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0042 IRIS LANE
m Wlie* At AM W,a—v., iT, tit: Mr- t NI�l M gl",461 Yj DO 5illyVllll� r M I All 4 M w ��ma, Mint W� IN CAR M', Tt w 2 M "N' , i R ma, 12, z -i,-r Mir"g, "W" ag ywo I Mkl�'.Rl' %15' a X 5 M §4w Nk" P NgW Nw 'w �W �OAMltili BPI �vR�,wg IWA 11k,I I ME" g z % 'N 11M. A twg AR Rk R A IN AR NOW S; gg i czxP 1 1,W t'. PN- , M�Zzl a 1100,1 kc W A av M'k r"i u A M Ue"Z�l, "NMffi V�v -�:_-vw -,g ,�j g i'l iNl,N W� n mu 'Kk rm 'S F A, O-At, �w ,gw� Ao, "g, w im, , , . g 715 "'P 10, 9Z g row, gig RMA� 61 M; % gq�jim, kX Wol p� �x ANN V Mil 0 zx & NOR,, r " w f, F �,4.f qn�,� '35 P rn AM 53 e, OWN Ni, TNIR 00 MIN, gg-is ga "10:R 0, W,N, W� OW Nom n�=!�" N 4 W ,AN RE P.7,��%Ll,90 2 W NO, Q 0, V , - 14". T PLAN REFERENCE:BARNSTABLE COUNTY I 111.72' 73.28 REGISTRY OF DEEDS PLAN BOOK 400,PAGE 82. I I I inl 0 �I I I ` I 334-010-002 Existing N/F Manning Foundation q~ 3g N House#42 334-052 / N/FLapine / (Vacant) / / / bh LOT 15 IRIS89 762+/- S.F. LANE " a � o tt 334-010-003 'a N/F Geminiani (Vacant) Di C, ei 'n'nonh, b Comp4nyEthE/eo�'!c cement I hereby certify that this foundation is located on the ground as shown,and that it conformed to the Town of Barnstable Zoning By-Laws regarding minimum setback requirements at the time of construction,and that the dwelling is located l86 ys, / in Flood Zone"C",as shown on F.I.R.M.25001 OOO1D, for the Town of Barnstable. LOT COVERAGE LOT AREA = 89,762 S.F. = 100.0% 09/20/07 Foundation = 2,729 S.F. = 3.04% Total = 2,729 S.F. = 3.04% NORMAN GROSSMAN PLS DATE MAP:334 PAR.:053 LOT: IS 1 HSE. :#42 ONE.:RF-1 Of Mq FOUNDATION LOCATION PLAN LOT 159 #42 IRIS ROAD s BARNSTABLE MA. No. 12775 .1 SCALE : 1" =50' Norman Grossman, P.L.S. .' Al L� DATE : SEP.20,2007 P.O. Box 97 T PLAN NO. : C 1019 East Falmouth,MA 02536 } - 508-548-1920 I ` t TOWN OF BARNSTABL UILDING PERMIT APPLICATION 4', 0 7. Map 213 Parcel Application# w Health Division c� Conservation Division Permit# Tax Collector Date Issued '' Z� Treasurer QA Application Fee Planning Dept. - 1. C1 /� , p � � Permit Fee �� `" "yO:�vd Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis v4uo P OLMO Re:A Project Street Address Z Ir Q S —kt- r r 3 Village Owner (,-1 y 15 A Address o,C i S-o 7 Telephone '' l - S7/ �`�� � a�cc ►'Y1 , n A 6?® Permit Request 6ew e�a �L „ Age &2d 42aA AA%/ Square feet: 1st floor:existing proposed 2nd floor:existing proposed WD Total new Zoning District `�� 1 Flood Plain C Groundwater Overlay Project ValuatioA�dD Od 0 Q Construction Type ( .6& Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family )J' Two Family ❑ Multi-Family(#units) Age of Existing Structure' A!2A2 Historic House: ❑Yes No On Old King's Highway: YYes ❑No Basement Type: X Full ❑Crawl ❑Walkout ❑Other i Basement Finished Area(sq.ft.) 4 Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new ary / Total Room Count(not including baths):existing new 7_ First Floor Room Countw+ =z Heat Type and Fuel: X Gas ❑Oil ❑Electric ❑Other c Central Air: *Yes ❑No Fireplaces: Existing New_� Existing wood/coal Move: O=Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing 0 new s, e Cr) Attached garage:❑existing A new sizeadX,23 Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION �W f Name 4�6l/S• Telephone Number f) �'/ ,d Address .�AJ• License# �rZ X97 & Home Improvement Contractor# IJ77 4V 4/5 A9 Worker's Compensation# 760 �3 ?�ld� -9 002 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO �v� ,,e, . SIGNATURE DATE y t ,_y FOR OFFICIAL USE ONLY s ?ERMIT NO. DATE ISSUED F MAP/PARCEL NO. I `� • r ADDRESS I VILLAGE OWNER r I r DATE OF INSPECTION: FOUNDATION q -Az FRAME r F 1 FRAME INSULATION �� } FIREPLACE z ELECTRICAL: ROUGH FINAL y' PLUMBING: _ ROUGH FINAL • . [{t GAS: ROUGH FINAL i FINAL BUILDING 0 DATE CLOSED OUT ' I ' s ASSOCIATION PLAN NO. Town of Barnstable Building Department - 200 Main Street BAMSTABLE, Hyannis, MA 02601 MASS. $ (508 1639• ) 862-4038 .