PROVIDE ALL LABOR AND MATERIAL FOR ANY FRAMING REQUIRED TO CONCRETE. h • HEADER SHALL BE SUPPORTED ON JAMB STUD AND BE SIZED TO SUPPORT . CONNECT NEW FRAMING TO EXISTING CONSTRUCTION. WHEREVER IT IS REINFORCEMENT LOAD IMPOSED. NECESSARY TO REMOVE EXISTING CONSTRUCTION IN ORDER TO CONSTRUCT ALL STUDS TO BE CONTINUOUS FROM FLOOR TO FLOOR OR FLOOR TO ROOF. 44j NEW WORK, THE AFFECTED AREA SHALL BE PATCHED AND REBUILT TO MATCH DETAILING, FABRICATION, AND ERECTION OF REINFORCEMENT, UNLESS 4 tO EXISTING ADJACENT WORK TO SATISFACTION OF THE ARCHITECT. OTHERWISE NOTED, SHALL CONFORM TO ACI "BUILDING CODE REQUIREMENTS SOLE PLATES SHALL BE NAILED TO SUB—FLOOR AND JOISTS WITH 16d NAILS 0. 401 FIELD A , STRUCTURAL ALTERATION SHALL BE PRECEDED BY ADEQUATE SHORING AND FOR REINFORCED CONCRETE (ICI 316)' AND ACI "MANUAL OF STANDARD AT EACH JOIST. `�� BRACING. PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315)". TOP PLATES FOR BEARING PARTITIONS SHALL BE TWO 2x4'S OR A �� M" rJ� CONTINUOUS HEADER. PLATE MEMBERS OF PRINCIPAL PARTITIONS SHALL BE Q4 SCREW—TYPE SHORING POSTS SHALL BE PROVIDED FOR EXISTING WORK STEEL REINFORCEMENT UNLESS OTHERWISE SHOWN SHALL CONFORM TO ASTM LAPPED OR ANCHORED TO EXTERIOR WALL FRAMING. SPLICES IN LOWER Ty OF MPS' DURING THE REMOVAL OF EXISTING BEARING WALLS AND STRUCTURAL 615 GRADE 60. MEMBER OF TOP PLATE SHALL OCCUR OVER STUDS. NAIL PLATES TO STUDS MEMBERS AND THE INSTALLATION OF NEW STRUCTURAL WORK. WITH TWO 16D NAILS 24" O.C. THE CONCRETE PROTECTIVE COVERING FOR REINFORCEMENT SHALL BE IN TEMPORARY SHORES SHALL BE PLACED AS CLOSE AS PRACTICABLE TO THE ACCORDANCE WITH THE LATEST ACI BUILDING CODE,BUT SHALL NOT BE LESS TOP PLATES FOR NON—BEARING PARTITIONS MAY BE SINGLE AND WILL SPLICE EXISTING STRUCTURAL WORK BEING REMOVED. THAN ONE INCH. _ ",. 1 AT STUD CENTERLINES ONLY. NAIL PLATE TO STUD WITH 16d NAILS. WHEN HEADERS SHALL BE PLACED ACROSS TOP OF SHORING POSTS AND SHALL BE WHERE CONTINUOUS BARS ARE CALLED FOR, THEY SHALL BE RUN TOP PLATE IS PARALLEL TO CEILING OR FLOOR FRAMING, INSTALL 2x4 ACROSS SNUG TIGHT AGAINST UNDERSIDE OF STRUCTURE ABOVE. CONTINUOUSLY AROUND CORNERS AND LAPPED AT NECESSARY SPLICES OR BLOCKING NOT MORE THAT 4' O.C. HOOKED AT DISCONTINUOUS ENDS. LAPS SHALL BE NOT LESS THAN 36 BAR E ' D A SHORING SHALL BEAR ON