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0044 SEAPUIT ROAD - Health
SEAPUIT ROAb, STERVILLE A=118-135 LOT 1/12-- t; s e i D : l No. __ _.� Fee THE COMMONWEALTH O SACHUSETTS EA:tered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Zipplication for 33i5pogal *pgtem Con!Aruction Permit Application for a Permit to Construct( )Repair Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. �,1_ Owner's Name,Address and Tel.No. rl� +4n Uo tx 12c1 ,`J i '., 0 Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. ej ,1 l I,l f t- G©�SuC. 1Q "p' �C3VCt toS PO.80X 4v2.�re5 ft • 00 > Type of Building: .�® '$��•�g 9 Dwelling No.of Bedrooms�_ Lot Size sq.ft. Garbage Grinder Nc$ 6_ksl'�Other Type of Building No. of Persons Showers( ) Cafeteria'( ) Other Fixtures Design Flow -I ® gallons per day. Calculated daily flow 1540 gallons. Plan Date b s I Z000 Number of sheets Revision Date Title ° e Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance ofthe 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 Certifi- cate of Compliance has been'psued by this Board of Health. ooSigne Date - Application Approved by Date QO Application Disapproved lVthe following reasons Permit No. Date Issued { TOWN OF BARNSTABLE LOCATION /y2 Se�A 42�� Rr/ SEWAGE # V VILLAGE CJ JJ ASSESSOR'S MAP & LOT 1 INSTALLER'S NAME&PHONE NO. T ce�,[} SEPTIC TANK CAPACITY ® i� 420 ere LEACHING FACILITY: (type) s�1/ `fc�f�k..4size) 3 NO.OF BEDROOMS BUILDER OR OWNER PERMTI'DATE: COMPLIANCE DATE: 00 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 leachingfacility) Feet Furnished by ; G- a o Q 01JI $ �.SZ'- Z S2-• L oZ- 9 i s ' r x 0 P 7 -I18�15 C .�. . OWN OF BARNSTABLE LOCATION 1y2 5��9/J�," �4® SEWAGE # VILLAGE GSAr , ,'&e ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. c$li,4 Q'C r ) Sr 3-y P 79 SEPTIC TANK CAPACITY ® /A/- /Soo orr,//. LEACHING FACILITY: (type) r1 Se& 5-22 �/ cc�f�..lsize 2 x /� x s/• NO.OF BEDROOMS BUILDER OR OWNER PERMTTDATE: U'.®� COMPLIANCE DATE: 00 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Privite 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 leaching facility) Feet Furnished by t G' 3—,2;- J -3 3 z pool y-�o ' y -S3 " O d 0 D` F -..._ 1V0. Fee THE COMMONWEALTH OF ASSACHUSETTS ---Mitered in computer: Ye PUBIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 0(pplication for DiopoZal *p0tem Conotruction 3permit Application for Permit to Construct( )Repair(X Upgrade( )Abandon( ) El Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. Nse4U lob \4Z Se .�t.:C YUtIt j1d HC.grcU-10 Assessor's Map/Parcel InnstallleTer's��N]jame,Address,and Tel.No. 01 Designer's Name,Address and Tel.No. K J: 1"IJ I U.C�I.. O rS1 `J�.�11 VQ_y1 �.aox { f{ i1C� 1/1C_ �'4 80X !02 - ores G� ulU 0210jia.. Type of Building: 50' 5 • g 33•fig Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder(llc._ 60-210ther Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow '� Q gallons per day. Calculated daily flow O gallons. Plan Date 3 1 Z000 Number of sheets Revision Date Title 3 Size of Septic Tank Type of S.A.S. l Description of Soil S-C�- QLCL U 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 Certifi- cate of Compliance has been g' ued by this Board of Health. Signe a Date Application Approved by /j Date 00 vv Application Disapproved the following reasons - •- 4 t Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CE I q, at/the On-site Sewa_eDisposal System Constructed( )Repaired( )Upgraded( ) Abandoned( )byV C, f�( _ e n constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. /90 dated Installer Designer The issuance of this permit shall n t be ti�ttruued as a guarantee that the syst r'i�`will,function as des=fined. ° ') Date V Inspector i4�/! n 1 U. No. � ���------------------------Fee ./ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS r )ntgpogar *pgtem Constr ction 3permit Permission is hereby granted to -onstru�ct/( )Repair( )U rade )Abando System located at t ,� �-t' �' Ou r 1 r and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Constructio must bf`completed within three years of the date oft "s permi"te Date: ! t �/0 Approved by t /� U f TOWN OF.BARNSTABLE LOCAT10N '42 �� SEWAGE # 00✓ VILLAGE ASSESSOR'S MAP& LOT INSTALLER'S NAME&PHONE NO.21 ;dV 1_4eAy A- )s6 j) Y33-Yk9'z SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) NO.OF BEDROOMS Fg BUILDER OR OWNE S A Z(111�4 ;5d'It PERMUDATE: 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 leaching facility) Feet Furnished by Li M 0--Q 3 Z 44 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZippYication for Mi5pooal *pgtem Conztrurtiou Permit Application for a Permit to Construct( K)Repair( )Upgrade( )Abandon( ) O Complete System ❑Individual Components Location Address or Lot No. Lo T 14 Z. S C-PR0 tT ecoA Owner's Name,Address and Tel.No. Assessor's Map/Parcel 119 1 3; G E O K u ea. (F—v Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 4z-b—334.4 Type of Building: _ Dwelling No.of Bedrooms 5 Lot Size 1 g sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 5 S0 gallons per day. Calculated daily flow gallons. Plan Date t'EPA 3; 2 r-r n Number of sheets 1 Revision Date K n 9 t= Title '5 �.,ala- PenecbGQ SE Q-nC_ SYs,EM t-o, q 2 S 1EA 90 L-r e42 Size of Septic Tank 107_1��p0 Type of S.A.S. 12x4L� A Description of Soil 1;'-&' U: L aA f- PtiXTTGe-j?I a E E N, E©LE5 p"- 1 c A : c oA cesg SA,UO Gil t019_6718 W'--Z0" 9: COAeSt- 5A,#,X J 10` <K ?ZG Z'd"-- iW" C: C.oA gSa 5A ps%Q S[5M1; Cn<A. s=_L_ 10`iR -7/4 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 f the Enviro tal C e and not to place the system i operation until a Certifi- cate of Compliance has been iss i d of al a Signed Z Date Application Approved by Date Application Disapproved f e following reason Permit No. Date Issued l TOWN OFJBARNSTABLE- ' LOCATION� �p� 71 � .4 f�D SEWAGE # ' VILLAGE e-e-v t C L z ASSESSOR'S MAP & LOT ✓ INSTALLERS NAME&PHONE NO. '�,T ate'14ae,6, &}.4 ) SEPTIC TANK CAPACITY _/SIJO C,,4/ LEACHING FACILITY: (type) (size) NO. OF BEDROOMS BUILDER OR OWNE �t�vt A �rf✓/ PERMITDATE: COMPLIANCE DATE: �� Separation Distance Between the: j 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) Edge of Wetland and Leaching Facility(If any wetlands exist Feet i within 300 feet of leaching facility) Feet Furnished by yeti;�:` c �"�'� �1 �1• "�$ i • �,r E I s IVo= _ ---•, -. Fee (`C3 OU rT THE COMMONWEALTH OF M49�ACHUSETTS Entered in computer: ° Yes PUBLIC HEALTH DIVISION = TOWN OF BARNSTABLES MASSACHUSETTS 0(ppfication for Mi.5potal-6pgtem Construction Perntit.. _ Application for a Permit to Construct( Repair( )Upgrade( )Abandon( ) El Complete System El Individual Components Location Address or Lot No. Co-r w Z, i—\ V_x,.>Pj Owner's Name,Address and Tel.No. '\3r�lVI7 NIL Assessor's Map/Parcel \`$/ , C n K 2 l?D Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 4Z-b-3344 Type of Building: _ ✓ Dwelling___ No.of Bedrooms 5 Lot Size 9� \W sq. ft. Garbage Grinder Other' Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 5 5C) t gallons per day. Calculated daily flow S 5 gallons. Plan Date r Crb 3, 2L-YYJ11 Number of sheets 1 Revision Date oL\ y Title 51 n7-- 1-3i.AnN '32_0,PP E-Q Sc;-1 iiC_ -zi1(1,7EM L( Z \y?_ SE:4�,00 iT C_t7 Size of Septic Tank Type of S.A.S. A Description of Soil 3 - y% L=F1 C- M A T�E�)�1 ti F_ N\C ED(_t5 l>- 1(� f'� : C OA SADD 5oME tz A"jl- 1crfIZ,5/p, C-DA,�ZSG .Sasri�2 1C)Y 6:,l(3 ature of Repairs or Alterations(Answer when applicable) Date last inspected: 1 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 of the Environ ntal C e and not to place the system i operation until a Certifi- cate of Compliance has been iss b t i 'ard of eal- . Signed MM Date 001 Application Approved by /i Date Application Disapproved a following reason Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO C TI t,th O i Sevy a Disposal System Constructed Repaired( )Upgraded( ) Ab d e�c�� ),J� at Ea -)i 'i�r?_V 1 L L has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No dated Installer Designer The issuance of 's e 11 not lle construed as a guarantee that th s st it u io as igne Date O(J Inspector ) NO. Fee -----------------------Fee- `r_ t THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Migoga[ *pgtem Construction Permit r Permission is herebyranted to Construct Repair(. p. g (x ) p ( ).Upgrade( )Abandon( ) System located at Y_\7 0S ��2V i t✓ i and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to ' comply with Title 5 and the following local provisions or special conditions. Trovided:Construction must be completed within three years of the date of this permit. f Date: Y Approved by Apr-26-00 09:03 BARNSTABLE- HEALTH DEPT 5087906304 P_02 `7 becOoorn NO VANANLL- DATE: �� d f BARN SI'A fAA - KAM RSC. BY -Town of Barnstable SCHED. .DATE: Board of Health 367 Main Street, Hyannis MA 02601; Office: 508-862-4644 Susan G.Rask,R.S. FAX 508.790.6304 F ?` Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION \ A p Property Address: 01 ��a�f er U t 0!zd CACXV t��C Assessor's Map and Parcel Number:. 135 Size of Lot:_3 H &W5 Wetlands Within 300 Ft. 'Yes Business Name: ' No ✓ Subdivision Name: APPLICANT'S NAME: bwA Mclo Rtw Phone r Did the owner of the property authorize you to represent him or her? Yes No y PROPERTY OWNER'S NAME CONTACT PERSON Name:1bC,VZCj MC6Mit.3 . Name:JU��`�Vcxl� �llctii�4�t'tn\a Address: OXr1er RMA Cff efVttle -M►*Address: ]D BOX (n5j C5&V\JAMQ 1 Mh C (pSs Phone: Phone. 50�-ya VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) Checklist(to be completed by ofce stq(f-person receiving variance request application) Four(4)copies of engineered plan submitted(e.g.septic system plans) _ Four(4)copies of Boor plan submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting L date at applicant's expense(for Title V.and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) Variance request application fee collected tno fee forlueguva mmincfwf lenewals.gn.K"IF,Mince reh"Al.[5pm•`Kneuef nnyt�.d• dining vuieace rencwa6 IsmowmmAcasea Wyl,Ind rarianwe to repair failed sewage dispoxl sysscros lunly iruo capnsion toJhe building proposcdl) . Variance request submitted at least`15 days prior to meeting date VARIANCE APPROVED Susan 0. Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. RLASONTOR DISAPPROVAL Ralph A. Murphy,M.D. Q:/WP/VARLREQ /// �. V � `J e� b N _ _ Apr-26-00 09:03 BARNSTABLE HEALTH-DEPT 5087906304 P.02 7 be4foorrn cetoe5V NO VA&jA/VLt= DATE: F'EE: � 9ARN8lA0IB, i ' ' KAM s639 �� REC.. BY Town of Barnstable SCREDc DATE: Board of Health 367 Main Street, Hyannis MA 02601 Office: 508-862-4644 - Susnn G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.Ff. Ralph A.Murphy,M.D. _ VARIANCE REQUEST FORM LOCATION Property Address:(01 � ejpu N kYA AC,5 Assessor's Map and Parcel Number: J)8 + �35 Size of Lot:3,y &V\C-S Wetlands Within 300 Ft Yes Business Name: ' No ✓ Subdivision Name:, APPLICANT'S NAME: bu., l MC_(0t t6_3 Phone ` Did the owner of the property authorize you to represent him or her? Yes No a PROPERTY OWNER'S NAME CONTACT PERSON Name:bC,,yia 1Ae_(V A.w. Narne:L1lVcxt\ cmil`eye+ ►na , Z c,- Address: A\ OX1(1f r RmA CQn�YrV,&_ M 1 Address: T BOX (gS2 QQ�t-VJVR 1 MR M(rSS Phone: _ Phone: 5(A_1gA'1314'-j VARIANCE FROM REGULATION(List ReBJ REASON FOR VARIANCE(May attach if more space needed) Checktist(to be completed by ofice staff-person receiving variance request app.rcation) Four(4)copies of engineered plan submitted(e.g.septic system plans) , Four(4)copies of floor plan submitted(e.g.house plans or restaurant kitchen'plans) Signed letter stating that the property owner authorized you to represent him/lrer for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only)` Variance request application fee eollec tno fee for hregumdmodineationm4wals.sre.K trap MOM Mmsh[$AM$A n"Ic""mytouud• %&am to repair railed sewage d6poaal syslema[unly irr.o expansion to the building proposedl) dining variana renewals[same ownerlleuee only[. ru - __ Variance request subipitted 0,11east 15 days prior to meeting date VARIANCE APPROVED Susan 0. Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman, M.&P.H. REASON FOR DISAPPROVAL Ralph A. Murphy,M.D. Q:/WP/VARIREQ w Town of Barnstable P# Department of Health,Safety,and Environmental Services �Im Public Health Division Date q/-20/1717 367 Main Street,Hyannis MA 02601 BAIMSTABIA b&Date Scheduled OoPam" ''9 Eo ran+ 1 Time R '00/9) Fee Pd. 00•D O Soil Suitability.Assessment for Sewage Disposal Performed By:V LLJ1),V0"n Y7v//7�e/J/XJ he Witnessed By:, ✓ A ME) } LOCATION,& GENERAL INFORMATION Location Address .6 o r /ya o� aru.if, Rd . Owner's Name $jQ��'JLt�i� �r7C. . 0sferv,')lr, mA 00?66-6- P v a0-1 07000 Address ,BrooKsv�%Ie, yn�9 Qlflo/7 Assessor's.Map/Parcel: loQree] Engineer's Name P)dQ�t1/�t NEW CONSTRUCTION REPAIR Telephone# oj'`- -W—33 Land Use CS l PE L.a TN A LC Slopes(%) `J/k 0 Va Surface Stones NO u E Distances from: Open Water Body 140K31i ft Possible Wet Area I1ot,.1Eft Drinking Water Well W/A ft l�Drainage Way O�CJ►J � ft Property Line i�5 ft Other ft 1 SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) �90 � 3.40AC.i 4. 