Loading...
HomeMy WebLinkAbout0047 ADRIAN WAY - Health 4.7 Adrian Way Barnstable A- 3 —Q29 +��<� y, z• 'ty' sir. 4gM•, �,ti>r 'L xt �'. n E F)F 1 u h e 4 � 0 9 M 905 oute 6P., est Barnstable a s i t i 4 1 a { 3 P ti i i i Town of Barnstable P# Department of Regulatory Services • n�tra�,.t; 1 Public Health Division Date ' 1679.1. : 200 Main Street,Hyannis MA 02601 AA Alf Date.Sctiedttled 6 ! • " '" itlie Fee Pd. Soil Suitability'Assessment for Sewage Dis osal ^ // 1 f g p Performed By: /JCc V/ old//h Witnessed By: LOCATION& GENERAL INFORMATION Location Address Owner's Name R 1644.rc+. S. 4-2 AA 1- kh 041 L-d� AL{ Address FI7 64 4 yr a y te/c y 13�t�h5�ysl 4 / Assessor's Map/Parcel: Engineer's Name D a U t d rA u li r/ NEW CONSTRUCTION REPAIR Telephone# Land Use �t•�/dGn C� Slopes(%) • 4 Pip Surface Stones' r ✓ Distances from: Open Water Body Z s0 ft Possible Wet Area Zm a ft Drinking Water Well too ft Drainage Way �,�_ft Property line ft Other /U ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc'tests;locate wetlands in proximity to holes) s- " CZZW 'C Ca r -cc , vs Mo _ / Q ��C t5 ti n 74 ase, Parent material(geologic) 3 t Depth to Bedrock .o ' Depth to Groundwater. Standing Water in Hole: N• CAW q6s Weeping from Pit Face NIA Estimated Seasonal High Oroundwater 1 n DETERMINATION WR SEASONAL HIGH WATER TABLE Method Used:Depth Observed standing in ohs hole: k A in. Depth to soil mottles: Depth to weeping from side of obs.hole: N A in. Oroundwater Adjustment ft. z Index Well#M_ Reading Date: +AA Index Well level Adj.fhctor.LIA Adj.Groundwater Level AA PERCOLATION TEST Date Thne Observation Hole# Z— Time at 9" Depth of Perc ba Time at 6•. Start Pre-soak Time @ ya ►00 Time(9"•6") t � O End Pre-soak 3 5,'►� 1►j f,j'G�fal G 6 1'YI(r>>'1 (r � Rate MinJlnch �,� _ Cp O f rJ V10�• S�OJ-t�t[a� Site SuitabilityAssessment: Site Passed g ( ) _ _1�,. Site Failed: Additional Testing Needed YM Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100'of wetland,you must first notify the. Barnstable Conse;'vation Division at least one(1)week prior to beginning. Q:\SEPTICU'ERCFORM.DOC r G-��LVG.�-.n� l�a�vr►-c ,�ss�r»•c.d DEEP.OBSERVATION HOLE LOG Hole# I EL 95-o Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consistency.% rave p- l v l.oar►.► �b:ts toAA &a. 4icJo . t7 - (3 .Sw.d Coaw► n YQ '� (� N A - avr.t roo is ?Z •13 CZMS'o,. Z.sY 1 z NA Lces� YI a DEEP OBSERVATION HOLE LOG Hole#_- o Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) _ (USDA) (Munsell) Mottling (Structure,Stones,Boulders. �fJ Consistency.%Gravel) . 0 - /0 Loam �abr /0VR � !v� D/ YlaplG 8 Jon do Lo m /0 Yk6 fo NA f=vru� L D an" .S WA -d? LJ DEEP OBSERVATION HOLE LOG Hole#_„3_EZ q6 3 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. C si to c G ve D - Goan; o rR,0 NA F✓,&6/e- . 1%b,,s - 2a J Lo�l �oY��' �+ s • -62 k3 Loco', 20n .SY G /ViQ MGK I 4u6 CC 3 AIA 9�- l Zo Z /./t'ra J Z•56 DEEP OBSERVATION HOLE.LOG Hole# :!f—�"L 9�• Depth from Soil Horizon Soil Texture Soil Color Soil • Other Surface(in.) (USDA) (Munsell) Mottling' (Structure,Stones,Boulders. ons' ten 6 oam /D Y2 %v ub,� 2. 5Y6LVA �u 61 2.54� 3 A+ Done 70 0 4 s s d Flood Insurance Rate Man: 1 Above 500 year flood boundary No_ Yes ._. �•r t Within 500 year boundary No Yes Within 100 year flood boundary No— Yes Depth of Naturally Occurring Pervious Material a} Does at least four feet of naturally occurring perv'o s material exist in all areas observed throughout the C, area proposed for the soil absorption system? -- ��—�-- If not,what is the depth of naturally occurring pervious material? Certification , I certify that on d, r (date)I have passed the soil evaluator examination approved by the p Department of Environmental Protection and that the above analysis was performed by me consistent with the required train exp rtise and: perience described in 310 CMR 15.017. Signature lw, Date QASEPTIC�PERCFORKDOC TOWN OF BARNSTABLE LOCATION e4 SEWAGE# —5-2;—q VILLAGE j?AZt4, ASSESSOR'S MAP&PARCEL INSTALLERS.NAME&PHONE NO. C1 F—S' SEPTIC TANK CAPACITY l--T,lV LEACHING FACILITY.(type) Wit- 2 (size) /3/qZ. 2� NO.OF BEDROOMS OWNER D h 116,1"7 fir-i I i o PERMIT DATE: [-Ztv�G—7 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility.(If any wells exist on site or within 200 feet of leaching facility) A Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) N A Feet FURNISHED BY r3dcire� PIPE — 92°6` TOWN OF BARNSTABLE LOCATION If A4VI A" Q^!J SEWAGE # VILLAGE,Alkitt9-f4 G lie ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) !!K r, (size) T-foeG NO.OF BEDROOMS Al _ BUILDER OR OWNER 4E PERMITDATE: 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) lc Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by Alovrh PuAe ouf Ato No. 5 Fee Entered in computer: THE COMMONWEALTH OF MASSACHUSETTS s Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01pplication for Mioogaf *pgtem Congtructton Permit Application for a Permit to Construct( . )Repair( )Upgrade( Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owne 's Name Address and Tel.No. vho Assessor's-Map/Parcel A dr 9 ,�� ��ti, H4 0 l /14 317 �°Ge-®z9 e—oe3 Installer's Name,Address,and Tel.No. if, n vIo j'p—p-t7 �2,j Designer's Name,Address and Tel.No. s C6b4R I F 3 1' f���`4 '-7372�'3� Veklef l n, P� /�Z P-T& S' Np�rc - zir �,/i �ora�.�',.��-�a'wt� .f�t�► DZS3y Type of Building: �• Dwelling No.of Bedrooms 1 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons '�'� Showers(r•) Cafeteria(� Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date /1-4 -!!r_T O d Number of sheets 5 Revisi n Date �c.Title �4 " as n,� — _Z a rt M 4W Size of Septic Tank Type of S.A.S. i+Description of Soil - -3• � v o � o Nature of Repairs or Alterations(Answer when applicable) &Q1_Qrc won✓c✓�d scan�� .S d 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 issueI by this Board of Health. Signed Date 1 ZA16 Application Approved by Date J2-6 � Application Disapproved for the Mowing reasons Permit No. s-ot S Date Issued 12 _6_0 r� No. P�� Fee I THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: c Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS - 01pprication for ;Digpoq;ar *p5tem CCOn5truction Permit { Application for a Permit to Construct( )Repair( )Upgrade )Abandon( ) El Complete System O Individual Components Location Address or Lot No / woQis Name,A dress and Tel.No. 47 A a r/�vn { Ay o4e, e,�-�O ��'Vn'y eA Oa�1 ' Assessor's Map/Parcel �GL OZ9 /•U2, 411 6eGS lll, // d��3�. r 53=¢37 Installer's'Name,Address,and Tel.No. �j����ce 7f Designer' Name,Address and Tel No. s ' G��f�S' i`�IE✓��2/!a 11/\ d �6r�i/� e. v//�� . /pE-/�� _ cV737= `3 flw��ti .14A, OZS37 / c j�3-C �' S N pwlc t� !TOR 6W-234_6 `1Type of Building: I Dwelling No.of Bedrooms 5� Lot Sizd0/f215_sq.ft. " Garbage Grinder(' rinder( ) Other Type of Building No. of Persons Showers Cafeteria YP g ( ) ( ) Other Fixtures 1 **L. 'A Design Flow gallons per day. Calculated daily flow J`�U gallons. Plan•Date aQ O 7 Number of sheets 3 Revisi n Date 1Y, Title Ce kc S sk r-Qd /`G11 Size of Septic Tank Type of S.A.S. p i Description of Soil ' -3' d cr rV1 L_FlAild-l ✓N �G.� Sa/ o f"1/1 C Ale Gr;,,,,i6G_AL2ArV Nature of Repairs or Alterations %�nswer wh applicable) IOCG won✓�'✓��/ Cc-sS Ot?� /S�O a/ �rs 7 Z)O X Q, , c 'g — SO e) a . L e-r, !, / ek 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 this Bogard of Health. `Signed L_ eA 4 l - Date I Z Alb Application Approved by L`-= Date P_6'd Application Disapproved for they lowing reasons r Permit No. oZero 7 — S 5q Date Issued 12 -6_6 --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS S Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded(61 Abandoned( )by c:f4� t-,63 m6v?R/Ar-N at '-17 Ar I A N V1,44 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No?-0°7 " S S dated 12_G—d 1 Installee l6_s N 6l22rbn/"\ Designer ` l4 v t < TI\ Al The issuance of this 't 1�1 jn. e construed as a guarantee that the a�feFn 'lljfuneMsIsgneDateInspector �/ r v V No. ��� --�5�(-------=------------------Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS -Mi$pogar *pgtem Conztruc ion Permit Permission is hereby granted to Construct( )Repair( )Upgrade )Abandon( ) System located at 4-7 A D ei a �-1 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'sgrmit. �j Date:__ )L �' �� Approved by , Town of Barnstable s °FIME 1ph, Regulatory Services ti Thomas F. Geiler, Director * sn MASS. : Public Health Division 039n. A Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: .7Allf0 _00P Sewage Permit# )_607-S-/Assessor's Map/Parcel J' /�� Installer & Designer Certification Form Designer: bAu/n --14(-3 i i N\ Installer: cj0Ao.1 ES o"ie-r 2/MNA .,Q It Ali l 1 R.ID. 411?