� 'DrFo nnr►'�a Certificate of Occupancy Application Number: 200704805 CO Number: 20080101 Parcel ID: 334053 CO Issue Date: 06104108 Location: 42 IRIS LANE Zoning Classification: RESIDENCE F-1 DISTRICT Village: BARNSTABLE If Gen Contractor: GILLIS, JACK Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: (9 —24— e—�)� Building Department Signature Date Signed �tNE TOWN of BAKN5 A.BLE - Building Application Ref: 200704805 • * BAtlrr reANX. ; Issue Date: 08/28/07 Permit MAS& p �16. a Applicant- GILLIS,JACK Permit Number: B 20072085 Proposed Use: DEVELOPABLE LAND Expiration Date: 02/25/08 Location 42 IRIS LANE Zoning District RF-1 Permit Type: NEW SINGLE FAMILY HOME v4ap Parcel 334053 Permit Fee$ 1,640.00 Contractor GILLIS,JACK ✓illage BARNSTABLE App Fee$ 100.00 License Num 051497 Est Construction Cost$ 400,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND SINGLE FAMILY HOME 4 BEDROOMS WITH GARAGE ATTACHED THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH )caner on Record: CONNORS,JOHN M JR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL \ddress: 200 CLARENDON ST INSPECTION HAS BEEN BOSTON,MA 02116 kpplication Entered by: 1L Building Permit Issued By: HIS PERMIT CONVEYS NO RIGHT:TO OCCUPY ANY:STREET;ALLY,OR SIDEWALK OR A PART F EITHERTEMPO RILY OR PERMANENTLY; .NCROACHEMENTS ON PUBLIC.PROPERTY,NOT SPECIFICALLY PERMITTED UNDER UILDING E,MUST BE APPROVED BY THE.JURISDICTION ;TREET.OR ALLY GRADES-AS*WELL AS DEPTH AND LOCAT[ON OF PUBUCSEWERS'MAY.BE.OBTAIN FROM THE DEPARTMENT OF PUBL:IC.WORKS i 'HE ISSUANCE OF THI.S.PERMIT DOES NOTRELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE.SUBDIVISION.-RESTRICTIONS. 4INIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: FOUNDATION OR FOOTINGS. ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). INSUrATION:- "` -t�, --•- -- - - -- -- -.. r.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. YORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. , 3ERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 �,�,� c.� 3 2 � �..�,a�ey�ureEc�z .s•-�� 3s ` © � 1 Heating Inspection Approvals Engineering Dept 16 Uept 2 a�, Board of He �FZHE,r�, Town of Barnstable: Regulatory Services t BAMSfABLE, • .� WSS, Thomas F.Geller,Director Building Division TomPerry, Building Commissioner .200 Main Street, Hyannis,MA 02601 www-town.b arnstabl e.ma.us Office: 508-8 62-403 8 Fax: 5 08-790-62 3 0 Property Owner Must Complete and Sign This Section If Using A Builder CoV- • 16k . � �- , as •caner of the subject property hereb - . y authorize to act on my behalf, in all matters relative to work authorized bythis building permit application for: , u i A (Address of Job) Aitureofr —4 ate Print Name QFORY1S:0 9NER?ERMISSION I S_ `t Affidavit of Substantial Financial Interest I, A-cAJ, C t I ItS of , on oath depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Ma Parcel The address of the property is fA XRJS kANr 0- rn mA 4rr;� ► 2. 1 have — 0-- % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. �I 3. Within in the last twelve months from today's date, which is - y ' , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is -a - , 1 have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted — building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received -- building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of n' ,, ,thhis / day of®T, 200 ' 2001=0050/affin 1 Q/LOTTERY/AFFIDAVIT RESIDEiYTTAt BUILDING PERMIT FEES APPLICATION FEE New Buildings $100,00 -1 q o ,&0 Residential Addition $50.00 ' Atterations/Renoyatims 350.00 Building P="Iit Amendment S 25.00 MNO FBF VALUE WORT SECEET NEW I ING SPACE square fed x$96/sq,foot= 61 9. plus from below(if applicable) x.0041= ALTERATIONS=NOYATIONS,OF EXISTING SPACE square feet x$64/.sq foot a x,0041= plus from below(if appiioa'ble) GARAGES(attached&detache:d) —5-- square feet x$32/sq,ft, ACCESSOB.Y STRUCtm>120 sq,ft. >120 ef-500 sf $35.00 >500 sf-750 sf 50.00 — >750 sf- 1000 sf 75.00. ' >1000 sf-1500 sf 100.00 >1500 sf-Same as new building pmmit; square fedX'$96/sq,foot= • x,0041= , STAND ALONE PERMITS Open Porch x 330.00 (number) • Deck x$30.00= ' (number) Fireplace/Chimney x$25.00 °6 = • (utunb er ? Inground Swimming Pool $60,00 Above Ground Swimming Pool 125,00 Relocation(Mo-Ang MOM (plus above if applicable) Prajca P ermlt Fee Rev;063004 Tatma JS.7.lO(enne�necq , proscriptive paekagd for due and?r►o-F=By Raideotial BaildiagsNeated vr9i��}i'�'pela hgAXfMtlhl MIrSSIMU1Ui Glazing GSa�ng Ceiling Wall Floor Bas=mst Slab Heatiag/Cooling Area'('!a) U-value= R-value' ' R-value R-Yaiue' �'aB -T'ainseta B4"�Pmrnt E.Cfiacney' Pie 5701 to 6500 Hesatlag Degree Days' �' IZ%• 0.40 38 13 19 10 fi Narsasi R 17% 0.52 30 19 -. 19 14. 6 2domsal g 12% 0.5o 33 I3 I9 IQ fi f57tFtJE Ii . 036 33 13 24 WA NIA NO= Y � .Normal il. 15% 0.46 38 19 19 10 6 y 15% 0.44 31 13 23 N/A 14UA U AFUE W 15% 0.52 30 19 19 10 � U AFUE IS% 4.32 38 • 13 25 N/A N/A Normal i8°!.. G,�2 3g 19 23 NJA NIA, Norma Y AFUE R 11% 0.4� 33. 