4,175 r134 _ 824 S619paiT 17L r7` _ �s4 110A0 L Parent material(geologic) Dy r�1�5lA Depth to Bedrock J �L Depth to Groundwater: Standing Water in Hole: 0OT&_V_e,3,U ping from Pit Face Q01--1 Estimated Seasonal High Groundwater E L `r, 2p F--- __ ,� � � � �v r✓ DE;TItMINATION FUR SEASONAI.I IU WA'TEIZ ABIr Method Used Zvo (�L +1vL Depth Observed standing in obs.hole: Up� in. Depth to soil mottles.. in. Depth to weeping from side of obs.hole: 1� A in. Groundwater Adjustment ft. Index Well#_.__. . .Reading Date:._. Index Well level, Adj.factor Adj.Groundwater Level PER CQLATION'E.: . na Dr Observation 2' Hole# Time at 9" Depth of Perc 3(lq Time at 6" Start Pre-soak Time @ q✓, 117 A Ti 9"-6, End Pre-soak ✓ . 19 •30 2S'6kkL Rate Min./Inch G a k G55h7 Zvuc�Q �v>x cl Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) 1.11 p Original: Public Health Division Observation Hole Data To Be Completed on Back j Copy: Applicant iL DEEP OBSERVATION HOLE LOO Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistenc °o ravel V, tiS E 1,1 P(-i:S t >— 1 O A So,nn c VL'� w 1-6 6/4 ic>- Z$" Co mess �Pw ,o toY 6 roc��s PEAL t�L 1c 1 I A 2�5r I4rJ D �o`l 7 Zo— 2D REEF OBSERVATION HOLE LOG Hole#`> Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,%Gravel Q Coxs-rZac ��p toY Sl9 CIO ��eoe?iS r i 66O�a w� l2" 2 toy!12 ( A Pc 25 EQ t 81 L-L Q/ 5C� 7` l ti 1 U .a DEEP'OBSERVATION'HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,%Gravel s SE...RVATIONHOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Surface(in.) USDA Other (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistenc %Gravel I Flood Insurance Rate Map: Above 500 year flood boundary Ne Within 500 year boundary No ;4\ Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring 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? yS If not,what is the depth of naturally occurring pervious material? Certification I certify that on AP121 L9S" (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 ' in ,experti a an a erience described in 310 CMR 15.017. Signature `f E D � Date ` � � l 99 '� dr ABBREVIATIONS: SYMBOLS.LEGEND: GENERAL NOTES:. ZONING INFORMATION: AT _ L.V.L. - LAMINATED VENEER LUMBER W WEST ' C. CENTERLINE -LAM LAMINATE/LAMINATED WRC. WESTERN RED CEDAR 1. GRID LINE,!. V AXIS 1. CODES:ALL WORK SHALL CONFORM TO THE MASSACHUSETTS STATE BUILDING CODE,. PROJECT ADDRESS: - PL• PROPERTY LINE - LAV .LAVATORY W.C. WATER CLOSET • _ 8TH EDITION. - P SEAPUIT ROAD 0 DIAMETER L.F. LINEAL FEET WD WOOD .y y - - 0 POUND OR NUMBER LOC LOCATION W.F. WIDE FLANGE - - X AXIS - 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS.USE CALCULATED DIMENSIONS ONLY. OSTERVILLE,MA 0265$ NOTIFY THE.ARCHITECT IMMEDIATELY IF ANVCONFLICT EXISTS. ' (EI EXISTING LP. LOW POINT W.M. WATER HEATER a ,.. - (N) NEW - LT- LIGHT W/O. WITHOUT - - 3, CONTRACTOR,SHALL VERIFY'ALL CONDITIONS PRIOR TO INITIATING THE WORK NOTIFY - JURSIDICTION: - - WIN WINDOW - ' .BEDROOM" - 2. ROOM REFERENCE• ---r— ROOM NAME THE ARCHITECT OF ANY DISCREPANCIES: - OSTERVILLE,MA 026$$ ASV .ABOVE - - MAS MASONRY WATERPROOF _;-701- ROOM NUMBER - - ACC ACCESS MAX MAXIMUM WR WATER RESISTANT HARDWOOD 4. .VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT.PROVIDE ALL.BUCK-OUT• ASSESSOR'S MAP PARCEL NUMBERS: ACOUS ACOUSTICAL _ M:B. -MACHINE BOLT WT WEIGHT : BLOCKING,BACKING,AND JACKS REQUIRED FOR INSTALLATION. - I -- ir' .. - A.D.' AREA DRAIN .M.C. MEDICINE CABINET. . ^• .. _.a• - .. .. - - REFER TO SITE PLAN PREPARED BY SULLIVAN ENGINEERING �� I ,�`/+ ADJ: ADJUSTABLE - MDF. MEDIUM DENSITY FIBERBOARD .3. `DOOR REFERENCE. 101 r S. �VERIFYLOCATION OF ALL EXISTING UTILITIES AND SLEEVING:CAP;MARK:AND PROTECT „�/ Y TOC ETM p '^ DOOR NUMBER NECESSAR OMPIET EWORK;PROVIDE AS-BUILT LAN OF ALL UTILITY,. .LAND-USE ZONE: A.F.F. ABOVE FINISHED FLOOR' '- MDF. MEDIUM DENSITY OVERLAY - .y - '. • - [ LOCATIONS., - - - - .. A.I.B. AIR INFILTRATION BARRIER MECM MECHANICAL - ':. - `. O •' - -• - PREPARED BY SULLIVAN ENGINEERING .. ! _ - ALT ALTERNATE_ MLAM MICROLAM ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. ' .. rM REFER SITE PLAN - ALUM, ALUMINUM 'MEMO. MEMBRANE '' ZONING SUMMARY APPROX APPROXIMATE MTL -METAL' - 4.,.WINDOW/SKYLIGHT REFERENCE. A REFERENCE WINDOW SCHEDULE 7. SERVICE WATER PIPES IN UNHEATED SPACES TO BE INSULATED. .. REFER TO SITE PLAN PREPARED BY SULLIVAN ENGINEERING ., ARCM' ARCHITECTURAL -MFR MANUFACTURER O - '- - MIN. MINIMUM - - 8. PROVIDE FIREBLOCIUNG AT.ALL LOCATIONS REQUIRED BY THE - .. .. BD . BOARD - -' MISC .MISCELLANEOUS - - MASSACHUSETTS STATE BUILDING CODE. - . -BLDG' BUILDING - .MTO. .MOUNTED .. .-_ .. .. -• - - 9..PROVIDE RTTSTOPPING AT ALL LOCATIONS REQUIRED BY THE. BLOCKING, -MAT-.. :MATERIAL - SCODE. - - - - BM BEAM � MUL MULLION .. - � - � � '- "7 � —DRAWING NUMBER•� MA USE S STATE BUILDING ' .. . B.O. BOTTOM OF - - - - '5. EXTERIOR ELEVATION - - - ` - - - //''�� AREA: � /� - A701. ° SHEET NUMBER .10. MOUNTALLDOORHARDWAREHANDSETSAT38'TOCENTERLINEUNLESS. -GROSS BUILDING ADDITION A'RE/"A.- BOT BOTTOM N NORTH - - : OTHERWISE NOTED.VERIFY W/ARCHITECT. . NIA NOTAPPLICABLE - + .. .. .. . CAB CABINET N.I.C. -NOT IN.CONTRACT= - .. - - 11. USE CAST IRON WASTE LINES FOR ALL PLUMBING IN CEILINGS AND WALLS:' - - ADDITION:' '. C.B. CATCH BASIN .. NO- NUMBER - - _. - - .. •.. - .. .. . CEM CEMENT - - - _ .NAT - .NATURAL - - - - - - _ NOT . 12.'ALL INSULATION MATERIALS SHALL HAVE FLAME-SPREAD RATING NOT TO EXCEED 2SAND A BASEMENT: '74d SF f2 CER. CERAMIC -.. •. - H .. FIRST FLOOR:. '624 SF .. C.I.P. CAST-IN-PLACE CA OVERALL .. : -.. - - 7 - 1 .120 SF. .. .. _ SMOKE-0EVELOPED RATING TO EXCEED 450.PER MASSAC USETTS STATE BUILDING CODE. -� -DRAWING NUMBER - COVERED PORCH: S. BUILDING SECTION _ 3:CLEAR DEBRIS FROM ALL VENTILATION DRILL MOLES AND NOTCHES. G.J. CONTROL JOINT � �� 'O.C.� ON CENTER .- - �� � _ - - - .. .. .. - SHEET NUMBER � e • - - � C ADDITION: 1,488SF- is .. - CLG CEILING. - - O.DIA- OUTSIDE DIAMETER -' -- - 14.=THE CONTRACTOR IS REQUIRED TO COORDINATE BETWEEN THE TRADES THE SEQUENCE - - CLKO CAULKING -Q.D. OVERFLOW DRAIN - - - - - OF CONSTRUCTION AND THE REQUIRED REVIEWAND APPROVALS FOR THE HOUSE - - - - " CLO CLOSET, .- OFF-- OFFICE - - - O BE CERTIFIED AS ENERGY STAR COMPLIANT. s. . CUR CLEAR .. .. - •OH .OVERHEAD' '_. $ .. • C.M.U. CONCRETE MASONRY UNIT.• OPNG _.OPENING. '7. DETAIL R FER NC - TI R - DRAWING NUMBER. .. CNTR. COUNTER .i .OPP OPPOSITE: ? .. E(SE O 1.. .. .. w E E C : . COL. COLUMN - '" OP:HD. OPPOSITE HAND'' "- +' „� .SHEET NUMBER CONC. CONCRETE .. .. .. - ` .CONN.' CONNECTION: �PERF - PERFORATED. - .. . • - .. CONT.' CONTINUOUS - PERP: PERPENDICULAR.. .. .. .. .. .. .. n .. . CORK' CORRIDOR - LPL .. 'PLATE .. .. C.T. CERAMIC TILE _ PLAM -PLASTIC LAMINATE ' 'S. DETAIL REFERENCE(PLAN)- DRAWING NUMBER - VICINITY.MAPS: ` BUILDING CODE-INFORMATION: CPT CARPET/CARPETED .PLAS' PLASTER . ,. CTR CENTER .. .PWD PLYWOOD SHEET NUMBER •+ PNL .PANEL .. t DBL DOUBLE- :PR' PAIR •. ... - .. '. _ - . - _ - + .. -APPROXIMATE AT F ITEDITION, - - ,- L .. .. MASSADCHUSETTTSDSTATE'BUILDING CODE,8TH a -, - DEMO DEMOLITION. PRCST PRE-CAST.. - - - E LOCATION S E " OTL, DETAIL PT:. -. POINT.-- .. - .. .. DIA DIAMETER .- 'PTO PAINTED ENERGY CODE .� DIM DIMENSION PTN PARTITION- .. .. .. - 2D121ECC .. .. .. - .. - DN DOWN, R 'RISER i' - ._ .. .. . D.O., DOOR OPENING, - .. .. _ 9. ELEVATION/DATUM REFERENCE ' lar SUBFL 'ELOCATION DR i DOOR � ... - ., R.A RETURN AIR .. .. - .. -.. .. - - - - T OOR• Y .. DW DISHWASHER _ RAO RADIUS .. - - - - E ,. - - - _ • - . DWG DRAWING ._ • R:B.' RUBBER BASE ....R.D.. - ROOF DRAIN .:. .' - '_. ' ..- - _ � 1a DRIVING NUMBER .. - PROJECT DIRECTORY: E - EAST - "RET RETAINING` - - 70. INTERIOR ELEVATION REFERENCE• i.701't - - - - - • - OWNERS. ",ARCHITECT: i - EA - EACH - - - .. 'REF REFERENCE '- SHEET NUMBER, .' EL. ELEVATION - �' f "' •' - � - t - - - DAVID6MELISSA MCGRAW - HUTKER ARCHITECTS REFR REFRIGERATOR - - - _ - .: .. ELEC ELECTRICAL - - - .. - - . . 'REINF REINFORCED '. - .•' - - .. .. .. 4SSEAP 2/7 CLIu .. .. ENCL- - ENCLOSURES - .REM-' REMAINDER •' - - - - ,- - PMONEVILLE .. PHONE:TH 508.540.0048. - F ., -. .. T RMA 02855 MA 02540.. ED EQUAL - .. - REQD REQUIRED. - - - -. ..FAX. FAX:.. .. +508.S40.4OD4 •--- .EQUIP, EQUIPMENT' ., .REV REVISION I REVISIONS/REVISED, - - - _ - - - .. - '" - AMANDA SAWYER - .. e _ .6. .. - EST ESTIMATE - ..-REV - REGISTER - - .. y .. .. r.. - .. CONTACT: CONTACT: MOST RECENT REVISION SHOWN. EXIST EXISTING - - .. R.H. RIGHT HAND. I.I. REVISION REFERENCE.; v O7 SYMBOL REMAINS FOR I - _ U - .CLOUDED: • '' .EXP EXPANDED/EXPANSION. - .. RM � 'ROOM-� :.. ..' r .. - -�.; ...- _ _ - " -EXPO EXPOSED/EXPoSURE T - • '" '. - - -,,,, PREVIOUS REVISIONS.REFER TO - _ '• .. .T11TRN TURNING MILL CONSULTANTS.INC. Z - ' R.O. ROUGH ' -- - - EXT EXTERIOR- - .• "ti - I, REVISION DATES INDICATED + BB TUPPER RD;UNIT 3/PO BOX 1159 - - W ro / R.V.P... RADON VENT PIPE !^ .-. _ -k t ... .. y.' ALONG RIGHT MARGIN:- - . �I. .- - .ON , -+CONTRACTOR .; _ R.WL., .RAIN WATER LEADER a.. - `PHONE:• - . F.D. FLOOR DRAIN. .. ., ' ^. .,. .. _ - ' PHONE: 5082212880H '.Q T r" ..-. ' • . .FAX:* OQ' a. F.E.. , FIRE EXTINGUISHER . ' S. .SOUTH-.. "' r - : CONTACT: K m MA .. F.F. FINISH FLOOR .,,,.. S.A:F. SELF-ADHERED FLASHING FIF FINISH TO FINISH a',.' .. 72. NORTH ARROW •'� :' INDICATES NORTH. . _ -A - 1=W. _ S.A.M. SELF-ADHERED MEMBRANE - _ - , ,. _ ,- ]J • FIN FINISH S:Q.;.. SOLID CORE �' � - ---.• � .- "� - - - -' '-FDN FOUNDATION. � • .'S.D. - SMOKE DETECTOR - � •.: ':., .. ,. 'C VIN NINN ER � .. a .. SULLIVANE G EERING•. .. .. `•' FIASM FLASHING - � ..SCHED. SCHEDULE '- -a, - .." - - 7PAKER RD .d7W - _ • '. SEN•LARS JEN FL FLOOR/FLOORING .• .SECT SECTION.�. �' � � - - -� - � _ _ - -� - � FLUOR. FLUORESCENT.. _. .. ..-�,.. ,. r - -. .. _ _ ♦ .. OSTERVILE.MA02854 y .S.G. SAFELY GLASS .. .. -'- a -. ,- .. .. 'F, .. y • ,PHONE. 50842B. O - ' F.O. FACE OF ..... SH -r .SHELF .. ," .. - - . - • - .. .STRUCTURAL INSULATED PANEL - _ - • - - - • - - CONTACT: �' PETER08SUWV88AN C) - - F.G.Q. FACE S.LP MATERIALS LEGEND: . F.O.I.C. FURNISHED BY OWNER-INSTALLED SI/R f SHOWER - - BY CONTRACTOR :. SHTL 'SHEET .' F.O.M. FACE OF MASONRY .- - - ... -SHT.MTL.SHEET METAL WOOD BLOCKING .-•PLYWOOD' F.O.S.• FACE OF STUDS - - - SHIM - .. SIM _ SHEATHING .. - ._ .. C¢ G F.O.F. FACE OF FINISH- - + - SL -SIMILAR .- �. - FR '- FRAME SL SLAB CONTENTS_. � .. .. ' . _ FRPF - FIREPROOF -S.O.G. SLABONGRADE - ^ -.FINISH WOOD FIELDSTONE, FRPL FIREPLACE SPEC SPECIFICATION - - - ..:" .. FTG FOOTING ., -S.P.F. SPRUCE,PINE,FIR-, • - FT FOOT OR FEET S.F. SQUARE FOOT(FEET) - -- _ _ .. _ . .. _ , F. .. FURR- .FURRING - - 'SQ.IN. SQUARE INCH(ES) / -' - _ .• y.. .. .. .. SIITE.PLAN . FUT- ,. FUTURE - i S.S. ' STAINLESS STEEL .. INSULATION _ — EARTH F:W. FULL WIDTH � .. ., , .. A000 GENERAL - � STA 'STATION .. STD STANDARD _� ARCHITECTURAL DRAWINGS: GA GAUGE STL. .. STEEL ., t ' .. - .. .. - - GALV GALVANIZED '• - �. .. .. O.C. GENERAL CONTRACTOR STOR STORAGE - - .RIGID.INSULATION GRAVEL STRUCT STRUCTURAL - ` :• GL GLASS D100 DEMOLITION'PLAN.. SUSP .SUSPENDED + CLAM GLUE-LAMINATED I SYM SYMMETRICAL :/ - ` - ' GR GRADE - :. - : ,. .' • / 'r. FLOOR PLANS .. . G.W.B. GYPSUMWALLBOARD 'T TREAD. - '' + CEDAR SHINGLES, t ,: ' A200'` ' ELEVATIONS �1f'w' - • .. _ .. CONCRETE i. H.B. HOSE BIB . i.0..- TOWEL BAR t: .�,^.,,. MASONRY UNIT ., .. i. .. A3OO ..SECTIONS Y - .. �.�LI. - .. -T.C. TOP OF CURB - r F,' . *y - W'~H.C. MOLLOWCORE TEL TELEPHONE - - 's W O H.D.O. HIGH DENSITY OVERLAY _ - '" ,t _ - r" • ELEVATIONS S�DETAILS .- TER. TERRAZZO : CONCRETE. '- - .. - A!l00 INT.ELEVATIO _ Z. HDR HEADER DWD HARDVWOOD TSO TONGUE AND GROOVE. _ `' : - - ' •BRICK VENEER -y. „ • _ _ _E100 ELECTRICAL'PLANS&NOTES- = J - HOWE HARDWARE , T.G. TEMPERED GLASS J °• - - .. HEM HEMLOCK THK THICK - - - - - - .. - _ _ .' H.M. MOLLowMErra to. TOP OF" - , STRUCTURAL DRAWINGS'. HORZ HORIZONTAL T.O.S. TOP OF SLAB/TOP OF STEEL STEEL W- .. , LU - H.P. HIGH POINT T.O.W. TOP OF WALL S100 STRUCTURAL NOTES � HR HOUR T.P.H. TOILET PAPER HOLDER ®' - - - - - S200 FOUNDATION PLAN - O W' TYP TYPICALKT HEIGHT NVAC. HEATING/VENTILATING ALUM0IUM .. - -- • S201 - 1ST FLOOR FRAMING PLAN, U . /AIR CONDITIONING U.N.O. UNLESS OTHERWISE NOTED - - - - - - �._ H.W. HOTWATER VCT. VINYL COMPOSITION TILE - S2O2 ROOF FRAMING PLAN I.D. INSIDE DIAMETER VEN VENEER. - - - - .. - - - - S300 SECTIONS&DETAILS IN INCH VERT VERTICAL I�( /��\��. WOOD FRAMING - - INSUL INSULATION VEST .VESTIBULE _ (CONTINUOUS) - INT INTERIOR ! J.B. JUNCTION BOX ... - • - :FIREBRICK - .. J.F. - .. ..JOINT FILLER -� MCGRAWRESIDENCE JT - JOINT - + . -. 5 •.. .. - CO_ NSTRU'CT1ON SET� 0401 .