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0052 CAILLOUET LANE - Health
52 Caillouet Lane - Osterville A 164 - 012 410 iJ A t i f `k 3 s, ASSESSORS MAP No. No.--•��.5----. .I.�'� PARCEL NO: 12 Fsa.... .. ......... THE COMMONWEALTH OF MASSACHUSETTS t BOARD OF HEALTH TOWN OF BARNSTABLE Applirativit for Di!ipwml Marks Tunutrnrtiun runfit b Q6 e-A�PG Application is hereby made for a Permit to Construct ( ) or Repair an Individual Sewage Disposal System at: .... 2- Cam► 6..............................................T LA ------- D -� z.�r►L ..` / Location-:\ddress or Lot No. G— ... .�-_.-.__ — �+ ... Owner Address w Installer Address �L5 Type of Building Size Lot--- PA. q.Meet Dwelling— No. of Bedrooms---------5-------------------------------Expansion Attic Garbage Grinder A* aOther—Type of Building ---------------------------- No. of persons---------------------------- Showers ( ) — Cafeteria ( ) Other fixtures ---------------- -------------- - - w Design Flow--- J ................. ...gallons per person per day. Total daily flow...Mo---- 4,4a..............gallons. WSeptic Tank—Liquid capacit gallons Length---------------- Width._.__.-------_- Diameter----_---.-._..- Depth................ x Disposal Trench— No. _. ............................. Width... Total Length_._!2�_?A..... Total leaching area--- M.......sq. ft. Seepage Pit No----------------------Diameter_-__.---.-_-.----. Depth below inlet.................... Total leaching area..................sq. ft. z Other Distribution box Dosin ank Oq> Percolation Test Results Performed by.._ AtX.X7r_--"JA-tC.....1,11C----------- Date.... ./.3/_'�..Y............ 1.4 Test Pit No. 1_,L_?_....i.minutes per inch Depth of Test Pit-.-.-�1.._........ Depth to ground water---1AQT'.F�NZEWXD 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water------------------------ ------------------------------ Description of Soil.. Q. - -----------•---._... x U •--•-----•-•...--------•--•...-----•--•----------••------------•-----••••-•---••••••-----•----•-----••-----------------------------------••-•---••-----------•---------•------••--...........-----•--••- w U Nature of Repairs or Alterations—Answer when applicable------.......................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compli ce has been issued:by e board of health. Signed --- --------- R. --..... �. 4 ��. ,y.-`���,�✓ Application.Approved By ---------()A�. .......................:....--- ------------ -------------------------------- ---�.---.. e Application Disapproved for the following reasons- ----------------------------------------------------------------------------------------------------------------------------------- ----------------_....-------- -- ----------------------- -------------------------- -------------- ---- ----------..._..------------------------------------------------------- ----- ............... .................... Date qq Permit No. ............l.. 3 i ................ Issued ._ �.�..�:................ Date >> r Fizz ........ Vt I THE COMMONWEALTH OF MASSAICHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE 4,. Allp1utttiou for Di-spaottl Workii Tomstrurtion lirrmit Application is hereby made for a Permit to Construct ( ) or Repair an Individual Sewage Disposal System at: .-- SZ C..��_�Lbu.CT`---...... d ......l _t c ........................................................... Location-Address or Lot No. :A►-tl lr-S !_ 5 t2t_ ._�_kcc c.+ _.-T...._.............c-ka....N�a ......... Owner Address W Installer Address Ar d Type of Building Size Lot..2_..�_�-...............Sq.-feet Dwelling— No. of Bedrooms---------5-------------------------------Expansion Attic Garbage Grinder (Mo aOther—Type g ------------- No. of persons---------------------------- Showers ( ) — Cafeteria ( )Other—T e of Building _______________ Q, Other fixtures •----------------------------- ----------- W Design Flow..... ______ ________ ___gallons per person per day. Total daily ...............gallons. WSeptic Tank—Liquid capacit _igallons Length________________ Width-.---------------- Diameter---------------- Depth................ x Disposal Trench—No. .. ............... Width... Total Length...►?�.7-0.... Total leaching area__3 __.....sq. ft. Seepage Pit No..................... Diameter-------------------- Depth below inlet.................... Total leaching area..................sq. ft. z Other Distribution box (Yal Dosing tank (00) \'~ Percolation Test Results Performed by...' k- �__ _v 1 �C.-......___ Date....32!;_3`_9��._ .............. Test Pit No. 1.2_2-------minutes per inch Depth of Test Pit-----V__----------- Depth to ground water---1 AQT•• ;�zvuyV��t2 f�. Test Pit No. 2................minutes per inch Depth of Test Pit-------------------- Depth to ground water........................ ---------------------------------- � .................................... --......----- ...--------.................................S................... ...... ..... --..... G_.c- ....... xescrptonooil-•-•-• -• UW ............. ........•-•------------------------------------------------------------------------- ----------------------------------••------------........----....---..........--•--•----------------- Nature of Repairs or Alterations—Answer when applicable.-.-_._......................................................................................... ----------------------------•------------------------------------------------......-••.-••-•-----••-•-•-----------------------•••---•---••-----••-•----...-•--••--•--•------.•--••--•-------•--• Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code-The undersigned further agrees not to place the system in operation until a Certificate'of Compliance has been issued by the board of health. d Si ne �. ; 1� ... -- -- ...`36..