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HomeMy WebLinkAbout0101 EDGEHILL ROAD - Health 101 Edgehill Road ` Hyannis A = 287 029 T� I` h a �I I F I A O �y I� h I a TOWN''OF-SANDWICH # LOCATION: VILLAGE: (/ %�da/a!/a 0 �'�-�j ZVI- 029 jr8�. MP/P.44. ` -7-0 2 g PERMIT # : 2 0 2_4 - 2,7 INSTALLER' S NAME: INSTALLER' S . PHONE # : <v � - LEACHING FACILITY: (type) (size)(' o Lod to NO.. OF BEDROOMS: 5 BUILDER OR OWNER: Reo-raP ylyy-r PERMIT DATE: , COMPLIANCE DATE: 3 DRAW DIAGRAM ON BACK �°c e V z 1v r Fee No.r THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZIpplicatiou for Migogar *pgtem Con.5tructfon Permit Application for a Permit to Construct( . )Repair V)Upgrade( )Abandon( ) O Complete System O Individual Components Location Address or Lot No./&43&Ej&j e_ Owner's Name Address and Tel.No. Assessor's Ip/Paz ^ C�` ��g /0/ e,€,htt���1r" Installer Name,Address,and Tel.No. A 11 S C6—q-1 Designer's Name,Address dhd Tel.No. 76-1 J3—03 3 ��,��}5yy� c �iIC,S4�f9-7`/d fi b igexg-U /n. mg t16e t2Rs ` � w 0 6 Y 4 .ff s < 0�33 Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow SSSU gallons per day. Calculated daily flow —5-0 gallons. Plan Date 7-0 Number of sheets / Revision Date Title Size of Septic Tank ASDO q 4 L Type of S.A.S. '3aYo -� � � 4X Description of Soil; L 1v nj e �4 M S Oo Nature of Repairs or Alterations(Answer when applicable) Lc'u S T/L s 5 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 issued by is Bo f ealth. Signed Date /0 Application Approved by ` Date Application Disapproved for the following reasons Permit No. 2Uo _ s .'L Date Issued b a _ Fee U " x d Entered in computer: V f THE COMMONWEALTH OF MASSACHUSETTS Yes ,PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 2pplication for Mi!6po0aY',*p!Wm Obnotructiou Permit Application for a Permit to Construct( . )Repair)a Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No./0/64&F,tlu— IQ/, Owner' Name,Address and Te No. Assessor's MpZgei /p/ b E i`fs«., Idl. . ' Installer' Nam ,Address,and Tel.No. 5.���D Designer's Name,Address and Tel.No. 70/ —.5dt5--C4 3 ' �9s o ef D 199R—A+v m- Mt'YE2 ��oY /,0�i �3 t s�' �rtfs tc rh od 6 Y I- .Du.Y Ste' , mrq o t33 J-- Type of Building: Dwelling No.of Bedrooms s . Lot Size sq.ft. Garbage Grinder( ) Other Type of Building Rf- No.of Persons. Showers( ) Cafeteria( ) Other Fixtures / d Design Flow SSU gallons per day. Calculated daily flow .5_5 0 gallons. Plan Date Number of sheets `/ Revision Date Title - Size of Septic Tank /S00 9 4 t- Type of S.A.S.& '3QYQ � I n- l " v Description of Soil Lo/rm /Yl e4x1 m 2 S/90 t / Nature of Repairs or Alterations(Answer when applicable) k6u 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 issue by s�i= . ' Signed Date Application Approved by ! �1;�_ ;,�� Date Application Disapproved for the following reasons a Permit No. 2 Uo - S"a� �, Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance ^ THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired( l