+1: : • .., DEMOLITION LEGEND GENERAL DEMOLITION NOTES m REMOVE ODSTBIc 000R FRAME CASING HARDWARE O AND ANY RELATED ITEMS COMPLETELY.TEMPORARILY 1.GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VISIT THE SITE PRIOR TO SUBMITTING HISIHER PROPOSAL TO BECOME FAMILIAR SUPPORT STRUCTURE AS REQUIRED. - WITH ALL EXISTING FIELD CONDITIONS.AND REPORT ANY DISCREPANCIES TO THE ARCHITECT.COORDINATE ARCHITECTURAL DEMOLITION MURK O REMOVE PORTION OF STUD WALL,AS REQUIRED FORWITH THAT OF THE MECMANICAL,PLUMBING.&ELECTRICAL TRADES AND DRAWINGS. RENOVATION WORK A TEMP.SUPPORT STRUCTURE ABOVE 2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATIONS OF ALL EXISTING UNDERGROUND AND OVERHEAD UTILITIES. REMOVE KITCHEN TILE FLOOR REMOVE&REPLACE O SUBR-OOR AS NEEDED - - 3.COORDINATE WITH OWNER REGARDING ANY ITEMS TO BE SALVAGED. DI REMOVE EXISTING WINDOWS.FRAME,CASING. - O HARDWARE AND ANY RELATE)ITEMS COMPLETELY. - 4.REMOVE AND DISCARD ALL UNUSED ELECTRICAL WIRING.CONDUITS.WATER PIPING,VENTS.ETC. - - - REMOVE EXISTING CONCRETE PATIO AND ANY RELATED S IT IS THE INTENT THAT ALL EXISTING NARK INTERFERING MATH THE INSTALLATION OF NEW WORK BE REMOVED AS REQUIRED.COORDINATE& OO ITEMS COMPLETELY. - CONFIRMWTHARCHITECTAWNERPRIORTOREMOVAL - REMOVE EXISTING EXTERIOR SIDING AT AREA OF WOOL ' 6.CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTION MEASURES TO SAFEGUARD THE PUBLIC(OWNER)DURING DEMOLITION ACTIVITIES. BELOW SECOND PLR WINDOW SILL - 7.CONTRACTOR SHALL NOT USE ANY METHODS THAT WILL CAUSE DAMAGE TO NARK TO BE LEFT IN PLACE. O REMOVE EXISTING EXTIMORSIDTNG AT AREA OF WORK - - 'a.SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS TO THE EXTENT OF DEMOLITION WORK TO BE PERFORMED. REMOVE OUSTING BUILT4 N DESK CALL OTHER KROEN - - .. .. _ .. O CABINETRY TOREMAIN IN PLACE&UNDISTURBED) _ 9.WHILE EVERY ATTEMPT HAS BEEN MADE TO SHOW ALL ITEMS TO BE REMOVED.IT IS THE RESPONSIBILITY OF THE VARIOUS CONTRACTORS TO - /� • V _ - COtIDUCT ON CITC CXAMINATIONO AND TAmmAni[THEMSELVES WITH ACTUAL SITS CONDITIONS;ADDITKWAL!TFMS.Nn—H—N Tn RF RFMnVFn Iwvl SAW CI)f E707 RID,WALLASREOUITEDBY _ INTERFERING WITH NEW CONSTRUCTION WORK SHALL BE REMOVED WITHOUT ADDITIONAL COST TO THE OWNER. - PROPOSED WORK 10.CARE SHALL BE EXERCISED IN THE REMOVAL OF WORK TO PREVENT THE RELEASE OF TOXIC SUBSTANCES.SHOULD TOXIC SUBSTANCES,SUCH - i .. W .. - --AS ASBESTOS BE ENCOUNTERED,THE OWNER SMALL BE NOTIFIED THE DISPOSAL OF SAME SHALL CONFORM TO ALL GOVERNING CODES AND WALLS TO BE REGULATIONS.DISPOSAL SHALL BE DONE ONLY BY CONTRACTORS LICENSED FOR THIS NARK DEMDUMIED 11.IF ANY EXISTING CONSTRUCTION TO BE LEFT IN PLACE OR NOT SPECIFICALLY NOTED FOR REMOVAL IS DAMAGED DURING DEMOLITION OR NEW EXISTING WALLS - - ,. .. - CONSTRUCTION WORK IT SHALL BE REPAIRED OR REPLACED TO MATCH EXISTING CONDITIONS AT NO ADDITIONAL COST TO THE OWNER. IZ SAW CUT CONCRETE(FOUNDATION WALL&SLAB)FOR NEW WORK AS REQUIRED FOR.DEMOLITION(HOLDING CUTTING TO A MINIMUM.) �y a Lu • _ I EXTENT OF NEW FOUNDATKXN I _ — EXTENT OF NEW AOOITION _ _ . _ — — — — _ — I o Lu COW DO D& D1 (lu) .. - --- --------------.-, (I\ I - • -. .. V L I _ 1, - _ -ioi. ..I I I I ( nl �ALL 3R OBE VEtff®RUDRTO OFCNU WALLS a .. ITT D41 II 1111111 a g �♦ S� I:= --------T-===*== 0 0 W ABASEMENT DEMO'PLAN - n FIRST FLOOR DEMO PLAN - - - - SCALE III-T� 2 .. _ SCALE,lP.V. D 1 00 - - - CONSTRUCTION SET . r n •' Y, , .y , e r • � � • M1 .3 .. A300 EQ. E0. rEO: 9'"1'3� Stt -I S-t0'. •t'S»' d •� 4 .� Yaw,¢a amw ,. ,• .. � �TEP .. •. - fir.ro CONFDtM LOCATION . . -.. . . .- - of rtEw WALL FIELD.FNDWDwD' - .. 1 d,l _ II II tl'I _ l_ J MIED _7 .- NEW __ ':. .. - .e•�= - 1—-`Q—'—• `i—^T—"'--,— --Ti JNO_�11 I - .U�. - .. DONCREtE FOUNDATION WALL.i EFM TO - .. DIMENSIONS. . w ADEDUATE SPACE MOUND MC-CN.' 5.100 FOR ADDITIONAL NOIES AND m - EOII� I Z' II I I I' • _ 3 001 _ ® .NEW SLAB EXISIIIJ6 sueYrt .- I t'' � Jll - - -II -_:T I I , d NEWSLAB . • EJOSI0i0 SLABWW —— —— —— - - _ _ � Itoa . . OREANOT RM DOOR. .. NEW FDIISNES MATCH MSUU R. FDASHED _ACEs. . I \ .. - 3.. • ' _ - ", _ �P _.. .wums. � \: fFOR COMi ALI ENmY sr aa»rar � LL BASEMENT PARTIAL PLAN t FIRST FLOOR PARTIAL PLAN.. SCAT@ 1W•ra - - .. _ _ _ .. - SCALe: Al"1 1 00 DOOR SCHEDULE - UNIT ncATWN N—,:TIRER MODEL TYPE SIZE 0.0. L1tlIT8 BlT.FDL —SET REMIARI(S Wi BSTAITM.ECH. DBLSIMNG Fd— 8-2 .,O r T.B.O. G.C.TOCOIOlf MEASTNGINT.D W.TONATCH 101 BREAKFAST ANDERSEN FINGIW DISINING S T-11" 5-118 PAINTED TBD. O.C.TO CONRTW SERIES NS EXISTING WNDON13M300N3 IM BREAKFAST IATmERSEN - DIISTON 3PAlELSUVER 11'd1T-1, If'-tOtS' PAINTED T.B.D. G.C.T000t688ASERIESWIEXISTNnwNOOINSIDOCRS .1W SITTING IWDERSEN FNGIW (PANEL SLIVER 18d1T-11 1S-t04Bd�_' PAINTED T.B.D. O.C.TO CWlFT18.1 SERIES WI EXISTDIO NINDONI9M)OOR9 . IN SJP. .CUSTOM SLANG - SEEPUWS .. - .. 105 ENTRY HAIL POCKET. S-0'YS$ 8-212X8 .D-FORPO�ET06O1-RUITCRRf.- . PAINTED T.B.D. - . . WINDOW SCHEDULE - . - _NST LOGTOI MNWFACNRER MOOEL' TYPE 8� 0.0. DGMB MT.FIN. MIAWRSEf REAM— - - n rL 5i 101 CUPOLA A RSEN ARM, RXED '$ 3 PAINTED TED. O.C.TO MRRRM SERIES YM EXISTDIG WNDON"IDOOIiS - � � O21 . - - IDS CIIPDIA AMERSEN —I .. MED J 1' J 11'$ 3 PAINTED T.B.D. G.C.TO CDI6TTS.t SERIES WI EXISTING WNDONSWOORS a O - ,W CUPOLA ANDERSEN AN351 FlXED S 1' J Y1'$ 3 PAINTED T.S.D.. O.C.TO COhTRM SERIESWI EXISTING WNDOWSM300R5 O F u .. - ,N OJPOIA ANOERSEN - AN3S1. FIXED J 1' J 11'$ 3 .. PAINTED T.B.D.- G.C.TO cmNFTRM SERIES WI EXISTING NANDOWSIDOORS F k O o MANUFA RER TO SUBMIT SHW DRAWNGS&TABULATIONS TO ARCHITECT S CONTRACTOR FCII APPROVAI.. - - . UNITS TO HAVE PRIMED INTERIM:MERE NOTED AS PAINTED.. VUINDONS SHALL BE k SIMULATED DIVIDED UGHTS TO MATCH EXISTING KDONS.O.C.TO C0P6-. . - A.VNNDOW UNITS SHALL INCLUDE INSECT SCREENS. .. .. .. a ._ - -- - - - 'ALL EXTERIOR DOORS AND WNTXNPS SINLL NAVE GLAZED OPENINGS PROTECTED FROM NINOBORNE TEBRIS(BIPACT GLAZING)IN ACCORDANCE WITH THE SINEDITION OF B MASSACHUSETTS STATE UILDING COOS TSOW0. . .. .. - - WNDQNS SHAL HAVE T ERE OR D GLAZING IN ACCORDANCE WITH THE STH EDITION OF THE MASSACHUSETTS STATE BUILDING CCOE 180 a a' .. Ep c � P y Z N - .. • LV . W �p WNy .. .. - ' J In_ W V O MATERIAL NOTES _ �� • a- - .. - .. .. .7 USTOM CUPOLA W/STANDING SEAM COPPER ROOF. - 2- FLAT SEAM COPPER ROOF. 3 STANDING SEAM COPPER ROOF 77 O.C.- ; [P-1FR / VE&FASCIA TRIM TO MATCH EXISTING:PTD.5 7XW.R.C:CASINOIWINDOW/DOOR TRIM.N92 SILL®WINDOW8 DOOR.PTD. 'I 8. TX FRIEZE TRIM TO MATCH EXISTING - 7-CUSTOM WOOD 2 SCREEN PANELS .. � - S NINDOWS&DOORS(SEE SCHEDULE) f ` ( 9 CEDAR WRAPPED POST.PTO. 17. T.O.PLATE . . - ELEY:MATCH EXISTING - Eq _ t"t 44 4 a 4 + �� f - B W NGSOFlXTING' - - 9 - -- - -I- - El A / OOJ PARTIALELEVATION SCLE:,M.1Q ELEVATION AT SCREEN PORCH, z SCALE: CONSTRUCTION SET N ASSEMBLY NOTES.ROOF - . ROOF ASSFA/BLV-METAL - ._ • � -COPPER STANDING SEAM METAL ROOFlNq SEAMS®18• , - - - .. .. - - - . " . - SPACINQ TO MATCH EXISTING METAL ROOFS • - - -300ASPALT IMPREGNATmOURDMO FELT - - • - .. - - - . -ICE&WATER SHIELD 7 FROM EDGE OF EAVE ANDALL • - : .. t : - • - VALLEYS -MS'COX PLYWOOD SHEATHING .. - - .. .. -.. -RAFTER FRAMING(SEE STRUCTURALFOAMI OW09) B1 - MEDIUM DENSITY - .• - - .. ('jj FASSEMBLY-PLAT ROOF - LJ-COPPER MTSEAM MEPAL ROOFlN.SEAMS®1B1 .. .. " - SPACING;TO MATCH EJOSRNG METAL ROOFS .ICE AND WATER SHIELD ROOFTAP MANUFARED CTURERS REIN:PITCHEDREQUIREMENTS) DRAIN(SEE ROOFMANF3W COX OODSE HIND Aff.NT8) _s a _ �-•�•-.-_�—*-� 1B .. - 1B -RAFTER FRAMING(SEE STRU MPAL OWLS) - _• y':. _ __ _ --T ' .. - A.: ':` . MEDIUM OQNSIIY SPRAY FOAM INSULALTION -1 r am_ ,• - " ASSEMBLY NOTES WALL .. 1. I '` '" : 1 n - .- ,. .. •• � a l i 1A . WALLASSEMBLY•TYR T EXTERIOR - II ` I-- OP OF PLATE TO MATCH EXIST.•PLATE Xi. � I - TOP OF PLATE TO MATCN EXIST.PLATE HT. _ -EXTERIOR SIDING•SEE MATERIAL NOTES AND TAGS <. � ON EXTERIOR ELEVATIONS .. ,BOTTOM OF DOOR NEADER. - -C - NEA - - ...150 ASPHALT IMPREGNATED BUILDING FELT - - .' ELEV:IOBa - - _ _—BOTTOM OF OELOOOOft DER RHEA ..WALL FRAMING - W PLYWOOD SHEATHING(SEE STRUCTURAL DINGS) 2X8 .. ._ - .. _MEDIUM DENSITY SPRAY FOAM INSULATION - -INTERIOR WALL FINISH,SEE SCHEDULES SIRING RM BREAKFAST RM _ — I I - SImNORM NED ' < .. WOOD WOOD' __ _ WOOD38 .. SC CN .. - ASSEMBLY NOTES-FLOOR I I _I I I - .FL RASSEMBLY- - .. � 00 a „ .O•d POURED CONCRETE STAB,SEE 917MCMRAL DINGS - - °., I_ _TIO.FIRST FLOOR SUBFLOOR TO MATCN ElU3T. T.O.FIRSTFLOOR_SUSFLOOR TO MATCX•E%IST.'� , _ .. .. .2-RIGID INSULATION CONTINUOUS BELOW SLAS(W10) .. .. ELEV:IW-0 . .. -S MIL POLY VAPOR BARRIER .' - - - . .GRAVEL BELT,SEE STRUCTURAL OWG3 .. .. �• - �- � .- � � � mv' t ORPEACLIENT < SELECTION .. •. _ - W-- 31PIH- _ • FIN.flASEMENi ,_ ^ -SWADVANTECHSUBFLOOR. a °lIDm mm h . .FLOOR FRAMING,SEE STRUCTURAL OWGS .. _MEDIUM DENSITY SPRAY FOAM INSULATION(®� l Till v .: UNCONDITIONED SPACE•S.LP.) .. .. - _ .. ._ .. -. - --L"147F71F'"�'m;.��- FINISH CEILING,SEE SCHEDULES .. .. . - •. �,_R o. 4W-' ll -llL,tl. � . .. V H r - • �. .. •. V' .' •i11-11FLr_ C]P9�i - W�ilf9lrFC' - �F - i ll�Ic ID q.. I�1 - -. a" S' � s i WIl S �Jar x t ' � •- .' .,.- ,' si♦ �..-:>.. .: "<a ",. s, -'., dJ"•. 2....,. ,�,, 3- ;,m r.m.R.��,,�.�I :7:m OL .1 IDID�. .�.. _ ,.. n :t . -v. , ,...:.. :... a a` :. `• -.EI!9iEi.__-�IEII - EII�d ) r�l. IBIP .t131c113 IT i I�IE;- aw31Et,-:: I? _ A . . " •� y � � s, ��� �`z-r l=� - ..ral+ --- �' -�w�a ,�1=�h�s m s?�L:1- 1,-uu�, • ' .:,a, .,.`. .. ` ;-, .,<., ,,.w '..;.`. ,.`. .a:,t, ,i.` _ °t� . .. ...;: .. ... ...-- � ., ...' ;; .. `:I:° ..� JTi.�.-.:L_ _.II 2..� � "11 f$L�" _ mLID:- " LOt;r� 7-W:7B' A,4 �Ti/-ID:•.�."i .. .. - ',. .. .:�.:. ....:..:.. ...: _:..., •.< !-1 hIKa - uw uu y u 1�u ri roc --' �- - -----_,j--- - . _..�II::I - - '� _ _ .� .. a. ,.., n,m Im !•T.m _ .. Inillm�. ..�m7r -1'TTIrm. .-r..-nar:.±�'1�Im ,�'I�m.l�,:� m::�r''�' I�f� � �,•N.�I�:..'it�:g,..:.,' : ` - kll#Ilflllll _ i d B D ARDCENNG.PTD. , .....: - .,.. ^ BUILDING SECTION BUILDING=.,:,„._...-- ' : •T - ,• 1'.' \ BUILDING SECTION - -. I ,. _ .• - SCALE:IRA 1'O•. L •',SCALE IIP..V' - 1.8 TA RI2ONTAL SIDING,PTD. " I.IJ I E1� 1�11 U SOFFRBFASCULDETALS „ -. •- - .. _ � - .. ... . I TO MATCH EXISTING.PTD. Z w' r FRIEZE TRIM TO MATCX. .. .. - ., .. , (n O EXISTING.PTD.';.s. .. .. .. L - .. LLI . N. It .. 1%VWOD TRIM.PTD. 1 IS v. , s �1.X WOOD SCREEN STOP. � .. .... .. .. ,. „. » � �� 1A .1s 0 - - _ 9 .. •FRAMING,. �.. ., 1 X 2 WOOD FRAME VW •. - , < 'SEE STRUCTURAL. C - - ,` fMTCX EXIST:PLATE HT.• .. REMOVABLE SCREEN PANEL t _ - •� -— _ TOP OF RATE TO- �U - - -:y :. •,SCREENBOTTOM OF DOOR HEADER ... • _ EIEV'LOBO CUSTOM WOOD SCREENS. I _ .. - < .. - .. SCREENED PORCH. .. _ •- y. ._ , •- - -. - , - - MAHOGANY DECKING .. , I' I' .. r:. .. , .. � SCREEN. .. '. . r: >aN - + ' AT00 y.. X2'WOOD FRAMEYW •' � '- REMOVABLE SCREEN PANEL - _ "• 1 X REMOVABLE VY000 STOP WI ... ,.. - . _ • .. .. .. r , V . .-RNISHWASHER6FLAT'READ SCREW .. - :- - _ r ." ., - .. �FRST BOOR SUBFLOOR TO MATCH EXIST. _ .. - W WOOD MID-RAIL.PTD. ..- - • �r,. - ELEV.1000 - .. i I APRON PANTED % SILL Pro._ 7 WOOD.. �_ _ .. e�lIl'IL'-L I IS�l!"li: I llC f�dll • -v l ��1. .. .. � - MAHOGANY DECKING �' I!-)Il.•�.L�: ,�7!I!'11.yIFU. .. rl .. .`y .. SCREEN,. a I c • » .. v11P- 4}a_ f�',I_ _ .. J.V .-\ is - . o•flsjlE;!`==�8r:v'fEfll'E,'Il 7�Li'lul�l - FRAMING,SEE STRUCTURAL . , ..j+ID. u y' 2X 3VLOOD FRAME.VW '-• - - .. .. d::r'lIG_ Jsm."[EIL�I� L 1�"- _ L - F REMOVABLE SCREEN PANEL - .y � ➢ ID. '1 Ut.tIl LID J ' - 1%REMOVABLE WOOD STOP W/ II,IJ:2 m��U31 �PATIO(BYOTHERS)- FINISH WASHER S FLAT HEAD SCREW .�, •'fir - _ - .. r r-r --LLLm � ..n.V & Y{'... - - . .1.X WOOD SCREEN STOPM V.%8 WOOD SILL,PROVIDE WEEP - - T.31"'4T., - :i HOLES FOR DRAINAGE. - .. .IfW! L Tr L111.F R T-ID p .. .. - - ,4` DECK FRAMING,SEE STRUCTURAL. -sI AIL - IF '4I .J3 - .. /I f _ ORDINATE T.O.SONOTUBE. - . (`EIIE -119i W WITH ROUGH GRAD NO&PATI BII�IE LP - ELEVATION. ., WALL ASSEMBLY-TYP.EXTERIOR .• OFIf 7[ITT IL tL ID Lu 11�I,7 j6:➢f Eit v« ., JJ ./ I - _':. ,✓1 - AEI ➢ :ISO�IaiG m>U.'�I ?IJ?l'-m;a 3 4 III I I h-WOOD APRON_BOARD 3. SCREEN DETAIL - - - - SCREEN PORCH DETAIL - - BUILDING SECTION DETAIL S�I:P. A300 SCALE:r.rw scA r.ra. . S . . .. . . - scaLE ud. 1.a 6. _ . . .. Sr a r.ra .. - . .. .. WALL ASSEMBLY'.TYP.EXTERIOR CONSTRUCTION SET I CROWN MOULDING TO MATCH �, { EXISTING CROWN.PO.(G.C.TO CONFIRM SIZE 6 PROFILE) I PERIMETER BEAM TRIM,PO. STRUCTURAL BEAM.SEE' C � iCi STRUCTURALDWGS .. - WOOD BEAM W LOCK MITRED CORNERS CROWN MOULDING TO MATCH - - AG, EXISTING CROWN,PTD.(G.C.TO - BEAM DETAIL CONFIRM SIZE AND PROFILE) - _ - ,o� sCAl�:r-,•o• � I �t r LIL -JL1L LIL -ILIL DOOR CASING TO .. - MATCH EXISTING - .. . 'w ,. • - CASING:PTD. KITCHEN M ( BETOND' � 1` i' -. a . , , - SITTING ROOM INTERIOR ELEVATION .• _ . . .. .. B .. - - .. . , - ,. ., � � ' � scnLe:?v•� n SITTING ROOM"INTERIOR ELEVATION `. .. , w Z • W 6 LOCKING AS NEEDED F N JCL $� �J M, Jti lJ BEEADBOWAINSCOTING DTO MA - - - IBEADBOARD PRO FILE PTO. LIGHTR..AIL _ __ CROWN WN MOULDING TO MATCH •. - EXISTING TO CONFIRM SIZE CROWN,ROFI ) - /NOt ' 1x BUILT UP BEAM WITH ' LOCK MITRE JOINT'PTD. .•. i nbt CROWN MOULDING TO MATCH -. .. .. -. .. - ... EXISTING CROWN,PTD.(G.C.TO. .. � t•.