- .Jf:...... g � � � h f��.ltiU ce Application Approved B - - �.n-- --------i- ---- --- ==------------------------------- .t-- Dare Application Disapproved for the following.rea.rinr: ..� �}�r... ..�'��........................... .. ........... . ...................... r ----------=-- ....................................... . ............................... . . . ............. Permit No. �.5-- ---- 1--------------- Issued -3..- ............... Dace g �THE COMMONWEALTH OF MASSACHUSETTS a , --•� U yJ BOARD OF HEALTH TOWN OF BARNSTABLE Cer#ifirate of Tomplittnce THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( K) ----------------- --------- ---- --- --- ----.----------------------------------- ---------------------------------------- Z 4-.P`- --�----d v- T---.----- .'�:C ..... s-�-�1Z 1.►-ELF.------------------------------------------------------------------...--------- at .. �- ......... has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. ......../..4,-.-;3-./..._.__.. dated ........... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUD AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE�'� .� °� / `-� r Z--~ Inspector .. 1 _........ 'L ------ •-- --- --------- -- ---_--.-_.-._----_--- -� 1 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE No.----�•..��...-..�_.2.I � FEE.....J ...... Disposal Works Tnm#rur#uan Vrrnti� Permissionis hereby granted.............................................................................................................................................. C'q5W.^0G to Construct ( ) or Repair (K) an Individual Se,y�,age Disposal System atNo..-- �; =......(. a�(_--`•=-C---------------------------------------------------------------------- strcet as shown on the application for Disposal Works Construction Perruif No. JAI. ted _.. ..... ...-..�� ._...... -----r G !J1� ._ Board of Health DATE:------•--�`-----------------------•�--/---------- -------••--•----- FORM 36508 HOBBS✓k WARREN.INC.,PUBLISHERS fTOWN OF BARNSTABLE LOCATION SEWAGE # ✓�'��J a VILii.AGE_ dZU/�! ASSESSOR'S MAP & LOT�(�j/ -°nf INSTALLER'S NAME & PHONE NO. J Ala o9 r �9� , SEPTIC TANK CAPACITY LEACHING FACILITY:(type) a 41 .Y c (size) q t 6 NO. OF BEDROOMS 1 PRIVATE WELL OR PUC WATER BUILDER OR OWNER AM DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: s9 � y� VARIANCE GRANTED: Yes No rA 5-Tjk� 3Y.) r �)1 YL I� TOWN OF BARNSTABLE LOCATION e'� ()-//'O(jc SEWAGE # ®e VILLAGE. fo� �� ASSESSOR'S MAP LOT INSTALLER'S NAME & PHONE NO.-a-: /2 m U-S SEPTIC TANK CAPACITY l :600 11 � LEACHING FACILITY:(type)�} A1l-C (size) 4 NO. OF BEDROOMS PRIVATE WELL OR PU,*IC WATER BUILDER OR OWNER 11,41W.CAf DATE.PERMIT ISSUED: "p��" 95 l DATE COMPLIANCE ISSUED: 97", VARIANCE GRANTED: Yes No i 0 i q,LE ' 3 No: O� .r i FEE; ` 1 COMMON . H 0. MASSAC.HUSETTS Board of Health, � I MA. APPLICATION ,FOR DISPOSAL. SYSTEM CONSTRUCTION PERMIT Application for a Permit to.Construct( ) :Repair( ? Upgraded'Abandon( O Coniplete:System idividual:Components i I.ocati:on:SZ �� Owner's Name _ . Map%Parcel# , Z Address Lot# / Telephone# Installer's Name f Designer's'Name. Address Address. Telephone# s(� o Telephone# Type of Building Lot-Size tiq,ft. Dwelling-No.of Bedrooms: _ Garbage grinder:( Other-Type of Building No..of persons_ Showers(' ) Cafeteria.( ): Other Fixtures: Design Flow (min.required) gpd Caiculated design flow 'Design flow provided gpd Plans` Date Number of sheets_ Revision Date. Title I�:esciiption of Soil.(§). Soil Evaluator Form No... Narne of Soil Evaluator Date of Evaluation DESCRIPTION OF`REPAIRS:OR ALTERATIONS��/ The:undersigned,agrees to install the above described Individual Sewage;Disposal System in;accordance with the.provisions of TULE 5 and further agrees to o place the system;in operation until a Certificate of ompliance has been issued by tfie:Board of Health. Signers — Date Inspections. . . _ _.. Na. 0Ula(�✓ `� ir. f {. FEE: k t COMMONWEALTH OF �I����CHUSETTS Board i?fH 41A. APPLICATION -FOR D SPOSAL SYSTEM CONSTRUCTION PERMIT Application for ii Permit to.Construct( ) Repair( ') Upgi:ade(3L)",.AtiandoiiO O.Complete:System. �U-individual Components t Q Owner's Na ocation:522 /tea! .e- Aft� l? e e,_t .. Map/Parcel# ' �� (� P�12— Address Lot# Installer's Name `. Designer's Name . , v Address S// q% `.!// yj �ry Address ��fF/ �} .Fi�i 1��(+L�G1 U_ i/I/(.M. -f1 A''n t1>( Telephone# �Zf-q off'-"'4 Telephone# <4 Type.of Building f ao 1.4 S.C, Lot Size sq.:f.. Dwelling-No. of Bedrooms Garbage grinder( ) Other-Type of Building No:_of persons. Showers O_ Cafeteria.( ): :Other Fixtures ;Design Flow(min.required) gpd Calculated design flow Design flowprovided gpd Plan: Date Number of sheets— Revision 1Dfe_n . Title ; Description of Soil(s) t R Soil,Evaluator Form No, Name,of Soil Evaluator Date of Evaluation DESCRIPTION OF REPAIRS OR.AITERATIONS ,! /,t C 'Se //.tyz,`, l./h Gi f 1if(. s ,t ( The:undersigned,agrees to'install the above described Individual Sewage Disposal System in accordance with the:prov�sions.of TITLE 5 and further agrees to.of'to�-p'-lacce the system in operation until a Certificate of Compliance has been issued by the Board of Health.. Signed f Inspections... No. (� � � � � . FEE 77 7. COMMONWEALTH Of MASSACHUSETTS Board o f Health; A,__rAl (-1K A MA. a: CERTIFICATE OF COMPLIANCE, Description-of Work: O'Individual:Component(s) O;Complete System The tmdersigned"hereby certify that the Sewage Disposal System Constructed ( ):;Repaired (V-),Upgraded ( ),,Abandoned r hy ,()..1/t C / k /r, r1iP /h�► i Ulu Ce at A. has been installed in accordance with the provisions f 31U CMR:15 00 (Title 5) aiid the:approved design plans%as-built plans;re.la in'ig.to. appl cation No, .{g r�?