Upgraded( ) Abandoned( )by at 0 Fd4i n' 1 has been constructed in ccordance with the provisio s of Title 5and the for isposal System Construction Permit No. .70 3'S�1 dated i b�p 0 3 M Installer Designer The issuance of this rmit shall not be construed as a guarantee stem 11 e that the s o �e i new Date 10 13 111D 3 g Inspector Y ' Z ^� k No. 200 3 Sty�'. Fee�THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Migaar 6petem Conotruction Permit Permission is hereby granted to Construct( )Repair air( )Upgrade( )Abandon( ) System located at 01 60490 kI// Rd ►-f,,,t�v+n.`+ fl '/ 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:Construction must be completed within three ears of the date of ennit. ` P Y Date: I O ` ��'�3 Approved by . /es, TOWN OF SANDWICH i i LOCATION: G606 1 „ ° 12 D VILLAGE: i4;'6$,"VA1#S )=?*7Vr ZVI- 029 JT9iP-4-. MPlpRc- 2? 7-0.2 17 P E RM I T # : Z0 0a - 2m INSTALLER' S NAME: ' PA5 -t r— �,✓a��� INSTALLER' S PHONE # : (f4 � LEACHING FACILITY: (type) NO.. OF BEDROOMS: 5 BUILDER OR OWN /''E, PERMIT DATE: -\Vs COMPLIANCE DATE: 19- 31-03 i DRAW DIAGRAM ON BACK ' 7 i f � � F � � � 0 a� ram, ,•�. :� � �., ... a i ASSESSORS MAP : ��� NOTES: TEST HOLE LOGS IMAA © o PARCEL : 02.9 1) THE INSTALLATION MUST BE IN SUBSTANTIAL COMPLIANCE WITH FLOOD ZONE : NUN kP\ZA-a� � SOIL EVALUATOR . McHer���,rC�i� ws PLAN, 1995 MASSACHUSETTS TITLE V & TOWN OF AM WITNESS : NU(� SIP �P 'bA�'( &P, BOARD OF HEALTH REGULATIONS. � . ....- REFERENCE:�v-92.)Z- DATE: 2- Soo3 -� ._ _ 2) THE INSTALLER SHALL VERIFY THE LOCATION OF UTILITIES, PERCOLATION RATE: SEWER INVERTS AND SEPTIC COMPONENTS PRIOR TO SF . (LAIA S SOIL LTA✓L = 0,7q `1Pe%Y INSTALLATION. (� TH- 1 -4�.71 TH-2 3) THIS PLAN SHALL BE USED FOR SEPTIC SYSTEM INSTALLATION : � � ONLY, AND SHALL NOT BE USED FOR PROPERTY LINE `}• 'Hyewrus �, S q r.►D 0y 12�(2- DETERMINATION. RT S�Ttr; - LopcA*4 'oy n I 4) ALL PIPING TO BE 4" SCHEDULE 40 @ 1/8 "/ FOOT. (UNLESS VAIM g �Z SA�ta Jlg 'V � SPECIFIED OTHERWISE) t' u 1 LOCATION IVIAP�IJ"i` 5) THE DESIGN OF THIS SYSTEM DOES NOT ALLOW FOR THE USE OF A GARBAGE DISPOSAL. j S"Q k 6) SEPTIC TANKS AND DISTRIBUTION BOXES (WHEN INSTALLED) 2-Sy MUST BE PLACED ON A MECHANICALLY COMPACTED BASE OR ON A BASE OF 6"OF CRUSHED STONE. �- \ 13Zv CES � � i � Vv �$aJE�7 ��C�c.E.�_ P�>a�.i_?L?�_._.�_.�? ur,rr.�n•�EN.y�_ A -72 � � Nv��-�vN.�°Q_cy�r�.4�.1���.�1�:r5op�_►°i2oP�aE1? _.I,. t�rN� __. �i �i° ` SEPT I C SYSTEM DESIGN � ' 1°)_lo__VAWANCE5.-_r- M__.1?T 4 FLOW ESTIMATE i T n . (I c"�C, 1�omS l 2 = ,S =S P'epp-00m$ b 0-F- k,k T_1f_.Xi uI 1, I_oJ.$ ----_-_- 1 BEDR')OMS AT W) GAL/DAY/BEDROOM - S§d GAL/DAY SEPTIC TANK 1 , SID GAL/DAY x 2 DAYS - I°O GAL USE, GALLON SEPT I C TANK-NUJ -I ILI SOIL- ABSORPTION SYSTEM IN / \ clamour A c�Ss4 5�a �,� r�o5 2.`!2`sroN� on, srrs �5l �r to ,.)K Z D� S1 [)E AtEA: x2.. x 0. ? �l rr BO'1 T Oil' AREA: 5 c x t U x O ?y - 377.YO sopo- to3 " �\ �\ ` SEPTIC SYSTEM SECTION 1 T13M =Tor r'= Io 14 --- 3 IN [E3,369 gAFfLE / �,> W (ov+e D-BOX I;L.. -5-So -k 1 `48 % Ar446 . 