< .. • - .. ..CONFIRM SIZE AND PROFILE) 2f .. , .. - J - , ADGN TOPaF GEV/(i s' 6 :S'�, .. .. .' AlJGN BOTTOM OD WE%T.OOCA CA9MO - — — — GROWN MOULDINGDETAIL oFw W-ITOTTOM RCDIIEN AH � , ► _ ) DOOR CASING TO MATCH O - o o EXISTING CASING GTD. - I$T.V. BEAD BOARD TO MATCH - '. i EXISTING WAINSCOTTING _ PLASTER SOFFIT,PO. J EADBOARD PROFILE.PO. . -, .. W000 MANTEL,PTD.. - PIASTERwalls GREAT ROOM .. {tl 1I 1 rWr WOOD COUNTERTOP.NAT. ALIGN BOTTOM OF .. - i _��• _ - .. .. -S�FFI7wwmoA — I - . .:.Jl.. 1 CUSTOM ENTERTAINMENT CENTER.. ._ - DF KITCHEN SOFHr - W _ a . CH STYLE OF KITCHEN - - - - X CROWN MOULDING CABINETRY BUILT-IN TO MAT MATCH .. CROWN CUSTOMPTD(G.C.TO CONFIRM TRY.PTD. - 8 PROFILE) .. - CABIN -5 i SIZE GAS FIREPLACE INSERT W FIELD STONE .GAS FIREPLACE - FIR LACE SURROUND. . � � - - - -.� .. CABINETRY FACE FRAME.PO.. . BEVERAGE CENTER DRAVuERS A 0 O 117- . WITH ICE MAKER. - - ,(,,` SITTING R60M INTERIOR ELEVATION SITTING ROOM INTERIOR ELEVATION CROWN MOULDING DETAIL - - - sL•ALe,rr.ra 7. - suLe r.ra CONSTRUCTION SET ' - - ELECiPoGLL SCHEDLLE - - FIFCIRIfYLFGI}I%810:Y: .. ELECTRICAL NOTE9: - < - . t .- _ - - SCOPE. IA60M MATERIALS. PMEM8 CES .. • - FI%TWE LMNIFACNRER- MODEL OESCRIPPON, FINSH•.. 1PISV8Hl0E- "REIMRN9-. . HALO EMOJ°TSB RECESSED' BG]WIOTE- CCMRALTOR TOVERIFYKLSELECTIONSNtl.HOMEOWNER VFIIFFIN ' ELE NL� L TE KB.EOU ERW _ Y' ® COMPUTER. FOR AFL NCLU NO Me'c�Lms ER TE OI .SYSTEMS. . . RECE85ED - - R EMIPMENT.WENT-WCE BOXE9.CONGIIi TRM—NG CONSTRUCT) - BASEMENT RELE85ED'MATCH IXI .- CONTRACTOR TOVIItIFYALL SELECPONSVb HOMEOWNEHrt.NTLH WSRNO 4 WNLSCOICE-E%TEISOR VENTFANI[iR ,Ex_TEBPNG TEMPORARY SERNCE8 DIR2G'W CON9TRUCPON.AND - WPGLA - 1 - lIDBTRIPUGMPNG CONiRACiCR TO VERIFY KLSELECRONS WIHOME OWNER 3 COOESAHDREOUIREMENT9:MEETKLPPPUCAR-COCESANDUPUTY El 00 9 . - C°NNG 93 ER ®1lG FAN LE REOU REME . . •. e Y IXTERIpi Wt .. OWNER .. R�DDANYJTT"EX160M - 81EPUOIf - BSOCAT ONTON �PA) . - PRONOEO BY HOME � � BNADd BY 1�N1POtlOK�F RE fliOTECCHK• PROVIpEO BY HOMED Q�� J. UGHTFl%TUPES'.CONTRACTOR TO OTKLKLF%TF%E9,AND O • s .. - - OMDEDFIXTLRES WITH ARONT E ... - e Al OWPNC D TURE9.VERIFY ' . Z REOES9Ep WALLWA9MODAMf91I 0 90ED'eN3.T01 . ARLHTECT SNAL BE SCHEDULED BY C RACTOR TO tVWEA .. KKTIROUGH TO VERIFY ALL FlXTLREB SNITCH AND CUTLET . AF�AWBTABIPDOWT11D1R -LOCATIONS BEFORE NSTAU.ATCN - .- . GT✓�TMOT100�/5)O�LtiTS•OR. 5.MENCESANDPLATEB FOURWST,GANGINEVEN, - - ULTKS ALL SNATCHES ARE J A.FF(FROM CENTER OF PLATE)- - - .' ! ^ • - .• , TH RWTSE NOTED- UNITS TO MATCH—TING - - - - - • ., - B. OLP_CUT LEIe:MOUNT VERTICAL,IS'AF.F I—CENTER OF PLATE) PENDWTFI%R!E o"' LFATDtIftIDR.. . .. H UNLESS OTHERWISE NOTED MOUNT HORIZONTALLYIN BASEBOARD' - BMR"MCE QlITPSG R E OGl1ION A APRIANLE�OU OUTLETS CONTRACTOR TO CEU ER�L.. _. .. .. - .. OF OUTLETSA9 REQUIRED BY PPU A DR PROPER . CODES VER�LRO ONOUAWIDTII�HIMCT µCFRC-SNKL BUO'A�IWRfiMOThSCENT - .. - a - - ,. .. - 0.W✓Effi1TGDBETFOf111!@ '6mUlamQfllET G. ALLUE M 9 Df XTURESTOBEMOU TEDTOD%-XVWX . I RECTOSEi ELDLOU DH ARCHITECT ORDU®NFAP6N+DOF OURET 10,RR EXTFf OUTLETS O BE MIXMTED HORQOONTK YTO YES IB X . • _ _ P .Il�HifJIBfETVN8�f0OVE. ALL _ NI GE MSE t WILETSS OWN PDJACENf T�O�WKMI IFY AT ION AITH>-TE.T.W9PRE TOSEMOI.WT12 CONSLITTWTHARCHTECTF ANY ONCENTERUNEFEXEVRE BECOME9MPOS8IBLE DUE TO o-WAWA DMI01 - 61MCt®OURkT" RAMINO. . ._ '13.ELECTRICIAN LINSTAlLPROFERRECE85EDLIGHTFRAME IN qT9 1 - - -' FOR NSILATFD AN)NONANSULATEDARFAS.ALSOINSTALLPROPER. . - - " UbnMSY81E1TI�wADCONIIR R�-117 FRANEWTSFORWANNGATEACH.—E. _ .. : .. .. _ .. I% 0 ORS R9 REWRED BYO CODE.V FY LOLAPCN OF DETECTORS IN THI�WAYSMBRN GG- 'RDUtDUPEF FlEL RLHTECT. S . - - " , • - e. .- 15.CONTRACTOFTO VERIFYLOdP OFA DECORATYEYK AN] - - CEILING MOUNTED f XTURESWITH CLENT NJAACHTECTN FlELD ., - • ° r .. - .. • .• - -. ... .. FQAMWY8WRO1 01ETIl�iL00R0U11ET BEFORE INSTALLATION .- . IN O��FE UBELEDA'(RECESSEC)ARE9URFNCE • 9. . x, , DIMMER 1 CVNt£DDDi6BElt r a Fl%TURES.^ D(S£MMYDYIDi61N101 DIVA PORT. � O- x :Fpwmi�rsmwDAwatsmot . - .. _ .. �BTm9vmn( ® R®s)EiaEo�l- .- " - -. - .. - . - .. .. MaTloTfama .. ® anc�lnr3�eTea®m�AGrei - .. $• R $ - a. n , , s _ '+ r = - T - r r , s t.. I, s 1 . TO LANDSCAPE , . 1 lIOdRQIG WL • I Z W' Om A • LLI uj Low I ) _ — -- Low , 7 __-'._..- .' , - - - �1 II w , r I , � ) - --- - ... .. :., � —J --_T'-�a9T IR.oN�N�'_ .I� ••=1 I .. �.: .G., : . . .. t � n �O Y 1G' . TTING j _—n Ll —_TI — FX BM LAGN�RY. I9;GID a �t E , — . m , .BASEMENT ELCTRICAL PLAN - ` -± FIRST FLOOR ELCTRICAL PLAN - - _ v - . . . . .. Lu Lu ...2. .' ..- . .. SCALE' 0'•1'-0' ., a .. CONSTRUCTION SET• . . >n,�,5,J3PM WPRa�T , ���MENTELE<TR�L�AN�G.�.N.MaY��GmPmP� , , . GENERAL NOTES CONCRETE NOTES WOOD FRAMING NOTES - : . 3 � " " . .. .,., - : . . Y.ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL,MECHANICAL,ELECTRICAL,AND PLUMBING 1.CONCRETE MIXTURE,FORM-WORK;DELIVERY AND PLACEMENT SHALL CONFORM TO ALL REQUIREMENTS OF.ACI 301 1.ALL FRAMING LUMBER SHALL CONFORM TO THE LATEST EDITION OF THE AFPA"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION'; .j -O . . . . SPECIFICATIONS,INCLUDING THE FOLLOWING GOVERNING STANDARDS: - AND SUPPLEMENT"DESIGN VALUES.FOR-WOOD CONSTRUCTION" LATEST EDITION.-MAXIIVIUM MOISTURE CONTENT SHALL BE 19%. * - > 2 (LATEST EDITION),UNLESSOTHERWISENOTED. - . W " ' A.THE MASSACHUSETTS STATE BUILDING CODE,STH EDITION(FOR ONE-ANDTWO FAMILY DWELLINGS)AND ALL OTHER - SHALL BE:TYPE 1 OR 2 PO '" -L AGGREGATES.CONCRETE. Z.PRESSURE TREATED WOOD MEMBERS USED FOR PLACEMENT AGAINST CONCRETE OR MASONRY SILLS,PLATES ETC. SHALL BE PRESSURE V h 2.CONCRETE MATERIALS RTLAND CEMENT,SAND AND GRAVEL A" ( ) AGENCIES HAVING JURISDICTION. - SHALL BE AIR-ENTRAINED PER ACI RECOMMENDATIONS.CONCRETE COMPRESSIVE STRENGTH, 28 DAYS,WHEN TREATED WITH ACQ PRESERVATIVE,OR APPROVED EQUAL,TO MINIMUM RETENTION OF 0.6 PCF IN ACCORDANCE WITH AWPA C3. - . z O O - - TESTED IN ACCORDANCE WITH ACL 318-LATEST EDITION,SHALL BE AS FOLLOWS:ALL CONCRETE.WORK-'3,000"PSI. � . - - -- I - �• O w V . m B.AISC"SPECIFICATION FOR THE DESIGN,FABRICATION AND ERECTION OF STRUCTURAL L STEEL FOR BUILDINGS",LATEST , . - ' I ., .'• ; - - 3.ALL EXPOSED WOODWEMBERS USED FOR STRUCTURAL FRAMING,DECKING,STAIRS,RAILS,BRACING,ETC.SHALL BE PRESSURE TREATED WITH a U) p-. , EDITION. - - 3.THE MAXIMUM CONCRETE SLUM BE 3 FOUNDATION WALLS,FOOTINGS,PIERS,ETC.,SHALL BE 4".THE MAXIMUM' ACQPRESERVATIVE,-OR APPROVED EQUAL,TO MINIMUM DETENTION 0.6 PCFIN ACCORDANCE WITH AWPA C3. - "• - •- • - ,� I CONCRETE SLUMP FOR SLABS S .E OR,NON-EXPOSED INTERIOR CONCRETE SLABS ON GRADE AND � - - ' ' u�W1 Z .C.ACI BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. (ACI 318-LATEST EDITION) INTERIOR DECK SLABS,ALL CONCRETE SHALL BE AIR ENTRAINED TO 5%(+/-1%). • I .: 4.ALL CONNECTORS,CONNECTIONS,FASTENERS,ETC.USED TO SECURE ACQ PRESSUE TREATED LUMBER SHALL BE TRIPLE ZINC COATED HOT O K U C D.THE CODE FOR WE IN BUILDING CONSTRUCTION BYTHE AMERICAN WELDING SOCIETY(AWS D1.1) I - - S - ' I• I - � " .. - O 1# . . . DIPPED GALVANIZED OR STAINLESS STEEL .. _ i b q OR PLACING AND ORDANCE WITH THE 4,ALL MIXING,TIO NSPO CURING OFCONCRTIT SHALL BE DONE IN ACC S.THE FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADE AND,SPECIES FOR THE SPECIFIED USE:ALL LUMBER SHALL BE GRADE e e - W V RECOMMENDATIONS OF THE CURRENT AM.1. CONCRETE INSTITUTE SPECIFICATIONS AND GUIDELINES. - t! e! Z .W " E.THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION(NDS),LATEST EDITION. ,. - .. , . - STAMPED BY A RECOGNIZED GRADING AGENCY AND SHALL BE KILN DRY. - - _ , {y N M rn i ALL WOOD WALL FRAMING(STUDS,SILLS,PLATES,.BRIDGING,.BLOCKING ETC..SHALL-BE 2x6 SPF#2 OR VERSA-STUD 1.7 2650,VERSA-LAM COLUMNS S.NO SLAB-ON HAVE BEEN DESIGNED FOR BUOYANCY UPLIFT FORCES DUE TO GROUNDWATER OR C o o Lu " . 2.THE CONTRACTOR SHALL PROVIDE TEMPORARY.SHORING AND BRACING AND MAKE SAFE ALL FLOORS,ROOFS,WALLS AND FLOODING. - - SHALL BE GRADE 1.8(2;750)AS MANUFACTURED BY BOISE'CASCADE.VERSA STUDS ANDCOLUMNS SHALLHAVE A MINIMUM ALLOWABLE FIBER. * " - 'ADIACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. I - . . I - . " BENDING STRESS Fb=2,650.PSI(Fb=2,750 PSI COLUMNS),AND MINIMUM AXIAL COM PRESSIVE STRENGTH Fc=3,000 PSI;AND MINIMUM MODULUS - - - - I • .. +- I - .. . . - - ' - 6.ALL GROUT SHALL BE NON-SHRINK AND NO WITH A MINIMUM COMPRESSIVE STRENGTH OF 5,600 PSL" . OF ELASTICITY(E)=1,700,000 PSI:SIZE OF STUDS PER PLAN SPECIFICATIONS.- • . - I . I - 3.ALL CONSTRUCTION ISTO CONFORM TO THE MASSACHUSETTS STATE BUILDING CODE AND ALL APPLICABLE PRODUCT AND FOLLOW ALL MANUFACTURER'S"INSTRUCTIONS AND RECOMMENDATIONS IN HANDLING ANDCONSTRUCTION. - .11 - DESIGN STANDARDS.-ABSENCE OF SPECIFIC ITEMS FROM THESE DRAWINGS DOES NOT_INFER THAT THE CONTRACTOR IS THE MAXIMUM APPLICATION THICKNESS OF GR1. +UNDER COLUMN BASES SHALL BE'1�/z". - . . -. . .. . RELIEVED FROM THE STATUTORY CODE REQUIREMENTS. - - 7.REINFORCING STEEL SHALL BENEW DEFORMED BARS CONFORMING TO ASTM A615 GRADE 60,IXCEPT.WHERE . 6.LUMBER WHICH IS SPLIT,CRACKED,NOTCHED OR OTHERWISE ALTERED OR.DAMAGED SHALL BE IMMEDIATELY REJECTED AND NOT ALLOWED -- - • - . . NOTED.ALL REINFORCING"BARS:WELD,ED TO A STEELSECTION SHOULD BE OF WELDING GRADE 40.RUSTED BARS WILL FOR USE,UNLESS OTHERWISE APPROVED.IN WRITING. THE STRUCTURAL ENGINEER. - _ e , 4.ALL MATERIALS AND METHODS OF CONSTRUCTION CONFORM TO THE APPROVED RULES AND STANDARDS FOR BE IMMEDIATELY REJECTED AND REQUIRED TO BE REPLACED AT NO ADDITIONAL COST. L " " . .. � - .. '" . '• • • 9 " MATERIALS,TESTS;AND REQUIREMENTS OF ACCEPTED ENGINEERING PRACTICE AS LISTED THE MASSACHUSETTS BUILDING I - " - . . - - Z.THE FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADE AND SPECIES FOR THE SPECIFIED USE.ALL LUMBER BE GRADE - CODE-. - . .. - I _ - - . '. S.DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN ACCORDANCE WITH ACI PUBLICATION- - STAMPED BY A RECOGNIZED GRADING AGENCY AND SHALL BE SURFACE DRY:- ' " - � - " s 315 AND CURRENT CRSI(SPECIFICATIONS,LATEST EDITIONS: - I . _ � . . I . 1 . _ "5.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK:ANY - L - . ,• • - • - DIMENSIONAL LUMBER(FOR'NON-EXPOSED MEMBERS):' ' in hOl1SE.x ' . • DISCREPANCY BETWEEN WHAT IS SHOWN ON THE DRAWING AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED BACK TO g,UNLESS OTHERWISE SHOWN ON THE DRAWINGS REINFORCING STEEL SHALL BE PLACED TO PROVIDE THE -FLOOR JOISTS&BEAMS:#2 SPRUCE PINE FIR:--FB=875 PSI,E=IAE6 PSI^ - -" - P.O.�,m . ` • THE ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK., ' - - FOLLOWING MINIMUM CONCRETE COVER: - -STUDS:q2 SPRUCE PINE FIR:.FC=1150 PSI,E=1:4E6 PSP ' - en....w..M I.-m- .. ,. `. -' • BOTTOM OF FOOTINGS,"...._ 3,.- .. _ _ - p = _ E .. .. . - ,,.�• . - TIMBERS AND POSTS:#2 SPRUCE PINE FIR(SXS&LARGER): FC S00 PSI;E 1:0 6'PSI -"'�l�„80 6.OPENINGS THROUGH THE FRAMING AND FOUNDATION MAY NOT ALL BE SHOWN ON THESE DRAWINGS.THE GENERAL .. I . - "" - 1. " FORMED SIDES OF FOOTINGS 2"• - - - - -- W - . CONTRACTOR SHALL DETERMINE REQUIRED OPENINGS FOR MECHANICAL OR OTHER PURPOSES AS HE SHALL PROVIDE - FOUNDATION WALLS 1y. L ' - .S.EXPOSED WOOD FRAMING SHALL BE SOUTHERN'PINE,URADE NO.2 OR BETTER AND PRESSURE TREATED: L - - ". . . " .ADDITIONAL FRAMING AND REINFORCING STEEL FOR ALL OPENINGS WHERE REQUIRED.THE GENERAL CONTRACTOR SHALL SLAB ON GRADE 2'.'BELOW TOP SURFACE - _ . � I ' .-. � - ." VERIFY SIZE AND LOCATION OF ALL OPENINGS.ANY DEVIATION FROM THE OPENINGS SHOWN ON THE STRUCTURAL DRAWINGS , - L I - - ,w " , - ' ' " ' •"' 9.ALL LAMINATED VENEER LUMBER(LVL)TO HAVE'A MINIMUM ALLOWABLE'BENDING STRESS(FB)OF 2,600 PSI.THE MINIMUM ALLOWABLE '. SHALL BE BROUGHT TO THE ENGINEER'S IMMEDIATE ATTENTION FOR REVIEW.' - - 10.COLUMN ANCHOR BOLTS ARE E TO BE FURNISHED AND INSTALLED ACCORDING TO DESIGN PLAN..- . COMPRESSION STRESS(FC)PERPENDICULAR TO THE GRAIN SHALL BE 750 PSI.THE MINIMUM ALLOWABLE MODULUS OF ELASTICITY ICITY(E)SHALL_BE - - - ---- '- - . : - - - 1,900,000 PSI.INSTALL LVL'S IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.- " 7.FOUNDATIONS,.FIRST FLOOR AND ROOF FRAMING HAVE BEEN DESIGNED FOR THE FOLLOWING LIVE LOADS: - . . . . , " 1 . 11.ALL CONCRETE SHALL.BE PROTECTED AGAINST FROST UNTIL PROJECT IS COM PLETED,PROVIDE PROPER.CONCRETE WHERE LVL IS SPECIFIED W/"(2.DE)".ON PLAN,THE FOLLOWING.MATERIAL STRENGTH IS REQUIRED FOR THE LVL MEMBER:MINIMUM " A.GRAVITY LOADS: - - PROTECTION OR HEAT IN COLD WEATHER AND MAINTAIN PROPER CURING PROCEDURES IN ACCORDANCE WITH ALL ALLOWABLE BENDING STRESS(FB)OF 3,100 PSI,THE MINIMUM ALLOWABLE COMPRESSION STRESS(FC)PERPENDICULAR TO THE GRAIN SHALL BE - . -GROUND SNOW:30 PSF,DESIGN SNOW:25 PSF;DRIFT SNOW SURCHARGE AT LOW ROOF:35 PSF" -CURRENT AG CODE OF STANDARD PRACTICE SPECIFICATIONS AND GUIDELINES. -. -750 PSI.THE:MINIMUM ALLOWABLE MODULUS OF ELASTICITY(E)SHALL BE 2,000,000 PSL • - : . L - .. - • . • ° -BEDROOM LIVE LOAD=30 PSF .. I r r .. ,_OTHER ROOMS=40 PSF - ., _ - - eC , - - , - - t ' , 12.ALL REINFORCING.BARS SHALL.BE COLD BENT IN ACCORDANCE TO THE PROPER RADII ESTABLISHED BY THE AC I. " 10:0ETAILS OF WOOD FRAMING SUCH AS NAILING,BLOCKING BRIDGING FIRESTOPPING ETC.SHALL CONFORM TO THE LATEST EDITIONOF THE.' - ` -PORCH DECK LIVE LOAD=40 PSF 1 . - " - .