13 19 i fi rzr£ a ss A • 1o°Je 4.30 34 IS 19 10 , An 1, ADDRESS OF PROPERTY: �A w , 2, SQUARE FOOTAGE OF ALL ERI EXTOR WALLS: 3, SQUARE FOOTAGE OF ALL GLAZING: OngI' a IDED BY'#2 : G�' oG LAZINQ AREA #3 DN 5. SELECT PACKAGE(Q--AA-see chart above): ft• ; NOTE. OTTMR MORE INVOLVED NMTHODS 9F DE 11MMMING MiERGy REQUIRENl - S ARE AVAILABLE. ASK•US FOR THIS INFORMATION, BMDING INSPECTOR APPROVAL: YES:. NO: q-faros-fla�343a ` E ' .Mid -,Cape Home Celiters 700 Bearsos'Wktiy kYwulis MA, 02601 508-775-6i l2 Date: �—L) Total tto, of pages including cover 5licet:_ To: Fax Niunbet" O Scucler 5 Fax Numbc.c, 508-790-2307 �. No eo/Cott tttet►ts; S0Nr"till `?0 LUZ' , ,gip.' , l d Z[E 'ON d31ND 3WOH IM OIW AM:I I LOR *EI WV 08/00/9007 THU 0:t1e PAX 003 472 (3700 NOW Ungl.r►dd 11051,011 00E/002 i ■ P1 {P by WeyeeheieUzor August 9,2007 ,Mid Cupp flonte Coator PO Dort 1418 South Denrtlo,KA 02660 Am 42 Iria Ln, Cuminaquid,MA l ncloned are TJ-Xpvii'e calculations and training plans for the above teferenoed project,Mid Cape 41ome Center of South Dennin,M,A peopared th4so drawings. PliO.r 7CTNAMt:wrAt'LI?1)MAINTANCLr-aa,11tIS LaNU,JoH QJ UQS—CA a,QUl:=JSS DATLS_ANU'fthQ: Sec att'achad calculations and verify the Demon Data and Timor nhatah thceo lirhtad!?glow, DF�IhNAAl 3 ANn'j7= =IJQ LA&K9=- FIRST VLOOR 711212007 (& 11,33 SECOND FLOOR 711212007 G 11,33 ROOD 7/12/2007 @ 110 Mevolrm by Waycrhsauear proprlatary'0-Xpae computer RoRware Is a computer aided drafting and design (CARD) program wh1ell xr-laetn and verifica the structural porfonnonee oe vach euveturut eomponanthotbro it will produoe it plot, Thl®prggmm Ir operated by pononnel within our sotlwato distribution network or iLRvoly'", 1'eoNlnlaal ropfaAehfatl�et1 UveltM war raw nca aoaumay of(he eoflware output and Hutt the sizing of the products are In accoM nce with [CC opprovala. This warranty Is displayed on the drawings, Tho professional engineers'stamp on this letter is to vorlty that(lie analyees presentcd conforms to acuepled engineceing practice, ilia uno of code aoaepted product,doslga voluee Bud that 1110 00%IIponontn t►pve ndequato enpaulty fbr the danign eoudillons indicated. Although the onglneor ImN not personally revlowod the project plena or vieilcd Iho bile,wo guarantee that our products,as Phown In rho attoahad drawlnl>,at and/or calculations,have been sired to suppolt all of the tondo providod by your offlloo and designed In accordance with H,avol?m oritaria,This can be veriflad by exominntiou of flip lower right cornor of(Ito i1'0ming drawings whert ilia wording;"M;JEJF1 "L• XEBKTqD WAJIUNTY SEE kJJILp '"must be displayed. All notes and deni6tt land lthrorinallen Shown on these drawings should be reviewed to cnsum that the aru n doalon lotlds,defloeilon oriterio and other conditions are correct and/or aaceptablo for ilia specifio applloatlon, Also,please verify that the�ruduote Inylblled have tho"9110nt Floe,,"'fill°","MlorollaPn'LVI,","Porallani A MR.",or '"I'Inibor$lraiW*LSV morkinase to wrifirm that this letter Io valld, Nloaso thel froo to contact me if tiara are any 4;w e.oiu►lyse", Alt OF ,�,necr 81,,,,� ON11L, Cull Tracking Number:53164 Date of Call;819/2001 Now 1111alund UlAglneering 0360 Route 101,Suliu I • Bodlbrd,NI'103110 • phone 603-472.6730 • Pau 601-21s-6167 ,nn inr.� NT ;3aTw' 2/2 d ZlE 'ON esz ae5.0-L d31N3D 3AOH add) CIWWd6ti l l L001 '�l '00H�n� BOOK qWPAGE nF.c_-:•r�;',�"' "' �u/�HAQU/O �aoty �u MqP✓33�0���^'�eel S J,27 Ifl 0 ii l'flk HA/339 /iL 27 HA/N 3T.YA MPGP>HA.02G•/J ( R.R !/� oN \see•sa se 1496/BS , c/y Daunco f/E Ec res a as dep'E:� 3 'eQre o " wJj"�, HA. 02630 o CB O ''p O 47,4B3f •o O 9 �F�/< O•Z E 6 nloc r•E nvv Mq�c's<r \� ��'2''qo✓ I 79.5 f�' c n s.f. @� 897 sf' ao�� <eN 9cn..e:i'•epoo E2<N � �' N Y2J6 Loc ATicv MAo. .Is30,031• ;,/1 \` �� C I N T1m JJ dD X63°3+'Je E 1 %;o`�o 'pe""''C _,\ w.oe , vs' N ♦ n A.�,N '�'- �,e 3 V� 9` ��'>3' ' a.,'/'f' o,s0j:°v�, 0 ^'^'oz�Y"'.b '°"'••<�v W,LIAM J 7�6</c HAP 93 h•' 2 3 IN: jay 3 / »?N p�3 �h0p109 � � /P E HAxv aUNN?OAO �—� eel 25 l{_q @ B6•�'73' _-•CN�S `.�\/2�0 �-�r •O .� GUMHgOU/O MA. EVELYN� 0 R O+`�429''�-/ 73'/2' { �<� 9O (� o�-yc`�p �' N `�ESJ �_`� v _�__��r HA WEYMo02 iBEf OIV %4°06a39'/ "$ya�, 0'0 JE"E•c.>.p/ `�3jg6 Z \`�J \a°p >�•. a> fl li f �es.Jo_e CB I I '� `\\�[// P/ A• v 3�m iiy:/ 16 P / C \/69 !�/%• .j > o.<b._J �e Irp >Ea I` � 23 — \c �1 69.63. q N O u ry1gv 1 J Ov ', �• � ° a e.e cep°� �.° a". e� \ d 'q �I'.».oe e•E,�- �a � � Dti2, Ati Q P m^ �/ I' No2o.Hl.NENAH 3poe• a w'b'� o ersa n b e. ,/- >ya _� 'eE 1•.D'f0 9>,9•l aft�9 O P D P N HA. °39.z . •>J � N � / �!