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HomeMy WebLinkAbout0060 SAINT JOHN STREET - Health 60. Saint'John.Street Hyannis.• A = 291 036002 I i I TOWN OF BA.RNSTABLE V LOCATION ® i - O� v� — SEWAGE # 3 j VILLAGE I-I .► Cf A w IS ASSESSOR'S MAP & LOT-el INSTALLER'S NAME&PHONE NO. c, A.C4 I SEPTIC TANK CAPACITY X`j G y C 14 L LEACHING FACILITY: (type) (size) /a• 3`7t' :23'`)C' NO. OF BEDROOMS ' BUILDER OR OWNER tot L a/S d A.; PERMITDATE: /i0 L) 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 2W feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by 1 1 1 . Wo 1 1 � n tN `j s �. 7P QNo. "I. ,1(1( FEE �/ O COMMONWEALTH OF MASSACHUSETTS 14. � Board of Health,^---ZAAM'�� i^�u�, MA. APPLICATION FOP, DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) - ❑Complete System ❑Individual Components Location (�Q pij1 -r' Owner's Name 1,_A-(2S0V R2 r Map/Parcel# '�� �j(o,�. A�1f1iS Address 11A Lot# "z- Telephone# Pr 2 0 (04 4Y 7 Installer's Name °- - `to Designer's Name Address Address � 42 CANTERQURY LANE Telephone# Telephone# ' Ty Building L Lot Size 1 5 sq.ft. wellpType o.of Bedrooms N Garbage grinderOt er- of Building No.of persons Showers ( ),Cafeteria( ) Other Fixtures Design Flow (min.r�uired) �l�J D gpd Calculated design flow 3°�l Design flow provided gpd Plan: Date 1 U Number of sheets Revision Date Title 5i rY„ "C `I& i ®r'i -J�ASY� �t3�1. (2?4�Aa J 1-444uS k 4 Description of Soil(s) l..�� ti�stAJt.� \`r � Soil Evaluator Form No. Name of Soil Evaluator �. Date of Evaluation (0 DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further afire o o place the system' operation until a Certificate of Compliance has been issued by the Board of Health. Signed Date Inspections d No. Z COMMON WEALTH OF MASSACHUSETTS I' Board of Health, . PPI.ICATI®N FOP DIS�OSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct(Vr RepairO Upgrade( Abandon( ❑Complete System ❑Individual Components t' Location (�Q �jj! p�1 � Owner's Name )—Prfe-'50V Re4 t Map/Parcel# �: , ''3(o•"Z Orin Address (17�0 4 Z,- 1q".:rr5, r M' M'b Lot# 'Z,A Telephone# tr O. 6Q'I'T Installer's Name Designer's Name Address i Address 42 CANTERBuRY LANE y' Telephone# Telephone#- 506:543_25 i } Ty Building Lot Size 557-sq,ft. V, wellin - o.of Bedrooms I nN Y Garbage grinder( ) ' Ot er-Type of Building - No.of persons Showers ( ),Cafeteria( ) Other Fixtures Design Flow (imn.reAuired) YJ�J gpd Calculated design flow 3`*7 D Design flow provided gpd`. '4' Plan: Date t t,t� �. 'ZOb`% Number of sheets , Revision Date Title Description of Soil(s) 75p� VL Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation t0 fifi + 1 DESCRIPTION OF REPAIRS OR ALTERATIONS I � The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further afire s to v to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed C Date �lr Inspections— O No 2 o O 30 V i FEE ( D04:)'- COMMONWEA I. H OF MASSACHUSETTS-Board of Health, ��Y($7 J A A. CEP.TIEICATE OF COMPLIANCE Description of Work: ❑Individual Component(s) ❑Complete System The undersigned hereby certify that the Sewage Disposal System; Constructed ( ),Repaired ( ),Upgraded ( ),Abandoned ( ) by: at $ (00 sy. JQ has been installed in accordance with the r visi ns of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No.2CO3- J dated Or Approved Design Flow (gpd) j InstallerAtZ Designer: - r 'Inspector: 1 z..