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HomeMy WebLinkAbout0072 RIVER ROAD - Health 72 River--Road;- '•. a Marstons Mills' I _ A 078 0170 ;U I i i I TOWN OF BARNSTABLE SEWAGE #,�2 VILLAGE /9 2S Tv V-5 /a'f� ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO.AP e 61 C a�--5 e*,P' .S 6, "> 7-S- 13 d lz- SEPTIC TANK CAPACITY r -S-0 d LEACHING FACT.TTY: (type�.3)5®y 46_A�— LA 5 (size36 X �3 X NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: / S� COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 a � G1"ram 13, c 2 y 13 C� D �; 3 ,5 _ L � a a No. 3 f ., Fee THEf COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Zipplication for 33i6po5al *pgtem Congtruction Permit Application for a Permit to Construct Repair( )Upgrade( )Abandon( ) FYC/Omplete System O Individual Components Location Address or Lot No. 7Z gi�r r /' Owner's Name,Address and Tel.No.Assessor's Map ce O! /yylS O�s, R � mil dW;1eI41� Installer's Name,Add ss,and Tel.No.71; _ % Designer's Name,Address and Tel.No. d', l o+n - Type of Building: �\ Dwelling No.of Bedrooms Lot Size JT Z sq.ft. Garbage Grinder(111!�/D Other Type of Building P�P� No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow l gallons per day. Calculated daily flow ZZ 0 gallons. Plan Date r�� df Number of sheets 2 Revision Date Title Size of Septic Tank SD 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 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 th' B d o Health. Signed Date Application Approved by Date 0 t Application Disapproved for the following reasons Permit No. �° " �3 Date Issued /0 V 1 U t)L� r Y t e No. � 4+} s Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: 1 ' Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01ppYication for Migaar *pgtem Congtructton Permit Application for a Permit to`Construct( r)Repair( )Upgrade( )Abandon( ) CJ Complete System ❑Individual Components +w Location Address or Lot No. Owner's Name,Address and Tel.No. . . . _ ,� �� Ma 'Assessors Mp/P ce Installer's Name, drerTel.No. Designer's Name,Address and Tel.No. o SZ Type of Building:' Dwelling/ No.of Bedrooms ` Lot Size �327� sq.ft. Garbage Grinder Other ,t Type of Building )?e31 eyce No.of Persons Showers( ) Cafeteria( ). Other Fixtures ' Design Flow gallons per day. Calculated daily flow �7 gallons. Plan Date S— 17 Number of sheets Z. Revision Date Title Size of Septic Tank~ 4%00 Fy/ Type of S.A.S. �s' S /� /Z '�'� v Description of Soil p 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 issue by11 th'. B and ot Health. Signed Date' Application Approved by /�--� Date f) t 3' 0T Application Disapproved for the following reasons Permit No. U - S-3 Date Issued /U ' "G V — ——————————————— ————————.————— - --— — THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CE IFY that t e On-site S wage Disposal System Constructed ( ) Repaired ( )Upgraded( ) Abandoned( )by arc A at 7 Z X/Pe /� ��'�S���-`' ✓��� has been constructed in accordance with the provisions ofjktle 5 and the for Disposal System Construction Permit No. .200LI-539 dated Installers Designer ,�CA The issuance of this permit shall not be construed as a guarantee that the yste t u ctlon as designed. Date �� d 5 Inspector w — ��-��------------- ------------- No. o Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Digponl *pgtem (fongtruction permit Permission is hereby granted to( struct( ✓)Rep�airi )Upgrade( )Abandon System located at 7 y7 /�� 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 years of the date of th' erm, . Date._ Approved by r Town of Barnstable Regulatory Services . . .... Thomas F. Geiler,Director BARNWAB. Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form_.. Date: OS Designer: ,"ker �i.yy � � Installer: A2 h Address: `10 6 T-4ue R J Address: X On �1 P� kG ��' � was issued a permit to install a (date) (installer) septic system at ? -e y p..r koO • based on a design drawn by (address) dated (de goer I certifythat the se tic's stem referenced above was.installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State& Local a ations. Plan revision or certified as-built by designer to follow. OF BRUC� � - G. MURPHY ern s 1 ature) NO.T49 Alf7-5;���� (Designer' Sign e) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE 'OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTVI THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE P LIC HEALTH DIVISION. THANK YOU. Q:Health/SepticMedper Certification Form °pt► ,e,,• Town'of Barnstable P ti Department of Regulatory Services -DARNsrAbLs, ! `+ C °' '� 'Date � :Public Health Div><s>ton9. ,t , r °rFnMrt"�0 f ;•c ;,* 200 Main Street,Hyannis .y Date Scheduled - —' 3/ 0 2. Time D:vv .�►- ..Fee Pdll yes Soil Suitability Assessment fog Sewage Disposal Performed By: {y S S D ' I (� A/LAY Witnessed By: DAV j)) �I!I'1 =I _, i, 1 9 I �� 1 !I 'P �NI�i��u9 j' GI a 4 u i I n4..1 I ! 7.i1 11 R11 I�II�I ...i�Ri�I IkM!cunu i d. "I Owner's Name /ZU6L�+t-T LR+�€ Location Address -7 Z /%i p 1`�(� + � CP—L 0�Z� /i') • rAi�!s Address Assessor's Map/Parcel: I�— 1 7—o f Engineer's Name $� l71 i�► NEW CONSTRUCTION REPAIR Telephone# 8 ��� d• Land Use U A'l'��4&fZt W4'JtAAL'Slopes;(%) ' �'- dace Stones 11�© Su Distances from Open Water,Body' 7QQ ft Possible Wet Area? ft Dnnkmg.Water Well ft l �.. _ ! Drainage Way ? ft ;Property Line —ft ' Othe{ t 1 ft '_._.......,.... w _ a SKETCH:(Street name,dimensions of lot,exact locations of,tdst If6tds&perc tests;locate wetlands in proximity-to holes) i I � I I 3A ce Parent material(geologic)�,iL AC.1(kL Uu'rI.)RS K Depth to Bedrock Depth to Groundwater: Standing Water in Hole: b Weeping from Pit Face Estimated Seasonal High Groundwater, 7.I 6) / p O��JJ ''�� n "'1 'i r »1.ss 'nI� ' Il''ii1kl l��9Jhh��IuipPP�,, ! 1•� ;�r F , Ie 6 1'i'I V��IIl41fl��I I h1 tk�I1IIIlC'lFf'a it nI' aid I IiM Method Used: ` -Depth-Otrserved sianding in oo�.hole: 'in. Depth to soil mottles: Ia. Depth to weeping from side of obs,hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor . Adj.Groundwater Level_ r�i 1 �-d l �i y���: :�GIP '1 !il!!I��°w ��ly'!�• �h4 L�'.iilll�l;n'• .ILuil��ili'1 I;'k11I II NiVAtl4l' v I i�f�'��' duly. �111,.. U 9'c11�iiFV Observation 1 A Hole# Time at 9" / I Depth of Perc _(�2 ' Time at 6" Time(9 Start Pre-soak Time @ _ s t End Pre-soak Rate Min./Inch Z' ^ / Site Suitability Assessment: Site Passed V Additional Testing Needed(YM) Original: Public Health Division Observation Hole Data To Be Completed on Back--------- Q:HEALTH/WP/PERCFORM i r, E ?: �,IIJ I44! ILh,I gr1l cI41 S I ° i y �. r:� '.,F �".I !�Rol ,'I'� � II a J 'fii,l!1I; a „ y ' e Depth from ,:.r, Q.,,�Soil Horizon. So11exturt c Colori Otter Surface(in.)" (USDA)' w(Munsell) 'U05ttling' ` Structure,`'Stodes,Bouldets.,, Consistency,"/o Gravel L o S.— .rS. o Ar1 /oY�L 3 N 1-6AM J0Yk SIB Gor%t P AT- E !!