//(o��T A�aa 0 O / s�•± i Go se lozo� $\ /•-�� 3'' e>zqe"E� (/� lre2 002.33'h P 1049pp P P i i>^e WLrW G {I a be•z.s' Fe'[cc[29 n A 99zo'oq•W•T� �. .n B q9.96o2 s/I N b ->2' p_�3 P•e9�6'' ��N M1'1'IS" n eF.= P r P 51�zoOgL 0.> i f_/s •�33 3s / e2• �j M ?•12i O J.F+ T n% gq o0 y.r ,l ✓<� ; f•Ilo.le'� nn IP pl p� < , e o.3a•e _ a/.se sB I O ,� 6tiPo^a3�.>e��;__ N: i o Jz. �' �N h S'.'� PP W ®I 1{ '� ' `���44sp` o',' moss.+� '>.az T��iS. 2gz.o3• }� ��i /+,,,,,.R/'q aoeos fin.+T' Wn .A` o.oo /„ 1 P``�` % •P II OZ t� L © 01 0 9 j O N O '0,�`0�B 9 A.z25p3 •,'q•29.p9o'I• >9.3 M s•3c z3o'eo• ryo R'yer.-,•.,� y ^h°�j33q� Th e.e , (T 1m 93je9LJ <93 aC=old O_ 0 10 Vn qbo�' p .96`• ( /oo p,6 3^ET �• `'N. �/7 ``o` -o•>'•s i3•y TJ/aa_ 'e3.eo TA`•` y m a�, G d 939�9 J± 9 7L U U o M1� ',y0 O © �f. .f - o. 9a/. y i I ��3> /•P! A.II�el +. m Q � CB,0' /� 'J• 'z `�r D N O°'O 0 399o.s_.n R l •� �D�ti SJ� `S.o $S � A o. 0 ��; N ,s, ^1 g991oz9' O m O x r Z y/ ,,} /3 0 - J.Jz.> � 'i i^ P• rvN Am 6 3!.^\ ! � - +a2. 4e�j3J, •IS oli oc�3aae HLT2 A no o'J'o•^29 av°• y N ON n -L'f P 31 °a • "\]EA 3•^�toz � o"K 31o.e3 �oOoDi�4 3a:?/e ' �,N UARNSTADLE�,eE D/nrrs,cr :' a3O�G � .i' ,� ati3:agj�a •_ �� x o � Il � n,.,NN NS�..o .. irlM�y°•r F ', F ° � 0 'k A ' A•892T U � / CIS ' u ? gs.aBasP ® .� <e/' i G �� 4 U Tb3 of 0•g5,sgE=, O_o3�•-•(^»•o 'y'. � SIB09/20$ U y,C,6_ d 9q, si n,qc®7- 0 0^n fi B C ..,.....r... e2o.30.s 9 ^1 ^ i` .B 0 U U D 0 0, �'✓ 2F-1 ZONING > ' 0� � �' { HINIHUM WIDTH•12S• W o•Js•a+_ '/o. �`OS•.,�•z,;,1• P- 2 ' HINIMUH FROAITq GE•�tJO TZEG.� ,l` cf HN p C C.— HINIIHUH AREA•.1 3,5 GOac(1 .ppJ� BA?NSTAOLE WAT? C N➢qNY •a+i~Y ` e��� • '�N' /c6�2 23'/ pAT /TIY i 2 2 • - ` o ((`odJ a '>/ o Lo.voirc< O OA-Cai..rart.r�c<,M•. <R ow 326 HTANNIS,RA cB3' � 2 � ' o s032 TOTAL AREA•SI.GEy R ES±, 2,251,293>C± �.p:�V(j1 Q �- A2EA OF LOTS Al�xovAL r9 utiosrE. UO40, 3JN-`O�r aN. O97,65'1=OB s y P 3JJ HItEFi OFt2lORpS•4•65A262 DB B q Ot 9 , O WA © Q HA Of12PSTADLE-PLATWMG D0A2D 0 n A PRCC22CE55�2,,22,0229 1.,296785 e>F�) 99 54_ .E: HRJL.LOT AREA 2.I' o '1 /� b N A-or -U>•G BTe> v.n R 51 n m �.•°: AL yilkebao'- �cp€/•L'LbVGTL— — ��J•`� '� V'. o• li/ 'or 9 _ST:__sa.00;� I MARY DUNK) VILLAGE ------- ,^• a''> +r' `N,p �' 's' eer�3ee. ° 3p. 3 PLAN OF LAND IN a.F Q •o o.� '�;�3• QArek4ST^13LE,M S @ •> `�I"at` ONo" u0{ © N EZEa3VT¢26oE A oY (gel q a�ubdlvl slon of P3rce ets /CE?T/FY THAT THIS PL qN Nq9 MAOE/N J q 7 111 0 'n0 3 N ACC 020ANCE W/TH?EG/,ljT/tY OF OEEOS N / 1`` � /I n g6,gzy h'0 ® r VEYo2L 055CS�orS mpP 30 2 EGULAT/ONS EFFEGT/VE JAN/,1976. � \1MNB '� 0 cUHHgmU/ A'4 �__� /✓,�' /BV J.F P8976390.-A 'Sp. 00 �F'. P2EPAf2 ECD- F02: q ^�r Mrye mnN o M CHAR LE S f S 1reqt I IL�"C CB O ry /ee,po. - N � � Scgle:i••loo'ngT¢:4/2z/BS f�L __�iG'^'••[ t _ eJ6>e?at,A- oon .I%I L NOTE-THIS PIAN IS SUBJECT TO COVENANT ]00• M' O• 200 DATB_ EONA20 E.KEILEV.R.S. MryB e//o/MHB'aY•o o RECORDED IN BOOK4".S.PGGEM.X. STATE H/GNW.av /c oUTE G \ p 's o'�J' ^^. • (✓?/q DLE{✓TOT) �ow N of DAaN STApLE'� — • r �Lo 1 Si083625064 01:28:00 p.m. 07-11-2007 2/3 Sk 22177 P9181 641036 07-11--2007 & 02 a 101p QUffCLM])UD I,JOHN M.CONNORS,X.of 71 Sears Road,Brookline,Massachusetts 02146 for consideration of Two Haadmd and Seventy-Seven Thousand Dollars, Brag to GERALD R.WALSH and SANDRA bL WALSK husband and wife,as tenants by tine e*ty,both of 28641 Ffighgate Drive,Bonita Springs,Plorida 34135 w WIT'li QUITCLAIM COVENANTS A certain panel of vacant land known and mtmbered as 42 MS LANE situated m B BARNSTABLE(CUMMAQUIDN BARNSTABLE COMM,MASSACHUSLTTS,more 9 P tied dy dew as&Uovm v LOT 15 ,a shown on a plan entitled%ARY DUNAT V`ILLACrE"Plan off.in BarnstibI MA.being a sum of Para b 13.11&16 ammots map 334 preparedFor: CHfARI.FsS F.STANLEY Sale: I p=IMP,Date: 4fM5,"which said plan was prepared by Edward E,Kelley,Registered Land Surveyor;Cummaquid,Mam.and is PIM Book 4M Page 92. y filed in�nustable County Regislry of Deeds in a There is conveyed as Wu tm=to said lot a d&of way in commm with othars who are now a or may hereAerbe eMW th"M,over his Land and Oa momrRnad as Amm an said Pam, and together with a right of way in mmmon with otheas over the ways as shown on a plan Mod in BamsmMe County Registry ofDeeds in Plan Book 364,Page 63,to and from the granted Penum and Mazy Dunn Road,as set forth in an msemed recorded with Bamstable Coady Registry of Deeds in Book 3440,Page 83. Said lot is also subject to a right of way