1 11560 — GAL �3.° 2 tC"f SEPTIC TANK �Gi /evc Ss) NF-Li 2. 726 . 1/0 79. N 50 10'W x 2 r.D--z s-, o 7 OfVAO- 51 ZH OF Mq _ S DA SITE AND SEWAGE PLAN -Y; .R LOCATION : l0! EH/&C._ 7�0� No. 1140 it--- 35�r A— 5),ri9- S4NrTAR`P� PREPARED FOR : �cI-frN C/1.OSS Se&( V.1 DARREN M. MEYER, R.S. SCALE : Sir � 43 VINE STREET DATE: !7 ° 3 DUXBURY, MA 02332 PiT1;D"• �V(� �to i�� �� DATE HEALTH AGENT (781) 585-0293 ! NOTES: 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS. &DIMENSIONS IN THE FIELD I 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, N DETAILS,&FINISHES IN THE FIELD WITH OWNER 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT FIRST FLOOR TO BE V-10"ABOVE SUBFLOOR 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS EXIST. STATE BUILDING CODE,9TH EDITION AMENDEMENT&IRC2015 DECK 5.) 110 MPH EXPOSURE B WIND ZONE i 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING I Lld { 2s'-o m(Ftlri 7.) ALL LVL LUMBERlBEAMS TO BE 1.9e Ll360 LOAD ie'o• 8.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL SIMPSON COMPONENTS 9.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS ! TO BE 3000 PSI A A A2 10.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE.SITE DURING FRAMING CONSTRUCTION 11. TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE 1"Y� 92.)FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY %A EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS'1MTH THE INSULATION INSTALLERICONTRACTOR. (fl 13.)ALL HEADERS TO BE 2-2 x Vs UNLESS OTHERWISE NOTED ! 14. THIS STRUCTURE IS DESIGNED TO THE AF&PA WOOD FRAME CONSTRUCTION Ili DINING )MANUAL FOR 110 MPH EXPOSURE"B"LOCATION PER SECTION R301.2.1.1 11 ._. KITCHEN III m BEDROOM#4 i1� � I BEDROOM#5 2 x 8 FLOOR JOISTS LII 2 x 8 FLOOR JOISTS - - �.WI A'i'3v�t4"z'� p1ERE�Ac`�'(1j 10 z IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS END OF NEW BEAM W/30"x 30'x 1�' 3'0'F4SLDING _ 0 _ - .CLIMATE ZONE 5(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION _ CONCRETE FOOTING IN THE CRAWLSPACEri O HALL 51. TABLE 402.1.7(MINIMUM PRESCRIPTIVE WSUtATION&FENESTRATION REQUIREMENTS) ,j_-— _ I FENESTRATION SKYLIGHT CEILINd WOODFRAMEDYML FLOOR BASEMENT WALL SASEM84 BLAB CRAYJL SPACE NML U-FACTOR U•FACTOR R-VALUE R-VALUE - R-VALUE R-VALUE R-VALUE RVALUE ' i I © 0.30 M 0S3 49 20m13+s 30 trs 110(4FT.DEEM IV19 _ 0.MMENR DN. 1 5 NOTES: j I.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. 2,15119 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR 0 OF THE HOME OR R=19INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WAIL CLOS', I 3.REFER TO IC-CC 2015 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS —— d § 4.13 r S MEANS R5 CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR EXIST. !i BATH _ L ((��� aR13 CAVffriNSULATIDN t U� STUDY m l l I I , 1 I BEDROOM#3 NEW 4 x S POST UNDER EACH-- -� I END OF NEW BEAM W130'x 30'x 1@ CONCRETE FOOTING INTHE UF.