SLEEPERS TO PREVENT DAMAGE TO THE DIAMETERS UNLESS NOTED. GENERALLY, LAP TOP BARS AT MID—SPAN AND WHEN TOP PLATES ARE CUT FOR PIPING OR DUCTWORK, REINFORCE WITH S /J STRUCTURE BELOW. BOTTOM BARS AT SUPPORTS. STEEL STRAPS. N F� O � TEMPORARY SHORES SHALL BE INDIVIDUALLY DESIGNED, ERECTED,.SUPPORTED, WHERE REINFORCEMENT IS CALLED FOR IN SECTION, REINFORCEMENT IS WHERE BEAMS AND GIRDERS OF NOMINAL 2' MEMBERS ARE SHOWN NAIL WITH � �N BRACED AND MAINTAINED BY THE CONTRACTOR TO SAFELY SUPPORT ALL CONSIDERED TYPICAL WHEREVER THE SECTION APPLIES. TWO ROWS OF 16D NAILS SPACED NOT MORE THAT 24" O.C. Q DEAD LOADS PRESENTLY CARRIED BY THE EXISTING STRUCTURAL WORK BEING N 0 REMOVED AND ANY CONSTRUCTION LIVE LOADS. REINFORCEMENT COUPLER SPLICES SHALL BE MECHANICAL DEVICES CAPABLE ALL BEAMS MUST SPLICE ONLY OVER SUPPORTS UNLESS SPECIFICALLY V�/ LD, 4i OF TRANSMITTING THE ULTIMATE TENSILE AND COMPRESSIVE STRENGTH OF INSTRUCTED OTHERWISE BY STRUCTURAL ENGINEER. NEW STRUCTURAL FRAMING SHALL BE COMPLETELY INSTALLED BEFORE THE BAR. MA J� REMOVING ANY SHORES. FLOOR AND ROOF PLYWOOD WILL BE 5/8" THICK INSTALLED WITH GRAIN OF G� INSTALLATION OF REINFORCEMENT SHALL BE COMPLETED AT LEAST 24 HOURS OUTER PLIES AT RIGHT ANGLES TO JOISTS AND BE STAGGERED SO THAT END Q(TH 0 f MPSSP SHORES SHALL BE RELEASED GRADUALLY AND LEFT LOOSELY IN PLACE FOR PRIOR TO SCHEDULED CONCRETE PLACEMENT. NOTIFY THE ARCHITECT OR HIS JOINTS IN ADJACENT PANELS OCCUR OVER DIFFERENT JOISTS OR RAFTERS. AT LEAST 2 DAYS TO ALLOW FOR STRUCTURAL SHAKE OUT. DESIGNATE OF COMPLETION AT LEAST 24 HOURS PRIOR TO SCHEDULED COMPLETION OF PLACEMENT OF PANEL EDGES SHOULD BE TONGUE—AND—GROOVE OR SUPPORTED BY 2" LUMBER BLOCKING BETWEEN JOISTS. STAGGER PANEL ENDS DIRECTLY OVER FOUNDATIONS FRAMING AND SPACE 1/16". STRUCTURAL TIMBER CONSTRUCTION APPROVAL OF THE ENGINEER. 4 FOOTINGS SHALL BE FOUNDED ON UNDISTURBED MATERIAL HAVING A MINIMUM BEARING CAPACITY OF 2 TONS PER SQUARE FOOT OR ON GRAVEL FILL, TIMBER CONSTRUCTION SHALL CONFORM TO PART 11 "DESIGN SPECIFICATIONS' 3 SELECTED AND COMPACTED TO 95% OF ITS MAXIMUM PROCTOR DRY DENSITY AS PUBLISHED IN THE "TIMBER CONSTRUCTION MANUAL" (AITC) AND TO IN 6' LIFTS. 'NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" (NDS), AMENDED 2 EXTERIOR CONSTRUCTION SHALL BE CARRIED DOWN BELOW FINISHED EXTERIOR TO DATE. I GRADE TO A MINIMUM DEPTH OF 4 FEET UNLESS OTHERWISE NOTED. TIMBER CONSTRUCTION SHALL CONFORM TO ARTICLE.21; 'BUILDING CODE No. ReAsIonAssue Date FOOTING EXCAVATIONS ARE TO BE FINISHED WITH A SMOOTH BUCKET OR BY PROVISIONS FOR ONE AND TWO FAMILY DWELLINGS' OF THE COMMONWEALTH HAND. OF MASSACHUSETTS STATE BUILDING CODE. NO EXCAVATION ADJACENT TO EXISTING FOUNDATION WILL ENCROACH A NEW TIMBER SHALL HAVE PSI ALLOWABLE BENDING STRESS. THE PERMIT ONLY PYRAMID STARTING AT THE PERIMETER OF THE EXISTING FOOTING WITH MODULUS OF ELASTICITY SHALL ALLLL BE A MINIMUM OF 1,400,000 PSI. �» SLOPES OF ONE VERTICAL TO TWO HORIZONTAL UNLESS OTHERWISE NOTED. LAMINATED VENEER LUMBER BEAMS SHALL HAVE A MINIMUM ALLOWABLE NO FOUNDATION CONCRETE SHALL BE PLACED IN WATER OR ON FROZEN BENDING STRESS OF 2800 PSI AND A MINIMUM MODULUS OF ELASTICITY OF GENERAL NO GROUND. 2,000,000 PSI MAKE NO EXCAVATIONS TO THE FULL DEPTH INDICATED WHEN FREEZING NEW TIMBER FOR STRUCTURAL USE SHALL HAVE A MOISTURE CONTENT OF 155L TEMPERATURE MAY BE EXPECTED, UNLESS THE FOUNDATIONS OR SLABS CAN new sen..r tis� BE PLACED IMMEDIATELY AFTER THE EXCAVATION HAS BEEN COMPLETED. TIMBER SHALL BE SO HANDLED AND COVERED AS TO PREVENT MARRING, AND' McCARTNEY RESIDENCE PROTECT THE BOTTOM SO EXCAVATED FROM FROST IF PLACING OF CONCRETE MOISTURE ABSORPTION FROM SNOW OR RAIN. M IS DELAYED. SHOULD PROTECTION FAIL, REMOVE FROZEN MATERIALS AND REPLACE WITH CONCRETE OR GRAVEL FILL, AS DIRECTED, AT NO COST TO- JOIST CONSTRUCTION SPANNING OVER 8' MUST HAVE CROSS BRIDGING AT NO 109 SEAPUIT RD. THE OWNER. MORE THAN 8' O.C. OSTERVILLE, MA FOOTINGS SHALL BE PROTECTED AGAINST FROST UNTIL PROJECT IS NO JOIST SHALL BE NOTCHED OR DRILLED WITH HOLES WITHOUT THE SPECIFIC COMPLETED. APPROVAL OF THE ENGINEER. 1 NO JOIST SHALL BE REPAIRED OR REINFORCED IN ANY WAY WITHOUT THE ow O SPECIFIC APPROVAL OF THE ENGINEER. 8-28-10 PHOENIX COLLABORATIVE ARCHITECTS O O O O O O PHOENIX AXMTWM _ 9A!