-- ' UNDER NO CIRCUMSTANCES SHALL HEAT BE APPLIED TO THE BARS TO OBTAIN BENDS. .- - - NATIONAL DESIGN SPECIFICATION AFPA THE TIMBER CONSTRUCTION MANUAL AITC. ' ' - `-` " , . WIND LOAD(=CONTROLLING LATERAL FORCE](PER MASS.BUILDING CODE AND ASCE7-0OS): - - . I - - L - -- + -.; . . - - - - " . - - - - + + , - - 1.( ), ( ) -WIND SPEED=110 MPH; - - - - 13.ADDITION OF WATER TO CONCRETE MIXES AT THE SITE IS NOT ALLOWED EXCEPT FOR SUPRERPLASTICIZED:MIXES, "11..ALl ENGINEERED LUMBER DRODUCTS SHALL BE AS MANUFACTURED IB WEYERHAUESER,BOISE CASCADE;LOUISIANA PACIFIC CORPORATION _ EXPOSURE,B AND ONLY IN ACCORDANCE WITH THE.MANUFACTURER'S MIX DESIGN SPECIFICATIONS. '. - -- - ° _ -- BUILDING CATEGORY II=>IMPORTANCE FACTOR=1.0 - - - I L. - ." ' - .•. OR APPROVED EQUAL.• :' _ _ _ _. _ , . , - "" ^" I - • . - ." " . - .. •, - 14.ALL CONCRETE SHALL BE READI-MIXED AT PLANT COMPLYING"WITH ASTM C94 AND,ASTM C1116.SITE MIXING IS. - - _ I " 8.NOTIFY THE ENGINEER Of ANY ARCHITECTURAL"MODIFICATION OR DIMENSION CHANGES THAT MAY AFFECT THE: - - .•. , 12,WHERE DIMENSIONAL FRAMING LUMBER IS FLUSH FRAMED TO ENGINEERED LUMBER OR STEEL.GIRDERS,SET THESE GIRDERS 1. CLEAR . STRUCTURAL DESIGN: .r' . -. . . E - . ,.. . . - . . • .. .- NOT ALLOWED .. - '.� � � ' '•-' < , � OP OF FRAMING LUMBER TO ALLOW FOR SHRINKAGE. ' - 'BELOW THET - - .1 . 15.CHAIR BARS FOR SECURE PLACEMENT AND POSITIONING OF REINFORCING STEEL ISTO BE PROVIDED.REINFORCING - - - - 9.THE FOUNDATION HAS NOT BEEN DESIGNED FOR A FLOOD HAZARD ZONE HYDROSTATIC OR BUOYANCY PRESSURES.. - 13.FOLLOW MANUFACTURERS'SPECIFICATIONS FOR ERECTION,INSTALLATION;.AND PLACEMENT OF ENGINEERED LUMBER PRODUCTS:, . •, - _, . SUPPORTS SHALL BE OF PROPER HEIGHT;LENGTH,SPACING,SIZE AND MATERIAL TYPE;IN NO CASE SHALL BRICK; - •. , ' . I " � '` 'c' WOOD,OR OTHER NON-CON FORMING REI NFORGNG STEEL SUPPORTS BE USED,'.g - ". .. - .. . I.. PENETRATIONS THROUGH ENGINEERED LUMBER PRODUCTS�IS�EXPRESSLY NOT PERMITTED WITHOUT PRIOR WRITTEN APPROVAL BY THE . . . '- ENGINEER.- .. .. .. - . FOUNDATION NOTES I , "- - - I 14,USE DOUBLE TRIMMERS AND HEADERS'AT ALL FLOOR OPENINGS WHERE BEAMS ARE NOT DESIGNATED. - - - . - . .. - . , .r. . . „ . .. , . . .. . , . , . . . .. . - _ .. . •• . . , .. .. 1.ALL FOOTINGS SHALL BEAR LEVEL ON ACCEPTABLE PROOF ROLLED SOILS OR COMPACTED STRUCTURAL FILL;HAVING A - - , -, - -' I p .. . . - .. -' . ` MINIMUM ALLOWABLE BEARING CAPACITY OF 2,000 US PER SQUARE FOOT.- . . - - - .- - , I . - I - - - - - L - L . - � • STRUCTURAL STEEL NOTES < `*" I . •15.LAP ALL AND SILLS AT CORNERS AND AT ALL INTERSECTIONS O PARTITIONS." - ' - 2.SUBSOIL BEARING STRATA SHALL BE FREE FROM ALL VEGETATION,LOAM,AND ORGANIC MATERIAL:ALL SILT FILL` - - " . • - - - - " - . . L " ._ _ -16.STAGGER LAP ALL PLATES AND SILLS AT CORNERS AND AT ALL INTERSECTIONS OF PARTITIONS. 1 . ' 1. TOPSOIL,AND.OTHER UNACCEPTABLE SOIL MATERIALS SHALL BE EXCAVATED:AND REMOVED FROM THE SITE ATALL 1.STRUCTURAL STEEL ROLLED SHAPES SHALL BE NEW STEEL CONFORMING TO THE FOLLOWING ASTM DESIGNATIONS:. '17.UNLESS OTHERWISE NOTED DROVIDE THE MINIMUM HEADER SIZES OVER A_LL OPENINGS AS FOLLOWS: .o- ' . FOUNDATION AND SLAB-ON-GRADE LOCATIONS.SPECIFIED STRUCTURAL,COMPACTED,FILL SHALL BE SUBSTITUTED AT THESE . "•. .- `- ' • L L _ 1 - ' - - - -- - W ", �- - LOCATIONS,IF.NEEDED. - ASTM A36 ALL ANGLES,CHANNELS,PLATES AND MISC.FRAMING MEMBERS, _ . . - - •. I - � O o - - . - _ I L - UNLESS OTHERWISE NOTED"MINIMUM YIELD STRENGTH FY=36 000 P51.` - - " Q ,. .. . . ,s," . .. - . . . • n . - , . ' : - - I .. •. ' . , . . . .• ,(. � "- - 8T UNLESS OTHERWI E NOTEDE ATETHE EN S OF ALL BEAMS;HEADERS,AND GIRDERS PROVIDE A BUILT UP OR.SOLID POST WHOSE WIDTH.IS AT -�� O a'' . . ' 3.IF BEARING MATERIALS(OTHER THAN THOSE DESCRIBED ABOVE)WITH'A LOWER ALLOWABLE BEARING CAPACITY THAN - - 11' - , • - " I - " � `- - V w m LEAST EQUAL TO THE WIDTH THE MEMBER IT IS SUPPORTING AND`WHOSEDEPTH IS 4"AT THEINTERIOR WALLS AND 6"AT THE EXTERIOR' '. Z - •.. "•: .2,000 LB PER SQUARE FOOT ARE ENCOUNTERED,THE UNSUITABLE MATERIALS SHALL BE REMOVED AND REPLACED WITH ' -.ASTMM A307.GR.."A" . .ALL ANCHOR BOLTS,LAG SCREWS UNLESS NOTED OTHERWISE.. , . . - " - _ � ' L L . • '. . W Q ?I . ,. SUITABLE MATERIAL AS SPECIFIED AND APPROVED BY THE STRUCTURAL ENGINEER. - `. - . ' . � '' - - - . - . ^ � - - � . + _ 0. .. .- '•. I I ' . . . . " . - ASTM.A32S ,-.L ALL BOLTS CONNECTING STRUCTURAL STEEL MEMBERS. ' L -' s 4 _ -. - ' -I -; .. - - -: -- 9AUSE'/.'"THICK TONGUE AND GROOVE"EXTERIOR GRADE"PLYWOOD SHEATHING /.THICK"EXTERIOR GRADE" PLYWOOD ROOF'" 4- � �W C 4.DO NOT BACKFILL PRIOR TO.COMPLETE CONSTRUCTION OF THE IST FLOOR FRAMING&FLOOR SHEATHING.FDN WALLS DO. ` - - ` - " , C) V " S -SHEATHING,AND Y2""EXTERIOR GRADE"PLYWOOD AT ALL OTHERWISE SHOWN ON PLANS.ALL JOINTS SHALL BE BLOCKED WITH C LLI -to -' - NOT WITHSTAND EXISTING LATERAL SOIL PRESSURES UNTIL THE NEW FLOORS ARE IN PLACE'AND COMPLETELY CONNECTED. ASTM A50. GR,"B . - ALL HSS TUBE STEEL COLUMNS(MINIMUM YIELD. . . ..STRENGTH P51). - T -G O, LUMBER OR OTHER APPROVED SUPPORTS.ALL PLYWOOD SHALL BE APA RATED AND CLEARLY STAMPED -' � ��• . . ,. s L - . .. ., . .. .. . ASTM - - - .A572 OR A992 -SHAPE SHAPE BE_AMS MINIMUM YIELD STRENGTH-FY="S.ALL FOOTINGS SHALL BE PLACED ONPROOF-ROLLEDACCEPTABLE SOILS OR COMPACTED STRUCTURAL FILL.COMPACTED, ( 50,000 PSI). 20:PROVIDE SOLID BLOCKING BETWEEN ALL FLOOR JOISTS OOUBLEALL JOISTS UNDER EACHJPARTITION:EACH END OF EACH JOIST SHALL BE' .. TO 95%MODIFIED PROCTOR DENSITY,AFTER REMOVAL OF UNSUITABLE MATERIALS.BACKFILL UNDER ANY PORTION OF THE_ - - 11 - - - - BUILDING.FOUNDATIONS SHALL BE COMPACTED IN 6"TO 8"LIFTS OF 95%MODIFIED PROCTOR DENSITY: . ' -ALL ANCHOR BOLTS OR FASTENERS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE HOT DIP GALVANIZED- -FULL DEPTH PLACEMENT AT THE SUPPORT LOCATION:PROVIDE JOIST BRIDGING AT MID SPAN AND QUARTER OR AS - .DRAWINGS. . .. .. .. LL ORSTAINLESS STEEL.. - " . : . 1. , BRIDGING PLACEMENT SHALL NOT EXCEED 8 FT.O.C.SPACING.� - .6.THE STRUCTURAL ENGINEER OF RECORD(E.O.R.)ASSUMES NO RESPONSIBILITY FOR THE VALIDITY OF THE SUBSURFACE.-- ` . - ' - ' ` - - . ' '21.USE FULLY NAILED METAL,CONNECTORS(USP,SIMPSON,OR EQUAL),JOIST,OR HANGERS WHEN JOISTS,OR.BEAMS FRAME INTO OTHER. . . 'CONDITIONS.CONTACTTHE E.O.R.PRIOR TO FOOTING CONSTRUCTION TO ALLOW REVIEW AND APPROVAL OF EXISTING SITE .2.GROUT USED UNDER COLUMN BASE PLATES SHALL BE NON-SHRINK AND NON-METALLIC WITH A MINIMUM, JOISTS OR BEAMS.PROVIDE.METAL POST CAPS AND BASES.FOR ALL POSTS.REFER TO FRAMING PLAN FOR CONNECTOR TYPES. - ",.. , IIA+"O° 1. SOIL CONDITIONS,OR ENGAGE A LICENSED GEO-TECHNICAL ENGINEER FOR VERIFICATION OF SUFFICIENT BEARING- - " COMPRESSIVE STRENGTH OF 5,000 PSI IN 28 DAYS.UNLESS OTHER APPROVED BY THE ENGINEER MAXIMUM • . . • - . I 1: .. . . .CONDITIONS. ' ' 1. : - • . ' -. " ' . APPLICATION THICKNESS OF THE GROUT SHALL BE I2/2INCHES. - n ' . - .. ' .. w+saws[x - .. - r. .,. . .' 1. .. .- - ,22.'ALL NEW PLYWOOD FLOOR SHEATHING SHALL BE GLUED'TO•SUPPORTINGWOOD"FRAMING MEMBERS�USINGAMERICANPLYWOOD rsix�cuxµ . 3.ALL STRUCTURAL STEEL DETAILS AND CONNECTIONS SHALL CONFORM TO THE STANDARD OF THE CURRENT .ASSOCIATION(A.P.A.)GLUED FLOOR SYSTEM..WOOD GLUE TO BE CONTECH;INC.,PL400 SUBFLOOR CONSTRUCTION ADHESIVE,OR APPROVED - . f.sm . 7.NO FOUNDATION OR SLAB SHALL BE PLACED IN WATER OR ON FROZENGROUND.SUCH OR SLABS PLACED AL S AISC .. .. �. IN SUCH CONDITIONS WILL BE IMMEDIATELY REJECTED AND REQUIRED TO BE FULLY REPLACED AT NO.ADDITIONAL COST TO SPECIFICATIONS FOR DESIGN,,FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. - - EQUI.AL. _ . .. - -, ' THE OWNER,OR CONTRACT TIME EXTENSION.+ - - � ' . - I- L .. - - - - - - . • . ' ... ..., 23:CROSS WALLS AND TIE BEAMS ARE TO PROVIDE THE LATERAL RESTRAINT FOR THE BUILDINGS AND SHOULD BE SECURELY AT TACHED,AT EACH - - - L 4.ALL WELDING SHALL CONFORM TO THE CURRENT STANDARD'OF THE AMERIC_AN WELDING SOCIETY(A.W.S.).'ALL -" I - - 0;/Jo/lms 8.ALTHOUGH GROUNDWATER ISSUES DURING CONSTRUCTION ARE NOT EXPECTED TO BE AN ISSUE,THE CONTRACTOR `.SHOP AND FIELD WELDS,MUST BE MADE BY APPROVED CERTIFIED WELDERS. I _ -. -END AND/OR TO THE EXTERIOR WALLS. - - _ - _ - " . . - SHALL PROVIDE ALL SUFFICIENT MEANS OF SITE DEWATERING,AS NECESSARY,TO ENSURE FOUNDATIONS AND SLABS ARE I . . I " .: . . L ,; - I ' . ' _ ' I L ' - 24:ALL SILLS AND TOP WALL PLATES SHALL BE DOUBLED 2X6'S WITH EACH CORNER STAGGER.LAPPED.SILLS AGAINST CONCRETE SHALL BE 1. • - PLACED AS SPECIFIED. - S.ELECTRODES FOR ALL FIELD AND SHOP WELDING SHALL CONFORM TO ASTM A233(CLASS 70).ALL WELDS NOT ., . . . .. . .. . . J. . SHOWN SHALL BE AWS MINIMUM:ALL WELDS SHALLDEVELOP T.HE FULL STRENGTH OF THE MATERIAL BEING-• PRESSURE-TREATED. _ . 9.THE FOUNDATIONS HAVE NOT BEEN DESIGNED FOR HYDROSTATIC PRESSURES,BUOYANCY UPLIFT OR FLOOD LOADING WELDED. - - ' 2S.BUILT-UP BEAMS(3 PIECES MAXIMUM)USING CONVENTIONAL FRAMING LUMBER SHALL BEFULLY SPIKED TOGETHER WITH 2 ROWS OF 10d. L - -9 . , . - .CONDITIONS.. - - - - - - I. 6:SPLICING STRUCTURAL MEMBERS WHERE NOT THE DRAWING IS PROHIBITED: ,ANNULAR RING NAILS AND LVL'S WITH 3 ROWS OF 16d ANNULAR RING NAILS EACH SIDE AT 12"O:C.,OR AS OTHERWISE NOTED ON THE: •� ^, �._W 10.STRUCTURAL FILL:IMPORTED STRUCTURAL FILL MUST BE FREE OF ORGANIC,FROZEN;OR OTHER DELETERIOUS MATERIAL I - -� - - " 1 - - DRAWINGS,OR AS RECOMMENDED BY THE MANUFACTURER.NAILS USED'FOR"BUILT-UP-PIECES SHALL BE ANNULAR RING NAILSI 1. . AND CONFORM TO THE GRADATION REQUIREMENTS OUTLINED BELOW.STRUCTURAL FILL SHOULD BE PLACED IN LOOSE .7.DURING THE CONSTRUCTION PHASE IT IS THE RESPONSIBILITY THE CONTRACTOR TO PROVIDE ALL.NECESSARY, Z ,CU N LIFTS NOT EXCEEDING 12 INCHES THICK FOR SETF-PROPELLED VIBRATORY ROLLERS,AND 8 INCHES FOR VIBRATORY PLATE TEMPORARY SHORING AND BRACING TO MAKE THE STRUCRIRE"STABLE'AND PLUMB BEFORE COMPLETION OF 26.ALL NAILS,FASTENERS,AND CONNECTORS EXPOSED TO THE WEATHER SHALL BE HOT-DIP GALVANIZED.,ALL CONNECTORS AND FASTENERS. _ 0 - " . ,- WHICH ARE USED.WITH PRESSURE TREATED WOOD SHALL BE'AISI 304 OR 316 STAINLESS STEEL. L O. =) . COMPACTORS.STRUCTURAL FILL SHALL BE PLACED WITHIN THE FOOTING-BEARING(IHAV)ZONE AND BELOW ALL SLABS. - CONNECTIONS,STEEL FRAMES,SHEAR WALLS AND FLOORS. -- - • - . - _L Z . SIEVE SIZE STRUCTURAL FILL!(PERCENT PASSING BY WEIGHT) 8.TEMPORARY BRACING SHALL NOT BE REMOVED UNTIL THE STRUCTURAL FRAME ISPROPERLY SECURED TO THE 27.ALL ROOF RAFTERS BE ATTACHED TO TOP WALL PLATES WITH SIMPS_ON H-1,H-10,(OR DRAWING DESIGNATED)TIES,FULLY FASTENED V � - , WITH MANUFACTURER'$NAILS. 181. 100 L LATERAL LOAD RESISTING ELEMENTS IN THE BUILDING.THE STABILITY OF THE FRAME DURING ERECTION IS THE I • - -- (n .I _ L • - 3" 70-100 CONTRACTOR'S RESPONSIBILITY. - - - - I - - 3/4" 45-95 - - 28.PLYWOOD FLOOR,ROOF AND WALL SHEATHING SHALL BE ATTACHED TO EACH SUPPORTING FRAME MEMBER.MIN-.FASTENERS SHALL BE Sd - 1 3/4"O. 45-90. - 9,ALL STEEL SHALL RECEIVE TWO COATINGS OF SHOP APPLIED PRIMER PAINT.TOUCH UP ALL WELDS,SCRATCHES OR "_ COMMON SIZE,ANNULAR RING NAILS WITH A MINIMUM 1-%"PENETRATION INTO EACH FRAME MEMBER(STUD,JOIST,RAFTER,BEAM ETC.). �_ - -. : - NO:10 2S-80 SCRAPES IN PAINT AFTER ERECTION:.GENERALCONTRACTOR SHALL SELECT HOT DIP GALV.OR APPROPRIATE � PANEL PERIMETER FASTENING SHALL BE 4"OR 6"ON CENTER STAGGERED(REFER TO SHEAR WALL TYPE OR ROOF OR FLOOR DIAPHRAGM NAILING . 1. N0.40 10-SO - - - CORROSION PROTECTIVE PAINT COATING SYSTEM FOR ALL WEATHER EXPOSEDSTEEL MEMBERS. "" .L NOTES ON PLANS),AND SHEAR WALL PANEL FIELD FASTENING SHALL BE 8"OR 12"ON CENTER(OR AS OTHERWISE SHOWN ON DRAWINGS). Z' -JOINTS IN SHEATHING SHALL BE STAGGERED,EACH DIRECTION. - - - OO "NOTES:.. THREE INCH MAXIMUM PARTICLE SIZE WITHIN 12 INCHES OF SLAB GRADE. ,, 10.TORCH CUTTING OR HOLE BURNING IS NOPALLOWED;NO EXCEPTIONS. . - L .. • . 29.ALL WOOD PRODUCTS SHALL BE STORED IN A DRY LOCATION.ENGINEERED LUMBER PRODUCTS WHICH ARE NOT KEPT DRY WILL BE � /��.O O 11.SUBMIT STEEL SHOP DRAWINGS FOR THE E.O.R.(ENGINEER OF RECORD)FOR REVIEW.AND APPROVAL PRIOR TO IMMEDIATELY REJECTED AND REQUIRED TO BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST. - - O ,I FABRICATION. - : . .. - - - - • ., - - - � I - L.30.IN NO CASE SHALL JOISTS,RAFTERS,BEAMS,POSTS,STUDS OR ANY OTHER FRAMING MEMBER BE CUT,NOTCHED;DRILLED,OR OTHERWISE � - . . - . . MODIFIED WITHOUTTHE WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OR SPECIFIED ON THE DESIGN DRAWINGS. " Z O L'D fp � W Z C w Y y W Z - 0 F y Z o ZO z 0 � e e ui N N z W Q r ^ W G o o D IL t1f'"e - l3'-dh'x E%TFNOfl DECK. -0- 3O 3' T.O.CONIC SONOTUBE MUST BE INSTALLED FL65H - - WITHT.O.RNALGRADEINORDERTOPREVENTMBLE NEW N 9 81vYs>miry " • - - CONCRETE SURFACES OF SONOTUBES,SEE SECTION SEE SECTION IONON CONIC FIN WAR wRTYP.REINFORCING - - - Jm. B inghouse,m G-300 y� 5-300 P.0.BoxtE 1• - S-300 1 B. - p -6Marstona MBl MA03646 1.0.CONG EON' Si S-300 5_}Lp 1 "RS DOWELS ONLLBEPO%Y@33'O.G,TYP. - PP�ar r,139B0 LVA11 § T.O.CONL FDN WALL I W EMBED.OEM&V' LAP LENGTH WNH ngM1oaeenet REF.EIFV.