-G �2 7- /o,a Address: �57- .S',4spwtC4, rv-)A Address: air}S'�- SAN 1N`Ci� )`�51y On b f_-C 6, aco 7 C WAR 6S 2JhW,&s issued a permit to install a (date) (installer) septic system at q 7 AP R I Q N \1,14 V based on a design drawn by address e DAL11 D Tt-10( I N. dated OGT'3 Ino—Z / (designer) t/ I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Stripout (if required) was.inspected and the soils were found satisfactory. ,w OF�svgs DAVIDC. 2 1 a THULIN ' ( st ler's Signature) No.2997s v 9 CIVIL /S.T (Designers Signature (Affix Design amp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. gAoffice formsWesignercertification form.doc f5 O C 6[1 AJT I [ IV RIA : S I�- I ! 06 I '/ 2 7 -Fo A Q `Ct1 r f (14 JtoRAC�t OA I p p, U � . W7 �c u R- A ujAA J� r . t r I #4 E-M � - f'U6 r h - �-� � t 1�04-�fi a-7- �S y C8 DH (FND) co IP ffND) 0 p7 86.33'20" E 98 100.00' o l 704� Upo% / O 704 c^ \ x \ o Guy wipe I \ ` 1051 \ 1 1047 I \ { do / \ S z � O / EXISTING \ \ \ 1\ sss8? `Is, x / SAS \1 I Shed O F I 10j 00 1 , 10`CticR zY94.4 I 1 ' I� x �� 6S 86 O I 701 C� r 601blN NUT 1072 g � :i"WHITE: PINE �1 96 t0"MnPLE�, - i t2"Ph N UbPLE \ Vs8 F I I _2 96x 04, 6C �E \ r f_r�_ '11441^ ( $ ' J"MAPLI' j DB \ t'�c '�� �v I 94 9 I I �' r_ S .r 25'OAK �%K- 1 x i i , / i L "lahPLE 3"MAc �M P/anfings A sE' �16s6 I 5"CHER y 10-7.99 _.. � S M LE 't"MnPLC 12" N 1 Y EXISTING 1 105.54 Thresho/ _ , __.. I sE-PrTlC / 10471 7F -2 - 1. 1 f i 4 98.1_2 B/- �' - GOr� _... �7Vin ,inw , i TANK �', V,� 1 EXISTING Thick/y oiled � ' f� a"M�v ' HOUSE �d 2 i"ci 98 / - - - - - T 6.0 dx071 - - — _ - - 102. 1a734 . 10i4 t 700 , — Lowe lo PRO D A IT1bN i 70, \ \ CAI Z Twee/ine �106 o con \ Li 0 Thick/y wooded L--4 \ z 107,925fsf 2.48fac N g o z i..+ o TOWN OF BARNSTABLE j LOCATION 4 7 411/ \11114 SEWAGE VILLAGE 014-Qt4, ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. CJJ�'e3 5Z `19-, i SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) NO.OF BEDROOMS OWNER 0-1 C l.,Ai0--0 PERMIT DATE: [9A6-k 7 COMPLIANCE DATE: Separation Distance Between the: t the Bottom of Leaching Facility e"�.� Feet Table o h' Groundwater T g Maximum Adjusted G Private Water Supply Well and Leaching Facility(If any wells exist on site or within 20.0 feet of leaching facility) A Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) A Feet FURNISHED BY Q� �r 47-4 9 gq i -mil �•-�/\ r� / r� � .�` D ' J'..1 r p� CB DH (FND q ROG 6A L U ` w i r LLLJJJ O N o f~' O R U MID C E HWAY —J N Z 00 �O N Z CB DH (FND) — i , Edge of oovemenl I� USGS — HYANNIS .QUAD ADRIAN 2000 0 1000 2000 4000 702 I <: I i � WAY SCALE IN FEET ! CB DH (FND) w ,IP FND) 9 96 o 100.00 °° ( c �l 86'33'20" E ar �04 Guy wire cyl iD e V \ SED \ \ 1 6S S o ��SS 'N / SO POABSORPTIOt�I SY\ M SA \ 820'1 �• I . \ `15.00, r� � � x 1 Shed F I 10.3.8 loj / 1i�°cI wF= � -I I \ x \ +` 86' I ;. . r.• �, Thi /y wooded .n; x °r { :.t. a � :gip/anfings' 10.3.7 x ' t ° a{Ak> F.,.�A�LE °� :� c€ t\ x9.9 .._ I 12 11'MA L T 105.54 Thresho/ SE leiN er Sx r PROPOSE dPTIC TANK s 98.12 BF ♦ \ .EXISTING "� ?HOUSE .y 10 L own \ r02 / SOB 70(9 -410 Thick/y wooded W � Tree/ine --106 z P \ N LOT 44 2 o 107,925fsf 2.48fac z o p CA 40 0 20 40 80 160 O v ( IN FEET ) 1 inch = 40 ft. ASSESSORS MAP 317 PARCEL 029 PLAN REF: PLAN BOOK 284 PAGE 97 PLAN DATE: MARCH 22, 1974 DATE OF SURVEY: SEPTEMBER 8, 2005 N 85'46'30" E 346.44' LEGEND �NOF O � _ �5p� - EXISTING CONTOUR DAv►D °y ��' DAVID Ssq°tiJ TREE/SHRUB LINE T.B.M. - PK NAIL IN PAVEMENT o G o C. G •m C. m THULIN A v° X 50.0 EXISTING SPOT ELEVATION ELEVATION ASSUMED 103.87 z THULIN -� o No 29976 4 0. % � No.39403 CIVIL O UTILITY POLE p � /S�E ��Q POST LIGHT SS/ONALENG C- GUY WIRE DECIDUOUS TREE = SEPTIC SYSTEM UPGRADE PLAN DRAFTER: PST REVISIONS:CHKD BY: DCT MOD C. THULIN, PE, PLS m 47 ADRIAN WAY q I DESIGN: DCT O BARNSTABLE, MASSACHUSETTS SCALE AS NOTED 211 MILL ROAD o cn FOR RICHARD DEVERGILIO EAST SANDWICH, MASSACHUSETTS 02537 n N 4-7 ADRIAN WAY, BARNSTABLE MA. 02630 OCT. 3, 2007 (508) 888-2345 FAX (508) 888-7259 w 2p01 SHEET 1 104.71 TOP FOUNDATION 105 105 i 3 ' RES. RISER TO WITHIN 6" OF FIN I GRADE00 4" PIPE RISER %4/CAP i oob TO WITHIN 6" OF FIN. GRADE i _ 100 00 w 1 s t ..'