(SPIBID 11ASSACHUSEM 248-09BB AM-=7 PEM L SANDORSE ALA PRINCIPAL NOTE: ALL DIMENSION TO BE FIELD VERIFYED&CHECKED. r CONTRACTOR TO REPORT CHANCES AND OMISSIONS TO ----------- --- -- ARCHITECT. J 7 NA300/1 I F.V. SITTING I I I ENTERTialNMENT BAR -- - I - --- --- - RAIL 'n i 0 7 I j - 0 8 3 EXERCISE BATH RED q C v ao CLo. Mo. OFFICE pn N I 401 m ti D, STORAGE F MpSS� HALL I O 4 3 O 2 1 WINE 5 Nm ReMsionA—, Dofe ® Go 1V O 1V O O O O UP BASEMENT INTERIOR PROPOSED BASEMENT LAYOUT— 12-28-10 FLAN 1 4 = 1-0 McCARTNEY RESIDENCE 109 SEAPUIT RD. OSTERMLLE, MA 1 r 02.17.11 PHOENIX COLLABORATIVE ARCHITECTS 1/4.4-0" ZONING PROVIDE ACCESS -TO WITHIN 6" OF FINAL GRADE ALL PIPING TO BE 4" DIA. SCHEDULE 40 PVC UNLESS NOTED MIN. ZONE. RC RF-1 INSPECTION PORT SEE CONSTRUCTION NOTE 5, THIS SHEET .36"MM. MINIMUM LOT AREA 87120 Sf, 87120 Sf. 32.0 30.5 Yane yRd MINIMUM YARD SETBACKS: S4CKFILL GRADE TO DRAIN FRONT. 20' 30, S=0.02 , TVVV S=0.02 S=0,01 PEASTONE vvvv SIDEIREAR: 10, 15' S=0.005 24' 30.00 1­ 00 kn MIN. 36�4 1 112 U91 29.67 1401H 29.42 29.32 VVVV The Lot Lies Witliin The Well Protection Overlay District The Lot Lies Widiin A D.E.P. Approved Zoneff Aquifer Protection District 10' MIN. INLET TEE' INLE r TEE 28.90 10" 7E WASHED NE 0� Z 14- 29.07, Provide, (3) 3W x 481 x 2D Leoching Trench 3' 1 3' 1 3, 1 3, 1 31 DESIGN CRTTEM \-28.65 Q 01:: 24.� 28.73 Locus �;:Z) 8.59 S 'PAM M,k E CROSS SECTION 22 THE LEACHING SYSTEM SHOWN ON THIS PLAN HAS BEEN DESIGNED Q: NOT TO SCALE num MODEL A100.12.201, Q_Q� IN ACCORDANCE WITH THE MASSACHUSETTS STATE ENVIRONMENTAL 2ABEL 6.59 WIrEE & PIPE SUPPORT LEG OUTLET D-BOX, PROFHE CODE - 310 CMR 15.00 - TITLE 5 AND LOCAL BOARD OF HEALTH a A DDTIONAL 1000 GALLON SEPTIC NOT TO SCALE. 00 kr\ 00 EXISTING 4500 GALLON SEPTIC 6 CRUSHED STONE m ENCOUNTERED TO 20.7 IN TP 201 LOCUS MAP RULES AND REGULATION WITH EXCEPTIONS, IF ANY, APPROVED BY TANK WITI-1 THREE C?VERS ct I a t TANK WITH THREE COVERS THE PERMIT GRANTING AUTHORITY. Cn �cz 00 j FLOW COAVUTATIONS .2 .1. BUILDING USE. Residential 6-j 2. NO. OF BEDROOMS: 7 0c) 3- DESIGN NO. OF PEOPLE. 14 LC Plan 4. DESIGN FLOW: 770 L? 770 15055G 5. TOTAL DAILY FLOW. r 6. GARBAGE GRINDER: NO 21? SEPTIC TANK CAPACITY 'fo 17 200% DAILY DESIGN FLOW N rx V , I/000LOT 18 2 x 770 GPD = 1 ,540 GALLONS A No PARCEL NO. 87 SE UIT RD USE EXISTING 1500 .GALLON SEPTIC TANK & ADD 1000 NIF 85 SWUIT RD GAL. SEPTIC TANK WITH ZABEL FILTER 118-119-000 1�14& SusAN NIF SOIL ABSORPTION SYSTEM NO. 1 0 LA RENCE M & PAULINE A GORDON I" �4 (Z� CERT..NO. 191552 N U "It 1. DESIGN PERCOLATION RATE. < 2 Min/In. jj ;,z 'el-100, 2. SOIL CLASS: I PAD UNDERGROUND '010� 3. LONG TERM ACCEPTANCE RATE (LTAR): 0.74 OF ELECTRIC b FOR LOCAL CODE. 1,040 Sq.Ft. UnUTY MRTW SEROCE 4. TOTAL AREA REQUIRED BMW OF FVV_ . 