�� m� �'{4. .. JJ I I1 q II �I13 �1�..aIG,Y0&!I d' 't 1 ,d ,1' 1 I. .. ! Depth from Soil Horizon Soil extura oil Dolor Soil Otlier, Surface(in.) (USDA) (Munsell) Mottling Structure,Stones,Boulders. Consistency.%Gravel 0_7 �- s� LWfT4 /DY2 s/3 t o 7-ZZr' B L opm /oY2 s/g ; Comet pA,,e-- S t 1 I I. y �. ;I I I'�J'N:'41� Nil II. I l I .: �IgIR�IJIICNIIIIIMI4I�II�Ih��.h11I II I:4 Depth from So I Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling Structure,Stones,Boulders. y ", Consistency,%Gravel) II� Ip, I i Iti IInI .jII I N �II (I I Illpp� '+41 I'U46u d 1 Ii1N4�I I I qMP IIIIIII�i II Illi !1i41 I� III b �! I I rIhJI�tE s Ji i�1 I I "I N :i r i„ a ` Depth from Soil Horizon Soil Texture Soil Color Soil `r r ,''Other Surface in. SDA) (Munsell) Mottling Structure,Stoties,''Boulders. Consistency,%Gravel) Ve Flood Insurance Rate-Ma P: Above 500 year flood boundary No Yes Within 500 year boundary No Yes Within 100 year flood boundary No Yes Depth of NaturAf 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? ° If no what'-isthe•de th,of naturally occurrin envious material? k p y _ _gp ' `i � r.•t:! ..^ j.J,{' Y`- � .r{? Z ; �.v,�1 R 1.�M.J �C7 .... .. • Certification = I certify'that.on' =' ''9`�. (date)I have passed the soil evaluator examination approved ly tfie'` Department of.Environmental Pr'otectiodand that the above analysis was performed'bynie'consistent with the required training,expertise and a erience described in 310 CMR 15.017. Signature f Date 7 3/ DZ_ Q:HEALTIi/WP/PERCFORM TOWN OF BARNSTABLE LOCAtION (Cx\ \LrZA_ IRQ SEWAGE # Q _ Q145 VIT LAGE 'M° ASSESSOR'S MAP & LOT077jff,,0/ INSTALLER'S NAME PHONE NO. `\ "f)—wO SEPTIC TANK CAPACITY LEACHING FACILITY:(type)a- (size) 61(c NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER N-1 1� � DATE PERMIT ISSUED:_ �`�� i DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No ' ' 4 � ' � O �, ,_ �cPa�� � � ,� ,� ,� �:�� c�� c.� �. .� t f�,��- � MARSTONS SITE �tf?LAN • BENCHMARK TOP OF DRAIN CRATE - C BID.H. LOUEL MILLS LOCA a'•t. EL=55.7f (CIS) 7�2 / .(FND `� J - N o/ Jill" R 1 7 ROAD 31 �PL2.5 �ryo\tin�:.. l ENS INc LOCUS 9�� MARSTONS . S MA. 1500 CAL TANK 0 oj4� TO BE REMOVED PREPARE FOR. EXISTING N`�B•O 6'S N CLEAN c` CESSPOOLS 2 ti x 70 BE PUMPED & a�, `°- our 25. \ FILLED W/SANDa' oL P001, -9 MAY s -. 2004 2g' & FIL1' 4' At�r , Ln TRL'L'T SCALE. �l' 1 =30 EN N 2a. PU MILL .,,..,. ����HOUSE��;������ o Po --�! 6 qi O \ 172,sa,fi:;:;.. w RD U 0 3 m o - �t 4 ; 'E Z1�E \. =,t BRICK HOUSE`::..::... �$tC F1' ------- \ W o b E 5�U PATIO 3a"� ---- ... - DRAIN zo- ` DECK KEY MAP p / ,, f 2 ••• Al -' VE \PIT .............. N ............. PLAN REF` .547179 A.M. 7B/ D -, \ o � \ • .......... DECK BERNARD V. O ILL ] AVE `�jS'�— v.( \♦ \ �`� 5' I ZONING. .,yB-A" t , - _ k P -,-' . . o ♦ . 23. DEED.- 6161/2 iNG 6 /1• cr .C.B./D.H. GROUNDWATER PROTECTION + x1$'f N ♦ o ♦ s _, (FND) OVERLAY DISTRICT 'Af'" E ,,,--' __ 6 ♦ ♦ N o ASSESSORS MAP 78 PARCEL 17 i '/ _ ♦♦ ♦`, -' a, 0/27) �' / EXISTING .n' � 125 31 /���� 90 A. P00L /�,�N��, / / ♦ �`�'. E „E \ AREA 43,24'9-f S.F. o yn 9 2 N48.01,58 �\ ' METER ^��� �.\ � /i �/ P� ' . POLE \\ PIT ' '' \ TY � ems\ '✓ �'� / 'i/ / ...., ND i1 a IN / �`i / A T % . / G / IZIZI UPOLE - �j5 Tv 2 TPa� t �\t /� . / / �`.. . . ....... .. ACC; FAS w LINE B"E " 0g ./ /� BARN ZI C caw ATER .�1'5 \�� ";.......... 1 w. , .......... N ......... . PLAN 575160 �. _ _. 