� Date:_ ✓� The issuance of this permit shall not be construed as a guar eve that the system will function as designed. ' No. 3 3� 9'MM-?S4C LQ I� � "', FEEVd6V Ck ONW LT1I OF MASSACHUSETTS Board of Health, NS71A-St: DISPOSAL SYSTEM CONSTRUCTION PERMIT � � ��.} oik �' r Permission is her granted to; Constrtict(y�Repair( ) Upgrade( ) Abandon( ) an individual sewage disposal system aty` 7)n as described in the application for Disposal SystemfConstruction Permit No.?-at)3 3dA/ ;dated Provided:/Con�truc4ion shall lze;cotnpleted thin ree years of the date of th' per i.. A� local cond'tio s must be met,v s / � . J Form i255 Rev.5/96 A.M.SAIn Co.Boston;Myl, t �— . Date /I Board of Health , U TOWN OF BARNSTABLE LOCATION 1 '^ - SEWAGE # VILLAGE ASSESSOR'S MAP &LOT '7_11' 3 L�'i,('2 d INSTALLER'S NAME&PHONE NO. f� � , SEPTIC TANK CAPACITY W J LEACHING FACILITY: (type) `� t\L '(size) `A NO. OF BEDROOMS BUILDER OR OWNEJtcc!::��tc. t4 '1j�?JU OMPLIANCE DATE: '7PERMIT DATE:i Separation Distance Between the: Feet Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Private Water Supply Well and Leaching Facility (If any wells exist Feet on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility(If any wetlands exist Feet within 300 feet of leaching facility) Furnished by Or i I I g 1 -7 k l .r t . r i 08/17/2003 23:57 5084289334 EXCLUSIVE BROKERAG PAGE 02 r v36 00-l" •Aug-12-03 03:04P Jmffery Johnson d Ll P-O4 'ti ek 17452 P026 *93640 n�-7.2-2iD03 � O1 -S9a DEED RES'rRTCTION Prouty: 60 Saint_Jo Street,.Hvannis.MA WHEREAS. Larson Realty Co., Inc., a duly organized Massachusetts corporation, with an address of 119 Route 149, Marston Mills, MA 02648, is the owner of 60 Stunt John Street, Hyannis, MA, and being shown as Lot 24 on Barnstable County Registry of Deeds Plan Book 167, Page 85. WHEREAS, Larson Realty Co.,Inc. as the owner of said lot has agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lot as a pre-condition to obtaining a variance from the 310 CMR 15.214 State Fnvironmental Code,'Title V, Minimum Requirements for the Subsurface Disposal I' �I of Sanitary Sewage,and to obtaining a building permit for this loll; WHEREAS,the Town of Barnstable Board of liealth,as a pre-condition to granting the variance from 310 C MR 15.214, State Environmental Code,Title V,Minimum Requirements for the Subsurface Disposal of Sanitary Sewage,and authorizing the issuance of a building permit for the construction of a single family home on this lot is requiring tl*,iat the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording{this