5. TOTAL AREA REQUIRED - TITLE 5: 1,040 Sq.Ft DOC. NO. 31389 LOT 11 sorg;oq LEACHING SYSTEM USED: Three Leaching Trenches rry S1 4' 109 PAVO ACCFISS W Lyffa rboo 48' Long X 3' Wide X 2' Deep 0 7. TOTAL LEACHING AREA PROPOSED 1,044 Sq.Ft. 70 -S Ab = (3)(48 X 3) = 432 As 612 W W PROPOSM 432 + 612 = 1,044 Sq.Ft. C� G41VSE 8. TOTAL ALLOWABLE FLOW T.O.F.-M.0 LU SMS-31.0 loo, LOCAL 330 gpd. per Acre STATE �440 gpd. per Acre cc* "ol� v (330 X (103,259 / 40000) = 852 GPD Allowable 'WAMR MR --------- PROVIDE INSPEC77ON 1,044 X 0.74 = 772 Gallons per Day Provided Flow VV PORTS (3) WATER LEVEL: None Encountered to Elev. 20.7 in TP 201 LOT'18 0 LOT 14 r PARCEL NO. W, W -121-001 4V 118 PROVIDE (3) 3'W x 481 x 2D SCHEDULE OF ELEVATIONS V 125 SEAPUIT RD ILEACHING TRENCHES PRZT C.B. JACK, G CARTER T.O.F. AL PROPOSED L NIF CERT. NO. 188320 'AL TOP OF FOUNDATION 32.0 LOT 6 BASEMENT FLOOR 24.0 _j __P.ARCEL NO. GARAGE FLOOR 31.0 18-121-002 r FLOWS: INVERT AT FOUNDATION 30.00 z < -9L 10.3,259-1- SQ.JF 1005 2.37± AC 'K GA" . SEFIT' ��IT RD- 00 % IF OUTLET 29.42 JOHN & CHRISTINE M CERT. NO. 19 1000 GAL. SEPTIC TANK -INLET 29.32 OUTLET 29.07 7 OUTLET D-BOX - INLET 28.90 OUTL OUTLET 28.73 PROVIDE DIST. BOX PIPE INV. BEG. OF SYSTEM 28.65 END OF SYSTEM 28.59 ADDL 1000 GALLON WITH 00 AL BOTTOM OF TRENCH 26.59 SEP77C TANK EXIST 1500 GALLON ?10 2ABEL FILTER 29.3 SEPTIC TAW BREAKOUT gn 7 TP 20 T . ZABEL FILTER ro Ool� Wter Level: None Encountered AAr' 10 </ Scale 1 40' �O jod' AL CONSTRUCTION NOTES 0 20 40 80 120 160 00 1. ,CONSTRUCT SEWAGE SYSTEM AS DESIGNED IN ACCORDANCE WITH THE STATE ENVIRONMENTAL CODE - TITLE 5 AND THE RULES AND REGULATIONS OF THE LOCAL BOARD OF HEALTH. Haybale Detail N.T.S. 2. THE SEPTIC TANK SHALL BE PROVIDED WITH PROPER INLET AND OUTLET TEES. THE INLET TEE SHALL EXTEND A MINIMUM OF 10 C;onSftUWon Aofii* to* '3 BELOW THE OUTLET FLOWLINE. THE OUTLET TEE SHALL Siltefion Fem NCHE, CONSIST OF A ZABEL FILTER MODEL A 1 0Ox 12x2O OR APPROVED EQUAL. flwbales Slope StakedIn A=_ Phwe 00 3. PROPOSED GRADING SHALL NOT CREATE A NUISANCE OR Toe In 6" ADDITIO NAL FLOW ONTO THE STREET OR ABUTTING PROPERTIES. Depth Leachin Trench Detail 4. PROVIDE INSPECTION PORT WITH SCREW-OFF CAP TO WITHIN -IES OF FINISHED GRADE 6 INO Cap F�d of Pipes, 48 5. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNE77C MARKING TAPE OR A COMPARABLE MEANS IN ORDER ,TO, Test Hole Lo GEIVERAL NOTES 3 LOCATE THEM ONCE BURIED. Test Holes Dug On Aphil 010 6 3 b'.0 C�"t3 Logged By William J. McGovem,L.S., S.E. 1.THE LOT IS LOCATED IN FLOOD ZONE C, A 13 (El .12, All (El. 11) AS SHOWN ON F.I.R.M. MAP 250001-0018D DATED INSPECTIONNOTES Witnessed By David W. Stanton R.S. Y Reserve L _j REVISED July 2, 1992 TP-2031 (33.1) IT IS THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO, L-Lo- I � I TP-204 (327) 48 NOTIFY THE LOCAL BOARD OF HEALTH AND THE DESIGN B 2 ENGINEER TO CONDUCT THE FOLLOWING CONSTRUCTION 9 9: - R I I . THERE ARE NO SURFACE WATER SUPPLY OR , GRAVEL PACKED. q TP-202 � B and 3 7 Outlet D-Box WELLS WITHIN 400', NO TUBULAR PUBLIC WELLS WITHIN 250' Va TP-201 (30.7) anic- 0.9 24" C I Sand (31.1) 1 L INSPECTIONS: n 9 28'- 0.3) AND, NO PRIVATE POTABLE WELLS WITHIN 150' OF THE 9 �2390_'93, B Sand cl Sand co B Sand 3 . ' = 'Q 26' - PROPOSED SANITARY SEWAGE DISPOSAL SYSTEM. 1. EXCAVATION AND BOTTOM OF SYSTEM PRIOR TO SYSTEM -(29-0) C I SaWd INSTALLATION. 26" Sand (28.5) 3 Reserve C1 40" L _j 3. EXCEPT AS NOTED. ON PLAN ABUTTER SEWAGE DISPOSAL 40* Perc Rate Perc Ro P.T. < 2,Afinlin. 3 SYSTEMS COULD ,NOT .BF.=CATED. 2. SYSTEM COMPONENTS INCLUDING INVERT ELEVATIONS PR/,Q=O , < 2446 n. 5811 48 BACK FILLING SYSTEM. 582 OR LANDSCAPING 3 4. CHANGES TO EFFLUENT FLOW, GRADING EITHER ON-SITE OR ADJACENT TO THE SITE OR FAILING TO 3. FINAL GRADING. 3 PROPERLY INSPECT OR PUMP THE SEPTIC TANK MAY EFFECT 120'1 No Water Encountered 120*1 No Water -�22.7) THE PROPER FUNCTIONING OF THE LEACHING SYSTEM. Encountered Y F Reserve Note:No Variances From The Town OfBamstable Board OfHealth 120 1 No Water J(21.2) Rules And Regulations And State Code Title 5 Are Requested 12,20, No Water -J(20.7) Encountered 5. THE OWNER SHALL INSPECT AND PUMP THE SEPTIC TANK Encountered ANNUALLY. Job No. 7648. V ,-vvv, V g'V�VV'VVVVVV_VV"" IFIFIFIry VVVV'r 29-67ff ASSTONEIV IF Ir V 17171WIF VVIFIFIF vvvvlw IF IV V IF =MIN I 28' 2 _7 rill/ 7 Note Contractor to bid and work from plans Approved by the Board ofHealth only. Job No. 7648