over,mtd the right to install and use utilities,in,ove4 under awl upon mdd his Lane and Oalonant Road reserved by William F:Swift and Catherine R. Barnstable ft"to their remaining 1a,as M forth in that certain Quitclaim Deed recorded in Regis"of Deeds in Book 13244,Page 064. Said lot is conveyed subject to of record Induding that certain Omer of Taking by the Town of Barnstible recorded with Ba nstabk County Regmy of Deeds at Book 15915,Page 31 of an eenent in,through,under and upon his Lane as shown on said plan filed in Barnstable Comq Registry of Deeds im Plan Book 400,Page V— For title,see decal recorded with s9d Barnstable Cowrty Registry of Deeds in Book 13244,Page 64. [SIGNATURE PACE TO FOLLOW] Page I of 2 1W838250Hg5 WffN=my had ad sW fts }"day Of I"2M. J NI. Jr. COMMONWEALTH OF MASSACMSEM Barnstable,9, On tMs.±day o 2Wo bc&m nit,tbue Wined Notary Pct Cl Personally appeared hL C*wm" * d mare saddway evidme of won, namely drivers h=o m issued by the Conmwm ealth of 1Mfassaehusetts,to be the ponon(s) whose name`s are dagmd an fe prwcft daces,ad acbwwWged to we tbai they signed it voluntarily for ib slated pupa m *Jr. Public UN%S ary WILKINSON ttv ceeon c�uu n.emw 27.sou gage 2 of 2 . • • e e • • • • • all e • • f `��• rya- .1����� ♦ • i 1��� /� '�`�, a,-'J�;�s�.,+f. . r+r.' . ,r�• �•1 }`'`';1�� ;d rIf•. r••�� •�� Pix>•Xj'\1`+r��,`1�'���'a�•?•.J- \ ,`�, - •ll r: .' rr :�°;S^r�`\`\l f �,/+a� y'�C,Z�r ~� N"K, ` +/�, •�Y *�► .,a,,,J Y. I•••� r51- .� �� '�y���1( ►a �- '1 • �"`y"'���t�•�i�y y.7� •S � �r \ A�1, •i� Rom•: a \ �•r1 1. 2+� n•.. •f a !\ �'l�'Yy i y� Fr�•.1 �?,��\.`s.-: •r v'S:v \ �.f•' t �: d,n r � 1t�`� e�1V�i; fvi ` •.^-�!a � /` \\�1,f,+�y��tv {. �� �`�_ �'�rle!�'!} t. �?\�i���'G��� a�i:4,,. 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FOUNDATION LEGEND R ' ' 9'-B" 1'-4" 12'-B' 7'-4• 3'-B" ],-m" B'-0" �2'-0" • 19'-B" IT•_0° "DEEP U100D FLOOR TRUSSES UNLESS y m \ 3 FL.TR108E0 NOTED OT1¢RYIBE.eEE GENERAL NOTES � °' 6 '+ u \ _____________ _ LENGTH OF TRUSS i u __ , m -- ---_�-------- i m m _.-.-,_--,-,- DOUBLE TRUSS AS SPECIFIED n \ _ - /% \•� BY MANUFACTURER fTYPJ i ao v u __________ _____________- \ - _-__ n e \` ------- STEEL BEAM(SEEPLAN FOR SIZES) m o z _-- ---_ (2)2xlm'S UNLE68 NOTED OTHERWISE � •• 9 c ti m � u I 4'-4" 6"0 PERFORATED IN DRAIN PIPE AROUND PERIMETER y ti I __________ � I 3'-B' S�_m" v7 �_________ T I II - OF BABEf1ENT IN GRAVEL BED.DRAIN AWAY FROM , E in HOUSE AS PERMITTED BY PROPERTY AND SITE. i W _ POUNDS PER LINEAR FOOT � � � 'I ¢ �Im PROVIDE TREATED u G h Iy m i r--_-------- SOLID MOCKING U 00 KIPS POINT LOAD : _.� I xllu I .. - BLOCKING UNDER m # (I KIP I/Dmm IbeJ rn a F I I Fq 1j ALL COLUMNS(TYPJ FILL SOLID ALCELLSB-EACH BIDE OF BEAM I� 1 (I8') ADDS VERY.50 AND f7)3/4"1 g301 ANC110R I I I _ ----I i-- -_ __= r =__- --_ r BOLTS WHERE 91101W r I i - --_ - - --_ FL.TR185E5 s I_ , r----� , I I I d o � Y•S n)TREAreD / 'T�L ---- li TREATED do 7xB'9 AND IxIO JJ/ I� DECKING-, m TRIM BOARD II I I i i �. . I ' i TREATED]xe INSIDE ItO I m" SOLID 70•x20'SOLID I I I m 2 n30' U'x]0'SOLID ' I I� i 19 V \ 4 PORCH TYP. n II _ 9 O DAYLIGHT BRICK PIERS BRICK PIERS BRICK PIERS II _______ ____________ ______ liTPJ I Y TRU95 R( . i i ^W �• i ## FL E9 � ## �- � �j �% / GENERAL NOTES 3-10" �_I__________0 ----�M)"MEMBER 'j FL.TRJ55ES J DECKS 4 POF'lGNE I ' SHALL BE DESIGNED I i A. GENERAL: I 1 I dl� flT'1 'O TO CARRY LEDGER I _______________ _____ ______________________ , # I �Co) I. AT THE TIME UI CREATION,CO PLANS THE'N E TO'CABS ONE AND II L_______________ ___ _ ______ ____ _ �mlW I FL.TRUSSES I 1BI RESTWO FAMILY COD.- CODE,'OR THE'ATIONS TIONAL MAY I I T--------- -- I _______-- I ,,.L K^"` NECE55A AL CODE.'HOWEVER LOCAL STATE HAT D I ## # *'T ---- ----- (7m',---_�__ #- ---------------,- ----------- NEGE ARY TO CQ1RT WITH LOCAL AND STATE CODES. - -.-r� 'V 1.5 KIPS i 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. --- --- - - --- - BASEME 3 T HALL COMPLY WITH THE CONTENTS OF THE I _ m VERIFY DIM ION OF lyJ ��'" /' SPECIFICATIONS FOR THIS HOUSE FIREPLACE PRIOR TO WW I - •]I < 4. ALL WOO USED IN CONSTRUCTION OF DECKS AND STEPS SHALL CONSTRUCTION DEEP -, I 3 I�il JW I i BE TREATED FASTENERS FOR TREATED WOOD[NAILS,BOLTS. --- FTfi W/(4)V S EACH �m a LW 1 HARDWARE,ETCJ SHALL BE GALVANIZED. WAY/TYP.