_ ..._.._. ........_.._..................... ....a......_......_.._-_......._......_.....__.a............._.......... ........... _..._..._......_........._.._......_.._ ...._-__...__.....__._.___._. ...........---....._...____....... __..._.._.._..........._..._.._...,.... ......._....._.._.__-._....__._. .._ In 100 .._....._._..........._.............. ..........-..._...._........_.._._............_._.....,.._............__......._.... _ - - - - - _........ I { 98.12 97.04 ESTIMATED , - - - t U O € .� EXISTING; GRADE Como 96.30 96.05 i < v I I S-oPo2o j _ _ - cf) < 95.36 95 j L� i INLET TEE RETAIN EXISTING BUILDING SEWER 10 BELOW OUTLET TEE I 94.36 C� O 3 LIQUID LEVEL j 14" BELOW s=oo2o N t _ i F 00 ' 1500 GALLON �IQU ; _....._.........----.._.... .... _._..._____._..._.___._ i - 90 J N ID LEVEL ' _-._-- ___.__ _._____........._._... ___ .___..__.._._.___ _._. ____.._...__..___.__..._ _. _._w._....__ __._______._-_-_.__ 90 _....__._._.__.____.___.._ _.._...._-...____..__..____,__.-__..------..._.._._.___;_...._..__....__..___.___._..._.__.__..___.___._._..___,_._.,____._ .__-. f-- -S f+F{G TANK- - - : { 00 W/OU00 TLET GAS B FFLE < f.._ W 00 O f 85 . 85 I [ I � ----- -- _ - I 74.0' 34.3' } 4 # 66.5' { 80 s { E 3 i 3 I i i Ii _._.. .. ..... .................................__...._................._......_.......... ............_._.._.... .... . - _............_...._. _.. -10 0 10 20 30 40 50 60 70 80 .90 100 110 120 130 140 150 160 170 190 SEPTIC SYSTEM PROFILE SEPTIC SYSTEM DESIGN DATA SEWAGE FLOW ESTIMATE 0i SOURCE UNITS GPD/UNIT QTY GPD COMMENT p { SINGLE FAMILY RESIDENCE I BEDROOM 110 5 1 550 310 CMR 15.02 (13). uj N TOTAL ESTIMATED PEAK DAY FLOW 550 GPD - NO GARBAGE GRINDER SEPTIC TANK TOTAL FLOW X DIET. TIME = 550 GPD X 2.0 DAYS = 1100 USE 1500 GALLON TANK 105 SOIL ABSORPTION SYSTEM a o z o ui W CHAMBER GALLERY LEACHING AREA CAPACITY w m < N N j I SOIL TEST DATA NO. LEN WIDTH DEPTH SIDE BOTTOM SIDE BOTTOM TOTAL ' o U - - d Y < F- o RES. RISERI ON ONE CHAMBER ft) ft ft sf sf d d < to TO WITHIN 6; OF FINISH GRADE = w U U a 100 .. _ _.._......____...___......_.... ! __.._......-..___.....__......._..______.__._. DATE: MERR AOM - 11 PERC ON RATE 2.0 MIN./IN. LEACHING RATE: (GPD/SF) SIDE 0.74 BOTTOM -50074 925 1 42.0 o U o V) o 3 ---..._.._.__..._._...__... _s_....._._..._.._ _...._w_,......_.__. . 0 A 4 - 500 GALLON"CHAMBERS _._._._._ . L TI W 4' STONE ALL AROUND j B.O.H. AGENT: D. MIORANDI PROPOSED FINISH GRADE ENGINEER: D. THULIN LOCATION: TP3 LOCATION: TP4 0 92.713 ' LOCATION: TP-1 LOCATION: TP2 ELEV. DEPTH ELEV. 4 DEPTH � N 92.86 96.3 0.0 Ap - LOAM Z (n i EL V PTH A ORG LAM 95.7 0.7 E . DE ELEV. DEPTH P - 95 95.0 0.0 SAND LOAM O 8 - SANDY LOAM H O t a•rvc q - i __�- 94.2 0.8 A - ORG LOAM,.. 94.8 0.0 q - ORG. LOAM DEBRISW (wn J s�o.000 a•Pvc 1 -. B - SANDY LOAM 94.0 0.8 94.0 2.3 s-o.Dio B - SANDY LOAM B - LOAMY SAND 92 g 3.5 p = C� J -� 92.8 2.0 Cl - LOAMY SAND Q U W m 1 TOP EFF. DEPTH 92.73 C - MED. SAND DENSE, CEMENTED CD Q > Q 93.03 ! 91.2 3.8 91.1 5.2 O_ N 90 i Cl - F-M SAND Cl - LOAMY SAND 89 y 6 5 < Z 90.0 5.0 PERC <5 MIN./IN 89.5 5.3 PERC <5 MIN./IN DENSE, CEMENTED C2 - MED. SAND 0 REMOVE AND REPLAC€ UNSUITABLE 501E gg,0 6.0 I C2 - F-M SAND 00.3 0.0 � w CID I i \ MED. SAND (n T. EFF. DEPTH 90.73 >- Q U I j 86.3 10.0 1 N F- 0 < BOTTOM 85.6 10.8 85 84.8 10.0 NO GROUNDWATER BOTTOM O Z ' I 84.0 11.0 BOTTOM NO GROUNDWATER W < �'- < i Of 42.0' BOTTOM NO GROUNDWATER V) m 13.9, NO GROUNDWATER < 80 1§8 190 200 210 220 230 240 250 05-052 SEPTIC SYSTEM PROFILE TEST PIT LOGS T 2 SHEET 2 OF 3 1 t SEPTIC SYSTEM INSTALLATION W o � 00 cDGE MASHED;STCtiE 00 I MATERIALS1. ALL � CONFORM O THE PROVISIONS Or HELLJ 00 - - - - -LL LENG F '' ' ' COMMONWEALTHOF MASSACHUSET7 ENVIRONMENTAL CODE V. w 00SEE PROFILE FOR OVERA ! I 2. EXCEPT AS OTHERWISE NOTED, P.LI PROPOSED SEPTIC SYSTEM PIPING SHALL BE 4- DIA. SCH40 _ ' i IQ - ____ _ _ _ _ _ _ _ = S o U ' SEWAGE OR SEPTIC TANK EFFLUENT SHALL BE 1/87H INCH PER FOOT IFOTHERWISE NOTEDG Q Z.!' r PVC SET TO THE LINE AND INVERT ELEVATION SHOWN. THE MINI g A,...,.