2 w r F16 ® ` LOT 2 ? \ / � �/ s;=� Nv �g lit 6ME\ 749 i UTILITIES row �DK suvE Ae 1 0H YANKEE SURVEY CONSULTANTS UNIT 1, 40 INDUSTRY ROAD P. O. BOX 265 MARSTONS MILLS, MASS 02648 TEL: 428-0055 FAX 420-5553 ts, NOTE. ALL STRUCTURES SHOWN ARE PRE-EXISTING J, GM i TAP OF F6UNDATAIN ELEV.=57.0' 20, MIN. 10' MIN. METAL CO VERS TO GRADE ' { 4. SCHEDULE 40 P.VC MIN. PITCH 1/6 PER FT 27LAYER OF WALKOUT SLAB ♦ . ♦ / / . EL=56 \---CONCRETE COVER WASHED STONE . / ♦ ii i i ♦ / / ♦ / ♦ i ♦ ♦ / / ♦ / LCA GRAVEL- EL=56 4" CAST IRON PIPE 6" MAXNEW (OR EQUAQ MINIMUM6" MAX PLUMBING PI7C'H 114 PER FT SAND rl FLOW LINE id` EL=53.1 10" = _ = = 0 = _ _ _INVERT 1MIN.. 14" EXISTING 20 - o00 = _ _ _ _ = = _ = _ _ EL.=54 5' \—INVERT � LEVEL ° _ADD GAS / 6 SUMP o o _ _ = _ = _ _ = o = o 00 INVERT BAFFLE EL 54— INVERT INVERT 000 o c° _ _ = _ _ = o°o°o L, EL.=54.25 d f L.= 52.75-- EL.=52.5 -- 4' 4 DISTRIBUTION (3) 500 GAL LEACHING CHAMBERS --15Q0__GALLONS EL.=52a' BOX H-2O I2.B' X 35.5' TRENCH FORMATION NEW SEPTIC TANK TO BE WATER TESTED H-2O IF MORE THAN ONE OUTLET H 2O PLACE ON 6" STONE h . PROFILE OF 314" TO 1-112" SOIL ABSORPTION DOUBLE HASHED STONE STONE S YJ TEM (SAS) - SEWAGE DISPOSAL SYSTEM NOT TO SCALE NO OBSERVED. WATER TABLE (718103) ELEV.__4_5.3' OBSER VA TION. HOLE; ELEV=56.8 PERCOLA TION RA TE <2 MIN./INCH A T 36" OBSER VA TION HOLE 2 ELEV. __5_6. 5 INSTALL (3) 500 CAL LEACHING CHAMBERS H-20 DEPTH HORIZ TEXT(WE COLOR MOTT. DEPTH HORI TEXTURE COLOR MOTT. SPACED I' APART WITH 4' STONE ALL AROUND 0"-8" A SANDY LOAM IOYR 5/1 0"-8" A SANDY LOAM 10YR 5/1 12 8' X 35.5' 8"-30" B LOAMY SAND 10 YR 516� 8"-30" B LOAMY SAND IOYR 5/6 Cl MEDIUM SAPID 10YR` 6/6 PERC. 0'"-126" Cl MEDIUM SAND 10YR 6/6 GENERAL NOTES NO WATER .ENCOUNTERED NO WATER ENCOUNTERED 1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. P# IO, 4�91 TITLE 5 AND THE TOWN OF _BARN�TARLE---- RULES AND. l SOIL TEST REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. DATE OF SOIL TEST 718103 SOIL TEST DONE BY BRUCE C. MURPHY, R.S. 2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO WITNESSED BY: SAM WHITE WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12" 3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING, H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. . OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE DESIGN ,CALCULA TIONS.' USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 4) ANY MASONARY UNITS USED TO BRING CO VERS TO GRADE SHALL NUMBER OF BEDROOMS . . . . . 4 BE MORTERED IN PLACE. GARBAGE DISPOSAL . . . . . NO 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH TOTAL ESTIMATED FLOW DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO i. 110-_CAL/BR./DAY x 4 BR.) 440 GAL/DAY OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. ( 6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR SEPTIC TANK CAPACITY 1500 GAL IS TO CALL "DIG- SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS SOIL CLASSIFICATION 1 PRIOR TO COMMENCING WORK ON SITE. f DESIGN PERCOLATION RATE . . . < 2 MIN/IN. 7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS EFFLUENT LOADING RATE 74 GALIDA Y/S.F SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ! LEACHING CAPACITY (AREA. X RATE) 47B GAL/DA Y �► 8) PARCEL IS IN FLOOD ZONE-- RESERVE LEACHING CAPACITY . . . 