document, NOW,THERLI-ORE, Larson Realty Co.,Inc. does hereby place the following restriction on the above referenced land in accordance with its agreement with the'Town of Barnstable Board of' Health,which restriction shall run with the land and be binding upon all successors ill title: 60 Saint John Street,Hyannis,Massachusetts, may have constructed upon the lot a house containing no more than one(1)bedroom. Larson Realty Co., Inc.hereby agrees that this shall be a permanent deed restriction aiTecting 60 Saint JohnStreet-I lyannis. MA For title reference see the deed recorded with the Barnstable County Registry of Deeds in Rook In 9s a , Pago Executed as a scaled instrument this 12th day of August,2003 LARSON REALTY CO.,INC. By`-Crtaig G.Larson Its President and Treasurer 08/17/2003 23:57 5084289334 EXCLUSIVE BROKERAG PAGE 03 Ok 17452 Pm24. 43ti39 QUITCLAIM UF,L•D Property A,ddress' 60 Saint John, Greet,llya 's Massachusetts CHERYL M, SHARP aWa CHERYL SIIARI'-D'ESUPO,of 131 Thames Street,Unit A, Groton, Connecticut 06340, for consideration of Eighty-Nine'Thousand and 00/100($89,000.00) Dollars paid, hereby grants to LARSON REALTY CO,, INC., a duly organized Massachusetts corporation,with its principal office at 119 Route 149, Marston Mills,Massachusetts 02648 With QUITCLAIM COVENANTS The parcel of land with the buildings thereon situate in the;Town of Barnstable (Hyannis), Barnstable County,Massachusetts,and being further described as follows: NORTHWESTERLY by St. John Street,as shown on plan hereinafter mentioned, one hundred ten and 00/100(110.00)rect; NORTHEASTERLY by Lot 23,as shown on said plan,one hundred nineteen and 55/100 (119.55)feet; SOUTHEASTERLY by a portion of Lots 34 and 33, as shown on said plan,one hundred ten and 14/100(110,14)feet; and SOUTHWES 1'ER.,Y by Lot 25,as shown on said plan,one hundred twenty-Eve and 08/100 (125.08) feet. Containing 13,455 square feet, according to said plan, and being shown as LPT 24 on a plan of land entitled "Subdivision Plan of Land in Hyannis,Barnstable, Mass,petitioners Johrt Rosario&Joaquim Rosary,Seale: 1"=80',Date:Novetnbcr 1961, David H. Greene Surveyor Hyannis,Mass.",which plan is duly recorded with Barnstable County Registry of Deeds in Plarl Book 167, page 85. • � � "—'Town of 13arnstante r# !202- 509 ' f Department of Regulatory Services Public Health Division Date G� 3 o� 200 Main Street,Hyannis MA 02601 HAHNSTAKA MAW Es6 yg. Date Scheduled 119 U3 Time 1 6�'l Fee Pd. 2 Soil Suitability Assessment for Sewage Disposal Performed By: Witnessed By: `�"`� ✓' 4 .- ?t!y:ij!:I'_�'ri"ih}j!i .. .. :..: :.: !, ::!:..;r.::..;:,_;;,:.:,: .:;;:;y,.,•,!!:r:;!.;;:':^x:a:;;L-::.,,..;;L:1 i!! i. .I Id. ..x�.I:: !I! :.:I y:! I::: x.i.�': :d:4:u•"Irr�ln;! .i:,41:p+'�n�xr.F:,, ;•rly II' !!I! I6-11y:A,+r:';'���. .u.. ,i n `!.a ,;:�U :.,.d(�i , :s.!�:1,1'� .� lads: ::�- !. �!�L�=.�:rr�!:i:r.,-,_.. .=...i '+!'4" i. L !.!'.r.: = F �"!