-r, i L STONE. 7 LASH I� X E." .hA^VAi?I.F: ACCESS 111-` -�/ RL' COVER 3. PRIOR TO CONSTRUCTION OF THE SEPTIC SYSTEM DEPICTED ON THIS PLAN, TrIE INSTALLER < BA 'KFILL R �! h SHALL OBTAIN A DISPOSAL WORKS C NSIRUCTION PERMIT FORM THE TOWN OF BARNSTABLE HEALTHFS x' �__._._._.__._.___.__._._.----._ _.__. i I I DEPARTMENT. PVC' INLET - + SEE PLAN FOR LOCATIONS _ j s ASTC,w' v __._.___.._..._..__.___ w�, I� 4. THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE. AT . p U � + h o 0 o c c o 0 0 0 0 0 o a o 3' h* J. I LEAST 72 HOURS PRIOR TO ANY EXCAVATION FOR THIS PROJECT WORK, THE INSTALLER SHALL Q d a o c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 — _ _AIL = - =T I MAKE THE REQUIRED NOTIFICATION TO DIG SAFE (1-888-344-7233), AND THE BARNSTABLE WATER O p a00000 O.000 GOOOOOdOQ-4o -1 ' h o o ts cp 0 0 0 0 0 0 0 o c ca oho o-o o �_ 3 1" ,.2„ z` — ! DISTRICT (508) 362-6498 FOR VERIFICATION OF LOCATIONS. ® Q N ., ..,,a... . f ( _ WASHEc ij _ _ LEVEL BASE SPLASHY FAD� ` STC`P:r `�� — — — — — — — 5. CONSTRUCTION OF THE SEPTIC SYSTEM SHOWN ON THIS PLAN IS SUBJECT TO THE INSPECTION J N 00 ----'-' 4" INLET IN � I OF THE TOWN Of BARNSTABLE HEALTH DEPARTMENT AND THE DESIGN ENGINEER. NO PART OF � g co ll 50: GAL. LEACHING CHAMBER THE SEPTIC SYSTEM SHALL BE BACKFILLED OR MADE INACCESSIBLE UNTIL INSPECTED AND H 00 N(',TF UtiSUITAPtF S ' R'4fOVA!_ I APPROVED BY THE HEALTH AGENT AND THE ENGINEER. THE INSTALLER SHALL SCHEDULE Q Q LEACHING CHAMBER E V IERc: REQUIRED 'O t-X �J ATco ,j. �a _�__� __..__.__ - INSPECTIONS AS REQUIRED. UPON COMPLETION OF THE WORK THE INSTALLER SHALL PROVIDE THE ® N W >- IO Y LAN i LEAST 5' BEYON LIMI OF I ENGINEER WITH-THE REQUIRED HEALTH DEPARTMENT CERTIFICATION FORM SIGNED AND WITH AN S;ONE TRENCH. _ I ACCURATE DIAGRAM OF THE SEPTIC SYSTEM COMPONENT LOCATIONS. � LEACHING CHAMBER DETAIL 6. REMOVE ALL UNSUITABLE SOIL, Ap AND B HORIZONS FROM WITHIN FIVE FEET LATERALLY AND UNDER THE PROPOSED SOIL ABSORPTION SYSTEM AND REPLACE WITH CLEAN SAND MEETING THE T REQUIREMENTS OF 310CMR 15.255. N S 7. WATER SUPPLY FOR THIS LOT IS PUBLIC WATER CONNECTED AT THE STREET LINE IN THE APPROXIMATE LOCATION SHOWN. THE PROPOSED SEPTIC SYSTEM SOIL ABSORPTION SYSTEM IS NOT TO BE LOCATED WITHIN 150' OF AN EXISTING PUBLIC OR PRIVATE WATER SUPPLY. 1p z Yd SHED i ,c LIMIT OF UNSUITABLE SOIL REMOVAL j II o w i RETAIN EXISTING '! U + ' BUILDING SEWER EXISTING CESSPOOL { TO BE REMOVED EXISTING HOUSE 'o �r I T.F. 104.71 ; cn U mt �. * PROPOSED 1500 GALLON SEPTIC TANK. 12.8' ! oD } o ¢ o Lj 1 Fri ~ M Z W U) -! U- J Z ! } ! r tT1 ` 1 II O TP II I ) z O U o to ?s �I TP ! i i r� i 41 I N PROPOSED 4"SCH40 PVC I ! I I N i zQ Qcn o 0 j £• 4 ! ! ! r� i n � woa • j. I - B I N f PT .I. d. ,. +'rz•,--j ,�3n,... ., to -1 i SHED �, I ! o ! 2 I II o = 0 w I CLEANOUT I r' I < ¢ > I I I ! I I o Q to w I- ji I \ SAS RESERVE AREA I __I i i i _ a z ~ 0 J = m j 4 - 500 GALLON CHAMBERS I r m U >= W/4' STONE ALL AROUND 22.8' Ia_ 3 U D_ W � rr � Q ��ZNOF�;jgs m OAVID s9� V) o I ADRIAN WAY A C. CD +1 C) 299 g. 9 CIVI i A�F /S P� SEPTIC SYSTEM DIMENSION DETAIL aL 05-052 SHEET 3 OF 3 NOTES: ; 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS 6 DIMENSIONS IN THE FIELD Tsa 39.7 fit'. ' IADDmGM (E)USTtq) " 2J CONTRACTOR TO VERIFY ALL INTERIOR 6 EXTERIOR MATERIALS, ° DETAILS,3 FINISHES IN THE FIELD WITH OWNER - Z 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT FIRST FLOOR TO BE 8'-W ABOVE SUBFLOOR es rr ;, (q Q o N 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS Y1 '1I d S. � i W ' lit:; SALE �" STATE BUILDING CODE,SEVENTH EDITION w¢;T 8.) 110 MPH EXPOSURE B WIND ZONE,2.00 ASPECT RATIO FOR NEW ADDITION ONLY 7.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY _ YJ! pD N - APR -9 P F a.005 8.) THE NAILING SCHEDULE ON SHEET A4 TO BE FOLLOWED WITH NO EXCEPTIONS.' AO PELLA :q7 PELLA T'AI ) 'S'O DEVIATION FROM THIS SCHEDULE WILL REQUIRE ADDITIONAL METAL HOLD DOWNS d STRAPS 37811 Fu® FOUFDACTFVE 9.) SEE CERTIFIED PLOT PLAN DEVELOPED BY DAVID THUUN FOR ALL DOOR PATIO DOOR n A q DETAILS ON THE EXISTING PROPERTY o v a 10.)FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL SIMPSON COMPONENTS F I F 11.