�'�dated., 1�1. Approved Design Flow (gpd). a Installer{ n C i Ai 1,14 f` /'N .. Designer: 1r c//✓'(//l a �2e 4.f Inspec orb� �*^'"« . �""� Date: `7 A<�<11 The issuance of this permit;shall not be construed as a guarantee.Nthat the system.will function.as designed. 'N<.-a o k"1_ FEE /1- t COMMONWEALTH Of MASSACHUSETTS Board of Health, ;✓yr<,IA/f r MA. DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is herebygranted to, Construct( ) "Repair( ) Upgrade(qc�;). Abandon( ) an indiNidual.,sewage disposal system. at.�7. 1.14 -e— /h/l . �'�.lrQ as described in the application for Disposal System Construction Permit No. dated_ Provided: Construction shall be completed within three nears of the:date of this:p.erm�t. Al-1,local coiidnons must.,be met: Forml255 Rev.5/96 A.M.Sulkin Co.Chad0own,V Date 7) .1 1 Board of Health �c,r']Y" /. , .i:))ZI tr41, � n� REVISIONS el TYPICAL NOTES + L CONTRACTOR IGNE SITE INSPECT ALL EXISTING VS.PR PROPOSED CONDITIONS PRIOR TO AND DURING CON5TRUCTION AND NOTIFY DESIGNER OF ANY DESCREPANCIES AND/OR P E R R Y R E S I D E N C E CHANGES THAT MAY BE ENCOUNTERED. 2.CONTRACTOR SHALL NOTIFY DESIGNER IF AT ANY TIME I 5�CA ILLOUET LANE OSTE VILL MA. FOUNDTHROU TOUT CON PREVIENT STRUCTION ANY SUCCESSFUL XISTING CONDITIONS ARE f ANY PORTION OFYPROPOSED BUILDING.CONTRACTOR SHALL NOTIFY DESIGNER OF SUCH PRIOR TO FLAKING ANY i -, ADJUSTMENTS OR ALTERATIONS TO PROPOSED BUILDING AS A PRESENTED IN FINAL CONSTRUCTION DOCUMENTS. NO. REVISION DATE 3.CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY ANDWALLS/SHORING TRUCTUR ETC.TO ITYOFMAINTAIN/PROTECT EXISTING HOUSE AND STRUCTURAL INTEGRITY OF EXISTING EXISTING . 1� 4.CONTRACTOR SHALL SCHEDULE AND PROTECT FROM f WEATHER ALL EXISTING HOUSE COMPONENTS AND INTERIORS I DURING CONSTRUCTION AND CONSTRUCT TEMPORARY STRUCTURES/ENCLOSURES AS MAY BE NECESSARY TO ENSURE SUCH PROTECTION. Z S S.STRUCTURAL ENGINEER/DESIGNER TO PERFORM FRAMING p Z 1— 0\`\ INSPECTION WHEN FRAMING IS COMPLETE AND PRIOR TO W U U' 0 ENCLOSURE BY INTERIOR WALL PLASTER BOARD/FINISH. > p Z V) - F Z 2 0p0- � FOUNDATION NOTES a ~ o OU m > w� z O LL In w O I.MAIN FOUNDATION WALLS TO BE IW POURED CONCRETE w m Z KN F - � 1 O= O Q tL Z WALL 00�i, W/ 10'. BARS TOP BOTTOM.VIDE 3 FOUNDATION d=F W WALL TO BE ON 10'r20'STRIP FOOTING.PROVIDE 3Yu5 XX Z� IMIZ.BARS CONTINUOUS IN STRIP FOOTING W/KEYWAY. W Opp z PROVIDE#6 VERTICAL DOWELS 0 24'O.C. DCTENDED W-6' >>Z w 2 O W MIN.ABOVE TOP OF FOOTING.PROVIDE%'ANCHOR BOLTS• ~U,a w a z U 32'O.C.MAX.MIN.7'EMBEDMENT W/3'-3'- PLATE _ OU Q O�i rwr Z Q WASHER. _3:U)w c~Q p 2.ALL STRUCTURAL STEEL COLUMNS TO BE 5V CONCRETE w g ZQ O j ZO U) FILLED LALLY COLUMNS UNLESS OTHERWISE NOTED,LALLY p J p W ® ® 1HET11 a COLUMNS TO EXTEND TO FOOTING BELOW.PROVIDE bk6k46' d N Z W w O y VU Q ® T711 CAP PLATE 7'xl2'�4f BASE PLATE W/Z�'DNA,BOLTS. O=O w O U)w U Z WELD ALL CONNECTIONS.COLUMNS FOOTINGS TO BE U Ir 2 w Q Q d U) 56k36k12'SQUARE CONCRETE W/30#5 BARS EACH WAY. O O w 2 FF X W W OZUHU$wdp S.DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. 8 ® _ _ 4.CONCRETE SLAB TO BE 4'POURED CONCRETE ON COMPACTED FILL.PROVIDE CONTRACTION JOINTS V DEEP AT COLUMN LINES.CUT W/'EARLY ENTRY'SAW. 5.CONTRACTOR TO PROVIDE BASEMEN VENTILATION AS • • ., REQUIRED BY CODE(WINDOWS OR MECHANICAL) ® _ •• ® WANTA�IN 4'�-OL'L MI NIMUM COVER.LL FOUNDATION ® ® ® ® �. II II, •.',II II _- . II II' II II'' "I II II II II 7,PROVIDE WEB STIFFENING PLATES AT BE ARING POINTS OF STEEL MS TYP'� II II II II II II II II "" •' II II 5.SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL • • •. I I I I. I I I I I STRUCTURAL COLUMNS. 9.CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS.ANY MISSING, INCORRECT OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 10.GARAGE AND OTHER FILLED FOUNDATIONS- 0'POURED CONCRETE WALL W/2•N15 TOP AND BOTTOMBARS.FORM FOUNDATION ON IOk20'STRIP FOOTING. PROVIDE 20 Y6 CONTINUOUS HORIZONTAL BARS AND KEYWAY FRONT ELEVATION IN STRIP FOOTING.LAP TOP BARS TO MAIN WALL BARS. PROVIDE TRANSITION REINFORCING W/US BARS SPACED•12' O.L.VERTICALL7.PROVIDE W•W ANCHOR BOLTS 0 32' (n o rt h W e s t) O.C.MAX.MIN.EMBEDMENT W/31X3kY4*PLATE WASHER. 1:4 '^ SAFETY STANDARDS-FALL PREVENTION Q v[��W1111 CONTRACTOR TO PROVIDE FALL PREVENTION ON ALL WINDOWS WITH SILLS ABOVE 72'ABOVE FINISH GRADE PER CODE.ALL WINDOWS SHALL HAVE FALL PREVENTION DEVICES AND SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F20W WINDOW OPENING DEVICES SHALL BE SELF ACTING �I O AND SHALL BE POSITIONED TO PROHIBIT THE FREE PASSAGE OF A 4'DIAMETER RIGID SPHERE THROUGH THE WINDOW OPENING WHEN THE WINDOW OPENING LIMITING DEVICE IS INSTALLED IN DESIGNER: LIST O F DRAWINGS ACCORDANCE WITH THE MAlII1FACIURER'S INSTRUCTIONS. z PAGE# SHEET# DESCRIPTION NORTHSIDE DESIGN 141 main street yarmouthport MA 02675 1 (` COVER SHEET: PROJECT INFO.&DRAWINGS INDEX ASSOCIATES phone: 508.362.2210 2 A 0 FOUNDATION PLAN fax: 508.362.526 northsidel @comcast.net 3 A.1 1ST FLOOR PLAN www.northsidedesign.com 4 A,2 2ND FLOOR PLAN t l ry;,�. TITLE 5 A.3 ELEVATIONS COVER SHEET STRUCTURAL ENGINEER CIVIL ENGINEER BUILDER/CONTRACTOR 6 A.4 ELEVATIONS 7 A•rj BUILDING SECTIONS 8 A.6 DETAILS r,•ti SCALE:1/8" Kendall & Welch T a I o r Design s i � 9 A.7 TRIM DETAILS {,� y g CONSTRUCTION Inc. 10 A 8 FRAMING TIE-DOWN DETAILS ' PROJECT#: SHEET LL C P.O.Box 490 846C Main Street 11 S•1 1ST FLOOR FRAMING PLAN Ra 19-13 C Osterville,MA 02655 12 S 2 2ND FLOOR FRAMING PLAN F ph.508.428.4900 ron@kendallandwelch.com 13 S.3 ROOF FRAMING PLAN DATE: OF 11/06/19 13 Issued for Cons ruction: 11/06/19 GENERAL NOTES C A 1. ALL EXTERIOR WALLS SHALL A.5 A.5 BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. IXI9TING - EXISTING 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS yCICIa-9 CC rL CL - ,q y OTHERWISE NOTED. PxL'P.T.POST(TYP.) `LRI _ RI _ 3.CONTRACTOR SHALL VERIFY ®I ` ALL WINDOW ROUGH OPENINGS PD9T ABOVE PRIOR TO ORDERING WINDOWS. POST ABOVE i �\ 1 I 1 1 1 1 IW VIA.SONOLIBE W/ BIGFOOT FOOTING(BF25) I'i I'-c �'_q —�2!