\) - f]/2xlm'9 - 2 _ _ ------_-_-_y�_3T TI .p S. CONTRACTOR SHALL IN6TALL GROND-FAULT.AND ARC-FAULT FOR STAIR 15 KIPS CIRCUIT-INTERRUPTER OUTLETS AS PER CODE. m I I FL.TRUSSES f� I FL.TRISSE9 I j R 6. INSTALL ROOFING MATERIALS ACCORDING TO MANUFACTURERS 4"CONC SLAB WITH Y _ RECOMMENDATIONSTOSHINGLES, FOR THE AREA AND F CLIMATE.INCLUDING BUT TR199ES FASTENINGNOT LIMITED DEVICES POLYETHYLENENCA.EB,TILES,FELTS,FLASHING,AND II I 120') I bx6-WI.4xWl.4 WWF.OVER 6 MIL ' IS I r e• ___t___i (TTp.4 PLACES) I i 1. STALL ALL EXTERIOR (EE CONTROL MATERIALS PER MANUFACTURERS a� n NTS, ATT POLYETHYLENE MOISTURE BARRIER OVER COMPACTED II 10!pM , I- W12x76 _ F _W12.26B ANCHORING DEVICES,FLASHING,9EALANiB,ETW TILL.ELOPE FOR DRAINAGE. 3 In 0 SUUP COLUMN r 6 8. INSTALL ALL EXTERIOR FINISH MATERIALS PER MANIFAOTURER'9 STEEL BEAM)-- - -------- o :. I I. - s 3-6•x3•-B•xl•-m• I B. FRAMING: FOOTING UU(4)5� I- I I g yrp- `---+---' S BARB EA WAY -- ---' _ I. JOIST SPANS T RE DETERMINED G A THE BASIS OF THE (TTP.'4 PLACES) I I I ALLOWABLE STRESSES M THE GRADING RULER 6 THE SOUTHERN I7'-0" II'-7" I ]=1m" I 14'-4". -I 9'-B" 6 18'-4" Il'-10° I.1 PINE INSPECTION BUREAU GRADE NW'DER TWO(2)KILN DRIED. ICONC.bLAB W/bxb I 2. PROVIDE DOUBLE JOISTS BELOW ALL PARALLEL PARTIilONB, FFd79TURN D4�E�WDEPTH AB 9 I I ,I ` - L ABOVE AND AROUND ALL OPENINGS NOT INDICATED ON WL4xWA U11F OVER 6 HIL SLOPEFOR ) MOISTURE BARRIER OVERDRAWINGI4°GRAVEL FILL.--\ I 3. PROVIDE SOLID BLOCKING BETWEEN FLOOR JOISTS UNDER\ WALL$HAT ARE PERPENDICULAR TO FLOOR JOISTS FL.TRUSSES. 3 4. SHEATH ALL EXTERIOR WALLS WITH NOMINAL In'STRUCNRAL�ri I .GRADE 2 PLYWOOD OR NOMINAL 1/J'OSB(ORIENTED STRANDFL.TIRUSSE ) - I I BOARD). S f]m'* -- G VENTILATION:FL TRUSSES IIFL.TFZJ55ES I I. PROVIDE CONTINUOUS.RIDGE VENTS ON ALL ROOFS LOCATE,I (B'_B•). , r- 0_ -, ! - 4RIM MEMBE ATD BE --_________ ________ _ _______ _______ I, RSV VENc�_ _ DOUBLE RIDGE BEA S TO ALLOW FOR PROPER INSTALLATION OF HALL RCHES ___ L _____---------------�__{N-__r_ I I __ __ I � I r __________ ) II ^ i I L DESIGNED TO CARRY # I i 7. IDE TOFFS ROOF TO WALL VENTS AT ALL JUNCNREB • °: I LEDGER _____ _ _ ____ _-___---____ OF ELOPED ROOFS MID VERTICAL WA.LB CD_______ _______ ______________________II________________ _______ __ ____ `• `---1---' \\ -- - �6 7 D. FOOTINGS: it - .• I. CAWY ALL FOOTINGS TO FIRM UNDISTURBED BEARING: r TREATS 2- RE x 13"FOOTING FOR B°OR 9•FOBNDATION WALL WITH[])'4 W m G it u Off• O�• TREATED Ix8 RL91DE I I REVS.RODE CONTRll10U8 N o-. g ao PERIMETER OF DECK d O�, I 4 B.]4-x I7°FOOTING FOR 12-FOL NDATION WALL WIH(])V REII-F. 6 I �m Q 0 p ] 4 PORCH TYP. _ 41 0 9 -g I RODS C,0NTPWOUB. - Z . o I C ° m 5/4.6, a I ;� E. PIER FOOTINGS: Z . �° 9• 9• J m I�w °� •` '` {{{111 0 .}�. T DECKING 6 9; J__�j., Li PIER FOOTINGS(TYPICAL UNI.ESB NOTED OTHERWISE) d '''y��L ----. r---- ---- --- - I.IE PROVIDE 2'-0"x2'-B"xl'-0'DEEP CONCRETE FOOTING WITH(3)•4 Q =- -=--- =-= RRNV RODS EAON UTAT'UNDER 0•x70•CONCRETE FOO PIERS. w m I I I I tf1 I I I I I I I I \ r _ 7. PROVIDE 2'-B°x2'-BWA (3)'4 m ----- WITH y REINF.RODS EACH WAT UNDER]0°v00°MA8QL21'PIERS. E J PROVIDE 2'-B"x3'-6'xl'-0'DEEP CONCRETE FOOTING WITH(3)-4 CO [7)TREATED 7xB'9 AND -- - FLEW.RODS EACH WAY UNDER 20'x30°MASONRY PIERS. CL J a C Ix10 TRIM BOARD F --- --- B _ 4. FILL PIERS SOLID WITH 2J900 PSJ.'CONCRETE,TYPICAL. ® 2 'A ` 6 5. HEIGHT OF PIERS: • Z L---- --- J _ A PIERS LESS THAN 36"IN HEIGHT MAY BE B°xW OR A8 W • C NOTED ON FOUNDATION PLAN 23'-4• l'-m" B°I'-S' I'-4' A 1'-4• 1'-0' l'-0° 10•-B' B.PIERS BETWEEN AND B0•IN HEIGHT SHALL BE 4 MINIMUM v W co V 6 - N t`tT9 itk-I 3• OF 16'x16' C V (n Q C. PIERS GREATER THAN BID'IN HEIGHT SHALL BE A MINIMUM H&a xx-�it{DSvM'xlf... aF+f. OF I6•xlb'WITH(4)CONTINiUO1890ARS. '(7 17 30 4" 2'4' B 0' ] 4• 6 B' ]-4' 0'-0° 7-4• tl'-B' CS4x, G R w yy,IWy / �- - P. CHII-INEY CONSTFWCTION: SI` U e U I. USE NOMINAL I/1'STRUCTURAL GRADE]PLYWOOD OR NOMINAL m GOAT.FLASHING 1/2"05B(ORIENTED STRAND BOARD)SHEATHING. . - ]. SPLICE ONLY ONE COF NER STUD AT ANY SPLICE. STAGGER W r m 3 BASEMENT AND FLOOR FRAMING PLAN1/4-1--0'- b10 TRIM BOARD USE I BAT LEAST D.C. AND USE ALL BADS PER CORNER yyy WIH WOOD DRIP i2='`i'"0 3. USE AT NAILS•4.O.C.AROUND ALL PLl'lllppp EDGES AND 0° �{ f• � 3 3 INDICATES THE NUMBER OF STUDS UNDER BEAMS ABOVE In°e GALVANIZED ANCHOR -_ iYTR:t 2e f-v7.:'tfils t;�iv..I I[�:N;v jN..»