47B GAL/DAY 9) LOT IS SHOWN ON ASSESSORS MAP. _Zd_ AS PARCEL (35.5X128X. 74)+(35.5f35.5+12.8+128)X2X. 74) J PAGE 2 OF 2 ✓# 53633 U �a zA� waoCDo ZD-T A Wv m qq �WNN F 3W00o o10 �n LAUNDRY ® � axw 1 MUDROOM BEDROOM M I U - CLOS_ C_L_OS. DN. DN. I I I I BATH UP PATIO ' KITCHEN O BATH O` LOFT Cl \ CLOS. BATHER I W.I.C. i GREAT j o BATH C ROOMQ A r n ---1 ZO 0 1 \� HAW LIN. DN.. /\ DN. W.I.C. ---J C Q HALL O LIVING DINING MASTER BEDROOM ►-+ � ROOM ROOM BEDROOM �y x UP W r, H SCALE DECK. BALCONY BALCONY j/4" = 1'-0" DATE FIRST FLOOR PLAN SECOND FLOOR PLAN 5/20/2008 DWG. N0. EXI OUTLINE OF / t 22-1- Z DECKABOVE - b b C3 o CIO cu .I .. .� to xs� foEa� DECK w _gym tD bm F r-r 3 W SOU') " BATH RETAINING WALL O ------- -----=DR.--- -- - U v Ci [i r----- 8R F-----rr — b r---- Q �. c BEDROOM © O UN. CUT TOP OF EXIST.WALL TO PATIO HEIGHT&FILL . . _ WITH NEW SOIL EXTEND I — 1 1 b 11 - EXIST.PATIO TO NEW —— f 1 2'S"x 6'B" w . FOUNDATION WALL 1—— A 2-6" 3 6" STACK A rc-vir HALL A i G Err'x 6'B" WfD D A G4 I I BIFOLD 7 R G I G CLOS.b I CLO QS 3VxVir UP M b i ----.---.- -- 2V VW J O P.T.S x 6 to 1 oo. GARAGE Posts i 1sR " i ACCPANESS Fq < (4"CONC,SLAB �aC PITCH 2'TO O.H.DOOR) 4,s; i� I GAS F.P. - RE - aQ Za ,, (VERIFY MFR. - KITCHEN 1 F LLmQ Y 1 i W/OWNER) (VERIFY KITCHEN - v LAYOUT W/OWNER) L 3rr'xof) , , - LIVING! j PLATFORM , x er DINING 5'LG. 3'-3" SINK . 1 I .. o I ISLAND O 1 O F G4 B"POURED G4 A 1 B1 ��� Fq `�� 2RANGE B ' .. CONC.WALL 2 x 8 WALLS - REUSE EXIST.DOOR RE-USE EXIST.DOOR G f G r n • - ••.... _ L•---- ll V) f 1 1 APRON I .. I FWO so68 APLR .O § BALCO r� ET—�' -I �--OUTLINE OF 0 4'-a' 4-0 - F�.i V) L—— —— —J BALCONY ABOVE L rye C C w LOWER LEVEL PLAN NOTES: UPPER LEVEL PLAN 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS &DIMENSIONS IN THE FIELD 2•) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, WINDOWSCHEDULE' DETAILS,&FINISHES IN THE FIELD WITH OWNER FIRST FLOOR = 660 S.F. w Q 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT i GARAGE = 660 S.F. N TYPE MANUFACTURER'S UNIT ROUGH OPENING REMARKS FIRST FLOOR TO BE V-11"ABOVE SUBFLOOR w A ANDERSEN CW 135 2'-4 718"x V-5 3/8" CASEMENT 4•) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS ©SMOKE DETECTOR B TW 24310 2'-6 118"x 4'71 114" DO.UBLEHUNG STATE BUILDING CODE(SEVENTH EDITION) SCALE rr 5, PROVIDE UTILITY INSTALLATIONS FROM STREET TO NEW BUILDING C OXIDE DETECTOR 1/4" = F-0" © ARBON MONOXIDE C " TW 2446 2'-6 1/8"x 4'-9 14' DOUBLEHUNG ) VIA UNDERGROUND CONNECTIONS TO COMPLY W/ALL LOCAL CODES 1.CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS DATE: 6.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS TO BE 3000 PSI THE DESIGNER SHALLBE NOTIFIEDIFANY 5/16/2008 2.ANDERSEN.400 SERIES WINDOWS W/CLEAR VIEW SCREENS' 7.) THIS BUILDING DESIGNED TO THE WFCM 110 MPH EXPOSURE B CRITERIA ERRORS HESE DRAWIOMISSIONS GS PRIORTTOO STAR TOFN PER 5301.2.1.1,1.50 ASPECT RATIO CONSTRUCTION.THE BUILDING CONTRACTOR WILL BE RESPONSIBLE FOR THE CONTENT DRAWING NO.: 8.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY IN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE 9.) THE NAILING SCHEDULE ON SHEET A6 TO BE FOLLOWED WITH NO EXCEPTIONS. DESIGNER OF ANY ERRORS OR OMISSIONS, DEVIATION FROM THIS SCHEDULE WILL REQUIRE ADDITIONAL METAL HOLD DOWNS&STRAPS THESE DRAWINGS ARE SOLELY FOR THE USE ON THE PROPERTY NOTED.ANY OTHER USE OF 10.)FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION THESE DRAWINGS REQUIRES THE WRITTEN OF ALL SIMPSON COMPONENTS CONSENT OF THE DESIGNER.THESE DRAWINGS GI ARE PROTECTED UNDER THE ARCHITECTURAL " COPYRIGHT PROTECTION ACT OF 1990. U NEW ASPHALT SHINGLES NEW FASCIA&FRIEZE TO MATCH EXISTING Z BOARDS TO MATCH EXIST: TOP OF PLATE N . ' OCo(Dvo Lo ® f11 W v coRAKE BOARD - W N 00 TOP OF PLATE _ ~ f-L,OO � W�oLn FIRST FLOOR P. SUBFLOOR - TOP OF PLATE - 12? 