-7V'q '-7jq t22'-O' 4.CONTRACTOR SHALL VERIFY FOR COLUMN SUPPORT ALL DIMENSIONS PRIOR TO 'Q ABOVE( ) CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT \ / / DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. WATER EXISTING EXISTING ONEATER EXISTING STORAGE CEDAR RM. UTILITY RM. RM. FFNI5TIG CONIC:1 FFNNDN w Na WALL NO. REVISION DATE D(ISTIG DROPPED 9()2v6!LALLY COLUMNS ° - © COPYRIGHT EXISTING -v' - NORTHSIDE HEREBY EXPRESSLY CRAWL SPACE RESERVES ITS COMMON LAW DUSTCAP 4' COPYRIGHT. CA EXISTING FURNACE Y$ FFXPISFlT�G�CMU PROP.STEEL LALLY THESE PLANS ARE NOT TO BE ED OR HALL FILLED 3-4- N 9L'Di%kI CONIC, COP COPIED ANY FORM GOR MANNER COX.FOOTING(TYP.) 2'-412' ---- i : WHATSOEVER WITHOUT FIRST CL II.� ___ _ OBTAINING THE EXPRESS WRITTEN -O�'q 4 'i 4 C-3 _ '-by ti '-I� '-I 4 '-2 '-2 I i PERMISSION AND CONSENT OF I I NORTHSIDE DESIGN ASSOCIATES. r.-- 4 HALL I LALLY I __ UP 14R0 _ -- I I 1 1 I 1 ; I I I: I I I I m Q I I 72L•�'. L i i -- -- I, BUILDER: LLY ---- ----- -F I-� SD - -- -- --........ -iIIIII IST'G 9 2,10 _ 1 _ 1 TS 4444.2B•COLUMN III PROP,STEELS.5 VIA. PROP.TS 444'v 25' () PROP.T5 4'v4k26' D VIA. COLUMN ON 9L4%412' DROPPED.CUT 4 HANG COLUMN ON 36'x3&'vl2' 4 —— — I 76'STD.E5T5E PLATE CONC,FILLED ON EXISTING DEEP CONC.FOOTING EITHER SIDE 1 PROP, DEEP LONG FOOTING I I ___ t 2-4i DI ANCHOR III SLkSL412ID.CONC. W STD.BASE PLATE %'STD.649E PLATE -- - __ Tr' ■ FQ7TING(TYP.) CRAWL SPACE TUBE STEEL COLUMNS 310'-6' !2v 9i••DIA.ANCHOR (TYP.) !21 41'VIA.ANCHOR �q3� III BOLTS(TYp,) BOLTS(TYP.) PRO✓IDE NEW LALLT "' III w T IXI57Ya FL.JOISTS COLUMNS AND FLUSH t BEAMS SIZE AND _ OBL.HEADERS/PROP. SPACING WIDENED 57AIR OPW 24'_L• III UNCONFIRMED THIS DESIGNER: NORTHSIDE DO5T'G(3)2.8 STEEL LALLY COLUMNS. AREA DROPPED 34 DUI.CONC.FILLED III FOOTING(TYP.) �(33)L IFLV.u'(eii�' DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN EXISTING BASEMENT 141 MAIN STREET'YARMOUTHPORT•MA 02675 (503)362-2210 (508)362-9802 EXIST•G PORCH SLAB NO THSIDEDESIGN.COM NORTHSIDE1@COMCAST.NET iB (2)05 DOWELS (2)rib DOWELS i s TOP!BOrT. ? —————TOP eorr-�— ——_———— STRUCTURAL ENGINEER: .i.................. A.5 STAMP: I2 EA. ---------------- -------------------------- 2 EA. L4L'P.T. L ___________ ----------------- _- J ow P.T.: POST I'-L' I'-6' POST: I 2% ti PROP.10'THICK J LEDGE FOOTING 244 I I CONCRETE FROST TO SUPPORT PROJECT: CONT.WALL 2Gv10' MASONRY STEPS CONCRETE I CONTRACTOR SFIALL PROPOSED MAINTAIN 40'MIN.FOOTING COVERAGE:(TYP.) PERRY 4' t21'-4' 'B 22'-O r RESIDENCE I I I C A CAILLOUET E A.5 ILLE,MA.A.5 EXISTING MULTI 1 3/4"BEAMS GARAGE SLAB I I I TITLE I 2 PIECE` � 2 ROWS OF 16D NAILS 1 12'O.C. FOUNDATION I I PLAN I I L---------------------J FOUNDATION/BASEMENT PLAN __ SCALE:1/8"=,-D" SCALE:Y8"=T-OIL 3 PIECES 2 ROWS OF 1/2' DIAM BOLTS 6 12'O.C. PROJECT#: SHEET � 19-13 /q,0 TYPICAL LVL/GLULAM BOLTING/NAILING Yzl' DATE: OF SCALE: Issued for Construction: 11/06/19 11/06/19 13 GENERAL NOTES C A 1. ALL EXTERIOR WALLS SHALL A.5 A.5 BE 2x6 @ 16"O.C.UNLESS 52'-0' 25'-O' OTHERWISE NOTED. IX15TING EXISTING 2.ALL INTERIOR WALLS SHALL CL CL CL CL CL CL BE 2x4 @ 16"O.C.UNLESS OTHERWISE NOTED. --------- ----------------- 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS CL I CL LINE aF PRIOR TO ORDERING WINDOWS. PROP. ROOF�DECKS22 COVERED PATIO I - EAVE ABOVE 4.CONTRACTOR SHALL VERIFY EXISTING L.— I ———E_—__ ————— ——___ ALL DIMENSIONS PRIOR TO PAVERS r_-------- p CONSTRUCTION.CONTRACTOR -4�4 `L O-�4 - 2-7 I r--- I -2 4 I ANY MISSING OR IASSUMES NCORRECT TBILITY OR --- - -- -- -- -- COVERED PATIO I DIMENSIONS NOT BROUGHT TO FNMID3168-5 Fvorll FWNID3168-5 ADH 044 ADH 004 IADH/459-AP -A Hsasa PROP. THE ATTENTION OF THE III FAV4R55 _ - DESIGNER. III ,11� '-4 III FWHI PF MASTER BEDRM. 1 II II \ FU�L CATHEDRAL F U U W� NEW PROP. PROP. tWALL DESIGN i i � NO. REVISION DATE FAMILY RM. LIVING RM. BY orHE1Rs F Pe C COPYRIGHT KT NORTHSIDE HEREBY EXPRESSLY _ NEW GAS F.P. I RESERVES ITS COMMON LAW MAKEn T1 ODEL I COPYRIGHT. T.O.D.T.B,D. I I I 1 THESE PLANS ARE NOT TO BE 10'DUI.COLUMNS 11 I I I REPRODUCED,CHANGED OR NN j F WALLS I I j m FP I COPIED IN ANY FORM OR MANNER CENTER 12:7 t 2:7 I I! I POCKETj DOOR —� I WHATSOEVER WITHOUT FIRST I 1 v 1 I ON FP ACROSS OBTAINING THE EXPRESS WRITTEN STEEL FLUSH STEEL STEEL 1 I STEEL FLUSH STEEL STEEL I I STEEL '-6 PERMISSION AND CONSENT OF P057 BFXI ABOVE POST III - POST BEAM ABOVE POS7 I1 POST _ — NORTHSIDE DESIGN ASSOCIATES. C 1-- —_ ter` �_---- ----- — _ II E7c18T'G m --__- --------= - --- ----- vN—I4rts ;I I;I,I — STUDY - - - -- - 1 7.25'EA. I I I BUILDER: -J '_ _6 I Q I I . III I I EXISTING I 26 S4'-6'VANITT 2'-tilt' II sD s FOYER ..................... PP �I Z 11 g III II�I it lil IUP 16 V CENTER I PROP. 7.10' POCKET DOOR I PROP. PROP. I I M.BATH CBlTER I r- ON WINDOW I WALK-IN WINDOW IN 4 0 I J ----- HALL II--- ------- �I PROVIDE NEW ACR069 PKKTTe CLOSET EATHRM. PROP. [-----�I NIDER STAIR• LOCATON OF 'J u Z12S88 I I i f- Tin.