_NN OO.AT ALL BLOCKING BETE EN STUDS ` {y ; 7 - lBUB) }^" ""^•" i '�" S. CONTRACTOR4. VIDE BOTOI VERIFY CNR'NETFINISH MATERIAL WITH OWNER z AT 4'-0'114TIEWALS. BOLTS.37°O.G -° PRIOR TO CONSTRICTION.IF BRICK MASONRY IB REQUIRED. O = X WOOD STUDS TREATED 2x8 PLATE - CONTRACTOR TO MODIFY CONSTRICTION OF FIREPLACE AND Q •16°oz. - . POWER DRIVEN ANCHORS 4"CONG.SLAB W/ - CARNET A9 REQUIRED. Q U m B°mL.HIm11GN 6xb-W.4x11A.4 WWF. T WOOD BTWDs.Ib'DO. G. BASEMENT: f B'xH°xlll•STEEL PLATE TREATED PLATE ♦Z d O. O WELDED TO COLUMN BOLT GARAGE FIL M'49�RT POWER DRIVEN ANCHORS• L BASEMENT WALL CONSTRUCTION SHALL BE REI FORCED MASONRY CAP PLATE TO STEEL 6x6-W.4xW.4 FL VARIES 8°Or-HRU TREATED PLATE OR REINFORCED CONCRETE,AS FEOJIRED BY LOCAL CODES. 11. BEAM W/(4)3/4°0 BOLTS. 3 V2"0 BJUP. WWF.•CENTER 2. .FOR ELECTRICAL LEGEND.SEE SWEET-1. Q USE(4)3/4.0 ANCHOR OF BLAB(TYP). bxb-W.4xW1.4 WLF COLUMN ON I" COL UN FOOTING SEE 3. UNLESS NOTED OTHERWISE FLOOR FRAMING SHALL CONSIST OF rC O O BOLTS.BASE RATE. GROUT BED BASEMENT PLAN WIRE REINFORCING(4'-®" - -- -- - -- - - CENTER OF BLAB(TYPJ NOMINAL 13"DEEP WOOD FLOOR TRUSSES. - --- -WIDE)M THICKENED _.. Rr WIRE REINF.(4'-0"WIDE)IN 4. FLOOR TRUSS SYSTEM SHALL BE DESIGNED AND ENGINEERED - 3 1/J•0 SUIP. TOP OF 4°BLAB v CONG 8LA0 THICKENED CONC BLAB BT'TRU88 MANUFACTURER AND CQIPLETE INSTALLATION TURN DOWN SLAB I' 6 MIL POLYETHYLENE COLUMN(TTPJ "I - B"SOLID BRICK 1, DETAILS SHALL BE PROVIDED. TO TOP OF FOOTING - +-1 MOISTURE BARRIER _ FOUNDATION WALL W/ _ 9. COORDINATE ACTUAL BOOR TRU90 DMENSIONB WITH THE re --�\ I :r�_ _ _J. 3re'EXPANSION JOINT REINFORCING �HOI;UZONTAL GALVANIZED K / SELECTED MMIlFACTI a[ Q COLUMN BASE & \ --I ` ra vs CONT. TNDIC RER N DE BLOCKINGBETUEEN FLOOR TRUSSES UNDER WALLS THAT a ' ''� JOINT FILLER OL-VERTICALLY q A�PERPEND 1LAR TO FLOOR TRUSSES o R-.. s .,• (2)'4'9 CONT. n € CAP PLATE DETAIL # , .. , m FOR FOOTING gYa. 6. I V2°.1'-0" -- BEE GENERAL NOTES DETAIL AT THICKENED SLAB z SECTION 'DETAIL 3/4".1'_I,• s DETAIL AT THICKENED SLAB 0 0 COLUMN FOOTING Q 2 3/4°.I'-0° '1 SEE OTHER WALL BEOTION9 FOR gpDITIONAL INFORMATION z 3/4• I'-0° DO NOT SCALE DRAWINGS. F- W z 3/4• I'-0° v COPYRIGHT Q 09/28�08 ALL RIGHTS RESERVED BY DONALD A.GARDNER.INC. W(V NOT TO BE COPIIED OR REPRODUCED WITHOUT WRITTEN PERMISSION N Visit www.DAGmarketplace.com for information on interior and exterior products foe your,home! Visit www.DAGmarketplace.com for information on interior and exterior products for your home! j �4, eg � � � 9'-8" 7'•4' I7'-8" 7'-4' b•-e° 3••[3° 6•-a' 6'-a" 75•-b• 7T'-b" ELECTRICAL LEGEND PLAN NOTES: 5� € SYMBOL OESCRIPTIDN - L VERIFY ALL LOCAL CODES,ENERGY TYPES,AND VERIFY HEIGHT CLEARANCE © _ EXT.FACE OF & . DUPLEX OUTLET(GROUNDED TYPE) SITE CONDITIONS PRIOR TO CONSTRUCTION.TVIE ¢1 BETWEEN NB AND WINDOW - �_ STUD WALL BELOW WEATHER PROOF DUPLEX OUTLET OWNER AND BUILDER SHALL BE SOLELY e, _ WITH ACTUAL TUB UNIT TO BE a GABLE PLAN /4"•I'-m' _ - - RESPONSIBLE FOR CODE CdWLIANCE i o - O -— _ •. ABOVE COUNTER LOCATION u RIRCNASED ... � _ 7. REVIEW SELECTED MECHANICAL SYSTEMS WITH i! FLOOR DUPLE%OUTLET.0.LNER J B v ® VERIFY LOCATION OWNER PRIOR TO CONSTRICTION a / �\ - ® 720 VOLT OUTLET OR CONNECTION HREVIEW EATER AND FCNNAC UNIT(6)R5 LOCATIONS OF THE WATER o Z. \ / - CEILING MOUNTED LIGHT FIXTURE __ ITHTHE PRJORH I I N C ry BRACKET I'101AlTED LIGHT FIXTURE BUILDING CODE REQUIREMEN79 AND WIYIANIFACTURER � J \,' Y ' QUIREMENTB. - Im'-B' kVAC.EQUIPMENT N THE ATTIC SPACE SHALL BE I I I SUSPENDED CEILING MOUNTED LIGHT FIMURE ACCESSIBLE BY AN OPENING LARGER THAN THE. ID RECESSED DIRECTIONAL CEILING LIGHT FIXTURE LARGEST PIECE OF EQUIPMENT(TO ALLOW - B fi i I I Z Cl��/� •p„./�� 'B f�� : ,/ f'e2 G - REMOVAL OF THE EQUIPMENT)AND N NO CASE I I ❑ RECESSED CEILNG LIGHT FIXTURE LESS THAN 77'x36•. 5 �' pps.. g Oa MASTER I I 6 -- — -- ❑w RECESSED LIGHT FOR WET AREA 3. SEE STRUCTURAL DRAWIt4G8 FOR ADDITIONAL >.n,d BATH ? I I .I ^"z.L�e�2 - �— UNDER CABINET FLUORESCENT LIGHT INFORMATION. . I I I • �'. ,"�' - Cg EXTERIOR CAST ALUMINPI FLOOD LIGHTS - 4. INSULATE AROUND ALL BATHS AND UTILITY R700I'I. CEILING MOUNNTED PADDLE AN-1— 5. TYPICAL WALL,7z4'6•I6.Or—UNLESS OTHERWISE DIMENSIONED. MASTER I I - F I 1 x I B ® CEILING MOUNTED FAN-EXHAUST. BEDROOM I 3'-8' 7'-m" 4'•m' 4'-m" 7'-m" 4'-m" 9'-Im° S'-Im" 4'-m" T'-m" 4'-4• 6'-4" io b. PROVIDE SMOKE DETECTORS A9 REQUIRED BY CODE. �+nu a {y} /, b9. CEILING MOUNTED FAN AND HEATER l PROVIDE DOORBELLS,TRANSFORMER AND CHIME -`'` PORCH ,Y® CEILING MOUNTED FAN AND LIGHT � 0 -�- 3 ^ BREAKFAST O q3." - 5tulI \ BIBB ATTIC .: DESK�. �.L... I AccEeedour I -------- ---- -------- -- -- -- ------- - -- I H❑ 13'mLNIGH Up _4' S� 3 4• 6 0' 3 4' r I I REDUIRED (/�) I GREAT ROOM m 0 Y I (CATHEDRAL CEILING/ �, p Cl IJ EDROOM I I � KITCHEN lMl__-- I 1, II 3 REF. ® p_ IIm9 3 m• 3-a• l I I �- 9 b'-0°xT'_I0_GD....