1 x 8 RAKE BOARDS M O 5.5[ W/1 x 3 DRIP BOARD U ao _ TOP OF PLATE - 12 a 42"HIGH-CONCRETE 10 RETAINING WALL TYP.1 x 8"FLYING RAKE" TOP OF FOUND. - - BOARDS W/1 x 3 DRIP& 1 x 4 SUB-RAKE RAKE BOARD . m TOP OF PLATE RIGHT SIDE ELEVATION . . - T�; IIRST RADEMARK SELECT FLOOR WHITE RAIUNGSBFLOOR TOP OF PLATE 1 . 1 CONT.RIDGE VENT iD F TOP OF FOUND. O - - REUSE EXISTING - : TOP OF PLATE FRONT ELEVATION O.H.DOORS FM fe - Fm RAKE BOARD 12 - TOP OF PLATE io - 5.6 2 z ' - FIRST FLOOR 12 TOP OF PLATE _ SUBFLOOR NEW CORNER BOARDS 10 .. -.. ...-. .. SOP OF PLAT TO EXIST. LNG M MATCH NEW W.C.SHINGLE SID Fri . TO MATCH EXISTING _. .. .. m RAKE BOARD }.-I .I TOP OF PLATE I FIRST Fl OOR . _ .... . ... . .. SUBFL R_ SCALE TOP OF PLAT 1 I An _ -ou 1 TOP OF FOUND L-------------------- _ ----------------------------------------------- DATE: LEFT SIDE ELEVATION 5i16i2008 DRAWING NO.: REAR ELEVATION I TOP OF FOUND L-------------------------------------------------J G2 > P.T.6 x 6 POSTS ON IZ'DIA CONCRETE SONOTUSES TO 22'-0" s'-d' 0"BELOW GRADE USE 2r4r SIMPSON ABU 66 POST BASE 3-P.T.2 x Ids &BC.6 POST CAP - 0 4'-1' 4'4" w Q� P.T.2Xtds®1Go.e. - Q N N r ' �v=' er co -------------------- --- E- -,. >n c> I "I------------------- --1 INSTALL 5/8"ANCHOR BOLTS AT 49'o.c. O X x c W/SIMPSON BPS 618.3 BEARING PLATES -� ¢x I I I I N PLACE BOLTS WITHIN 6'-15"OFEACH CORNERAND TOAB"MINIMUM TYP.10"CONCRETE FOUNDATION m I I a DEPTH _ WALLS W/#5 VERTICAL BARS i I I AT 48"O.C. I TYP.11Y x 20"CONCRETE FOOTINGS I I q N W/2x 6KEY I ,r,---------- a 47 HIGH CONCRETE I I RETAINING WALL W/ • I I ( I I id'x 20 TINGO BARS O RT. DROP WALL HEIGHT I I 1d-0" �? . ( TO S"ABOVE FOOTING ( t- M 0 A I I I I A G I I I I G4 A A I � r GARAGE I I I O F4 w I I (4".CONC,SLAB R I I PITCH Y TO O.H.DOOR) I 4,6 �F` d o DROP TOP OF FOUND. W ' I AT DOOR i I I v 1 ° I r, I I I I N° I I iI I b DROP TOP OF FOUND. BLOCK FILLER AT O.H.DOORS I I • r n II B B O G4 B I G G I I FULL HEIGHTS G zv O CONC.WALL I I o . F-+ CONC. APRON C C G v-9 zz-d G � Q s-e r-s 6's' r-9 Z O 3-0" 22'-D" _ ANCHOR BOLT PLAN FOUNDATION PLAN . 15" INSTALL 5/8"ANCHOR BOLTS AT 49"o.c. WH SIMPSON BPS THINS BEARING PLATES M'—� T. 9. 04 PLACE BOLTS WITHIN 6"-15"OF EACH ; • CORNER AND TO A 6"MINIMUM - DEPTH o W b Q- � (] ! SEE NAILING SCHEDULE +� N -- INSTALL 5/8"ANCHOR BOLTS AT 49'o.c. FOR SILL,BAND JOIST 4-o.o. Wl SIMPSON BPS 5/8-3 BEARING PLATES FLOOR JOIST,8 WALL M+�1 4y1 CONSTRUCTION PLACE BOLTS WITHIN 6'-16"OF EACH e CORNER ORNDEPT RANDTOA8"MINIMUM SCALE: 0Inn - 1/4„ = V-0„ P.T.2 x 6 SILL W/SEALER m DATE: 5/16/2008 ANCHOR BOLT DETAIL DRAWING NO.: ANCHOR BOLT DETAIL SCALE:1/2"=1'-0" G3 Z TYP. ROOF CONST. 2 x 10 ROOF RAFTERS Q 16'o.c. CONT.RIDGE VENT ~ -10"COX PLYWOOD ROOF SHEATHING •ASPHALT ROOF SHINGLES ...11l O.p N -15LB.FELT PAPER •9"BATT INSULATION �', \` CEO @ FLAT CEILINGS(R=0) Q~ -2x 12 RIDGE BOARD 12 ___ i i —_— 2x8's@16'o.c. -SIMPSON H 10 HURRICANE CLIPS 5.5 i i/ ` ���" W M , AT ALL RAFTER ENOS ��; ` `� 2 x B BLOCKING BETWEEN �^ L N L^ -ICE/WATER SHIELD AT BOTTOM �!'�� �` ` RAFTERS FOR WIND WASHING �"� �O - 3'0"OF ROOF �� �i ��\�`� _ �� '2x 17s@16"o.c. `� X TOP OF PLATE - - TYP WALL CONST_ . - 17 1.2x6STUDS@10'o.c. `� - CONT.ALUMINUM 10 �!