- - ------ - � �o KITCHEN EXMT'G STAIR = O I I I I m lilt n _ so I I _ 11 _ CL �1 1 I I 1~ DESIGNER: uu - I'-4 -5 s i uN. NORTHSIDE m lit - - - ---- ' Iul i _� 1 __7 C -� �•":/ j j - - ----lj ASSOCIATES IRI Si ----- J I 101 RANGE IIII ____ _ PROP. L I 1 I I ��_ V FWN166G68 V r IIII 1 r-_7 - m --: DISTINRIVE RESIDENTIAL&.COMMERCIAL DESIGN -4 -7J� -T -y4 DINING RM. - -- 24'-6"VANITY 141 MAIN STREET"VARMOUTHPORT•MA02675 PROP. II PROP. I - o '$ CL O LAUNDRY I LAY. I 2468 A ' IH-_ -- - �T 8G81 a6z-zzm SOSI362A802 I PKT 1 --- [__ 48B 2468 : - 1 NORTHSIDEDESIGN.COM 2888 2868 _ I CENT WINDOW PRbP. 11 I I Y PKT ��j PKT '1 I PROP. ON D NING RM. PROP. PROP. COVERED PORCH =__ --__ I NORTHSIDEl@COMCAST.NET _ - I CLOSET r=r BRICKJs7QJE r=-t ON �� - -- ---- `I u \1 J1 I 11 r STRUCTURAL ENGINEER: _ I PLOP J�I��� I _J � L� JJ ' O ADH �[gfy{250---9Lt1132 / , _ __ ___--_ _III���_____� ------ -J.DRT WASH PTRY. r I 1 N0.2 I 1 11 �, 1 �- - ADH 044 ,_+-# COVERED PORCH }-2'_ neovE B IXOISTBT STAIR 217-5' ti tl5'-2' 2 2 'i OF ZND (L .......BRICKYSTONE CL I FL. EPRa=TK2N ................................................................... ............................................................................. EXISTING A.5 --------0N -------- A.5 2 OFFICE STAMP: 2R P P. P CL 5 CL 2868 I I e i<R EXISTING I'-4 - '=8 GPIo R "DDm' "'PROJECT: GARAGE PROPOSED ADH 1G48 ADH tG48 �F O _o nN rt 4 PERRY 22,-W RESIDENCE EXISTING C A EXISTING 52 CAILLOUET LANE A.5 A.5 OSTERVILLE,MA. r---------I r---------1 I I TITLE: I I I FIRST FLOOR I I PLAN CL 21� I I W EXISTING ALL KEY REMAIN DOORS I I I 1ST FLOOR PLAN 0 EXIST'G HALLS TO REMAIN SCALE:1/8"_,'-D" DEIST'G WALLS TO BE REMOVED U 1 2 4 8 L L PROPOSED FRAMED WALLS 24'-O' 24'-0 PROJECT#: SHEET MSTINr 19-13 /q" 1 DATE: O F Issued for Construction: 11/06/19 11/06/19 13 GENERALNOTES 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS C A OTHERWISE NOTED. A.5 A.5 2.ALL INTERIOR WALLS SHALL BE 2X4 Q 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY COLUMNSALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. BELOW �\ (.i (�i (.i �! (7YP•) �� 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ROOF PROP. ROOF PROP. ttooF BELOW ---BALCONY BELOW '-""'""------"'BALCONY BELDIV '• ,-2)r4 ,-7)4 _— ASSUMES RESPONSIBILITY FOR �' :i (. ANY MISSING OR INCORRECT ____. FWC 6068 _____... ADH 1048 F176LD PWSLD— DIMENSIONS NOT BROUGHT TO --- -- .-_ ns6 PWG -- nse _.__ i ROOF ----'--' -:_____._`_—'-- ROOF TEATTENTION OF THE BFI BAL(-"ONY DESIGNER. IRO ROOFCL I i `. ----------------- -------------------- BELOW I ADH 1048 ______.— 066.-._-__... EXISTING EXISTING EXISTING - I'M BEDRM.NO.2 BEDRM.NO.3 I BEDRM.NO.4 I sFAr CLG.VAULTED m I I TO 9'-6'AFFih _ 1 I I I I 2668 I I l iN Ni i i NO. REVISION DATE 42•KN ® o ® I 1 ® I PROP' I EXISTING ROOF I NORTHSIDE HEREBY EXPRESSLY o I I PATH NO.5 PROPOSED }C1 BELOW I I RESERVES ITS COMMON LAW • I I i5 VAN;;; - BEDSUITEO 5 AAPPROXN I COPYRIGHT. j LINEN F GAS FP THESE PLANS ARE NOT TO BE L I REPRODUCED,CHANGED OR i '-I� 10 1 '-IQ4 S'-1� 1 I COPIED IN ANY FORM OR MANNER 1 N 1 WHATSOEVER WITHOUT FIRST ID OBTAINING THE EXPRESS WRITTEN a 2x 66 I I I j I PERMISSION AND CONSENT OF I I II • PROP. y m CL. NORTHSIDE DESIGN ASSOCIATES. CLOSET --- --- --- 'N' i--6'-1 � II II N. I o PROP. i BUILDER: EXISTING SD ,I '16 I I I BATI-I NO.4 ® I I 11 II HALL - ' I ........................ VANITY PRONTO ®� -yli( iI I1II • —�—_17—'-3 II�I'_ - IIi Ie , ATTIC CC i SACCE S EN PANEL PROPOSED r PR OPEN RAIL BATHNO 2 - 4'-a'VANITY LOFT 26 VANITT 6 < EXISTING 542 Ili ATTIC 266E PR P. ItI DESIGNER: NORTHSIDELIN. ------ rQ _10�N PROPOSED C - BEDRM.NO.5 _ PROP. F DESIGN SUITE AFF ( BATH ' I CL_G_.:V_U_LT-E_D CL I LINEN ------ NO. - ___- I ASSOCIATES p ' OVERLA7. PROP. DITNRVE RESIDENTIAL 6 COMMERCIAL DES IGN 1 1 1 I LAUNDRY I II I I ROOF I 141 MAIN STREET•YARMOVTMPORT'MA 02675 I ROOF - ROOF I 42'KNEE WALL 1 W/ I I -(I I (SW)362-2210 (508)362-9802 BELOW BELOW NORTHSIDEDESIGN.COM II �y ROOF F SEAT S6AT BELOW NORTHSIDEIDCOMCAST.NT RODE I I "I BELOW 12:6 I I I I I STRUCTURAL ENGINEER: I ADH2844 ADH2944 I'-O• ADH2844 ----_-- - -JI ; I ADFUS44 I 1 I F� I i 1 I 2'-4' IXSTYs 1 IXIST'G IXIST'G PROPOSED g --------------------- - A.5 i STAMP: --------------------- i g I ADH21046-ADH 6D-ADH21048 A.5 I i P- I I I PROPOSED s' PROJECT: I SQUARE CUPOLA I I CENTERED ON I RIXQUISF'G GARAGEPROPOSED _______________ -------------------- -- AD 18U PERRY H i i i n1'-4• RESIDENCE M I FWOF BELOW i i 52 CAILLOUET LANE OSTERVILLE,MA. I I I - I I I I r ITLE: C A WALL KEY SECOND I A.5 A.5 FLOOR PLAN I 0 EX15T'G WALLS TO REMAIN E_____D EXIST'G WALLS TO BE REMOVED SCALE:1/$"=1'4D" I I 2 N D_ FLOOR PLAN PROP05ED FRAMED WALLS IL-------------------- ------------------- D 1 2 4 a ELECTRICAL KEY ADH7634 sD SMOKE DETECTOR PROJECT#:COM50 DETECTOR, SHEET ® CARBONSMOKE MONOXIDE DETECTOR 1 9-1 3 A.2 DATE: OF Issued for Construction: 11/06/19 11/06/19 13 GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS (z)1-", 16' OTHERWISE NOTED. LVVL RIDGE 12 46 POST DN. 2x1z RIDGE <u� BEYOND ^�PDf�T'G 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS 1 PRIOR TO ORDERING WINDOWS. 10 1'.D RAFTERS• I6 O.C. I2 RIDGE 4.CONTRACTOR SHALL VERIFY 2Y 2x10 RAFTERS Y W D.C. (2)I-W.11-T6• ALL DIMENSIONS PRIOR TO PROPOSED LVL NOR. 21BD CLG.JOISTS CONSTRUCTION. CONTRACTOR ATTIC •16'D.C. ASSUMES RESPONSIBILITY FOR (2)I-Y.Sai-YN' I ANY MISSING OR INCORRECT —LVL NOR. — — I (2)2.10 NOR.— — _ — — EXIST'G/PROP THE ATTENTION OFT HEGHT TO DORMER PLATE SIGNER. PROP.ROOF DECK FRAMING,(TYP.) iAPPROX. OF I 1\ • P.T.2xB 1 16.D.C. I I FP VENT.IV PLYWOOD • TAPERED ROOFING PANELS PLYWOOD SLOPE (BEDRM. I 1 EDPM AD14ERED ROOFING nErmRANE PROP.2x12 FL. PROP.2x12 FL. 2<SLEEPERS I JOISTS 1 16• TSYCOMPOSITE DECKING = I O.C. D.C. EXIST'G/PROP. STEP I I — — — — — 2NDFL(wbfloor NO. REVISION DATE — — (3)21@ P.T. — __ .__...LVL�HDR IIcY�___ (2)�•�Tom. (2)�I-91i'xll-Yf, ,, I ' , © COPYRIGHT - .N O, LVL NOR. 11 NORTHSIDE HEREBY EXPRESSLY 6'x&'P.T. bIt LOCK V RESERVES ITS COMMON LAW 10'0 --------_ EXISTING .._..__ __.__... ___.__ GDBL.B _TAPIXEp i STUDY F R', 1 ER WALL COPYRIGHT. COLUMN THESE PLANS ARE NOT TO BE TlETM CAP I I REPRODUCED,CHANGED OR BASE AND ____.-_____ I t COPIED IN ANY FORM OR MANNER NECK BAND I I -i7d __.....--.____ '� / WHATSOEVER WITHOUT FIRST EXI571NG l ,PROP.STONEI.1. OBTAINING THE EXPRESS WRITTEN STONE PATIO PATIO• EXISrG/PROP. PERMISSION AND CONSENTo F I I ISTG PATIO 1ST FL(wbfloor) —.— —. — — — — —.— LAB' —a,L — _ _ _ _ _ _.—.