�"•�, =d: �:�'�'�'��N.�.�,il'..-.'� ... Owner's Name Location Address p� 5+.1 TO��5 GK�6nC M lV Address Assessor's Map/Parcel:( 2 t c)'3(p— Engineer's Name NEW CONSTRUCTION REPAIR Telephone# a Land Use �— Slopes(%) �fo Surface Stones Distances from: Open Water Body Ji� V ft Possible Wet Area. ft Drinking Water Well ft t � ft Drainage Way 1 ft Property Line 1 Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) Ya1 . 11© .\A 1 . t— • y ►tZ�..t�t Parent material(geologic) _ ltup_ ' Depth to Bedrock P" n � f Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater L - .`..,�•. ,::�,-,_— r....:..:...:..:�: ,:;,�=.=:a::.'a;e':�!a,Lrx!,r:n:�rr.::4.:r:v3a4..'xi: ,:R'nr•• .{�:��..wr;'Cy5!" i`.2'_`^:!7.�5�� .,-,:a,-a! �- ,.,...s ..r,,::ir,:.Giz..., l'4yr t+!: ;, a, :� .:.:.. ..d .:.. ....:.: �x •�J�I'� �I�G;; rars ! a .. :.d ... !. s. .:2�.=!::::::::::_:a�n. I�L::.-,- u:§:::::!!:x:::.,::+t:�:....::..::_::IL_�.u:..::.�:.,-..�.:....... . Method Used: 0l in Depth to soil mottles: in. Depth Observed standing in obs.hole: P in. Groundwater Adjustment ft Depth to weeping from side of obs.hole: _ Index Well 0 Reading Date: Index Well level Adj.factor Adj.Groundwater Level_ P�„ §::`: `s'•.. Hrx!i,!:R;m Nr".e�S�i .......,.,.::.:,_ •.:.,.:,.,...::::k:=::;.::,r.5,;. ...:a:..::n,...g,..:::.._....:......:.....:-:::�..+:,s.-::._ „aU• I+t y ,:x.:. ..+:.:: :•:.:::::.:::.:...,.n.....=.!1:...-!._.:._.,la::::.:+� .a=I..:!::: !a' xa:,a ,!i ..:i a= 'Sx "1!;:r!:;r::r=r;..:..:r.a. ..._..:...1=a=:'sn::!x.:......,,.:.!..:tl,.;,r.•-:.! :: ..i;: .:a:.{I;:: xa'I.:..__ .:.,! ::!+.:::...:..:.. !::" ::i'.!!.:: .xu .0^+ ,,,i:.a:.. e :F.:. :..r :..T... , :. ::.:.:!,:._. ::!aa:!P!wy-.::! ::.d ,:d ...::.i=aa '�? .. .... ..:! a ... ." �'x+a• "!alit .=t,...l::.�a.�x::,. M :i!: :!:y;:,,. x! ,.4nd!.•i 11 t�:.:f Ilm::= .✓�...�.:.�.!... .. ...,:.;!: ('+ .r.: •nyr..,r,.'l $t -:.k:,;:a='.xc•;'s N .ml :: .I,�!':_!id!::, !. =::a,!.�.�.,.y! ..:!'r..n:!,II,!: ! L: i!: .h ''..: 'I,+'=='.. •:-:,. .aT:,,. ,:�. •... :.:x:6:!it :.IL4 d:; 1: .:...L,�.: ••r.•r .�:-q•a..�1 ::.y:: '�1 !� ::.: h�,:'7�.: !�!M ,:!:,!n.:�: Observation _ Time at 9" Hole# --�-- Depth of Perc Time at 6" Start Pre-soak Time Tune(9"=6'� :. Z A .1,�o its End Pre-soak Rate Min./Inch - Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y" Original: Public Health Division Observation Hole Data To Be Completed on Back--- -- Q:HEALTH/WP/PERCFORM ......................................:........::::..:. ....:.:..:........... Depth from Soil Horizon Soil Texture Soil Color Soil ther Surface(in.) (USDA)\• (Mansell) Mottling (Structure,Stones,Boulderes. % o bit l_. 10 z� IZo� lu rZ7 b 1��0� :;.:;.;:<>;:::>:>:»:<: . ..... "40 Ho;; ;<.:>::: Depth from Soil Horizon Soil Texltire. Soil Color Soil er ' Surface(in.) — '`� (USDA)•''J (Munsell) Mottling (Structure,Stones,Boulderes. % tol,--17ZttY": ...::::.�::.�:::.�::::�:•:::::::Dot..�:0..(�:�5 ::.::�:::..::....:::::.:::::::::.�:::.�::::::::::::,.