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS. a E !li �� I 0 vF J 101 TO BE 3000 PSI ° dl 12•)VERIFY ALL PLUMBING 6 ELECTRICAL DETAILS W/OWNERS ON THE SITE a a EXIST. EXIST. DURING FRAMING CONSTRUCTION ,+' { E NEW p m SITTING I BEDROOM#1 BEDROOM#2 m 13.)THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE"8' g' DINING I' AREA 3 WITHIN ONE MILE FROM CAPE COD BAY PER SATE OF II I ® q lu MASSACHUSETTS WIND SPEED MAPS F (VAULTED CEILING) 14.)GLA7JNG PROTECTION PER 780 CMR 5301.2.1.2 TO BE PLYWOOD PAIIIELS SUPPLIED !J0 WINDOW MANUFACTURER.VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS -—-—- -—-—- W/OWNERS PRIOR TO START OF CONSTRUCTION v g>t \\ OVBT {VERIFY WTC1EN - s A, © ioiDn+p F - b� . u rOUTWIOYMER) -------ram --- DN F •n>� NEVM��s1(xs a BTa REMOD. , '"1° R i p JJJJJJ couRzas01A wA BAT .'" ---_ ' III 1 O gFio ..+^ - g,�• 1 ° l - .IIIII--- — ------ i I ' — '`-- Q" I I"I ----.---- i --- / II)1 a REMOD. , rr W LIVING I I NEW -------------- - . STUDY `J EDACTIVE O� ¢ PELLAT751 °A T~�\ �\ F+ I it r—i tt—�. Rnn CLOS. r O DOOR BENCH \ \ \\ Ua® \ P a �------� _ r Npwl +� / _ A 2WxSV -_==BEE_--=emu A \ df HALL 40 M CLOS. EW ENTRY c ra rs .. a z-r rr It 4 t1lt1 //• bf 4� AZEK Ce POeTe VOTa7n te. w l AZEK GBIND s v isa Tsa V 1 w FIRST FLOOR PLAN Q EXISTING FIRST FLOOR -1092 S.F. WINDOW SCHEDULE EXISTING SECOND FLOOR -894 S.F. NEW ADDITION -859 S.F. TYPE MANUFACTURER'S UNIT ROUGH OPENING REMARKS • - o - - - O NEW GARAGE -672 S.F. A PELLA 3353 Z-9 3/4"x 4'-5 3W DOUBLEHUNG ^ O 4� e B 2W5 Z-1 3/4"xZ-it 3/4" DOUBLEHUNG F'�i F--1 z G� r LEGEND: 1 - 1'� r -, C • 212 -9 3/4"x 1'-9 3/4" AWNING a r ,� � p EXISTING WALLS D 3521 z•-tt 3/a"x r-s 3/4" AWNING CONSTRUCTION TO BE REMOVED E 3357 Z-9 3/4•x 4'-9 3/4' DOUBLEHUNG 4¢ �: NEW CONSTRUCTION F 2541-3 V-5t"x Y5 314" DOUBLEHUNG NARROW MULLION G 2547 2'-1 3!4'x 3'-11 3/4" DOUBLEHUNG ®SMOKE DETECTOR H 2929 7-53/4"x 2'S 3/4" AWNING r, ' 4¢ J " 2953 Z-5 3/4"x 4'5 314" DOUBLEHUNG F�-•1 r, �. Q CARBON MONOXIDE DETECTOR K 3353.2 5'-9"t x 4'-5 3le DOUBLEHUNG NARROW MULLION. z L 3353 3 V-8"t x 4'S 3/4" DOUBLEHUNG NARROW MULLION. F-I M 3535 AWNING �wr N " 207 Z-5 3/4"x 4'-9 3W DOUBLEHUNG SCALE 2 4' 71 3/4" 1.CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS /41, - -� 2.PELLA CLAD DESIGNER SERIES W/LOW E DOUBLE PANE GLAZING DATE ' 10/20/200 . THE DESIGNER SHALL BE NOTIFIED IFANY DWG. N 0, . ERRORS OR OMISSIONBARE FOUNDON THESE DRAWINGS PRIORTOSTARTOF CONSTRUCTION.THE BUIIDINOCONIRACTOR WILL BE RESPONSIBLE FOR THE CONfPM IN' - - COMMEEDRSWITH 6NONBTRUCTHE At C THESE ReWRHOUT NOTIFY U TO DESIGNER OF ANY ARE SOLELY FOR THEU THESE DRAWINOBARE SOLELY FOR T!ff USE OF THE OWNER NOTED.ANY OTHER USE OF - THESE DRAWINGS REQUIRES THE WPRTEN CONSENT OF THE DESIGNER UNDER THE - ARCHITECTURAL COPYRIGHT PROTECTION , . ACT OF H00. Ica 9va ' (ADDITION) lE>aeTBKR I NOTE: VERIFY ROOF PITCH IN THE FIELD.RIDGE a TO FIT UNDER NEW AWNING WINDOWS ON THE GABLE END OF EXISTING HOUSE ' 8T. I I EAST. - O I I q I I (j'' EXISTING o¢o �Lz1fit=`' EXISTING I I c BEDROOM#4. BEDROOM#3 I I © p�p��X I I Q 1 I ® U� Ox,[z ® EXISTING © EKIST. © HALL 8 4 M Ew U EXISTING g m L LOFT i ONLY ` EXISTING 0: LIVING STUDY BELOWy, a \ / \ / v P _urE OFw Fearr ~ (EASIINIR O SECOND FLOOR PLAN a Fyn N C) Q E.-+ W CONT.RIt%1EVEHf �1 ` -TYPICN.ASPWILT ` ROOFSHMOIES ill 12 TYP.lxS-FLYINURAlW BOARDS WZ t t S DRP6 (� BOTTOM OF - 12 1>t19lRNtNM A ' CE_NHO JORITS BOTTOM OF ' CEIIJ e ® El 12 A 1MTCH EAST.FASCYI9 EABf. i SECOND FLOOR SCALE - FRIEZE BOAI✓fl9 I ®® BUBF NIDOR_R 9DBFLOOR TOP OF PLATE ToP O � ® ® ® ❑❑ 0 AZEKI x SM 5 � DATE CORNERBOARDS 10/20/200 + b W.C.BHINOLE BI 4 TO WEATHER �"BFT OR DWG. NO. TOP OF ' FOUNDATION TO PRIOR O START F Oo0R9 FRONT ELEVATION A 2 :DH, (SHOWN STRAIGHT ON) i CONT. DOE VENT Trp.I•a-FLYING PAW ROOF BNSIOIEB 12 12 BOTTOM OF Q 4 CEIUNOJOIBTS ! S TOP of PLATE I Crrn+FWiN^ 3WooO°o cr)4. �a uc = IF SECOND FLOOR SECON BDBfLDGR SUBFLO FLOOR BUBFLOOR TOP OF PLATE ! TOP OF PLATE 1 IffilEEll ®® 112EK1rr Nla6 ® W. NERBDIVIDB m W.0.ON MOLE SIOINo a.