=T.0. REK ELEV,=59' _ x x x 0 0 0 0 I I I I \- -FINALGRACE ---- — -- ----- --- HORD.WALL EINPOROHG.IYP. .. --------- -- --11 - y. - NOTE:MATCH NEW I I +_ .. G TO EXIM F�TINGELEVATION 5-300 NOTE:MATCH NEW - I I wflm TO DUSTING ._ I L/ FoonNGELEvnnoN - .500WFL5.DRILL BEPEY@13 O.G TYP Yf T.O.NEWCONIC FLOOR REF. .0 J- 1 0• ^ - - - NEW WOODFOTLOADRTRION D DE 81'8 W LENGTH WITH ELEVATION=MATCH E%6TING L4 NOT L - . r BE HOMz WALL REINFORONG,iYp. I _ - 6'EMBED. I � WALL, OAD BEARING E e . L •. - I LF%RnNG CONIC.BASEMFNTSLAB •'Ee --.-- SAWMBFAM VOCI(ET/BLOCK OUT IN - MMNNEW i FIRST FLOOR FRAMING PLANFOR M.S. W/8v6W3.IxW2 tSWIR WELOEDCE , N WALL WLABEA REIN EE E%(STING FTG TO RFMAIN,J T , L LA BER SIZE FABRIC FUICE ftEINFORC NG AT - - _ - I - '" •` NOTE:MATCH NEW FOOTING TO EXISTING ` LA EAM ABOVE SHALL BEARA MIN.OF CENTER OF SLAB TNICKN SS ATOP FOOTING ELEVATION X•ON P.T.PLATE,PROVIDE MOISTURE I CHAIR BARS,TYP. BARRIER:E.G ASPHALTIC PAPER BTWN - SAWCUT(IF NEEDED)BEAM POCKETS FOR NEW - + LA AND CONCRETE SURFACES,M. - STEEL BEAM,SEE FIRST FLOOR FOAMING PLAN N -. TIBEARINGPLATE. FORSTL EMBER PROVIDE a-wer-Im. EXISTINGONCF SWALL,ANCHOR W/.. .. SILBEARIMNG PLATE W/Q).%-'D MREA ED ANCHOR RODSIORILLAND EPDXY),PROVIDE LEGEND:' . 1 .. - iL'A ' MIN EMBEDMENT OfMI TO CONIC FON DIA THRFADFDA CHOPRODS(DRILL AND EBC,PflOWDE B'MI EMBEDENTEPTH ALL CONC lD WALL3rEWEDISTANCE.O' WALL3'EDGEDBTANCE6'SPAONGEESTL OF%6TINIG GIST-IN-PLACE CONCAEIEid1NDATION WA113 TO REMAIK ALL E%(STINGNG Ei STL MATE,TIYP. PIATEMPPOVIDEMIN.VBEANNGOF- - GONE.wN WALL ELEMENTS SHALL E SAWN WHERE SECTIONS ARE DEMOLISHED.WELD N56 COL ABOVEW/Y•FILLETWELD STEEL BEAM ABOVE:FIELD WELD FLANGES W/EXISTING COILBASEMENTSLAB UNT, ALL AOOUND,TYP. N WALL SEE I/5-3OU MR REINF.DETAILS ./' TO REMAIN'.E// 1YP %-.RUETWELD - _ � '" 10'THK REINFORCFDCONCRFTFw - - - U COL EXISTING] GL CONTROLIOIM.5EE'TYPICALSLABONGRAEMMU'ONSHEETS-300 ' TO REMAIN ui ` ." _ ,_ • '-< . REFER TOIST FLOOR FRAMING STFUN AND SECTIONS wR LOCATIONS 8DE QG STEELANGIE SUPP011TING 1ST FLOOR FRAMING .. !u . Ls 61MP60UT DOWO•STRAP-TIE HOLDDW/N(CASTMAIN WALL) ~JJ REQHOLD DOWN W/Ueflsd LNRERS,TYV.PER MANUFACNEBS REQUIREMENTS .. , HD .: �. - - •. r - - .. DE1/r CLEAREDGEDLS aFROM ALLCONL MMM.WALL W PROM U U) �< EDGES/CORNERs. .. .. \N - yFj .: - .. • - �' - - - NOTEFICUDOWNANCHOIIAGEINEALL SHOWNON TI1DwUNDATION PUW1SHowN ON Tx6wuxDAnON PLAN(: - ' y.Vl LLI . - : HREFER OLD DOWN LOORFRAMING PLAN ON 301FORlOCATIONSEINTERIOR - C - _ HOLD DOWN ANCNE6. .. �. _ W31 — ccNIL sm FOUNDATION.PLANLL O S. 200 v Z N , • O Y y Z - .. c 0 i in a � z BU IN Z. K2 LU u e BU W Ir " - p o _ T.O.CONG SONOTUBE MUST BF INSTALLEDFLUSH'. SHEAR FRAME E WITH T.Q FINAIGMDE IN OPOEfl TO PREVENT MSIBIF CO REESURFACESOFSONOTUBES,SEESECTI 1r9 mucm.tl .. 1'.5• - - SHEAR FRAME - SEGMENTIABOJE)_ 8 S 300 6aim... ) SEGMENT(ABOVE) NEWdt , FLO FRAMING NOES'. ..S 300 L 1. SEE ARCH:FOR ALL ELEVATION REFERENCES .. ,.' -.'` P.O B9ollouSe.FC 0 2. NEW FLOOR SHEATHING SHALL BE%-THK LYW APA RATED, POOD SHEATHING,NAILW/ed _ MarHonaMBla MA@f✓.0 . - ,u .• - .. .. .. ANNULAR PoNG HAMS @6-QC AT ALL PANEL FDGFS AND IN HELD,M.,PROVIDE M ANNULAIL' ., ° RING HAMS @ A'O.C.ALONG FLOOR DIAPHRAGM EWE,PROVIDE CONSTRUCTION ADHESIVE AT 11--50,-22J-2G60 i ALLSHEATHING TO FRAMING CONTACTSURFACES TOMINIMDE SQUEAKING. vnk —4n9houx.net. LMa B - ` PACK CUT WED OF EL BEAM W/FULL HEIGHT N LUMBER ON EACH SIDE. STE FLUSH W/ - a .. T.-TN" N DECK FLANGES,SECURE TO SEE BEAM VIA)£•DNMEEfl ASR.1 A30).GR'A'THRU BOLTS W/. - STE N 3. STEEL .. . .. '� F AT N• -If)$ rF \E� - I - I._., - .WASHERS STAGGERED AT IL 2'O.G,TYP. - - 1.�STEEI REAMS AT END REAPING CONDITION SHALL RECEIVE FULLHEIGHT M`THKSTIFFENER - --' "PLATES,FULLYWELDED,3'FROM THE ENDOW THE W-BEAM,TYP.(UNLESS NOTED OTHERWISE): USE CONCEALED S. LAGIRDERBEAM PLIES SHALLBE CONNECEOVIA(2k-OIAMETEPASTM A30).GR.W THRU Y !Z _ BOLTS W WASHERS AT 16'O.C.M.DROVIDE 2'MIN.EWE DISTANCE.. K 2 LE ERC NE W � 'l NG V / - • ' � � FLAWEHANGEP - .. 3 T BER OK SC EW$TB' CFO e r .. " .. IF NEEDED . .. , N - A 1r1 E ISTI RIM( ST R. (FLMP YCI NECTI SEIZE DIRE ENIS HOTS �S J~F'i- ,O - - .. 1 b . .. _ A I - • - - ".. .. � PR yE<'.a IN.B N AT B�AM '� ,:.: I- � tl. �O� .IFGEND: � r� AAWI gl ..SE/2KBUILT-UP/ENG.WOOD COLUMNS8 LOW. O WALL BELOW 2 ETp "J a O:.-'-3'.� SE/MBUIIT-UP/FRG.WOOD COWMNSABOVE �WALLABOVE ' LL . ,� . ---- aNG@e'-o•Ac IMAK SvnuNGPWALL T. IX NGS PREF. i .� USE P.T.SAWN LUMBER AT EXTERIOR SCREEN PORCH DECK USE ENGINEERED LUMBERL BE RING ALl S 16' E AT '•I 'O" 3E - - ..., E.G.TJC LSL LVL FTC TO BLOCRENGINEERED LUMBER JOIST PRODUCTS,TYP.,,G• - tl _ •�',� - �1 SIMPSON-IU52.3T/1L8&',NAIL FACE WITH(10F10&LS - .. . .«. Bill FL W/ CF T.O.NEW SUBFLWP RE.... "A• 'F1WNT RSONTON FLOOPlQ5T5 W/FACE UNi HANG!RS OH PAC D .. `. EEVATIa1iT1W PERIMETER MEMBEP:TYP.PROMDEA - SIMPSON'MGU5.50.5W H=1L813':CONNFCTFACEVVA(ZAESDSv!-%SCREWS. T BEAM TYP:POVJ EAM .0 - - . UB Y CAD QTY / , - - t ' � : � '- � e WOG-)OR.&tARR1TNGfAPAC1TY- AND l015T VIA(I61`SD51/OK 2Ye SCREWS REINFORCE 16'LVL W/(21 ROWS OH31'h` ? DIAASE e..2'FM THRUBOLTSONEACXSIDFOFMGPRW EPCONNECTON. .. ... - ILLCTE H ER + B • -SPACE POWSA';2'FROMEWEWHANGED IXE EACH SIDE,PROVIDE WA,HEDOEL DSTANCE FOR UPPER AND LOWER ROLE TO EWE OF L L HARDENED WASHERS ON'I � t - SELLCTEDNANGE0. CHi AL TS RED AT THIS EIM EN LM�OtFAa1�1�NAWDOINAIIW A DONATfAO AND.5 PSO LUS2655 CE MOUNT ER /1 f.I. CF. 13f1W - .. L . II . ° . 2 e 1 -• , -• - _ __ - b SEE FOUNDATION PLAN FOP BASE PLATE DETAILS AND FIELD WELD CONNECTION OF. - AT JCHIT,Tyr. .. -HIS COLUMN ABOVE. O• ° •. DN S PROVIDE I'-S'.KO-8'aS•TNKSEELPLAEW/(4)-LONG)(,`OWFULLYWEIDED - a . `. .. _ _ .. t - •.SHEAR SNDS,2-EVP.EWEDISTANCE.SEELPLATESHALL8ECAS PLACF, ' y r ALLOWING FOR FIELD WELDING OF HIS COLUMN ABOVE VIA W FILM WELD ALL r - - . .• r , 'EKING RIDER BEAM TO RE IN. • N� .:AROUND. -- - • - .. - .• .. r. •W//(2�/VD�MA30 NGR'A'BOITIMPOIT,r MIN EWE WSTANPCF,33NME. lb0 .. • - .-_ .: - F1DST� "6 ' .. } +, _ ♦` ,',Y - f,. ,� .. F. _ ,. SPACI BEHELD WELD SIDE PLAE.NANi DOUBLE FILLET WEIR TO TOP FLANGE OF N SEE(BEAM, f .. � p O W . • '. ' • 4 P.T. L6 LEWER CONNECT TO DU SILL .. • - - - •'. - ' . - W/<'LONG TIMBERLOK SCREWS@ 6'O.C.STAGGERED y Z r E Ti5 'VERSA-LAM 18 2)50 POST BELOW FULL HEIGHT AI BASEMENT BEARING N w LL ON NEW CONC SLAB ATOP CONC FO.OTNG.SFE SECTION DETAIL FOR M. • � Y .' '. - _� .f.. -. ' . . � �'.. a•_ a.�- .. s..-, \ ..5. -; ... , t ,a. • ' • !.- - - .. _ .. ` CONNECTION REQUIREMENTS. . - '_ � r, •� - <�• `/:.� Wes. .. - -. .. •.. �.H: ..::r ° .. K __. - .. 1ST STOXYSHEAP WALL&HOLD DOWN NOES: .. U /uj .U) .. .. • c . • ' i - - .. .Q. DBLSIDEDSHFAR WALL, SHEATH WALL WITH IS/32-THKAPA RATED, - • O . .. - ALL ,..: HOOD @FA 4- NG ON EACX�A[EW;AND B'QCIN FIE PROVIDE PPOVIDE�M - , .. - - 'BIOCIMNG ATALL DANELEWFS,OR USE.FULL HFWMSHEATHING PANELS ON � TA f _ ,. .. CONNECT RFFEOM DWEOFSXFAPWALLSVMP.AF.(EG.HILU-X-W'.Ofl: ... APPPOVEDEQUA.)AT 6O.CTOTOPOFSTLFIANGE:, _ DBLSIDEDSHEARWAIMTYPE-V:IN EATHWALLSEGMENTWI711 15/3 2-THR.APA • - r .. •. - _ : '• 'r' - , • - • • —.RATED PLYWOOD SHEATHING ON EACH FACE OF WALL NAM W/(21 ROWS OF Ed tH Oa - - - ':• , - NAMSIN Y O.C,STAGGER ROWIIMO:I.I FACEWLVL r. .ANNULAR COMMON PoNG - - COLUMMI)TOLAIL LL PLATE FORM PER . •• e - - - _ - - .. ` .. - - - 'PIA E),—.NAIL6 O.0 NEFIEEPPROVIDF BIOCpW I TALLPANELEEDGES..ORUSE. UIPS JE/QEM. - •'• • .. - .- - - 'e .. • x - - �"N.H—HT WFATHING PANELS.SPLICES APE ONLY/ULOWEDIJOPoZONfALLV,.- -$2KU[NML WITHIN MIDDLE THIRD OF WALL HEIGHT. ND.'y .` _ .. _ _ ". >,. Y _ -^ ,_Y- 'n .Y. -. ,\ •..t_. �' _, _ �'". a., p_ A,E /� CONNECT DBL BOTTOM SILL PLATE OF SHEAR WALES VM SINGLE TYPICAL WALL•' 4 50fi02 . c ,-". r '^ - - :.• '' - '� °' - .. - ' ,- _ - IST.FLOOR FRAMING PLAN:. ANCHOR(SEE 6/S- M)AT CENTER OF SEGME_M(USE ANCHOR ROLE ONLYAi Cra. '• _ .. - - SCAIE:1IA'=1'-0' - e .. - - ..LOCATION V/ITH NO STEEL HSS COIUMNI). - - - - a • _• - - °' - e, p _ - - .. HD- SIMPSON-STXD30•STRAP-TIE HOLD DOWN(CASTIN FDN WALL) 03/SD/1015 •. 'Y • -. , .. .• n r _ - - •. NAIL HOLD DOWN W/(2Bf16d SWERS,TVP.PER MANUFACLIFEP'S REQUIREMENTS. - ti• - . - - Bar'CIFAR7013 TANCEWOMALLCONCRETEFONWALL t.Y fi .. -: -' •- '.�r -• .. • .SIMPSON•HDUll-SDS2.V HOLD DOWN ' .. A MO- .PROVIDE 3'DIA THREADED ANCHOR ROD(ASTM F1554 GR36)DRILL&EPOW e CONNECTIONTOEKLSTINGCONCFDH WALL PROVIDE I2'MIN.EMBEDMENT DEPTH OFR 1 CREIECE R R %'MIKEWEDWMCE ° • , - - f FROM FACE OF CONCRETE WALL USE LMPSON'SET-W OR HILT HYISO ADHESWE, + ♦. - - ^ s - .. _ '.. OP APPROVED EQUAL: T e v O , w 3 N O N La W z ul Y y V z z O O 0 wr- m a m D z to uj o 0 , -6 to e LU f w . RO FOAMING NOTES: b G S W OF 7 L CONNERALLFRAMWG MFTERENMATTOPPLATEANDHEAOERSUPPORTSW/SIMPSON'H2.SA' Q W lx HURRICANE TIES,M. O O O G IL 2. SECURE OVERFRAMED ROOF AREAS W/TIMBERLOK SCREWS ORNM TO MAIN ROOF STRUCTURE - . .. - AGAINST UPLIFT LOAOING. - - 3. ALL ROOF SHEATHING SHALL BE W MIL APA RATED SHEATHING,NAILED W/BA COMMON.ANNULAR NABS®A•fLF-AT PANELFDGES6'dAPHRAGM EDGE NAIUNG MDAT6'O.G INTO - 4. ROOF DIAPHRAGM EDGE NAILING SHALL BE 8E COMMON ANNULAR RING NAILS@3'OC,M. 5. PACK OUT WEB OF STEEL BEAM W/FULL HELM N LUMBER ON EACH SIDE.FLUSH W/SR FLANGES, - - - SECURE TO STEEL BEAM MA.%-DIAMETER ASTM A3U7,GR.-A-THIN)BOLTS W/WASHERS STAGGERED AT 12'O,C,TYP. �9 mvmmlaen® ' G OFFER TO ARCIL FOR ALL ELEVATION REFERENCES. - \ - - L . - F.aRTAINCONNUITY - LEGEND. .. inghOTSSE.k . OFLVLI3}MYHEADERI 5 ❑0® STI./2YBUILT-UP/ENG.WOOD COLUMNS BELOW [�WALLBELOW --MBL,—G2 B -1'-5' 4- 5-SDO 1'-S' .. .. ❑0 K STL/NBUILT-UP/ENG.WOOD COLUMNS ABOVE ��' WALLABOVE .. SHEAR FRAME .. .. PXana:FOB-231-3980 - SEGMENT OELOW- 5-300 SHEAR FRAME - - .. - xah wwwingMuae.nal SEGMENT BFIOW - . 1 1 � ] 5 2 T �EXISTING BUILDING TO REMAIN .. _ (3}1%'%Slk.—ILWi1,2.5PANCONT. '13F 1y'%11Y•LVL.(LOW) _FULL DEPTH SOLID BLOCKING @B'-0'QC(MAIL PACING) - - USEENGINEEREDLUMBER,E.G Tll,L54 LPL,ETC TO .. -y- Si%Il/a•LVL 2-SPAN{OM. - - l�kl1:$'LVL _ - _BLOCKENGINEEREDLUMBERIONT PRODUCR.TYP. - - -SECURE W/(2 SIMPSON H2.SA UPLIFT B - p '- t SIMPSON'EGQ5.5H-11.80-HIGH CAPACITY HANGER.CON NECTMA(28)SDSS'3 a .. eC t TH S SHALL.. CIIPSA INTERSECTION OF LVL 'Ll' ' SCREWS AT FACE,ANDI121 SDSY a3ATId5T.1NE WED E TEFL BEAM - p EMNOING OUW/NBEYOND ME HANGER WRHSTEELBFAMFLANGES . SOS SCREWS AT FACE.PTHE HANGERCWTHRIONIMIA-FOMEACII SIDE DEEMENT OF R sv SD55(AEWSATFACE.CMREEI2EY'DIA THRU BOLTS A-EDMOCKINGDEOF THE K !� �$ >> ry �,/ - I ( S_ FACEMWNT HANGERCONNERION FLANGES TOSECURE WEB BLOCKING TOM BEAM _ r� SPACE BOLTS 6'. • .. - 5-300 w x • e ® 1 CONNEU LEDGERV DO[OTIMBFRLOK SCREWS @16-MC INTORNTER OF. 'EXISTING N WALLSTUD;TYP.PRWOE 2S4'EWE DISTANCE AND SPACE EQUALLYIN- • - .. .. .. - ,: _ 11 It .. VERTICAL ROW. .- -_ a a 1'%11'l LLWER 1'%11'l LEWFR « V SIMPSON-IUS23T/11.W-,NMLFACEWRH(20)lO 1.5 j 5%'VE0.5A-lAMIB(1T5O)POSTBELOW - r � ti I ' b �-. fi e HSS bz4%Y.STEEL COLUMN(BELOW),RPOVIDE 3$'MR STEEL CAP PLATES.MATCH - • WIOTHOFLA BEAMiIANGE.CONNFR VIA I2��'DM ASTMA320 THOU BOLTS TO, - _ BOTTOMFIA ALLARO STEEL BEAM SR fAP P1ATF5 SHALL ESHOPW LDEDW/li{ - - •'. x -- ,.' wY w - -PAD OUT LLETWEXTERIORFACE OF COLUMN ANDCONNER PLYWOODWALLSHEATHING e• • - VMP.AF.(E.G.HILPX.M VMIIAR),@_.WO.C.STAOGEREDTOFACE,OFHSSCOL ( I / 12 N S 3W CONNER FNDOLTOP 1Vl BE TO BOTTOM LEI BEAM VM(2)SIMPSON'H2.M' 'HURRICANE TIES,PLACE ON OPPOSITE FACES.. - - .. :. . "CA•TO HNFADA-L1.8(2I50)POST BEIOY/,CONNECT VUl51MP50N'EPCfi6'POST •• ,- ERA- - NPoIA FRAMING: - . l%'%.1IWLVLLE Efl (AROUNDWINDOWS,SEE ARCRIAND 28ROOF b_ 111simP10 ATIC11 S50/8'FACEMWMNANGER NAIL W/I36I-lOd AT FACE AND - .•. a RAFTE0.5(HIP ROOFL.EA AT 16'QL' .. (12fI0d ATldiT. •. , - .- FMME R/POLAWALLSDIRERLYABOVELA ROOF RAFTERS �g SIMPSON'U14'FAR MOUNT HANGER NAIL W/I30I-TOO AT FACE ANO(fi)-10�1.5 ` .. C NONTHIS PLAN .. . - � CNRN EDVIAS MPSONN2.SA(ARE A A QO TIER CORNER OF DID.TOP PLATES M NFADLOR SCREWS(BY I' W 'TENSION BUYS MFIERSSHALLBE .. , - a ( ) HURRICANE TIES TO D8I TOP PLATES, _ O • .. .. 4 j'. _ -SHEATH ROOFS WALLS W/3E'THK PLYVIOOD SHEATHING. r. tlpl ATT VLLE•E MA4 LONG TIMERRlO XNEEWS(BYFASTENMASTER)@Ur - A R B .x THIN TING - - —W - .. i 3 .. - i PROMDE665CdWER POSSHEAMJNG�8IIN(IELD, RING CON EC EAOL CORNER POST MASIMPSON'H6 UPoFTTIE TO O.C.STAGGEREDTIRROIIGH 'PLYWOOD WALL SHEA GMTO EXISTING RIM N W IO15TOfl NFAOF FAM Li.. \N /1 INTERIOR FACE OF IVL BELOW(FILL ALI HOLES W/Bd NAZIS,TYP.1: ATTAM.LVLIFDGERV IC MROUGRMS OF 6'LONGTIMBEOLOKSCEATHING INTO Y, \ EEELLL CENTE OFE%LS NGWALLSWMFRMIMTMIN.EWEDISTANCEANDSPA W U :c� 0 _ _ .`_.._ _ __ — )POSTBELOW, EL BCNENNERVIA SIMPSON BIW ROW€ G W y �._.