�:.::::::::::.:::.::.::::.�:......:::...:::::::::.::.�...................:::.::..:.:.:..:................. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.e Y� Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Bouideres. % Flood Insurance Rate Man: Above 500 year flood boundary No— Yes Within 500 year boundary No_ Yes ~ Within 100 year flood boundary No— Yes Depth. of Naturally Occurring pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification I certify that on (date)I have passed the soil evaluator examination approved by the Department of Enviro mental Protection and that the above analysis was performed by me consistent with i the required training,expe 'se an experience described in 310 CMR 15.017. Signature.:... Date r rr :.Depar..tment of Regulatgry Services i Public Heaitb Dlvisi<on . , Date ... ( ► '�'/ ®P 200 Main Streek,HyannisMA 02601 „ 8�ar�eresu: z: MAM +h� •� Data Scheduled Tune r�•�tP'! Fee Pd. — . aS' it Stu tahlli A eS, r aaenI f r Sewage Disp®�a l Performed By: Witnessed By: .. ��,��. :�`�: ... � ". � . �-�..� r;r ..�. I•M , Owner's Name Location Add V'R V— — -v ]1 Address Assessor's Lq { Engineer's Name 4 - NEW CONSTRUCTION REPAIlt Telephone# Land Use, "„� Slopes(%) 5 Surface Stones Distances from: Open Water Body �' ft Possible Wet Area`` ft Drinking Water Well ft nw Other It Drainage Way Propet4y Line —�u-- +T ;(Streei name;dimensions of lot;-exact locations of test holes&pert tests,locate wetlands in proximity to holes) q h� .. .. ..r-•. t rZ:' g`- E ?t�Lev Parent material eo T. } Depth to Bedrock (gto is.-..8 .) Depth to Groundwater:.Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater 9l L ' f'+� Y� n • mr' A 4FiE�•+i u�'•I�i _ �4• _ ._ .. .•s'9. Yau.J o..._.• - r.„yf Method Used . ' i�st� in. th Observed standing in obs hole: in. Ikpt6 to soil mottles: Dep - Depth to weeping,fcomside of obs.hole: in. Groundwater Adjustment ft• Index Well# Reading Date: Index Well level. Adj.factor Adj.Groundwater Level_ m ,�f Observation Tine at 9" Hole Depth of Pere Tune at 6" Start Pre-soak Tune Q Time(9"61 End Pre-soak �� ' Rate Min./inch E- - — .Site Suitability Assessment: Site Passed_ _ Site Failed: — Additional Testing Needed 1� - •1 . b z f Original: Public Health Division Observation Hole Data To Be Completed on Back------- O-REALTH/W/PFRCFORM }.{:..?i:4{v::Jti .. • .. r..n-., .vJ`Mr•Y>}.n.:?.{n::.......:L"<v:: ..4.....A� .i'J.•A..<:i.2'ri::r ..•.::`.;.::•i;•;•;;;•,:•}i•.. ..+.,� J.. ..v::'.:::.::..:?:::...... My �..:: ..}. S•}}}:!r:;:J.:::::.•:n,w::}.'S^'�•::�}r}:•.,:v:x}::.+.Y::•;:{vn,v. ........ Depth from Soil Horizon Soii Texture $oil Color ? Soil'.. + Y..:. .. $, , . then Surface(in.) (USDA)',, (Munscll • Mottling (Structure,Stones,Boulderes. 0 .f -;- z4� Q, .......... Depth from SoilNorizon Soil.Texture_ Soii Color Soil cr ; .- Surface'(in.) (USDA) "; (Munsell) Mottling (Structure,Stones.Boulderes. Conslsleficy VL �4�►-«l- , ,to 0 ! Y .r It r, i E O `f L' `-C Leo ............ ............:...:.:..;.y..•;.:.,,�::•.::..:.,:.,....;:....J:+'•.:::'+>;:•:.:;:.v..•{{::.}w^}::,>...::+}�.:v.a;+}}}SS :iriy:. .y:{{:.}:•:•::5::.:y::.v::::•}l•::'.}•;: ...:..::•:Y::•::::r.v;.v:•.v.»,.,......... .,: J y7� .:}, r +•� .4:•X•:••: •}•., a0.•..• :'�:,,v•,ti:^•^'•:K,^{•�}•}:;{:h......: .::::::++}:,ayv;,?�. .};..^.f: '^}}r:}'it<S::<C:O.v:±5:•.{•Y.•}Y-:Lfhy{:•:}�^+:.. .......Rl .. ................:.......:..... Depth from Soil Horizon Soil Texture Soii Color. 5oil"" Other Surface(in) . . M Structure Stones Boulderes. _ (USDA) .. ( unsell)' _ _.._ Molding ( i • a- :>}:•:a:t:tw,v.v::::hr}::�v,t v;•: tiik;ti::::<�:::}::}?i:'rr:t • �}l:�n•1.:.}.,.n�iii�Y•:•.Y•�iti}it:}i..:n ^i•`{�S'^T•.. R,.. '}}:C:^:{C}:•?�Y.<�;f;y};{:4:}:•ti1FM4{+�+�,1++'f'1.w.• ?:{3:•}}i:•�'{;}�:;�; :,:�;{:{}.S:{nYr:.t;•,'h}Y.,^.:irAn,{ sv}::.;:}i}�:�4:h,+.ti{S}iC{i•}%n}:;{:tiYry•i%:iv v::•:::;:•};•i}:: Depth from, Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Bouldcres. Consistency,% I_. Flood Insurance Rate Matz:\' Above 500 year flood boundary No— Yes Within 500 year boundary No— Yes Within 100 year flood boundary, No_• Yes De 4p h ot'Ngt oyrall •GC=Wnz1takRLhktCd9 • Does at least four feet.of naturally,occprring pervious material exist in all areas observed throughout the area proposed for the'soil absorption system? 5 If not,whet is the depth of naturally occurring pervious material? Certlfication `date I have` assed the soil evaluator examination approved by the I certify that on �S ) „P Department of Enviro mental Protection the above analysis.was performed by me consistent with _ *the required training,expe se an experience described in 310 CMR 15 017. Siwnahtre 'i I -Date �^j _f 4 i I CLG. DHE D in rn fLD :�ffillfll Li Li — FLR. APPROVED FRONT ELEVATION ' JUN 1 0 200 APPROVAL LuwiTED TO iFAOTORY BUILT PORT!ON i ova.autr T`oa n�.tlllT�M" ;PREmERBUI LDERSA DR:OF AKNC7 HOAR$NCP.O. Box 337s,my.Pa 9756*(570)546-89f5 MOULTON / LRRSON6884FRONT ELEVATION -1 " N0' 000 42'-0" 36'-1 1/2" 27'-0" 16'-8 1/2" I 21'-7 1/2" 4257 � 3037 t 72VINYL 3037 10'-9" -� 6_ 9-10 - _W3314_ W2430 I 1230 00 Ii DW WF1 P� r � zXs ' m � BFl 101-111, CV I N i m Co \ I -0 NI O evm I m L I C, N REDROOM BATH DINING RM o K T ' - lo cp 8 0 13 C .en O 00 ml � N 21_ " Cb I m m I , �24o B24 Zia _ 1 26'- 23-1 1/V 19'-3 1/2" 'Di 0- -Vl'>- - - N W2430 - - - Lo Ln D ' I - I - 1 WI I I LVTNG RM o FAMILY-En m m i 24 W oo. F0� I , I ; 15'-2" m '-7 1/2" ao I A PaLv 4257 4257 36 1 D r c 4257 4257 25'-11 J., j U ? 0 2003 30'-911 I 21-0� 11'-3" � 4�_g�� AFPR AL LIMITED TO FACTOR BUILT PORTION YFZ F MI�TIOM MRMJF. Rjrl- IIRTicm PREMI �CDZrVM SYSTFM :ERBUILDERS SIDEWRLL= 2x6 16"oc DESIGN SNOW ZONE= 60 "°" OF AR"'C~"cmT,� PRC CLG. HGT.= 8'-0" ROOF= 5/12 16"oc P.O. Box 337*kmy.Pa r,756*(s70)sas-8-06 OfRKTL R rn rQe RDDTL' BSMT COL - # DESIGN WIND ZONE= 90 MOULTON / LRRSON DATA 6884 LRBEL` - DEST.= HYRNNIS. MR FLOOR PLRN P-R" No RAf2N�T�RI rr _._. ... 000