-rowEATNEa c REAR ELEVATION (SHOWN STRAIGHT ON) O i V I l 12 I---; lEwtZ er. 12 12 _ F%IBLI TOP OF PLATE 10 1-4 SECOND FLOOR • ^ I""1 BOBFLOOR TOP OF PLATE E- I 819FLOOR i O livr= fit �1 12 RIGHT SIDE ELEVATION DOW. 7 _EYJVT. z 12 12 I BOCRJUNa JO eTe ' TOP OFMTE V W^ J. F�-1 w F r 12 12 SECOND FLOOR SUBFLOO ECONDF � OR_ •� SUBFLO - T_OP of PLATE TOP OF PLATE ® SCALE 1/4N = V-0" DATE R FIRSTFLOOR O 1 0/20/200 F 8 • BUBFLOOR OUNPOFDATp_iL DWG. NO. LEFT SIDE ELEVATIONA3 i (SHOWN STRAIGHT ON) I I 3 INSTALL THREE FUU.HEIOHT ST110S aTWO RACK ,eTd 3Pd •� STUD AT EACN 810E OF ALLROUOM OPEE111N08 (AGGITK+NI �� V ?S 1Pd b1P 1QOMCONCREMSONDTLM WINDOW CV Ta m aETawoRADE I sd sd I 2 K SwALL A TRILLaTIN NNDITID INALL ACKSTUD TYP.CCONIC.TOIA/OATK)N B To ABOFOUNDATKIN WAt1 (ROUGH OPENING) W. W/.6 VERTICAL BARB AlTop a0DTI011 (� m.s oRGurA vER i pQG Ls]CV�Qp EECTRIM000E n I W In STUD DETAIL (LOAD BEARING WALL) FOOTINOW KEY ` " 1 - - - - INSTALL TWO FUU.HEIGHT ST1ASa TWO JACK 612IJ018T8 1S ea STUD AT FAUN Zli OF ALL R00011 OPQ4NG8 1 I NOTE:pROPTOP OF NEW FOUNDATION b WINDOW TOIBTI NUITCH NEW SUSFLODR WITHE 4 I sd $ _ I sURFLOOR(VERIFY IN FIELD - IF REQUIUO RED). z.SWAIL ,6 1 I I I I e P. AAK STUD Gf /,/ PKr. — \ g EXISTING i m (ROUGH OPENINW - ,/ \`\\ FULL BASEMENT STUD DETAIL (NON—LOAD BEARING WALL) s� BLCOVBULKHE -----------�- --- —;--------�---- is < �P a "IN WC,IT maPENKG 1 —— POR ACCESS INTO NEW BASEMENT // , \\ A�7+'\ \\ ¢ '1ST — b SAWCUf 3V OPENING UP II IN FAST. FOUNDATION NFOR i CRAWLSPAC 4 d I ra W �I // \ /�t / rr-I FOUND.WA"S / , YR•, \\ \\ , ,/ ,// // P I ---- CONIC.FOONNOSI 6'1 —————————— NEW2.11ti6/P.A W U) 41vez.,?I" 30`4r FOUNDATION PLAN NAILING SCHEDULE I H 04 � EXPOSURE B WIND ZONE Q JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF B X NAILS NAIL SPACING ROOF FRAMING: ] I ,Oz1 BLOCKING TO RAFTER(TOE NAILED) 2- 31 EACH END fI: ^ �4 RIM BOARD TO RAFTER(END NAKED) 2-160 1 1,�4 AT JOINTS WALL FRAMING: 2�16d 24"a.a U'`\ v TOP PLAT AT INTERSECTIONS(FACE HARED) 4-16d S16(1 ES \ STUD TO STUD(FACE HARED) 1 d 16d 1@'o.o.ALONG EDGES {j \ / - HEADER TO HEADER(FACE HARED) 7 FLOOR FRAMING: 4-1 PER JOIST rr ,.¢ JOIST TO SILL,TOP PLATE OR GIRDER(TOENAILED) 4JM Cd F.{.� BLOCKING TO JOISTS(TOE HALED) 2Jld 2-Iq7 EACH END BLOCKING TO BRL OR TOP PLATE(TOE NAR,ED) - 31Bd 4-160 EACH BIAS( LEDGER STRIP TO BEAM OR GIRDER(FACE NAKED) 316d 4-181 EACH JOIST z JOIST ON LEDGER TO BEAM ROE HARED) 3-Bd 31(Ip PER JOIST PLYWOOD/OSB PERCENTAGE PER WFCM 110 MPH EXPOSURE B GUIDE,: eANo AI3Tro Jo,Br(v+D NAKED) 316d 41 PER JOIST BAND JOIST TO SILL OR TOP PLATE(TOE NAREOO 2-18 d 31 PER FOOT SCALE I BLDG.DIMENSION BLDG.SIDE REQUIRED% PROPOSED% ROOF SHEAIHOIQ SCALE W FIRST FLOOR LEFT SIDE 61% 69% - WOOD BTRUCTLATAL PANELS(PLYWOOD) w 70O 8'EDOEAT FIELD — W FIRST FLOOR RIGHT SIDE 61% &T% RAPIERS OR TRUSSES SPACED 11P TO 1@'ac ad 1OdI 4"EDGFJf'FIELD /411 1—0�� RAFTERS OR TRUSSES SPACED OVER IV as 1Od S EDGE:@'FIELD W SECOND FLOOR LEFT SIDE 46%. 66% GABLE END WALL RAKE OR RAKE TRUSS WA OVERHANG Od tOd @'EDOFJCFlEID W SECOND FLOOR wONr SIDE 4s% 86% GABLE END WALL RAKE OR RAKE TRUSS DATE W1 STRUCTURAL OUTLOOKERti 1Od 4"EDGEIr FIELD L FIRST FLOOR FRONT 29% 30% MOVE FJ GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS ed Q L FIRST FLOOR REAR 29% 61% _ CEILING SHEATHING 0/20/2008 L SECOND FLOOR FRONT 14% TO% _ 6d COOLERS — T EDOEIIP FEID L SECOND FLOOR REAR 14% 66% GYPSUM WALLBOARD WALL3HEATHINc pWG. N0. JCTUNOTES: STUDS PACED RAL P AH— YN000) TEOOEII2"FtELD 1.USE 3"EDGE NAIIJNG S 12"FIELD NAILING SPACING ON ALL WALLS - STUDS SPACED LIP TO 24'A 5d 1� T EDGEIP"FIFIELD . 12826/UMWARBOARO PANELS 6d COOLERS —I T"EDOEIIPFlFJD 2.2.00 ASPECT RATIO � 1?GYPSUM WALLBOARD L///-/'�\"\`1 i USE APA WOOD NARROW WAU,FRAMING DETAIL AT GARAGE O.H.DOOR WALL FLOOR SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) 1Ddl WEDQFJIT'FIELD . 1" 4 OR LE36 THICI0 _ 10d 18d; W EDGFR FIELD GREATER THAN 1'TH,CIQJESS . 1 _ _ sd B DWLL&PN NEW FOWDATION Q A7 TO EMST.FOUNDATION WALL aS Top&DOT" Sd 34r 9'd Jd TVVV]]]] a�oNoo . as INSTALL fiff ANCHOR BOLTS AT& —MAX PB W SIMPSON B &TO BEARING PLATES . p PLACE BOLTS wTHIN&'.,B'OFFACH 6 .. M CORNERAND TO A e•MINM{IM OEPf11 d b i 'IIUV II' m EXISTING � FULL G1 ----L+—J--�v NEW t � BASEMENT • Ss FULL �/ ----------- = ------------------ ¢ n b BASEMENT < f e tb M1¢ � >/' - e M1f • <x f( > UP i3d M1 �I ` INSTALL dS ANCHORBOLTSAT4C—MAX w MMPSON ePe 61eJ SEMNO PLA7E6 / !!"