�� Typ.1/2" GYP.BD.ON ,` \ 2.1/2"PLYWOOD SHEATHING O 11. SOFFIT VENTS i i 1 x 3 STRAPPING 16'o.c. �`� `, 3.6"(R-19)BATT.INSULATION p �' !� ` `� 4.1/2"GYPSUM BOARD 5.W.C.SHINGLE SIDING - - �i 6.TYVEK VAPOR BARRIER M .- RAKE BOARD i� �` 'T.POLY VAPOR BARRIER lJ m S START HEIGHT ! BEDROOM HALL U�_ AT INTERIOR P.T.2x 10 LEDGER BOARD LAG BOLTED TO SOLID BLOCKING W/(2)LEDGERLOK BOLTS 16"o.e.W/JOISTS HANGERS AT BOTH ENDS ~ § TYP.3/4".T&G PLYWOOD - - FIRST FLOOR SUBFLOOR-GLUED&NAILED P.T.2 x 6s @ 16"o.c. SUBFL OR _ 3•P.T.2X 10's SEE DETAIL FOR - 14"ENGINEERED JOISTS @ 16'ox TOP OF PLATE ANCHOR BOLTS - TY_9"BATT INSULATION g"FIRECODE GYP.BD. (R730) ON 1 x 3 STRAPPING @ 16' EXIST:PATIO o.c.IN GARAGE w N EXIST.CONC. o GARAGE " O BLOCK WALL TO REMAIN o - Z F�+� 0 (4"CONC.SLAB O SLOPE 7'TOWARDS DOOR) TOP OF FOUND. r Tl z � � TYP.10'CONCRETE FOUNDATION - WALLS W/#5 VERTICAL BARS IFS i AT 48"O.C. - - - TYP.10"x 20'CONCRETE FOOTINGS . W/2x 6KEY - - P.T.6x6POSTSONI2'DIA TYP. ROOF CONST. E"'I U� CONCRETE SONOTUBES TO ' 4'0'BELOW GRADE USE S E CT I ON GARAGE SIMPSON ABU 66 POST BASE 12 '! ------ --_-- O O A 8 8C 6 POST CAP 5 5� � r , .,..,.:. v/I G4 TOP OF PLATE _-- 2x 17s @ Is'o.c. LIVING/ TYP. DINING KITCHEN WALL E—+ Z O CONST. 2-P.T.2x las W/1 x 10 v 14"ENGINEERED JOISTS @ 16'o.c. FASCIA . . x s- oc. 1 3/4"x 14"LVL FIRST FLOOR ; ...., SUBFLOOR W 4-1 3/4"x 9.1/2r LVL HEADER TOP OF PLATE Mw s - 3-P.T.2 x 10's P.T.2 x 10's @ 16"O.C. i 4 GARAGE N EXIST.PATIOcQ ^� Q m m EXIST.CONC. GARAGE SCALE: (4"CONC.SLAB BLOCK WALL 1/4" — 1,-0" SLOPE 2"TOWARDS TO REMAIN DOOR) TOP OF FOUND. DATE'.: . - Z 5/16/2008 b DRAWING NO.: R SECTIQN @ GARAGE SECTION @ BALCONY G4G4 G 22-V z 2Z-V SOLID 2'x 8 BLOCKING IN THE OUTSIDE f..+ TWO RAFTER&CEILING JOIST BAYS •W Q LOCKING Q 48"O.c.,ALLOW SPACE FOR AIR SOLID B IN THE LOCTI FLOW ON THE UNDERSIDE OF ROOF JOIST BAYS Q SHEATHING a 48"o.C. ae Q...�IA - 3.2 x 8 HEADER W cq�3W wxSIP x N o N 1 A A A A G G G o �.. § cc °o o § 4 ( § o a .W {V W (� Z a R W § o O USE SIMPSON 0 r T JOIST HANGERS - Hc.USIMPSONJOIST o )•�i�( 3-1 3k-x 14"LVL - HGUS210.3 N 1 L x el __— f c d d d (3)FULL STUDS 8(1)JACK a=o I r P.T.2 x 10's @ 16'o.O. STUD EACH SIDE OF DOOR R.O.13 G4 G � O r l 4-1314"x9 VZ'L '^ 3-1.75 x 7.25 L L HEADER - V) IN SIMPSON HDSAHOLDOWN why W/HILTI.3/4"DL x 4"DEEP EXPANSION J 6 BOLT OR 13"W HOOK(SEE SIMPSON - tf CATALOG FOR INSTALLATION DETAILS SIMPSON H8 > AT EACH JOIST USE APA WOOD NARROW F--I 2-P.T.2 x 19s BLOCK ABOVE HEADER WALL FRAMING METHOD C (3)FULL STUDS&(1)JACK C ) STUD EACH SIDE OF DOOR R.O. G `/ 27-0• � � w FLOOR FRAMING PLAN NOTE. ROOF FRAMING PLAN 1.VERIFY ALL FRAMING DETAILS W!ENGINEERED JOIST SUPPLIER PRIOR TO START OF CONSTRUCTION NOTES: 2.USE SIMPSON JOIST HANGERS ON ALL JOISTS SCALE 3.FOLLOW ENGINEERED JOIST MANUFACTURERS 1.) ALL ROOF RAFTERS TO BE 2 x 19S FASTENING REQUIREMENTS UNLESS OTHERWISE NOTED U4" = 1'-0" 2.) USE SIMPSON H 10 HURRICANE CLIPS AT ALL RAFTERS ENDS DATE: 3)W/OWNERS TYPE/LAYOUT 5/16/2008 DRAWING NO.: �.