—. NORTHSIDE DESIGN ASSOCIATES. \IXISTW 2x12 FL. EXISTING JOISTS•16'D.C. BUILDER: CRAWL SPACE IXISTG DROPPED BEAM IXISTG CONC.SLAB EISTG 41 FNDN WALLS — — — — — — — — — — — — —CRAWL SPACE SLAB A SECTION DESIGNER: NORTHSIDE ® DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 34•RAKE OVERNANG 4• (2)I-WAS. 191 MAIN STREET'YARMOVTHPORT'MA 026]S (2)I-Yh16' LVL RIDGE (508)362-2210 (SOH)362-9802 LVL RIDGE 2)1-Y I6' ( NORTHSIDEDESIGN.COM L L RIDGE PROP.GABLES BE1-R1D NORTHSIDEIOCOMCAST.NET 4x6 POST DN. 12 1� �35(EXISTING) 8 2x10 RAFTERS,6 STRUCTURAL ENGINEER: 2X6 CLG.JOISTS •16,O.C. 1 72 25 EXISTING=6P DORMER BEYOND 1 2 ale VALLEY N l) (2)I-Y4'xll-T6' DORMER -�— ON.TO PROP.4.%P DORMER N 2xlo RAFTERS t " w N N N N N LVL NOR. BEYOND -: -j_ ----- H2EDE'�OND GL"ZlIO RAF oC. STAMP: 2.8 CLG.J0157S _ •Iv oz. __-= - — — — —— — — — — — — — — — — —— — — — — — — EA aEwRN— — — — — — — — — — — — — - .Iwa� WNITE ALIGN SOFFITS ALLILIM PROPOSED ._.,1ryff GUTTER BEDRM.#5 SUITE 7UIV4 � b3E M? PROPOSED \ PROPOSED PROPOSED PROP 2112 FIL M If BEDRM.#5 SUITE BATH BATH NO.5 72 PROJECT JOISTS s I6• NO.4 PROPOSED LVL'"OR. • LVL NOR 11 Tb' C01di,GRIP CAP PERRY - - - - - I _ _ _ _ _ _ _ _ _ _ _ _ _ _ �ZEIC�Zn-6/. = B'CROWN _ _ - - - - RESIDENCE . LVL NDR. PROP.2x12 FL.— JOISTS :.... ALIGN SOFFITS ® ® LvL I Y,411 p• OC ( o.) 52 CAILLOUET LANE oc.(TYP.) I I s)2x12 I I OSTERVILLE,MA. 1 .I 1 .I 1..' t. I' PROPOSED P.T. 4�" •Ir �I 7� 1 ,II FOYER II II I TITLE ' ' ' I I' ALIGN PROP.FL. I I I I W/D(ISTG BUILDING EXTEND PATIO.,1 PROVIDE NEW PAVERS PROP.P.T.FL. _ T.B.D.ON 1r T>alC JOISTS 0 EX15 G SECTIONS CONC �A LEDGED CONC.SLAB I I I STEP�AVEf6 I I I . EXIST,G 2112 FL SCALE:1/8"=V-0" PROP,Id TNICIC EXISTING JOISTS Y W'O.C. FROST WALL ON IXISTG PATIO IXISTG DROPPED CONT.IO'D.It 20•w. SLAB/FOOTING CRAWL SPACE BEAM CONC.FOOTING.TO IXISTG CONC.SLAB t FNDN WALLS /L TABO✓VEF� PROJECT#: SHEET �Q� SECTION C SECTION 19-13 A.5 DATE: OF Issued for Construction: 11/06/19 11/06/19 13 GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. NON LOAD NON LOAD LxL P.T. Lab P.T. BEARING P.T. bab P.T. BEARING P.T. 6a6 P.T. A POS5 A 5 2.ALL INTERIOR WALLS SHALL POSBE 2x4 @ 16"O.C.UNLESS POST 1 eosT 17 � T77 OTHERWISE NOTED. ® (,}g'7 (((��� ���aaa y P05 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS EXISTING MST•T•� �POST•T, PRIOR TO ORDERING WINDOWS. PATIO SLAB 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR . . - wF •,• c. -,. •_ x La .' EXISTING ANY MISSING OR INCORRECT ,a.aa-ate...•-_ ..m e,__s...�_ xx..;�.-v,; _ <,��n :� _ - .M�-..,.=.ems _ - �:z,=,� :.:`ate'. -=•:_ -.-,' ;•--,•: ��•�: PATIO SLAB DIMENSIONS NOT BROUGHT TO ATTENTION OF THE DESIGNER.53 p.. a.- pwm�nv� ,R ' RAMIG I5T FL. mum FRAMI NG,2a12•I6•O.C. LEIL 2 IXII T'G IC I, IXISrG CONIC,r FNDN INA" FNON WALLIX1PED IXIST'G IST FL. --I 3 (S)2xB t LALL7 FRAMING.SN12•16.O.C. :r i oLu�rs NO. REVISION DATE O COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT. _—_--_ THESE PLANS ARE NOT TO BE ~ 9 REPRODUCED,CHANGED OR COPIED IN ANY FORM OR MANNER PROP. PROP. 3 • 3 PROPJ6t6 ,. T5 4•a4•a.2S• T5 444•a,25' T5 444•a.25• ? TS 4'x45�35' STEEL LALL7 STEEL LALL7— PIDST�. WHATSOEVER WITHOUT FIRST 3 OBTAINING THE EXPRESS WRITTEN cDlurnl UP/ON. coL1mN UP/DN. cc unN w/DN. cDLunN Up/DN• I I � PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES.e c_c1c e e c—c PROP.414 1 ( I I I I ( I I I I I �IXIST'G STEEL LALLY ON. IXISTW STEEL IXIST'G(S)2a10 I I PROP.9 Yj•I I7I• I c i DROPPED BEAM w LALLY COLUMNS DROPPED,CUT 4 HANG PST . PROP. NEW STAIR HEADliR9 :•........................ (TrP) TUBE STEEL COLUMNS BUILDER: (T7PJ --- PIRDST,w < 'ZEADRO 0 PROP. •F_} �_e--i )—e_eI —_I _ _c E�_vIX—=Is I—_ING I _c 5II _( E( —c I _e—c—_ �' E?� cL-ai�i FLISH D 7 9TAIR U_ I 3I i II I FNDN WALL 4, D®ESIGNR NORTHSIDEIDE IXI5T'G CONC, L (TYP ISI 5IEEL FLi� L colmrs DROPPED BEAD I DESIGN ASSOCIATES IXIST G I5T FRAMING.2x12 Y IL'O.C. :a C �, DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN EXISTING ■ ■ ^l 141 MAIN STREET'YARMOWHPORT•MA 02675 PATIO SLAB §A ISM)362-2210 SNORTMSIDEDESIGN 0 62-9R02 NORTRSIDEILDCOMCAST.NET I ! = . .; .: �,•� "'. ice,.. �.. � _ '� � '�_ �`� � �.> �, STRUCTURAL ENGINEER: PROPOSED PATIO SLAB .................... ............... .................................. ............... A.5 A.5 'ems STAMP: bah P,T. 6 P.T. P05T P05T ~ 7t PROJECT: PROPOSED PERRY EXISTING c A RESIDENCE GARAGE SLAB A.5 A.5 MULTI 1 3/4"BEAMS 52 CAILLOUET LANE OSTERVILLE,MA. 2 PIECES - 2 ROWS OF I6D NAILS 0I2'O.G. [TITLE: FIRST FLOOR 1ST FLOOR FRAMING PLAN ___ - � FRAMING PLAN SCALE:YB"=1'-0" 3 PIECES 2 ROWS OF 1/2' DIAM BOLTS B 12'O.G. SCALE:1/8"=1'-0.1 0 1 2 4 8 TYPICAL LVL/GLULAM BOLTING/NAILING PROJECT#: SHEET SCALE:Y2"= 1'-0" 19-13 S. 1 DATE: OF Issued for Construction: 11/06/19 11/06/19 13 GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL C A BE 2x6 @ 16"O.C.UNLESS A.5 A.5 OTHERWISE NOTED. ROOF DECK FLOORS,(TYP.) • P.T.2xS 0 W O.C. 2.ALL INTERIOR WALLS SHALL NON NON LOAD $•PLYWOOD BE 2x4 @ 16"O.C.UNLESS 6x6 P.T. (S)2x12 P.T. 6x6 P.T. BEARING P.T, bxb P.T. BEARING P.T. 6x6 P.T. TAPERED ROOFING PANELS OTHERWISE NOTED. POST PLYWOOD HEADER, DROPPED POSST POST POST POST POST W/4'PER FT.SLOPE MEMBDPM DHA EKED ROOFING 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS DINERS . ) COV PORCH CLG NPn�P.T. f • COMPOSITE DECKING PRIOR TO ORDERING WINDOWS. 6xb P.T, "P.T. 4.CONTRACTOR SHALL VERIFY Yxl2 DECK JOIST IgSTROW DECK.2xB DECK JOIST DROPPh POST POST P.T. I I III ALL DIMENSIONS PRIOR TO 2xB P.T.L ER •I6'O.C. III W/(2)%'DIA.BOLTS II ) CONSTRUCTION. CONTRACTOR •16'O.C.