� 13 53f'.SY.'VERSA-LAM 1.8(2T50 c• LNL . NOTT'.'ECCO HEADER COLUMN CANTO HEAD OA - E%ISTING FMMING CONDMONS IN TIIR AREA ARE ESTIMATED AND THE AOEQWIR OF THE _ ..NOTE:HEAIXR MUST RUN CONTINUOUS OVER BOTH POST SUPPOOT51 _ _. - PROPOSEDHEADERANDSU RTSOLUTIONMUSTBEVEMFIEDBYTHE ENGINEEROF RECORD - (E.O.R)PRIOR TO EXISTING WALL DEMOLITION(AFTER REMOVALOF FINISHES ALLOWING - , INVEST nONOFUNDERLYINGCONORIONS),ANDBEPoNENEWCOMMURIONOFNFADER/, F 'SUPPORT ELEMENTS.FINAl5OLUTI0N AND APPAOVALMUST BE OBTAIHEDFAOM E.0.0.1N WHITING. F RE$N NEW.LOWER ROOF/ 2ND FLOOR FRAMING PLAN •,m SIyE:DAY'-0' LL r g W O g� J LL' H 5 202 3 O :.b ' -AFTERFULL CONC CURE.FBL �T�UI) .. _ W Z VEE-NOTOI W/URETHANE SEALANT PROVIDE VEE-NOTCH ALL SIDES FILL SAME QBARDM W. - JM BAIL AT EACH SIDE OF OPENING "" AS iOfl CONTRL1dNT5 EXTEND100%OF HORIL WALL REINF. (TYPICAL). - •SAW MOR FORMED CONTROL1dNT- K W WALL THRU CONST.IOINT LLW/FLFIIIB(EEPO%Y FILLEfl 1A5 l CONIFER WALL - - -t• - SPECIFIED) V H • _•e" - ° "• :.G - 1-p3 LONG AT EACH SPECIFIED WWF REF ER TO PLAN FOR Z'O a a 1. • .,a- ! .. ^P I DEPTH OF.WWF Q. W } CENRRED ON WALL R • .. .. n• . CORNER AT.MIDDEPTNED i-... .. a .. .. 'I,. 2ITn) OF STAB / • 1 7 a 2 • : . i. - DWLSTO MATCH 12+MAX. ,I2000W.FORMED VERTICAL KEYMATCH .. < �_ 8 _ ALL MORIZ WALL REINF. Z DEEP FORMED WE-NOTCH,EACH SIDE WAY ALL HORIL HEINF.- �OIA.OR 30 MR MIN: SOLIARE / /\�\� /J\' \/ /\ \ W W O Q. . .. i' , SQUARE ,(/ili>l{./i,/G. .>C�.li..i�T%T%i%. \.al��;✓:C�llZ11 C K o :.AND TOPOFWALL .. u° 4. f ' CONTROL1dNT CONSTRUCTIONIOINT _ + .. - - e (MA%IMUNTROUNG•20 FT O.G) (MAXIMUM SPACING•EO FT O.C.AND NOT $ O '$ �- ..PROMOS S INDI ATED O AT -ED .e' na .• - - NOTE: DON PLAN Y2 LO ... • ' U&BASE .LOCATONS AS INDICATE WITHIN 30 FT OF ANY CORNER) -2'-0•x2'-0'COILNER SEARS TO MATCH '• - ALLHOLFSSHALLBEFORMEDORCOMD.IF W .. - - MOW2 WALL REINF.' - • A - COREDLLHALL CORNEAS OREDQVASTBE DSCONTROL i01NT N-N z' W SPECIFIED OPENINGSSHALL BE CORE FIRST BEFORE - - _ • - '. r. _ r WALLS .SAWNTTING.MR CUTS ARE NOT B - NO1ESy1C A E L a i ALLOWED .. N POl TYP, CONCRETE WALL JOINT DETAILS SA UT JOINTS RE TO B CUT VATHIN 4B HOURS OE CONCRE E P ACEMENT. Q M W, •-�V^^" -`/�� 2. PROVIDE CONTROL JOINTS AT. LOCATIONS AS INDICATED ON PLAN ` SCALE:N.T.S(SCHENA7IC OMY) NOR. - - • 3:PROVIDE VAPOR BARRIER PER.ARCH. - .. - - ; CORNER 'VERTICAL REBAR NOT SHOWN FOR CLARITY INTERSECTION - - TYP. CONCRETE'WALL REINFORCING DETAILS N.. .. TYP. REINFORCING.AT PENETRATIONS SCALE: T S.(SCHENATIC ONLY) - ;. SCALE:N.T.S(SCHEMATIC OTdYJ •' - .. - - .. '. N:T:S.(SCHEMATIC.ONLY) .- 2-PLY ..<.. >r 3 PLY ••• 4Pl . .. • - .. muNvrYKetlw - • .ty - .. - _ inghouse.PO - . I s r NOTE:' tOf PIER - .. .. - Marnoly MBI6 MAOMAB ' •} • ,I -• - 3CR FN PORCH OETAl158FINISHES. POST. .. 2-ROWS OF lTd 3ROWSDF IOU RAILL@.. .2-ROWSOif�'LONG - SEE ARCH. GIRDEfl - - Inns SwOBW2YI MR0 NI.F-OF -ROWS EAfA IMILS BE TRUSSIOK SCREWS@IB' _ • AT POST ABOVE SHIM POW DECK GIRDERCDERSMALL -' BEAR ON 2X P.T.SHIM PLATE ATOP NG TI h 1ngMuee net EA FACE,TYP. .. SONONBE.CONNECT MAIA}C LONG TIMBERLOK - .. .. .. _ . • .. WST.�T BASE • ATUCCATT FROM FACNFACEINTOP.T.POST. - .• OIRECRY TO E , CONNECT GIRDER DIRECTLY W/SPTEaFIED SSIMPSON POST., . •, u .. - _ - .- BASE iO 50NOTUBE FTG. IXNTING PIYWOODWALLSHEATHING -, - ..[r GIRDER BEAM.SEE PLAN - TO REMAIN. 1 . ` e 'PT.SHIMS BELOW GIRDER - .. .. - > E%GTING WALLSNDS@36'0.4 E- T'�-.6U_:E__7 TO ANGLES@16'QC NAZI' • - - • • - - FACIA TRIM.HE P.T.SHIMSBELOW DBL ENDIdST - - PLATEOFEXISTINGSTUD 106TS,SEE PLAN BLOCKING/RAMIR0.H ESL BLOCKING BTWN RA^}• 3-PlY .. " - NAILW/(3)ROWS OF IW NAILS- EXTERIOR FINISHES(MEARCH) - - STAGGERED TO PACKED OUT SRALLHIDE TO:COI - LBEAMSCROTUMS - 'DEIXING PER ARTJ/RER' 41. TOP OF DECK ELEV.SEE ARCH r .. _ e' . 5 EXISTING FLOOR 1O15T5 TOI M T.O.CONC.SONONBE•T.O.RNALGRADE - / T T... _ .. ' REMAIN(ASSUMED .. DIRECTION OF FRAMING). .. •, .: r . .e. .. IWNAILs@G'O.c � 1W WAILS@6'O.0_ _ � � � .. ''.//\\jam\�: �\ \\\��.. � - E~ .STAGGERED:,' STAGGERED,EA SIDE.TYP.: • : " .. • C� �/\\ "��\\\�\\\��\�/ - . .. // ..+ RAFR0.56 HANGERS'SEE" . a • •• - '"" - SIMPSOH'CB66'(HO.G.)POST BASE W/J a , _ . ' , f r NEW ROOF TYP. MULTI PLY CONNECTIONS - - NEWSRBEAM,PAEE DATHINY LD DIA(RD.G.)TH0.0-EIDED SCALE:1'sl•-0' WHERE DR GHIOER 65UPPORTED DIRECRY) - • ,_- - .. NG FLOOR sHFATHING i • _ - :. ,.12'DIA CON RELEDSON MBE' �' eELow IXGn • .. .. •, - (uASYERQGALBAR _ � `, ' FRAMING SECTION . Cd MIN.IENGTH - .. .. -' @.CENTER OF SONONBE - , 3.�_'I _ SCALE:r=1-0' BETW EEN ANY PLATE IOINT� � � �� '' '' �• � 28'BIGFOOT FOOTING I� "a '• •" - a r 3 .- REQUIRED NO.OF WAILS MAYBE DISTRIpUTED _ - • .. - - - - .. •' :•+' -ALONG THIS ENTIRE LENGTH ' DBLLTOP PLATES;TYP. •' - _ __ ,. _ ..,..z .. [" .. .. • .. it n (8}lfiH FOR STRAP)AT EA SIDE OF EACH - e �• � �+ _ ,, • ..a .1 ... IOINT U.N.O. •' .,. �' - ,.. t.. - .- -. .. EXISTING WALL STUDS @ tG'.O.G E%NTING PLYWOODWALLSHEATHING • W' m . .. • .. '/�j /�/.������ TO REMAIN H \\�\ .�i\�i\ .. .e •ROOF SHEATHING,SEE ROOF .. TYP.ROOF DIAPNINOM EDGE O E - + 'FNAMINGPIAN NOTES. - L - E%6TWG7100R106TS.TO - - .x .._ - - _.. is ''' . - •. REMADI.MENWT DID' 0Q ' .. MLING,SEE FRAMIKG NOBS . .. , .. -. .. - _ .. .. -COPE END OF W-FLANGE .. _ -NEW HEADER BEAM. F . .. - .. - ROOFSHEATHING:SEEROO - - . REAM TO FOLLOW ROOF , .. •. ''� a .• - .. • - - .. .GEOMETRY ` I' FRAMING PLAN NOTES E�W _ .. OTUBE -- - "SON •fTG*SECTION @DECK • 5� .. .. ... .. - .. - .. style:3Yc.y.-0.. R7 ..• I I R � Q. OOF PAFTE0.5 SEE PIAH 1 I - - .. .. . Lu U v7 .. ,. . ".FRAME@ir O.CINAREASOF, I . . . .. .. .' PRE-MANOFACNRED TRUSSESIIF APPLICABLE). `. • - 1.. _ .. ' ' •. -« .AND ALIGN TRUSSW/SND,TYP. SILL PLATEBANCH011 BOLTS ' • '' ' • - _ ., :. - ::': CONTINUOUS SILLPIATFS FASTEN W/3b DIA A30)G0. - LVI LEOGERAND FASTENING;SEE O -SPLICE OF.TOP PLATES. P.T ANCHOR . TYP: 'LAP '' .. .. ;� A'ANCNOH BOLLS W/HEN HEAD@3'-0'O.C.TYP.AND tl-E'FROM , ROOFFRAMINGPNN, - .. .. .: .. _. - .. EACH END.,TYP..PROWDEB•MIW EMBED.DEPTH INTO NEW .i .. SCALE.1.•1O - - _ LVLLEWER AND FASTENING,SEE, . . .. - •. .. _ - .. .. ,. , .. _ - CONCRETE FOUNDATION WALL PROMOE 3x3•xY.'STL BEARING PLATES T ROOF RAGTERS,SEE PLAN .. ROOF FRAMING PLAN..'- • , 5 I IN D.C.)@ EACH ANCHOR BOLT,TYP: -IISS AxO><Y STEEL COLUMN, .. .,y .. WAIL/WINDOW YSTEM ABOVE,SEE AROL. _ .. .. NECTION - 6 ON DETAILS - - REMOVE EXISTING BAND A)IST: , S. ME PLAN),CoNT.TO SELL - Y.•DIAASTM A3OGR'�A'•ITHRUBOLTSORWELDEDON��•. .. .. 106 IARSJFI@N - _ .. _'. - • - _ - .. .. THREADED ROD 032'O.4 W/HARDENED WASHER ON - - - ., .TYP. SEE PLAN fORt '(HANGERS NOT SHOWN) • FRAME NEW LVLHEADER RUSH W/' E%6TING.2Np FLOOR TS.TYP. . - - - SR EMBED PLATE FOR SR COI ABOVE,'SEE- � w- UNNF�aWii.tad PLATE.SENILE F1d5T5 u�5TRI6TLN2 .� T.O.CONC IIEF.WALL ELEV:99'AY.' W/OMBEIILOI(SCREW TO RATE,W. M13�02 ItlY NOTE FOR DETAILS - - .. - • - - - •• .. ' PSON Y• NOR:IYPIULFON WALL REINFORONG NOT .. SEE ARCH:FOR PATIO( Ii . 280L SS STRONGA3••-0.,PROWDM N EMBED.DEPTH - M . SNOVMINTNGDETAIL .' •APRONSIABAR�AS ,II • I coxcRERwAu.NOR:sfuaNcofmAxcLEAsxEEDiD: - - EAVE FRAMING SECTION.@.STL BM-.( '\ FRAMING 'SECTION' NEWyTNIQLAPA-FED , : .. PROVIMM - W/ -. -D3/fDh01$ > a I .ANCHOR <'EW Otl MLARGTALL ANGLE PLYWOOD FLOOR SHEATHING -ENDS. PS @ 12'O.0 VERTICAL CENTERED IN IT CONCRETE - . CONNECTWRSA-LAMPCEMEND • .. //\/�/%/ FOVNRA110N .. VM(2}G'LONGTIMBERLOR - - .. \•\\.v •. p5@1R'O.0 HORR„TYP.:PROVIDE DEL R5 TOP B.ORS'- ROOF SHEATHING:SEE ROOF- .. .. SCREWS TOIMBEAMABOVE, '- - - FRAMINGPLANNOTES '� °. •. - - ONEFFE EACH FACE PROMDE - -.. `RS@12'O.0 VERTICAL DOWELS.CENTERIN FTG/WALl?... - .. .. . .. :. 3•END DISTANCE ON POST • : .. e q _, - .,-:- ' - - LAP 20'W/VERY.WALL REINFOPCING,TYP.ALRRWATE SIDES DIAPHRAGM LOICR • E%(STING WALL STUDS@16'O.0.. •�J y '� lj .. .. • -- W/HOOKED ENDS.TVP." ' - EXISTING PLYWOODWALLSHEATHING. - ! . ,. .. IB O.C.TRANSVERSE RARS. NOTE: •- " , ' " " • :PROVIDE CONY.ASPHAIO[BOND BREAKER COATING,TYP. - CONNER BLOCK TO LVLVM�IW - TO REMAIN a. _ .. .: NAILS @ A'O.L;STAGGERED • -FRSDE MOISTURE ' (K}115 ConomNGITUDINALRA0.S, 30'. °.' SEE PLAN FOP STAB REINFORCING,TYP... DOME FMMRW EDGE. -.. �1- M.R B' I BTWNLVL/VERSANCR BOROM,EQVAILY SPACED. - DEE SLAB KIT.O.ASEME T - DIAPHRAGMEDGENMLINTO NAILING,SEEFMMINRO NOTES SHE ' MARRNIS AND CONCRETE ION - WALE.TYV. - T.O.F.ELEV,• E a 1 EXISTING T.O.BASEMENTSIAB 2a6 BEVELED BLOCK ROOF SNEATHINGOTESROOF. O LJ CONNER SIMPSON L. FRAMING PLAN NOTES BELOW IXISTING _""_x ^yi -r .. _ - W - LVLGIRDERB�AM, - - - F.D.CONC.BASEMENT SLAB -u"--ate,.-u..= -==_I "- - ANGLE,[LIPS@36'O.4 tl-IV SFE RAN - - - - - -. / / � \� �\/J. 2+RIGID FOAM INSULATION W/25 PSI Co. TOP PLATE R FULL _ F O ., - .. MIN COMPRESSNE STRENGTH(E.G. DEPTH SOLID 2a BLOCKING .. .. .- -CT / VJ W c, § - FOAMuw=s0Y OMM CORNING, BTWNRAFTERTAILS _ .. aROOF RAFTERS,SEE PIAII . ° •VERSA LAM POST.SEE PLAN � - - _ _ SECURE Vw SS'd0.•B'LONG SIMPSON TRN HD' '•. .. ' OR APVROVED EQUAL) - "\�\ SCREW ANCHORS •. • .• .. - at - - 012'O.C.T000N4 FONWALL.CENRRONRTST ACCEPTABLE PROOF ROWDSOILS OR hRAFtE0.5@16' ^ �p FACE,COUNTERSINK AS NEEDED. - - \\'\\ COMPACTEDSTRU ELPI. LL .. ROOF RAFTERS.SEE RAN \\ _ /\////\// //\ ./ CONNECT CONY,TOP PLATE / /�\/ \�r��. -. VM ALONG TIMBFRl01( NOTE SCREWS@B'at, HANGER FOR ROOF RAFT RS,EE 30' WHERE THIS SECTION lS CALLED OUT AS'SIM.ON STAGGERED Y _ PLAN FOR TYPE 6 SIZE PLAN OMIT INTERIM STEEL$NEU AMU. NGLE AND LVLLEWERANDFASTENING:SEE O.. .. FRAME FLOOR JO1515 PARALLEL TO ION WALL . .. - . ROOF FOAMING PLAN i FDN SECTION & EMBED PLATE/ GIRDER SUPPORT' SCALE,Ill- • -- - 8 - - FOUNDATION WALL.SECTION - FRAMING SECTION.WEAVE �FRAMINS SECTION @ LEDGER �' s .. _ . scuE:vA•a•-0•.,. - 6. scALE:r=r-0•,' �F sca.e:ra'-0'. • f . . . OVERLAY DISTRICT• _ 4ei , �� WP d State. Zone II l y ��j ��-, k I3 c�' '`.:. Re tricti. u A, 1 Estuarine Watershed Overlo o DiOt ect y Dis .; R POD Bourse Protection Overlay Dis it � f, r , ZONE: . " _ft c , RF 1 a •. k Area (min. 87,120 (RP00) Fronto a (min)) 20' �I E ' Width min) I' : ti ,' I Setbacs fl ' Front 30' s {t '3 . Side 15 S �/ '� .Tgt �4 Rear 15' � FLOOD ZO11 NE: R 3 t ' Area of Minimal Flood Hazard Zone X I. ,. Community,Panel No. `: L0CA'1 ION MA�7 .: 125001 C 0544 J July 16; 2014 Scole: 1", 2006'f: N LOT i43 ASSESSORS,REF . N/F Map 118, Parcel 135 T h eres1. d L: Garre t t ,.:. LOT, 55 N/F COMM ;23 E N �6 2 ss ° 2�3 ' Existing J 92 Sep tic J #2000-681 9O 0 �, .. II .. . i I M:�.W1 I,bm 107.7' °o . . EXpoo�g `° . 105.6' - -' , See Note 3.PR , . OPOSED II ... . :ADDITION . :...: : ; �.. 30 6� Existing Dwelling �� ' �h .°"� 63.2' . A -_ N . - - - - Iv) O Existing .. Driveway ON/M�", . (See Note 3) I" ".) II . . � I, 11 .1 . I . OT 142 _ .1 I . 1 . I I .1 . . I .. . I . 111 . : 1 1 1 I ' ' I �. - L: . 11 � 1 . 1 . � ,_11.111' 1 1 � I. : . � - I - . ' I I . .' . 11 . . . I .I I 11 I �. . . I . . I I - 1 . '. .. 1 . ..- - _ � I .. .. 148; 164 sf . .1 I. . .1 1 . I . 3. 40fAcI. . . . - . . O I - .. 218.6' 11 O O T . . O N L,� . O i1. (� LOT 141 1111. N/F /�/ ' `9- 6 .# Barnstable Land. 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I .�,.. , I I . � . - I I . . . . ,. . � � 1- � - . . % . , � I � I . . - - . I I . . . I I . . _� I ,. . .. . � � 1:� . 111 . . � .I . I I I I .1 . . i _. ,.�, . % -.1 . � . . . -.1.1 I � 11 . 11 � -1, . . . 1 - - I. . . . �:, .: �. ' ' I . 1.� �� � .."' : I.., I— � . . . . � ... . . . - I .11 � I I � I . I . . ,,� � . - , - � . . . I. . I 1 . - I . . . 1 I . . . . 1 . - ' '. . I . .. - � . � . . . I I . I I II.: .11 1 . . � ,. . 1 -1 . -, .11 I � I I I .. 1 . I I I . I . � ., : � �; - . . . 1111 , . - I I ., I 1. - � I I 14 . . . 41 � . I I � � � . 1. I I - I 11 . .. . � .. I. . I I I - �. . I � . 1. . 1 . I � - . . 1 . � I I . . . � � . % . � . I .. � . . . I . . I I . � - . I I . . . I I I .. . I , . 1. I . . 1 ' '. . I . . . . .. . . . . I : � 1 . . I . . I . . I '. � I-- 11 % . . . ..- � � . 1 . I I ,� � _ . � � I I I I � � . . I I I . . . . I � I I . I I . I . . . . . . . 1. I I I I I � I I I I ��. . 1 , I . I . . I . . , 1 . I . . . .: ,. ' '�' ' . . . .. .. ... �. , .:. ,..'�. I - ''I . . . . I - �. - % , . 1. � I I ., %. . I 1 . 1 %. I � . . . . I., I I � I 1 - ...' ': � % - 1 . ..I . .. . � I � 11 I 11 . . . . ,� - I.. I . . I 1 - I I ., 1. 1 .I .1 1 . � , � : : I I . . - . 1 . - 11 . ., I I � � � . . ., . 1 � .11 11 . 11, 1. 1 . . . I . , . I .111 . I I — I -' . I— -, p . I � I � 31 ,�''. I . 1 I 11 I 11 I I I ..I . � 11.1 . , I - . � . . .. 1. �,_: . . I . I I I 11 I 1 . I . 1 I I - I � . , . � � I I � I . . I I I . - 1 , I - .1 I . RENSfON: U ate Foundation 04 Of 5 . - :'-. .. . 111LE: - PREPARED-BY.• - - PREPARED FOR: N01ES: - �.�,,..,.�: .I.� . . Site Plan . f ,/,/ 1) The property line infarmom.n shown was PropoS6 Addition • �, & compiled from available record Information I.I...�I I'�1,�I...1..:,�-,..I.'1.::.��-...-�1.'1.1...-:I,...I....:_I,.�.�-:..��:�...�.1.�1�I.I,-.:� + -.•. S�li1%n .ciQ ]� Do d Mc('iraW : 7.) The dwelling-was located from on'on.I.;-.1.I.II.�1I..�I.,...-..��.:���:1 At to d -�:...�I-�..."II pOq�mµ.br;m.71yyp�gy„�,pp�. e grown survey performed fn -qI,,.1 I.--..*�..�.�..1I."I-.:II I.-I.�..I,.�-.i.�..._�.I.�.I,:.. .._ :44 Seapuit Road .. «�. May 2000 . Barnstable (ogtie) ::Mass. Draft '� o xs.1�I,.I_I�...:.._....�.I�.I.:;_.�.:"2.�..I...�.'..,I.I.1I�1....,..�I`.-"I 1 I I1...I.-..