�. NAILING SCHEDULE 110 MPH EXPOSURE B WIND ZONE Z "° n'-o a'a 4`0 JOINT DESCRIPTION NO.OF COMMON NAILS NO. OF BOX NAILS NAIL SPACING U) ROOF FRAMING: v- BLOCKING TO RAFTER(TOE NAILED) 2-ad 2-tOd EACH END Q ¢c'V RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-16d EACH END CID' WALL FRMING:. .. .. .. .. Q A p , § TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTSSTUD TO STUD HEADER TO HEADER(FACE 2-16 d lad 16"O.C. N (FACE ACE NAILED) � 16d 16d 16"o.a.ALONG EDGES � a�W (3)FULL HEIGHT Sl I OS FLOOR FRAMING: i Ls7 x p lA &(1)JACK STUD EACH SIDE (3)FULL HEIGHT STUDS JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST E"" (/J U X END OF OPENING ON THE GABLE &(1)JACK STUD EACH BLOCKING TO JOISTS(TOE NAILED) I 2.6d - 2-10d EACH END Q SIDE OF OPENING BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK U •a�a< LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST (3)FULL HEIGHT STUDS JOIST ON LEDGER TO BEAM(TOE NAILED) 3,Sd 3-10d PER JOIST &(1)JACK STUD EACH BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST SIDE OF OPENING - BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDD ." 2-16 d - 3-lad PER FOOT O ROOF SHEATHING: _ .. WOOD STRUCTURAL PANELS(PLYWOOD) - !J RAFTERS OR TRUSSES SPACED UP TO 16"o.c. j ad 10d 6"EDGE/6"FIELD RAFTERS OR TRUSSES SPACED OVER 16"o.c. ad 10d 4"EDGE/4"FIELD GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG ad 10d 6"EDGE/6"FIELD G4 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 8d 10d 4 EDGE/4"FIELD $ —————————— i (3)FULL HEIGH T S tt CEILING SHEATHING - - . &(1)JACK STU m GYPSUM WALLBOARD 5d COOLERS — 7"EDGFJ10"FIELD SIDE OF OPENI .. WALL SHEATHING: - WOOD STRUCTURAL PANELS(PLYWOOD) ' STUDS SPACED UP TO 24"o.c. ad 10d 6"EDGE/12"FIELD _ 1/2"&25/32"FIBERBOARD PANELS ad — 3"EDGE/6"FIELD 12"GYPSUM WALLBOARD 5d COOLERS — 7"EDGE/10"FIELD FLOOR SHEATHING: O L WOOD STRUCTURAL PANELS(PLYWOOD) o (3)FULL HEIGHT STUDS I"OR LESS THICKNESS ad tOd 6"EDGE/12"FIELD ( T &)F JACK STUD STUDEACH GREATER THAN 1"THICKNESS 10d 16d 6"EDGE/6"FIELD SIDE OF OPENING 0 &(FULL HEIGHT STUDS - SIDE OF OPENING)JACK STUD EACH r T, (3)FULL HEIGHT STUDS I —I &(1).JACK STUD EACH SIDE =- PLYWOOD/OSB PERCENTAGE PER WFCM 110 MPH EXPOSURE B GUIDE,: OF OPENING ON THE GABLE OF B TABLES#10&11 ON SHEETS 18&19 OF THE GUIDE,1.50ASPECT RATIO r \ri b B G4 >? BLDG.DIMENSION BLDG.SIDE REQUIRED% ACTUAL% C� o G' ° W FRONT UPPER LEVEL 36% 72% O/ W REAR UPPER LEVEL 36% 88% O �j L LEFT UPPER LEVEL 23% 74% y ` CFO--++ L RIGHT UPPER LEVEL 23% 74% v W FRONT LOWER LEVEL 82% 20%(SEE NOTE#3) r L RIGHT LOWER LEVEL. 47% 86% �1 4-0' 4 0' 4.1 4 0' NOTES: w G1.AVERAGE FULL HEIGHT SHEATHING ON THE FRONT WALL IS 46%. 2.USE 4"EDGE NAILING&12"FIELD NAILING SPACING ON THE FRONT WALL �-0 3.USE SIMPSON HOLDOWN&APA WOOD NARROW WALL FRAMING ~ METHODS AT THE O.H.DOOR WALLS Q � z VERTICAL �PLYWOOD/STUD PLAN NOTES: W 1.ALL SHEATHING TO BE INSTALLED VERTICALLY 2.THIS PLAN ONLY SHOWS THE FULL WIDTH SHEETS OF SHEATHING AREAS WITHOUT DIMENSIONS ARE.NARROWER SHEETS 3.USE WINDSTORM OSB/PLYWOOD FROM MUDSILL TO TOP OF PLATE W Q ON LOAD BEARING WALLS&TO THE TOP OF CEILING JOISTS ON W THE GABLE END WALLS SCALE: ' 1/4" = 1._0„ DATE: 5/16/2008 DRAWING NO.: I WINDOW 5CHW I. fff MA MACME-5 LW ROJ(kIOPEMNG mma5 A FELLA 2965 2'-5 3/4"x 5'-5 '>/4" VE51CdU 5EFJE5170L@3LEMM(SMARf5A5M 0)W/9 Wl5 M5 Z A d' 0 FELLA 2541-3 6'-5'5/4"x 5'-5 3/4" VESIMI T 5EPJE5 CASEMENT COMPo51(E d CD t4 C MIA 2953 7-5 5/4"x 4'-5 3/4" VE%Uk 5M5170UPLN"(5MAM5A5H II)W/5IM5KAM5 - C\2 (mw V PELLA 294-7 2'-5 5/4"x V-11 3/4" VESIC.NER 5ERIE5 VOI.01,1 BJC.(SMAMA5N IU W/%IM5FM5 taws urt m W Q'� M E PELLA 2541-2 4'-2 5/4"x V-5 3/4" VE51C r 5RE5 CASEMENT COMP09fE W F PELLA 2541 2'-55/4"x V-5 3/4" VE5MV%M5 VOLd3LEMJNC.(5MARf5AM II W/SI IM WY7E) z Q Q4 � NWT:CONWfOR fO VERTY ALL WIWOWS WO OIM P AN7 ROLM OFEMN66 y" I r. 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