-. �i \a CRAWLSPACE CLOS. BATH -- - NEW BEAM ABOVE 1J - OO _!,x UP �J'ffl-l.,v l,. O pA Gs Up UP M © � ! ATH i I CLOS. LIN. vn i _ s k HALL CLOS. CLOS. au i 1 CLOS, i 0 - s - - NAILING SCHEDULE BEnM�j;c� I ---------_ --- ------ ---------------------- 110'MPH EXPOSURE B WIND ZONE JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING - ROOF FRAMING: p - BLOCKING TO RAFTER(TOE NAILED) 2-ad _ 2-10d EACH ND I LIVING Ii i ENTRY RIM BOARD TO RAFTER(END NAILED) 2.16 d 3.16d EACH ENO .WALL FRAMING: _ p ,4/yy.1 p T SA71 E SECTIONS(A NAILED) 4-1 5-18d A S N Ili _ BEDROOM fF l BEDROOM#2 HTUD TO STUD(FACE NAUD) 2-EADER O HEADER(FACE NAILED) 16dSd 16d� 18"ox.ALONG EDGES d - FLOOR FRAMINOt 0: - - JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d - 4.10d PER JOIST I 8 BLOCKING TO JOISTS(TOE NAILED) 2-Bd 2-10d EACH END - BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-lad 4-16d EACH BLOCK - - LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3.16d 4-16d EACH JOIST JOIST ON LEOGERTO BEAM(TOP NAILED) 3-0d 3-10d PER JOIST - COVERED - BAND JOIST TO JOIST(END NAB.EDI 3.16d 4-16d PER JOIST PORCH _J1 BAND JOIST O SILL OR TOP PLATE(TOE NAILEDD 2.16 d 3.16d PER FOOT v - - ROOF SHEATHING: WOOD STRUC ORAL PANELS(PLYWOOD) tl - RAFTERS OR TRUSSES SPACED UP TO 18"o.e. ed tOd 9'EOGElB'FIELD RAFTERS OR TRUSSES SPACED OVER IW ox. 6d�. . ,0d � 4'EDGE/'FIELD GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG Ed 10d S'EOGEIB"FIELD GABLE END WALL RAKE OR RAKE TRUSS Sd 10d - 6'EDGER'FIELD A W/STRUCTURAL OUTLOOKERS A2 GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS ad -10d - 4'EDGE/4'FIELD CEILING SHEATHING:. GYPSUM WALLBOARD 6d — T E FJ10'FIELD FIRST FLOOR PLAN WALL SHEATHING: WOOD STRUCTURAL PANELS(PLYWOUD) LEGEND: _ Sf._COND FLC)OR PLAN STUDSSPACEDRBOAR UP TO 'A - -Od -_ ,Od 6"EDGEWFIELLD - 1i2"&26T32"FIBERBOARD PANELS Bt1 3'EDGEAB'FIELD EXISTING WALLS SMOKE DETECTOR 1n'GYPsuMwALLBDARD 6d reooElo FIELD FLOOR SHEATHING: . - - WOOD STRUCTURAL.PANELS(PLYWOOD) j --i CONSTRUCTION TO B REMOVED ©CARBON MONOXIDE DETECTOR N OR LESS THICKNESS Sd 10d a^EDGE/12'FIELD L _J - GREATER THAN 1'THICKNESS - 10d - - Ird 6"EDGE16"FIELD ® NEW CONSTRUCTION j THE DESIGNER SHALL BE NOTIFIED IF ANY COTUiT BAY DESIGN, LLCNE r'yo}'S ' ERRORS A IN SSIONS PRIOR TO FOUND ON SC R O�y jF�l h THESE DRAWINGS PRIOR DI STARTTR : SCALE - DRAWING NV. 43 BREWSTER ROAD i ADD!T I DEL 1 PLAN FOR. N,1COw�cL�o CONSTRUCTION.THE BUILDING THE CONTRACTOR 11 1 /1 p G s �O�pAL WILL BE RESPONSIBLE FOR THE CONTENT '1/4 ') �,0 .. pMASH/F�"pEE ,MAAq..I OZV49 N - - _ _ _ _ _ _ Noy477 COMMENCESIN THESE WI GS IF WITHOUT _ I H. t508 274-i 1.66 K E N B \E DY RESIDENCE � � - a kSS10 o w COMMENCES DRAWINGS ARE NOTIFYING THE '. FAX(50�) 539�9402 .. q ors11;Q6pd` THESE ND OWNER N ARE SOLELY HER THE USE / OF THE OWNER NOTED.ANY OCHER USE OF DATE �'�,��I // THESE DRAWINGS REQUIRES THE RTHEWRITTEN 4/3/+018 N/I/! LGG"`••"' CONSENT OF THE DESIGNER UNDER THE 1 101 I E DG E H I LL ROAD HYAN N I S P O RT, MA //�''11 O U�•0�I ARCHITECTURAL COPYRIGHT PROTECTION _ �! ACT OF 19%. , I i