(TYP.) ===_= == = = (5 ASSUMES RESPONSIBILITY FOR P•T• ANY MISSING OR INCORRECT AL AL All AL DIMENSIONS NOT BROUGHT TO POI I I ! I - � I I 1 I I I I I '' I I DErlc'1015 PosT PosT THE ATTENTION OF THE ST POST POST POET POST POST POST POST POST POST POST, III UP/pl. UP/DN. DN. UP UP ON. UP/DN. UP/DN. ON. UP UP ON. I UP/i. 2x8 P.T.LEDG III DESIGNER. W/(2)%'DIA.BOLTS REMOVE EXIST,FL. JOISTS t PROVIDE 215 IL AL A 111111 IL CLG.O _X)AST5 UNDER NEW PORCH ROW i— (2)2.12 _ III` POS PC 'T / i ON T UP ST DN. IXIST'G 2ND FL. FRnn° D• III (3)194411 Y� I (3)LVL H xll Y4• NO. REVISION DATE n RIE LVL HDUN IO COPYRIGHT Or MEN lMPROP.GABOLE NORTHSIDE HEREBY EXPRESSLYWALLRESERVES ITS COMMON LAW IXISTCOPYRIGHT. ,1G III PROF DEMETRUSSES. REPRODUCED,CHANGED OR ITHESE PLANS ARE NOT TO BE II PROVIDE NEW I Z112 FL.JOISTS O II •16'O.0 COPIED IN ANY FORM OR MANNER I I I I CUT BACK IXIST'G FL, I I I I WHATSOEVER WITHOUT FIRST JOISTS/HANG FROM PROP. W 12X45 I I ( STEEL BEAM EITHER SIDE I I W 1?X451 I I4X6 III -TI: I UP/DN. T OBTAINING THE EXPRESS WRITTEN 1 I I STEEL BEAM ( I I I I I I I I STEEL BEAM I ' ( T '�' III 4'x4'x.28' -- PERMISSION AND CONSENT OF j ,PLUSH , ,FLUSH , RIOGE9 COLUMN O�U STEEL ---- NORTHSIDE DESIGN ASSOCIATES. J�aL JL._aL JL-!L JLaL- J�JLL.IL`, �.IL_=�, �L I�l-,)-I O �r,r 1P�r7r 1P�ryr 9r 1r;��P�r �rIfI �r;��r�r7r Tr -- - _=--'' `I� UP TO T \U�/ 444'x25' 444'x.25' 4x45�25" 444'xa• RI E BUILDER: i T COL" TUBE STf.011/l'IN EEL COL IMN TUBE 5TCOLUMN EEL TUBE STEEL III N III III (3)MDR.II Y.' I IPROP.FLUSH(2) I II FLUSH �` Hx_ 5IDENED wR DP;GW 1 S)1-94'x1 ' POST (S)I-I1144. �VL I ` i i ON. ING 2xY1 LV FWDESIGNER: I6'OiC. I II III III III IIII�UP �I (2)I-9�xll-7S' III L HDR NORTHSIDE 04'JCyOi.`dJ PROVIDE NEW III III DE POST IEN � DESIGN (3)'I-94'x11 4' (VL I-9lxll Yl pN, 1 _ - LVL PLusH I I i POST UP ® ASSOCIATES �T �rP�Yy0�,5T \ POST �� ( IR+� I ON 141MAIN SRESIDENTIAL&COMMERCIAL DESIGN Y•` III O ///^—I1� 141 MAIN STREET'VARMOUTHPORT'MA 02675 ___� I DBL. K � / I (506136 NORTH SIDEDESIGNSOIM62A602 rp� I I DORMER WALL -- —_--- I III I FB�✓E ---- NORTHSIDE1@COMCAST.NET KAU IXIST'G I III (2)I-% II- POS I __—__ I IXIST'G BEARING LVL NOR. ON. POST BEAR I WILL 1 I ���,_ -- STRUCTURAL ENGINEER: NEW(S) j POET BEARING POST FL, I-%•A 76'LVL 11 DN. JOISTS•16' WALL III NEW(3) ON• III O.0 i II I I-9;'xll-:d'LVL A.5 �.......... -I._.....;.....�..�............................Ia............ .......H°!e:Df00PPED A13 5 TAMP. S 2 EA.bxb" NEW(SJ - 2 EA.6xb P.T.POST I-1'4'xII-W LVL P.T.POST ON. MR.DROPPED ON. PROJECT: PROPOSED IXIST'G GARAGE PERRY ATTIC FRAMING REMAINS RESIDENCE C A A.5 A.5 52 CAILLOUET LANE MULTI 1 3/4"BEAMS OSTERVILLE,MA. TITLE: 2 PIECES - 1 2 ROWS OF 16D NAILS 112'O.C. SECOND FLOOR FRAMING PLAN 2ND FLOOR FRAMING PLAN —�` SCALE:1/8"=V-0" Ire ter..-�i SCALE:Y8"= 1�-ON 3 PIECES 2 ROW5 OF 1/2' DIAM BOLTS 6 12'O.C. 0 4 2 4 8 PR_—Av OJECT#: SHEET TYPICAL LVL/GLULAM BOLTING/NAILING 19-13 S.2 SCALE:Y"=11-0" DATE: OF Issued for Construction: 11/06/19 11/06/19 13 J P�� HREAh. OL7 CALCULATIONS ASSESSORS NO SLOPE EXISTS AT LEACH FIELD F ads°°a°dadd °sA° a°°a"a °ad a ag a4 - d`aad a a4ad4 a gaa a s q°da d°aa a adaaq��al°da aa4sq °°�PARCEL 12 a°dad°� 4a a aga° d MAP 16� a ,°a�q• d % aaadad dfda°:, _ ` 44 ZONE 4�ia a4 e° a� a4 4 & EAST A.P. ei" 4 4'X 4' HAMBERS i�4a �da4 2 4'X 4' CHAMBERS �4 B BAY e aq daq V a4 as ° ad a ZONE aa° a�i° °°4 a°4e`. N� RESIDENCE F-1 ada4a q q° q4 q4 q4 qq4 qa4 q6a agdd �4.gaadgaadq4 gd°4gaaadd°q6.; •9i� MINIMUMS °aagda4aaa q40 g4ogg4qaqa dgda4q°4 aiaa4ra�4�a q�4aglq�i��die��i�ea;,l�44Aq` AREA = 43,560 S.F. _ qd _ZAt4 ° °dd°aaa°ad°a dAq daq dga4q 4q d _ as 4dq a/ as °a °aa °nadw! FRONTAGE = 20' 3/4' - 1 1/2" WIDTH = 125' WASHED 3/4" - 1 1,,-2- 3 FRONT SETBACK = 30' STONE WASHEi? LOCUS MAP SIDE SETBACKS = 15� 20 STONE i REAR SETBACK = 15 ' SCALE 1 25,000 'BUILDING HEIGHT = 30' (OR 2.5 sroRiEs IF LESS) PLAN OF LEACH GAI.L.�,Y SYSTEM Q PLAN OF LEACH GALLEY SYSTEM •#1 NO SCALE NO SCALE F.F. ELEV. = 17.12' .. NOTE: ALL STRUCTURES SET MORE THAN , FOUR FEET DEEP OR SUBJECT TO VEHICLE TRAFFIC SHALL BE - COVERS TO WITHIN 12" OF GRADE DESIGNED TO H-20 CAPACITY: PF-RCOLA11ON -RATE: F.G.a15.5'f 1 INCH IN 2 MINUTES OR LESS. F.G.a15.0' TEST HOLE F.G.= 14.0' MARCH 3,1995 i BAXTER do NYE INC. PIPE 4 SCHEDULE 40 P't/.C• " pfaMER " , 41 INV. 14.0' 1500 GAL. INV. =13.6 DIST. NV. -13.2' INV. = 13.8' SEPTIC TANK INV. =13.4' Box Nv. =13.0' 2" PEASTONE ELEV. = 15. +' • LO-%M do SUB SOIL SET IN ......,..... � �^ .....,.TTvvvvv.... -- - -- - - '0'i - - - , •:::�::;:: 000t)00 000000 J00000 O O :�:::::vvTvT;::•: •••••-•-•!• O O O O O O O O' O o 0 , 0 Tvv •-••..----! t TV •••--..-..!• O ...........! ............ aowwwvvvvvvw o °o°o°o o°0000� ............. . O O O ••:::::::-VV:�; GRAY=L 2.0' �� ELEV. = 9.0' ' --- 4'X 4 LEACH GALLEYS /�- 2-0 -- -4 3/4 - 1 1;<1'2" 3/4" - 1 1/2" WAS m WASHED STONE STONE MEDIUM `� SAND I'R'OtF :LE SYSTEM NO WATER OBSERVED -11 NO `WATER EL. 4.4 #21 EL. = 4.4 NO SCALE F.F. ELEV. = 17.12' NOTE: ALL STRUCTURES SET MORE THAN FOUR FEET DEEP OR SUBJECT TO VEHICLE TRAFFIC SHALL BE X COVERS TO WITHIN 12" OF GRADE DESIGNED TO H-20 CAPACITY. F.G.=15.5 t �SYSTL�d1 F G--1 5.0' - DESIGN DATA F.G.- 14.0 DESIGN FOR SINGLE FAMILY- 1 BEDROOM P,V C �... SCHEDULE 40 plpE NO GARBAGE GRINDER INV. =14.0' .:: 4" DIAME�R 1000 GAL. INV. -13.6 DIST. INV. -13.2' DAILY FLOW 110 X 1 = 110 G.P.D. INV. a 1 3.8' SEPTIC TANK INV. =13.4' eox INV. -13.0' 2" PEASTONE SEPTIC TANK = 110 X 150% = 165 G.P.D. !�llill USE 1000 GAL. ....Jf...... .....l...... fff•flfffff ffffflffff• . •fffff7f--- /�1 •ffffflf--- ' -flffffTffff O C O O O O ffffffflf--- ••--ff.f•I-.f 0 O V o O O f-ffl.fflf-- •••ffffflff O ('? O O O O !ff••fff!•f •lffff-f7ff ` f--•lfff-7•• .....---.l. O o 0 0 0 0 •........,. DISPOSAL. A .........,! O C O O O O f.........,. O O O O O O ..•.....Z... USE 2 4'X 4' LEACH GALLEYS .jam..... O C O O O O :::.�::..;. ...