�----11 • PLACE BOLTS WITHIN C-15'OF EACH e / !4i ]'Y Td n ' CORNER AND TOAe'MIWMW - / I r M1 Ati - 1��"Vyl NEW i El GARAGE " ,sdwo • ANCHOR BOLT PLAN ~ y( YW�&WBO�NBPo6�BO�BEMINOPUTEe ^ O vucEeoLTewTwNs-,e oFErcH H F•� �j CORNER NIOro A&•&OIUMUM ] QI DEPfN INBTA1L B14 ANCIgR BOLTS b ; I O r•' /"V ti w81MPSON BP850J BF,WMO PLATES - m PUKE BOLTS wTNIN 6'-,80F EACH b CORNER AND MAe•MMYIAM ,e ❑• DEPTH Y v.T.z.eeluweEALEN ANCHOR BOLT DETAIL Q `� UBEAPAWOODNARROWWALL SCALE:llr 1'4r "ANCHOR BOLT DETAIL SCALE FRAMING TECHNIQUE FOR PORTAL . - WALLS(SEEDEVILI - 1/4H DATE 0/20/2008 DWG. .NO. T A5 � te4 9d (ADDITION) (E)affnNO) . j V)LL— N I W PG��v 3WN00 • by � �' I I � I �7,j�j� FASTENMPTO RIDOEBEAM I' I U2S SKEWED HIVRJEn 1 I 1 \ fY (ADDITR28 O\ e o \ r, o O d \ r \ 2Y10VAUEY ON FLAT NEW 2Y S RAFTERS O ir— 1111 TO BE Bull OVER MUST ROOF STRUU OTiE MI / 1 led 0A1 w O1 p' 2Y 12V- - - 2-2Y 12 V- / ROOF FRAMING PLAN \\\ °o� '® I w .NOTES: \ ` v z / 1 \ 1.)ALL ROOF RAFTERS TO BE 2 x 12e \ i " UNLESS OTHERWISE NOTED T O 2.) USE N H 0R H10.2 HURRICANE CUPS AT ALLL RAFTERS ENDS 3.)VERIFY GUTTER TYPEMYOUT d'A W/OWNERS W / G Q z FASTEN VALLEY RAFTERS BLOCKING / JOIST O IN THE FIR&rTV0O F-4 TO cvii�eow�riwtE / �p6 M1¢ i / SOUR 2Y a SLOCIDNO w JOIST OUTBIOE rvroRAFTERaeeluNDmrerSAYS °Ye OA.,ALLOW SPACE FOR AIR `; W ROw ON THE UNDERSIDE OF ROOF ' SHEATISq SCALE 1/4R = 1 I—OH DATE I 0/20/2008 DWG. N0. SECOND FLOOR FRAMING PLANA6 usE APAwaoD NARRDwwALL FlIAWNDEGETAIL) FOR PORM4 ' WALLS race DETAIL) i APPLYCAULKOR TAPE AT ALL SHEATHING j BEAMS AND THE TYVEK VAPOR IARRIER !� APPLY CAULK OR I:V ADHESIVEW,EILE APRsI:AuxoR O (Q ADNEBNELKOR INDICATED WLa Qi LD V• e INDICATED TYP.ROOF CONST.� y'W BILL 12 /2 BEA1FA UNDER Q W N P.T ILLMRM.2.SS DAK,aNG ao MAT 12 TYP.ROOF CONST. SEE BEE ANCHO DOLTS ASFOR ANCIgRBOl78.,D.a ISa4TOP OF PLATE 2.,D.e,C ea DETAIL AT FIgST FLOORLVLBEW SCALE:IW 1JV Tr NEW TYP. NEW NEW ENTRY N►Z`-O-NST ti DINING KITCHEN 4R' OOF ASPHALT m OOF fIHBTOIEB Iff COX PLYWOOD SHEATIM FIRST FLOOR FIRST FLOOR 2.12 RAFTERS /FELT PAPER BUBFLOOR SUBFLOOR eA BARRIERS )fJMPSON X 26 HURRICANE CUPS 2.SY /S'ea BARRIERe SflWIFN . .. �� O N,DE ICF1NAl1A SHIELDLUMINUM DRIP EDGE NE WLSPACE x OFASCIABOAD NOTE:DROP TOP OF NEW FOUNDATIONNEW FULL TowwrcH EwsueFLDORvarHE ,.OSTRAPPINOW .+sofFLrBMRoBASEMENT EwSTIN .00R.(VEITFYNFIELD1?OYPSVM 11oAX0 .wNF.VINYLRDFFlTYENT IF RE-0UNt®). TYv2.evwuW CROWN -z wNO.SLAB • •S OR I.S FRIED:BOARD TOP OF SLAB. LL O -- L __j DETAIL Ar WALL nBUILDING SECTION•O NEW ENTRY SCALE:112"-114r B BUILDING SECTION NEW DINING/KITCHEN H Q • � w Aa TYP.ROOF CONST. NOTE: VERIFY ROOF PITCH IN THE FIELD.RIDGE 0 L. L U Z TO FIT UNDER NEW AWNING WINDOWS ON THE GABLE END OF EXISTING HOUSE TYP.ROOF CONST. j z W •2.12 ROOF RAFTERS 0 IV SoR 2YO 1Eaa OM OF I O Q CONT.RIDOEVENT -B COX PLYWOOD ROOF SHEATHING .. CDUNOJOIVS 2.1 T' •ASPNALTROOFSHINGLES I"-1 MULTI LVL RIDOEBFAI -IRA.FELT PAPER . YIAT LVLSFAJA / / \ \ �� -,U•XNiSATTINBIAATLON / 127 Typ. e SLOPEDC"HOSIRM \\\\ 112 WALL w ✓—' TOP THIRD •I,'GATT INSULATION 1 �y 2.Sso tCee.LEE o FLAT CEIUNO8 IR[R) 6,Oe NNIe EACH -2 12RIDOESOARD _ •(T BIMPSON HZSHURRICAECUPB M NEW \ \ Q MIDDLE THIRD 12 .ACLU WApTpEERRfSHIELDR AT BOTTOM li ♦/// GAMEROOM \ \ . . �TA •PRoov�VErrt BBTYYEEX RAPIERS \\\ I �1 ----- 2x fOFOIS`aa •YMND WASM,WIWEIT BEINEEN RAFTERS 6EwND FIOGIt ( / \ � O `4 6UBFLOOR BOTTOMTIMID TOP OF RATE 1?GYP.BD ON 2.Be O te'e.P. TOP OF PLATE tf ENGINEERED JOISTBO/Cen i ~I (�1 NLM 1.78711APPIN001C o.a MUU,LVLBEAM 11'GATT. MULTI WI �`'/T I/•�yJl SIS'FlRECOOE9Yp.BD. SFFFITvW.�EtDS TYP.WALL CONST. INBIMTKN+QIK1E) e...rouwAGEB�'LPRNO o,s �R N a OO u w Z 107 PLYWOOD SHEA O NEW yNEW a T(BLIP)BATT.INSULATION ti KITCHEN 4,firGNPSUMBONGLE A ID ! GARAGE w �. S.TYVEKVAPORBARRLER 1 z Q WIT T 110 PLYWOOD MASONRY PLATFORM VM FIRST FLOOR SUSFLOOR•OLUED 6 NAIUM e•CONC.WALL UNDERNEATH f1UBFL00N FlRS� R B�•,rF�BND> ---- SCALE SEAL PER DETAIL SWEET FOUND. s:.uaRr . TYP.CMTT. UBFLOOR Y NDATIONTCHO INSULATION P-M T O OUTHE OE 1/4R TYP.a wNc.FOEATON WINFIEXISTING R LDwAL1sWNBVERTICLLBARe LLn SECTION NEW GARAGE Wo.4.OROLNDPER ALY wLM = 11-011 � IF REQUIRED). A a ELECTRICALCODE A, DATE a FULL TYP.DAMFPROOFM b BASEMENT p _ ON fOUND.WAUB O/2 O/2 OO$ r CONC.SLAB . DWG. N0. IV FOOTING W IO:Y .W.Ir --- -CONC.FOOTINGS c BUILDING SECTION NEW KITCHEN A 7