s . i I� i I 13'-0" 10 12 NEW PVC 1 x 8 RAKE BOARD EXIST. W/1 x 3 DRIP BOARD 12 A EXIST. A �► G1 G1 �m ITFII -- fill HE NEW WOOD FRAMED FLOOR TO BE INSTALLED NEW NEW NEW PVC 1 x 6 ANDERSEN ANDERSEN 111111 HE DH WINDOW AWNING Ulf HIM I CORNERBOARDS VERIFY R.O. WINDOW LINE OF LOFT ABOVE VERIFY R.O. NEW W.C.SHINGLE - - — — — — — — — — SIDING 5"TO o o WEATHER \ Y N N NEW STORAGE NEW DOUBLE DOOR W/ (FORMER GARAGE) PLATFORM,VERIFY ALL DETAILS W/OWNER 2.8"x6.8„ NORTH NEW 36"x4 ' STEP EAST ELEVATIONELEVATLON ��, PLATFORM bo ico io o x x O O M 'C7 -- - — EXIST. 12 INFILL WALL TO MATCH EXISTING &INSTALL NEW 2-2 x 10 HEADER 10, 12 EXIST. XIST. FLOOR PLAN IIII IIIIIIH[IIIIIIIIIIIIIIIII S w LEGEND: C EXISTING WALLS CONSTRUCTION TO BE REMOVED 1 NEW CONSTRUCTION 11 11 IT 11 liffi M 11 1111 11 It 11 111111 11 IT 11 11 IT N F - NEW 2 x 10 RIDGE BOARD EXIST. 12 2 x 6's @ 16"D.C. SOUTH ELEVATION- WEST ELEVATION- EXISTING �2 x 4 RAFTERS FILL EXISTING RAFTER&WALL STUD BAYS W/SPRAY FOAM INSULATION. 12 EXIST. THE R-VALUE TO BE DETERMINED EXI NOTES. LOFT BASED UPON 4"DEPTH ST. TOP OF PLATE 2 x Us o.c. INSTALL SIMPSON H2.5A 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS TIES AT EACH RAFTER & DIMENSIONS IN THE FIELD NEW 1/2"GYPSUM BOARD EXISTING 2 x 4 ON WALLS&CEILING 2.) CONTRACTOR TO VERIFY ALL INTERIOR & EXTERIOR MATERIALS, WALLS DETAILS, & FINISHES IN THE FIELD WITH OWNER 3.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF NEW ALL SIMPSON COMPONENTS STO RAG E 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS (FORMER GARAGE) NEW P.T.2 x 6OD SUBFLOOR&16°D.C. W/3/4"PLYWOOD SU STATE BUILDING CODE, 9TH EDITION AMENDEMENT & IRC2015 FL 4"RIGID INSULATION TOP OF FOUND. 5.) 110 MPH EXPOSURE B WIND ZONE 6.) VERIFY ALL PLUMBING & ELECTRICAL DETAILS W/OWNERS ON THE SITE DURING FRAMING CONSTRUCTION EXIST,CMU FOUND. WALLS TO REMAIN 7.) TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO. 2 GRADE A SECTION @ STORAGE G1 THE v ERRORSIOR OMISSIONS A E FOUND ON GNER SHALL BE NOTIFIED IF YSCALE DRAWING NO. ; COTU T BA I DESIGN LLC NEW RFOR; THESE DRAWINGS PRIOR TO START OF EMODELING CONSTRUCTION.THE BUILDING CONTRACTOR 11 111 43 BREWSTER ROAD WILL BE RESPONSIBLE FOR THE CONTENT 1/4 = 1 -O IN THESE DRAWINGS IF CONSTRUCTION (] COMMENCES WITHOUT NOTIFYING THE MAS H P E E MA. 0264 E N N E D Y R E S I D E N E DESIGNER OF ANY ERRORS OR OMISSIONS. C THESE DRAWINGS ARE SOLELY FOR THE USE DATE P H. (508 274-1166 OF THE OWNER NOTED.ANY OTHER USE OF THESE DRAWINGS REQUIRES THE WRITTEN 1 FAX (50 ) 53 V-�J402 1 O 1 E D G E H I L L ROAD HYANNISPORT, M A CONSENT OF THE DESIGNER UNDER THE 3/7/20 1 8 ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. s PRELIMINARY DRAWING NOT FOR CONSTRUCTION N F EXIST. DECK 28,A„ 28' NOTES: 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS &DIMENSIONS IN THE FIELD A A 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, DETAILS,&FINISHES IN THE FIELD WITH OWNER 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT —� FIRST FLOOR TO BE V-10"ABOVE SUBFLOOR I 4. ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS ------��- -i' OI ;�__,__sue__ STATE BUILDING CODE,9TH EDITION AMENDEMENT&IRC2015 - - 1 UI _-------_=_-- 5.--J I L--__---- ) 110 MPH EXPOSURE B WIND ZONE 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, DINING OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING IVj 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U360 LOAD KITCHEN 10 8.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF BEDROOM#4 lV ALL SIMPSON COMPONENTS I 9.) ALL CONCRETE USED FOR FOUNDATION WALLS, FOOTINGS&SLABS - 0 BEDROOM#5. TO BE 3000 PSI s 1a-7 10.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE DURING FRAMING CONSTRUCTION ---- a=� 11.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE STACK W/D - ----"I Q 12.)FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY 0EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION —_ Il BATH• / ` HALL Q INSTALLER/CONTRACTOR. 1 I D B H#4U�to 13.)ALL HEADERS TO BE 2-2 x 6's UNLESS OTHERWISE NOTED W I 1 ci�`i , I' 14.)THIS STRUCTURE IS DESIGNED TO THE AF&PA WOOD FRAME CONSTRUCTION — ' 4 ' / I MANUAL FOR 110 MPH EXPOSURE"B"LOCATION PER SECTION R301.2.1.1 -- Millzil s= I O EXIST. I I " I((` QLIN 1 0 STUDY II II I I ❑ IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS _ BEDROOM #.3 CLIMATE ZONE 5(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION TABLE 402.1.2(MINIMUM PRESCRIPTIVE INSULATION 8 FENESTRATION REQUIREMENTS) UP �� - I(M1 - FENESTRATION I SKYLIGHT CEILING WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL U-FACTOR LLFACTOR R-VALUE k-VALUE R-VALUE R-VALUE'. R-VALUE R-VALUE -- BATH# \ \ iCLOS. 03D MASS, 0.55 49 20a13*5 30 15N9 10N FT.DEED 15/19 AMEND. 10'_2„ - - NOTES: 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. O UP O - UP O O �\� ❑ S 2.15/19 MEANS.R-15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR l HALL. n OF THE HOME OR R=19INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL n 3.REFER TO IECC 2015 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS ATH - it1 rys+. "IT -n 4.13 R 3 CAVNTY INSUOLATION NTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR LO II ATH# Q 1 CLOG. ASSUMED BEAM-------------- __ I L ------ NAILING SCHEDULE -- -- —————— ————————————— 13'-2" 110 MPH EXPOSURE BWINDZONE JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING ROOF FRAMING: LIVING I I ENTRY 13' 0" BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-10d EACH END 1 - RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-16d .EACH END r EDROOM in WALL FRAMING: i I (VAULTED) BEDROOM#2 TOP PLATES AT IN RSECTIONS(FACE NAILED) 4-16d 16d AT JOINTS STUD TO STUD(FACE NAILED) 2-le d 2-16d 24"o.c. HEADER TO HEADER(FACE NAILED) 16d 16d 16"o.c.ALONG EDGES FLOOR FRAMING - JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-1 Od EACH END ------ --i r-----_-- BLOCKINGTO SILLORTOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK r------- .LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) &16d 