-.. I; 3 he driveway, ° DALE SCAM „ Revew:, PS IS and are approximate e: October.9,,.2014 1 =, 50' -. Pro t 98068 .:. I � a.. ..: are from G V I 4 JF ti z � i a 6 Z Y a C2 V Q W 0 0 U 4 y r �y e� { I4 js I � ' x4� �ck C W �R> ,q B 5 A.5 A•— F r F OUTLINE OF a ���.� , : • � 2' q" ' 13 °I° ' WALL BELOW p ui uj �,w^ �. -' Zoe -- Z -_ Q Q - ZdCY `. � w a'z w muwaOZoZO Ir S H- a —Z W U7HLLJ z � LJ -_----- - -- -- - -- --- - _ Of z- aovo-i O Z�o z o u W Q oD 3'-5 i/2" y I , G " • I. 15 14 13 12 II 10 9 8 5 4 3 2 I 0 DN W � ! CLOSET - t6 BATH _I i , _• SECOND FLOOR Ll/,�' FAMILY ROOM I " LOFT �� —41 co wcQ cli fi o 0 C6 a f O LINEN 'II I oOD w cc ttl w C C' o \ \ CLOSET CLOSET - �� _ r BATH I 'f'-O" KNEE-WALL � f _ C a Null ill I I ill OUTLINE OF - - WALL BELOW ` y - \ r. X ,f f N 1 t _ \ � Li- BEDROOM #2 BEDROOM u3cr BEDROOM S „I co e V rr p r iJ GAME ROOM j �✓ ro �lK I , i 3 , . 1 41. 1 E /\ 7 D ` I A B uj 1_l_1 p % 4 t: ul uj 73 t o . i °` ul I l , f k f f 4 C i m (T j Q N N NOTES: • I. ALL EXTERIOR WALLS j UNLESS OTHERWISE NOTED. N SHALL BE 2XL a It' O.C. • 2. ALL INTERIOR WALLS }- SHALL BE 2X,4 9 V D.C. W UNLESS OTHERWISE NOTED. _ mom t , i ------------ 3 I p - j — 1 rF-------------------- i 0 C 1 1 !✓ ��J A.5 1 1 ' GAS LOG W INSERT A B i I FIREPLACE z cr. D 1 I ( / ✓ S- GRE,, T ROOM (YAULTEO) _ SOW I I )- o o � w I I I N a rw BLUESTOI`1E BLUESTONE PATIO Way, Qo PATIO T - --� is ; ax < T-4„ KITCHEN CLOSET woa o j / - - --- --� ,� -- - ------- --- / - ----- -- - / ---.-- / 1 I 1 r ui i i 1 I I I `e �•'- =In � Q- C w Uwa (iZuj , 1 I o m uJ -- - BREAKFAST ISLAND NV)TO� , a 2448 i i i 0O d e w F-z m d i i i o o° \ /�' 00 z cwr 001 i a- o 1 1 \ \ LAUNDRY 1 1 W 8' 10" MASTER - -BATH ----------------------------------a-------� // ,' \` 0 BEARING WALL DESK S- up ON -------------------------- ail28L8 I ! N FLUSH BEAM � �. .� �' 'C Z l� ----- — --- --------- i --- -------- - - -y -- -- MASTER � m I , J : r_ �kk MAKEUP COUNTER BEDROOM I n �cm, _ `ri 5'-2 I/2" O BEARING WALL '�% ' \ ^�/ \`�`\ ♦\'/ /; ` �(w� { a- (VAULTED) I f---- ALIGN ' ;r �, ?<< \'� e'Y�� / �j VI Wt �? 0 2LL8 I I 2LL8 1 I �;' 8- \a1 `\ x 1 1 PANTRY `. > A w CLOSET nl CLOSET ENTRY/MUDROOI"(,,/ \4, ,,' ��2LLe MAIDS ROOM ----------------------------------i------- \ 1 1 3- BEARING WALL `' s U' I ! CLOSET 1 BAR I 1 ' �0 LINEN I - -------- --1---- 'o no WC ,y� L 4=1 1111111111111 Ili W/ H11111POWDER � ' LOSE --------¢� •r' 1 _ CLOSET <<e '` ;' <<� a �- - _ 10" BATH \♦� '` — ALIGNL.J me 3'-10" `.♦ -- - i 'i 3' O" 2' 4" N j4'-�„ / y, K v`v`v ♦ I ENTRY FOYER 8 -lo , .♦ ' -- , ,\ \ LIVING DINING 41-9 1/4'` _.. ROOM ROOM »: DN a , • / 10' TURNCRAFT \ \ ` / \\ \ 1 ' n FIBERGLASS COLUMN ` / ` ♦ryJ / \ / 3' 0= CA T!BASE 2 CAR GARAGE \ v / ♦ V I \ NL u ,^� E i ♦ (�N-51 NY ul ,�- -- -/- - 181-91 i \ y r. \ z j \ \ ' t HOUSE SQUARE FOOTAGES: MAIN HOUSE f, o\ -FIRST FLOOR 3984 aP �� ' Lu -SECOND FLOOR 1148 ar TOTAL MAIN HOUSE 5154 sf SECOND FLOOR FAMILY ROOM 911 sr GARAGE -LOWER LEVEL 1040 sf -UPPER LEVEL 1040 of TOTAL ENTIRE HOUSE 8811 st i { J 4 0 NOTES: 1. ALL EXTERIORAL I WALLS SHALL BE 2X4 S IL' O.C. •r «l UNLESS OTHERWISE NOTED. Z N 2. ALL INTERIOR WALLS SHALL BE 2X4 • 1&' O.C. UNLESS OTHERWISE NOTED.- o iIL f ,. O - ES o • �D o . L Water Supply FarThis Lot is Municipal Water DESIGN DATA o 2 Location of Utilities Shown on This Plan Are Approx. Single Family-5 Bedroom o J At Least 72 Hours Prior to Any Excavation For This With no Garbage Grinder • c ,� Project The Contractor Shall Make The Required Daily Flow=110 x 5=550 GPD •� • o ° • •• \ Notification to Dig Safe(1-800-322-4844) Septic Tank:550 GPDx200%=1100GPD , :• �o .b, Use 1500 Gallon Septic Tank The Cont/actor is Required to Secure Appropriate) p J o Permits From Town Agencies For Constructiola LEACHING AREA o Lot 143 \ \ \ \ \ \ \ \ \ Defined byThis Plan. -„ 550 GPD/0.74=744'SF Required 4 Install Risers as Required to Within 12 of Sidewall =202+44.)2=224 S.F Finished Grade. Bottom Area=12 x44= 528 S.F. Il. 752 S.F.Total Provided { _ ,. '" 5.All Structures Buried Four Feet or More or Subject• f to Vehicular Traffic to be H-20 Loading. LEACHING CHAMBER DESIGN • y . . Septic System to be Installed in Accordance With All Pipes to be Schedule 40. Use 9: •♦ f, / , 3" E —_ '. \ \ \ \ \ \\ \ \ 310 CMR 15.00 Latest Revision And The Town of 5 500 Gal.Leaching Chambers Ina ? e • �t J*41/ N �6.2f 2 , —— N ----.r�► \ \ \ \\\ \\ Barnstable Board of Health Regulations 12'x 44'Washed Stone Field as Shown ° ;, I 273 .�.,.,../ , _.71 \ \ \ \ � �\ 7. All Piping to be ScIL 40 PVC_ .. LOCUS PLAN ' � _ \ \ p� � b gpx \\\\ \ /�+� \\� \\ 1 Scale:.I 1- 2000I / `� \ \y\ \ \ 1 Assessors Map 1115 Parcel 135 �, �� h , ,l 1 © s // CAI- .. 7 / / I I I I I ( I I / / / FG.40.25 F.G.39.0 I It I I (< 38.2 36.5 <q\` ��\ \�./ -rook f.►o•✓` . // / TopEl.37.5 1 \ \ \\ �� / / / ` ♦�' ,101 / / / / l 1 I I 1 1 / ///// pti�ank llon 71 t. Bot. 1 ♦ \\ \� \ \ / / / / , / / / / $/ I // // 36. 36.7 Bedding as 7.5' / Ejector Pump in Per Title 5 - 30, .� // // / / / / / , / Basement 1 1\`` \\ \\ \\ \ \ ` \ \` / / / ✓ PROP..47 8 R.W/F /✓ / / / / / / / / 1 \ \ \\ \ \ / / DWCLLI%G- \ /, / / / / , / j / Bottom Test Hole El.27.0 'r=.�: 2 5 --' / / /' / / No Ground Water Ob:ervsd ✓' \ \`\ // / `� >, " �/ —/ / (MAIN HOUSE) \\_ _dl� DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM �3p \� \� \�\\\`` \` \` � / •�,/. �C ... -- / / // 6 /��%llfl I / // NOttOSC01e _.__.._ . .. . j �`Y �I\ \\ \ \ = \ \ _ �_ _ '_ / //�T-•\ ` =�- - / // / ' l r G/ 1 I Filtera�NMM1 /III ( The Proposed foundation shown hereon complies T //1 \1�, ....:. _.-// 1 1 I 1 / / / with the sideline setback requirements for the Town within the 100 ear _ of Barnstable and is not located y ` — �- / 11 f loodplain. � `li`r` sw I'rMw - �� CROSS SECTION OF CHAMBER —�` l � ~ / /�/ , i p, \ \ ♦�\ 3M TH-1 EL6V. 37.0 _ � 1.,--� To SULK / ` I 1 I 1 \ \ 's•► \ \ \ \ \ /////// / . 3L \ \ ` \ \� O PINS N EDLE S/ 000p — \ \------ // / / / r. / / \ \ �� A COARSE SAND SOMC- 1 ,� \ \ \ \ \\\\ \\�"'► \ \ LOAM IOvR 5/6 C 77 // / / I / \ 1 I \ \ \ \ \ \\ ►-. -.- \ \ \ \ ` \ ` +�-- / / // / / /// ✓ ` \ t3 oA R S is SAND / to t.�(. PAV1t4/;81-ocx TOP OF WAI`L- 2e SWAM L?LEV. 40.5- I ` —J%// �/ Lot 144 1 \ \ \ ?S� ^\ \ \ \\ �_ �- -.--/ ! �/ !/ / / / / / / / /� I P `\ GRAVEL-10VR 7/'•1 ' \� = ` ------�/ /// // // // / / / �'R-2 -._ ..- y'1 TH-2 EL6V. 37.0 A Q 1 \ \ \ - . \ .. ._... ^ ...►• i / /� / f/ / / "'. -' Vl' LEAF' MATTER/ O PINE NEEpI-6S 1� ', / / GO/sR5E SAND \\ _ -_ _- __ / / // / / ' I A SOME LOAM IOVRS/8 ! \ \\\ \\\ \ �� ` �� ' \'\�\� // 3 I /� 12 C.OAR36 SAND \` /%/ \ \ . `� 9�B?�`` ` ' .` ` � • / - „ \ ;---��,._. -- �, _ COARSE SAND �►.�� WALL SECTION -� "- i-- r-'- -_ 7'_ ^` C GRAVEL. I O,1 R 7/'/ ' l4c — \ �// / — Lot 142 / j 120 Not to Sca le `'� \ \� / /'�'� / Q q ,t \ D�RGOLATI©N TEST 48, /6'T�.;Nei f / CLASS 1 MATI¢R Lot 141 IAL. a H= 3 ro 11 T� P • �` / 1'l2�21 �'4� � •/ LESS THAN 2 MIN/INGN ' If - v - AL B7 No WATERN COLiNTl:D PLAN VIEW .................................................. — ................... 'q47— _ . DATE: 10/OI/9y ........... Scale : I" = 40' S�GAPU T ROA® N o• g544 """'••• - ENGINEER' SLiI.LIVAN MNGtN ER-1N INO 7RME1-41.84'NOVD ——————————— wlrr,ass: D.MIORANDI —TG�a� L3.o•r1• Tag Bdt on Hyd ,>p 289 —— ———— —— ' l � qq Ttle: PREPARED BY: PREPARED FOR: Notes/Revision: SITE PLAN a C�S�NI U� � Sullivan ]Engineering, Inc. p DAV I D M c G RAW �m Cb PROPOSED SEPTIC SYSTEM PO Box 659 7 Parker Woad 21 OXNER ROAD L Osterville, MA 02655 Osterville ti',� 0655 CENTERV I LLE , MASS. I LOT 142 SEAPUIT ROAD q (508)428-3344 (508)428-3115 fax (508)420-3994 (508)420-1V,-5 fox" AL o OSTERV I LLE,MASS. 40 0 20 40 80 160 Fleld: Draft: �- Date. Scale: move MAIN HOLISE 51512••nC. SYSTEMTO Comp.: Review: /Zy/Oe cjmiblwG WITH POOL. 4101.1SE a FEBRUARY 03, 20P� AS SHOWN Pro # Drawing # REVISION �/11/0o AOL�GD POOL HOUSESaPTtG SYSTEM 6� :k ry 9 90 6:)g l.✓ 1.Water Supply ForThis Lot is Municipal Water o Q 2 Location of Utilities Shown on This Plan Are Approx. ° GJ _DESIGN_DATA At Least 72 Hours Prior to Any Excavation ForThis •.,• ee 0 \ Single Family u7 Bedroom Project The ControctorSholl Make The Required V •o• .• \`\ with a•Garbage Grinder • Notlflcat„on to Dig Safe(1-800-322.4844) _ b ', Doily Flows I10 x 7=770 GPD 3 The Contractor is Required to Secure Appropriate ' Septic Tank:770 GPD x 200/e=1540 GPD q P , - \ `\ \\ ` \ ` \ \ \ Use a 2 Compartment 2500 Gal.Septic Tank 'Permits From Town Agencies For Construction n °o Lot 143 ♦ ♦ \ \ �\\ \ \ \ Defined byThis Plan. 98 o \ \ \\\•,\ \ \ \ \ LEACHING AREA N 4 Install Risers as Required to Within 12 of - _ 770 GPD/0.74=1041 SF+50%=11562 S.F. Reg d. Finished Grade. . _ ° • .• ,' Sidewoll =2(12'*95')2a 428S.F. . •:' S.All Structures Boded Four Feet or More or Subject- Bottom Area-12 x95 =1140 S.F. I I - _ 1568 SF.Total Provided to Vehicular Traffic to be H-20 Loading. • li . • t} __.� \�\ ` \ \ \ LEACHING CHAMBER DESIGN d Septic System to be Installed in Accordance With ' s • i' / •Z) 23 ,µ -- -�` "; \ \ �\ \ \ \, \ \ 310 CMR 15.00 Latest Revision And The Town of �•1 •, r 76 --— t ry qt \ All Pipes o be Schedule 40.Use N 273 \ \ Barnstable Board of Health Regulations 2 / b � •'\ � \ \ \\ \ 5 -500 Gel.Leaching Chamber t ' i Pat � At:y \ \ InEochWashedStoneFieldasShown. T. All Piping LobeSch.40PVC. LOCUS PLAN \ s /\ \ W shed Stone Fields to be 12 x 44,8 izre8 river \ \ \ \ 12Sx 5I' 8.Septic.Tank Shall be a 2500 Gal.,2 Compartments. % The First Compartment Shall Have a Volume of Not Scale:) = 2 000 0 1 I 1 Less than 1540 Gal.And The Second of Not Less Assessors Map 118 X.,k, I Than 770 Gal. e . / •a o� ��.�� � . , \ \ \ \ I I Parcel 135 �p dP.� ` i i \ / "\\ M �sO (� '� 'o�+i ;• / I tz ' I I I I I I / I / 1 \ \ � o- � � � \ '� C � �.• V;� 1 I I I, I I I i�I I I 1 FG•40.25 J . // F.G.39.0 n M .. 1-'� _ 11\` \ ? cf s s�� // l I ► i I I I / / / ,/ 38.2 1111,111 3s.5 \ v�dAl'1' / /' `\ / �ti / / / / I l / // // 37 I Too EI.3Z5 .01 �\ \ \ p l l / 00#: / // / / / .� l / I / //j/ / 36 36.T Bat. 134.5 4 / / / / / // / / // ' I \ \\ \\ \ Lipp s / / / / / / / / // //� in Bedding as , 1 \ '4 Y / / // / Ejector Pump 7.5 I \ \ \ \ �\ / / / /. J l/ • / l Basement Per TNIe t3 a+ / Gal. 2 Comportment \\` \ �\ MON.7 9R:W/F / / Septic Tank 1 �S \ / DWELI.itiG• .0 / I \\\ \\ \\ \ ` , / \ / / / / / / Bottom Test Hole E1.27.0 , ,F;'I2.5 / / / / / j // / No Ground Water Observed / �/ , /.- / /� /� // , i i (MAIN HOUSE) _, , / ,/ / �< / ► ,/ / DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM / / �/00, Not to Ole C=Fmw Groh 110, .01 �- ../// / ' I / i�l l l / _ _ .._- _. _. - - - 1IN•► OMrMM� n11 I � rb Q — —— - — �" / ` _ / I I 1 // / / / The Proposed foundation shown hereon corn lies,_ ' ,!,.*►.q sideline set back requirements for the TownZ. IM-e1 / of Barnstable and is not located within the 100 year ' v 1� / / /•?o� -- \ \\ \ \.. _ — t3, / / flood lain. b cMrri. \—— —_—_ '� CROSS SECTION OF CHAMBER • �i I I \ \ \ \ —— — \ a \ \ 57.0 SNOT 10 UAL4 o LmAF MA7rr17R/ �"'— , ———— \ f'INs NL�EDI-Es -_-- \ _--..� // / / / \ COARSE SAND SOMS \ ----- ��� f / , ///�// \ ` \ LOAM IOVR 5/8 -- 01 7 // / / /\ � _ / / , / / - \ Co,�►RSE SANG / PAVIN613LOCK TOP Op WALt- r \ \ - \ \ \ - ale- 5 - / "- 20 5- \ N \ ��-- \\��\\\\ \` --_/%// / // /�� /� // / // / e-- \ COARsa SANG SoM� swA�r3 et_eV. 4C. Lot 144 1 \ \ __ 1 — \ \ — ` \ \ \ \ \\\�2g_ �r -\ -� \ \ \\ -� `----/ / // //// , / / / / / // a. o p -� u C Gp�VEL_-10YR 7I`f ,�Ila a �o 11 1 \ \ \ \ r \ \ \ �.. / / // / /•/ �• -� -... \ \ � \ ----=_--_�/ / // / /// / / y TN, IC-2 @LTV. '$7,O Q •`� \ \ - •__ / - Or LEAF MAT TEIZ/ N. - - NEEp1-BS / O. \ �'�— // A COAtZSC SANd ,b• , S --`` --`_ '—_\�'��� `— i��i%/,/ %/ / ''..•• d OME LOAM 10YRS/8 rY _._ . t \ \\ \.. \� \�\\ `- '- ` _-- \`--- --- � / W I /� 12 C.OARSS SANp j''' - \ COARSE SAND SOME ........ \ , -- — �r�- --f i C, �RAVML. loyR /y WALL SECTION _____ \\ / / /� _— / Lot 142 \I MCI Not to Sco le -► �` / / r� q p ,/ DERCOLATION TEST - 1.34y— /�// / l 40� 6`FJ.40AA f / LOt 141 C•LAS5 1 MATsR1 AL OF • \.................. --- W /i72.,21t - _ D7 N o WAT N D � AIsPTH= :Stoll / LESS THAN 2. MIN INCH �s I EW -- ••.••��� / DATE: 1 /O /ciq �� OU � ��D�" �P4 i 0' ROA® No: 4ay4 CIVIL ,;� •_ _ ---- t=_NGINEL•R; SDU1-L.1VAN MN RANDIGtNMEfLIN Q O TBM E1a41.84 NGVD 1_ ----- N ! •~ Tag Bolt on Hyd r/ 289 -'------ r...... wls r=s5 C.. O 1 r Ttle: PREPARED BY . PREPARED FOR: Notes/Revislon: SITE PLAN Sullivan Enginring, In . CkIPOSLIN DAVI D WGRAW PROPOSED SEPTIC SYSTEM Q PO Box 659 7 Parker Road 21 OXNER ROAD LOT 142 SEAPUIT ROAD Osterviile, MA 02655 Osterville MA 02655 CENTERVILLE , MASS. (508)428-3344 (508)428-3115 fax (508)420-3994 (508)420-3995 fax OSTERVI LLE,MASS. o 40 0 20 40 80 160 Field: Draft: I0/2&/00 INCREASED 4s. OF:1 MSd�•ApOL�r3 yARBA`� GFtI>vb �. Date. Scale: _ Comp.: Revlew: /2y/�� oM�11.16 WITH D MAIN ytTDOL. "ok"be ysTE�nto FEBRUARY 03, 2000 AS SHOWN Proj # Drawing # ReVISION 1 7/11100 AlooriD POOL HOUSE SEPTIC SYSTEM 9 o e