•..L...... ............. WITH 2' OF STONE ON ALL SIDES I 2�'� - ELEV. 9.0 2.0' SIDEWALL AREA _ 160 S.F.X 2.5 = 400 GAL. /DAY 3/4" - 1 1/2' 4'X LEACH GALLEYS 3/4" - 1 1/2" BOTTOM AREA 96 X 1.0 = 96 GAL./DAY WASHED , < WASHED TOTAL DESIGN = 496 GAL./DAY STONE STONE REQUIRED GAL/DAY = 110 ip ' SY'STEM PROF ILE " SYSTEM W-1 EL. 4.4 NO WATER ,OBSERVED DESIGN DATA e^^ A LE DESIGN FOR SINGLE FAMILY- 4 BEDROOMS NO "ARBAGE GRINDER DAILY FLOW = 110 X 4= 440 G.P.D. SEPTIC TANK = 440 X 150% = 660G.P.D. USE 1500 GAL. i r . DISPOSAL AREA 1 G•�Py USE 4 4'X 4' LEACH GALLEYS �\ 23.8 w1 WITH 2' OF STONE- ON ALL SIDES J x 18.4 �� �50 SIDEWALL AREA = 224 X 2.5 = 560 GAL. /DAY �� �.• �\,� OF G.�� BOTTOM AREA 160 X 1.0 = 160 GAL./DAY P 18. \_N- TOTAL DESIGN = 720 GAL./DAY X_4Z%9 �' X, V-D _ 5 REQUIRED GAL./DAY = 440 SYSTEM #2 0 24.3 10 1500 GAL. TANK 0 ,j �,. plc 8` X 20' GALLEY FIELD�6.2� ti1�� a x 21� V c0 14. 17.6 x22.0 ; 14.0 5. U x 20.1 cj 14.4 15. 1Q g J ` Q . / 14. 14.915 16. / 14.2 �� 4 15.1 16.0 a x. 3.9 �o x 12s O �� 14.5 t 13.9 /' Ce` .` i .4 •, o 13.3 14. �b - WILLIAM L. BROWN m � x 14.9 a3 a, obIN .5`o lawn \off 1 j�0 13.9 N�.�Q 15. 15.6 boo Sp_ S1 .4)[as & elec Q 1.0 x .8 0. BOX Tq fp 15.6 , SYSTEM #1 � 36.1 / x 6� cesspool 1000 GAL. TANK ti� 6' to be filled .2• 8` X 12' GALLEY FIELD `� .9� f�� i 11.0 X 1. ' 6: I i x 3.7 B. FND �O. 18. � . . b 0}. f ce 1 S I x 7.4 `°`• 8.7 % / e 2.7 �R9. ,'909 �0 0 co 4., 2.8 \\ .10.6 3.2 -- - - - - - 2 r �� ♦ C.B. D. tp � LOT 17 •���� 5.8 0 � 0 PLAN OF LAND N I 2.7 k 9 (OSTERVILLE) RICHARD B. & DORIS S. SELLARS ' _5 x3.7 3.7 x b / BAR�TSTABLE MASS. y �s oQ1k v� O x 3.7 FOR a o_ ` JAMES G. HAIDAS ,`moo MAR. 61995 SCALE. AS NOTED . DATE �. REV. : MARCH 8,1995 ;f � /S�� BAXTER � NYE INC, REGISTERED LAND SURVEYORS CIVIL ENGINEERS OSTERVILLE, MASS, PLAN of GRAPHIC SCALE �w ,�. • T � ' y 0 40 80 t'E1Ttt w»iAM SULLIVAN C. NY E = No.29733 No. 13334 1 inch 40 tL Fes' n��' s 4' ~ 0*A l a ... ELEVATIONS ARE BASED ON N.G.V.D. 100 YEAR FLOOD ELEVATION 11.0' i - #94159-9 �.r "17 0 ^ w o O `O ASSESSORS REF.: Richard K. & Julie C. May Map 164, Parcel 012 OVERLAY DISTRICT. - , o -- — — AP — Aquifer Protection District '15.0' FLOOD ZONE: �� t \ 17 73 � t +G o a (p _ s� 24 50',,,W j Zones VE Elev. 14 , AE Elev. • •` '` I, N56' 24' 50"E 12, X (0.29 Annual Chance) 40.00 1 (. & X (Min Flood Hazard) - ;} _� __ Community Panel No. ck 15'_Building Setbas _-/_ _-- #250001 0563 J —-- - - -_Gravel Drive Jul 16, 2014---- --- - / I i y . W • • A ` , , ZONE: • • r O 0j o i p f.k ' •� `� c � RF-1 Area (min.) 87,120 SF (RPOD) Frontage (min) 20' LOCATION MAP: 40.00 Width (min) 125' �, _ Scale: 1 — 2000 f S56' 2 '-�0'W Setbacks: Fron t 30' % \iy Garage O \ ` i Side 15 y ^ 30.0' O Rear 15 0 I DIRECTIONS: � \ W \ ; _ °O From Hyannis — Follow Main Street to the West o \\ / _. Extent \ h_2?- --� — Conservoti n 00 \ I End Rotary,' Take third exit onto Scudder Ave. Ln� Building Setbacks- j Jurisdiction �, \ REFERENCES: Turn right onto smith street at the stop sign. u X (0.2% Annual. Chanced Deed: C137005 Continue on to Craigville Beach Rood and left O ''�. Plan: LCP 9843H onto South Main Street. Continue over the FEMA Zone ° 9__ -.- bridge to Osterville, and left onto Caillouet O I o O \, _. . - - LCP 9843J 9 X (Min. flood Hazard) � O� O � I- O \ ice' Lane. Stay left a the fork. \ op # 52 is on the left. � I � \ O � , -+8--�c-- -- Proposed Sewer Septic System ./[ 52 _ .� =' I 77` \ O "-� I a Ejector Line As Pqr Tie Card Si// O ; 7� �_ ,0 2" line Pitched ermpt #95-314 ,' 2 Dwelling f � 4 j-�li�- - `' Min. 2% LEGEND. I -- ! CDT Cedar Tree i� /66/ 1 \ Rinse Station n/f HT Holly Tree roes- Edward L. & `t io w Septic Tank Inlet \ � Margaret A. Breslow o DT Deciduous Tree to be Confirmed \ \o CT Coniferous Tree � prior to Installation Exiling 1 0D 0 ,."Brick o �`' � _ ; N c ( -) Utility Pole Lo ,.' to emove —E— Electric °V) S.a ; \ '� I V) Proposed —G— Gas — '_�6,c'Ag Sewer Ejector � Wetland Flag < \° `: J Walkway \ /Proposed / / _ 'P(°Po dno Light Post �OG�\o ;a \ C'\ J Lawn / / _ -�_� -- -- - - _fib I CB/DH N / -�' / Sao I —OHW— Overhead Wires 25 Elevation Contour Existjog— Trees to be Removed 2.0)640' Pool 18 Pena 71, n/f / -�� 976ne Disinfected or - -'- Peter Carl & Richard B. Jr / Approved Equal L y'2 Sellars Trustees J{{e( 00' �FF,��000.y 15.0' `� 100' .� 00 0 i" End pf State Bank / PPS°� - - -- ..,i y`M1 FL e °` of Proposed Sewer Ejector Line Change from 2" 2% uphill to 4" 2% downhill o, '� �� �� �r ye:� o• // �1 1Proposed II ~ 6 fecti MA Zone Water Line �, �\ r� /� �� Drawdown Pit t PUo/ ~\' 50' t/E E4EV.1161114 to be Sleeved � %" "l Proposed - Work Limit i Re�ain�ngeWall Along 501.06ffer Proposed Top Elev. 12' - , -- --- \ l Fence Exi ing Meadow ,k.". -- — i 50' / / a X _ f Salt Marsh Delineation as per B. Hall 113012019 i / 6 0�� ,' I / / 4' Path Per SE3-3134 To Be Delineated with Low Lot 17 Single Rail Fence Sections Upland Area 53,620t or Approved Equivalent CBR//. / Area Established 11/16/1990 I / � / / / / / , / / / i\ i OF S S T.��cyG R 'D O ivi 5 09 ' Revision: Add pro sewer ejector line & Water Line from cabana 712512019 Revision: Note to be Removal of trees in 100' buffer, per Con Comm 31712019 TITLE. Site Plan PREPARED BY.- PREPARED FOR: Proposed Improvements ' EngineeringlX 1) The property line information shown was compiled fromp p Ron Perry available record information. This plan is not to be used At U • as a 1 o t description or recording information. R1 L IVa]Ronsulting, Inc. 2) The topographic information was obtained from on on ~ 52 Caillouet Lane (508)428.3344 • P.O. Box 659 . 711 Main Street, Osterville, MA 02655 the ground survey performed on December 14, 2018. Mass seci@sullivanengin.com • www.suilivanengin.com 3) The datum used is NAVD '88, based on on RTK GPS. Barnstable (osterville) o Draft: CTR Field: WHK CTR JOD l 20 0 10 20 40 80 DATE: 1 20 SCALE. Review: CTR Comp./Review: CTR/JOD February 13, 2019 = Project: 380039 Project: Perry I �