4-16d EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAJLED) 3-5d 3.10d ST COVERED I I' —v AND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16d 4-61 PER FOOT PORCH —��--- _ __ __—__ BAND JOIST TO JOIST TOND P ILED) -16d 4-16d PER JOIST ROOF SHEATHING: ® - WOOD STRUCTURAL PANELS(PLYWOOD) - RAFTERS OR TRUSSES SPACED UP TO 16"o.c. Sd 10d 6"EDGE/6"FIELD RAFTERS OR TRUSSES SPACED OVER 16"o.c. 8d i 0d 4"EDGE/4"FIELD A GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6"EDGE18"FIELD A GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 6"EDGE/6"FIELD W/STRUCTURAL OUTLOOKERS - GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 6d 10d 4"EDGE/4"FIELD - 13'-10" t4,-2" CEILING SHEATHING: FIRST FLOOR PLAN GYPSUM WALLBOARD 5d — T EDGE/10"FIELD WALL SHEATHING:28'-a - : ' LEGEND UP SECOND FLOOR PLAN STUDS/2"&25SPACED IB FIBERBOARD A 5d 10d EDGEflT (� EXISTING WALLS O SMOKE DETECTOR 12"&2513UM WALLBOARD PANELS 5d — rEDGEA3"FFIEL i/2"GYPSUM WALLBOARD Sd T EOGE/10"FIELD FLOOR SHEATHING: CONSTRUCTION TO BE REMOVED (0 CARBON MONOXIDE DETECTOR ;OD SsSTHICRAL PANELS(PLYWOOD)VOR 6elod 6"EDGEI1r FIELo GREATER THAN'I"THICKNESS 10d 16d 6'EDGE/6"FIELD NEW CONSTRUCTION THE DESIGNER SHALL BE NOTIFIED IF ANY COTU I T BAY DESIGN, L LC ERRORS OR OMISSIONS ARE FOUND ON 8 Q B NEW ADDITIONREMODELING PLAN FOR: CONSTRUCTION DRAWINGS PRIOR TO CON I OF I OR SCALE : DRAWING NO. 43 BREWSTER ROAD WILL BE RESPONSIBLE FOR THE CONTENT ''/4TT 1T�o11 MASHPEE ,MA. 02649 - IN THESE DRAWINGS IF CONSTRUCTION ,K/ R COMMENCES WITHOUT NOTIFYING THE PH. (508 274-1166 ' \E N N E D Y � \E S I D E N C E - .DESIGNER OF ANY ERRORS OR OMISSIONS. ' FAX 3 THESE DRAWINGS ARE SOLELY FOR THE USE DATE TE ". FAX �SOs > 539-9402 OF THE OWNER NOTED.ANY OTHER USE OF /1 101 E D G E H I L L ROAD H YA N N I S P O RT, MA THESE DRAWINGS REQUIRES THE R THEEN 12�5�20 s CONSENT OF THE DESIGNER UNDER THE Al ARCHITECTURAL COPYRIGHT PROTECTION ACT OF1990. - PRELIMINARY DRAWING NOT FOR CONSTRUCTION 12 12 12 Fffl ,2 a T ® ® ® 4fl ® ®Effli tV =1 =1 =1771 Uil =11 ival FT-n � � ® ® EH - 00 ILL111 fl OLD i LLI EAST ELEVATION SOUTH ELEVATION 12 12 a � H FM ,2 FM Rm :m =I Rfl MA R IFM Fm E LLU LLA fol -=I FM FM Fm LLL11 FEE ® ® - m A LLLJl E LLL1 L= NORTH ELEVATION WEST ELEVATION ,III /'+ �/ DESIGN, THE DESIGNER SHALL BE NOTIFIED IF ANY j COTUIT BAY'DESIGN, LLC ERRORS OR OMISSIONS ARE FOUND ON SCALE : DRAWING NO. F ® NEW ADDITION/REMODELING PLAN FOR: CONSTRUE ONTHEBU DN�1-oNI"L,IVR 43 BREWSTER ROAD WILL BE RESPONSIBLE FOR THE CONTENT 1/4" MASHPEE ,MA. 02649 lN THESE DRAWINGS IF.CONSTRUCTION PH. (508) 2Z4-1166 K E N N E D Y RESIDENCE COMMENCES WITHOUT NOTIFYING THE 8 DESIGNER OF ANY ERRORS OR OMISSIONS. c FAX (50 539-9402 THESE DRAWINGS ARE SOLELY FOR THE USEOF DATE 101 E DG E H I LL ROAD HYAN N I S PO RT MA CONSENT TOFTHEDESINOTED ANY OTHERUHEQF THESE DRAWINGS REQUIRES THE WRITTEN A2 ' CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION 1 2/5/201 8 ACT OF 1990.