-N...' SAE�E PLNOTE 7;:'".-... -- — BONUS.RODM CiARACsE — __ . __ r m 6 CEILING -%\\ I 13 _.,...m<W ^ ^ m ANDRAIL ^ ++ > — --- —C I FOYER 1----------- CEILING) I L 1 Q I I /IUI.I I e ISI I - 1I9eHLVB- � m I9II. 'I I I y I I I I I V 9 I I I Ie4 I ATTIC AA CIESS•.Y ATTIC II b,_B" D'-B° 7'-4" r-B^ IT-5° i o I � v BEDROOM - I.I I I DININCs ROOM I I O I STUDY / O9 I; `J 0 r4 a Tn E N I STORAGE I I (TRAY CEILING) I o I BEDROOM I I WALL BELOW .. m " i'\ �� i (TRAY CE1LINCs) �' 3 L—_— — —__--_ _ ---- ------- W N \ ry a Its °� \ / \ / , \ / / E lee • a — --— - — — —— ❑ :. 3'-m" 4'.m" 9,_B�, 4,_m. 4'-7' 5'-Im" Z 76'-B• a v, D- m 5 0 9 S" B 8' T m• 7-4 B m•. 7 4• 6'-8° 7'-4• L..O" 7'-4" T'-m" 4•-4" 6'-4• C I..� m b Im"•TAPERED LOAD 4a4 HANDRAIL PORCH J G G BEARING COLUMN POST (V-a-CEILING) - d J U, (TYP.FOR 8) 6 a« TREATED WOODFM"e BONUS ROOM FLOOR PLAN ,4,--m° ° >" 1 STEPS TO GRADE I ' _3 AS REQUIRED - Sl(//.qEf' f.<l'N" 4.eV -C/ee •pw- " --W ' - e WINDOW SCHEDULE SYM50L❑ � V Co ¢O l MARK SIZE QUAN. DESCRIPTION C7 C4 0 a 73 4" l B" II•_4" 8'-m' II'-4• - l.'-e" Im'•0° g 7=m'x 4'7' 1 DH. • • O $ C (7)7'-V'x 4'-7• 1 DH. V O a em'-m" - D 7'-m•z 5'-1m" 7 DH 00 [D 9 ^ Ho W ^°D tract to Pint E 7•-m•xb•-6• 4 DH 3 u ft147 L on(.Sc Gcdrd CWP RCUua:Ih,•• FLOOR PLAN - '4 F Y-4'a3'-Im• 4 DH IhCse PLn 7 Ftss lhHu lam V4".1•-m" 6 G 7'-4•z 5'-7• 1 DH ~ C' Cu N 3 s [k,llu, L.mzdnrn4// DOOR SCHEDULE SYMBOLS H (7)7'-4°x9'-Y I DH from 00 RLWh"ARONER ARC9ll-Em,wc. TOTAL LIVING 2057 sq.TL J (3)7'-4•x b'-b• I DH gyp ULTyp W[I„L°w�cNsl bC up.."i Vj W4nproGux7 GARAGE[STORAGE— 517•4 TL. - - - K (7)7'-B•x 4'•6• 1 DH _o = x sa5rte!swL7lLlumaomc[. BONS ROOT y 490 e.L•K MA SIZE QUAN.DESCRIPTION L 7'-b•x 9•-Im° 7 DH O �e 4 I 3'-m'x 6'-B° 1 EM,W 17•SIDELITES[ELLIPTICAL TtbW9GTl• m u W 'a� V` - • N (7)7 B'x 9-Im° I DH,W HALF CIRCLE TRANSOM ! ® V i 7 7'-b•x b'-B" 7 EM-FULL GLA99 W q°TRANSOM - If9m oust,totem fitizr7 Wpm.{P.'-w 'j " 3 7'-8•x 6'-B" I EXT,FULL GLASS W/17"TRANSOM 0 1•EDF.TEr7•SO - ——————— ryW.A88'wAi7°:.Tww0Q1 R' j{7j7ofib.A6Pt.U➢7)CQ519 "5 O 5•-4•DIA. I HALF CIRCLE a 9 Y-e•z b'-B" -1� EXT,I HOUR FIRE-RATED 1'-B'z 3'-Im• Q PIPE/VENT STACK- b IB'-0'z W-m" I GARAGE R 7'-4•x 3'-Im• 1 O.H.W HALF CIRCLE TRANSOM PLANT 9HF1F. // T (7)1'-b•x b'-B• I INT. 1'-a'x W-Im° STUD WALL EXT.FACE \ . . OF STUD / 'e 7'-m•x 6'-W 3 INT. S J'd-x b'G` A D.if. FLOOR JW?BLOCKING EACH SIDE WALL BELOW J/ 9 (717•-m'x 6'-B• 2 NT. OF PIPE W BLOGCIRG•Ya°OC. Im 7'-41 x b'-S" I INT. ALL WNDOWS A�INSULATED AND WEATHERSTRIPPED. 8 - F II (7)I'-4•x b'-B" I INT. VERIFY LOCAL CODE EGRESS WINDOW REQUIREMEMS PRIOR TO CONSTRUCTION. �( sl ® ❑ WINDOW MANUFACTURER TO PROVIDE'TEMPERED GLASS WHERE REQUIRED BY CODE 7'-m• W-m• �2'_'. '-7"I'-7° 3'-4• V-4" 7.1'-7" 7'-m° 4'-m° 7'-0' I7 7'-b•.z b'-B" 7 Mi. F 13 1'-B°z b'-B° VERIFY WINDOW MODEL NUMBERS AND SIZES WITH MANIFACIURER BEFORE . 7-4• b B" 7 4' S m" STARTING GO4L9TRUCTION. ♦SEE ELEVATION FOR 7RAN9C1t •SEE ELEVATION FOR TRANSOM. ..- O 0- $ TYPICAL PIPE THRU FLOOR „a. DORMER PLAN " 3/a••'I'-m" 6 ` ^ ,• - _ DO NOT SCALE DRAWINGS. 4 Q ° - NOTTRI BE®OPIEDB/OR REPRODUCED WITHOUT WRITTEN RIGHTS RESERVED BY OPERMISSIONNALD A. ARDNER,INC. w N = J Visit www.DAGmarketplace.com for information on interior and exterior products'for your home! �^ N LL Visit www.D)kGmarketplace.com for information on interior and exterior,products for your home! W d g z 'METAL CHIMNEY u • i F��,U/ r COVER . W z I] 240•SHINGLES . LxH W/Ix4 TRIM (TYPJ 9 F ' �117 Ix0 BARGE WOOD KEY - BOARD g E 1.4 BARGE 1.4 TRIM W/ COG J019 Ix4 BARGE �_ qq OF BOgf� 1x DRIP FOYER BOARD i C F o O RATE• 240•BRNGLES PLATE• I] DORMER ® DORMER 15'FELT In* T DOR'IER9 ® FMY WITH P PLYWOOD BHEATHMG 1.-2- 18 GA.HURRICANE F p WITH LY CLIPS_—_—_—_—_—_ 11YY xb OGOD p MICHOR4•16"OL. i C 3 � TRIM a, —TI r 3• 0 I] CUT TRII'P1ER FROM Ix TRAY CEILING 4 2i Ix FASCIA WITH N4 TRIM ro 33p BEYOND 313 O TRAY CEILING .G O METAL ROOFING T TOP OF 1 BEYOND S p •FOYER =0P 6 PL TOP OF FASCIA _ _ _ _ _ _ —_— - TBEDROOM LOUVEREDSHUTTERS / \ \ 97UOT DINING Td'I!MIT P BONUS RH FL _FOR IrsoR-IAnoN5 ON FASCIA BEE W/LL SECTION �❑ 3/B'RYWOOD SOFFIT WITH]' ALUMCONTINUM V PERFORATED - ALUMINUM VENT S T - Ixb FRIEZE BOARD SIDING Ixb CORNER BOARD,(TYP.1 FIRSFL —- —-—- -—- B"HORIZONTAL WOOD BIDING FIRST FL BED ROOM •4 _ T _ _—_ _ _ _ (BUB) AIR INFILTRATION/ MOISNRE BARRIER NO TRIM BOARD I0"a TAPERED HANOSWL 4x4 INTERMEDI4TE 6x6 H4NDRAIL I Ixb TRIM TREATED I I BRICK PIERS � � I S �� In"SHEATHING - WITH WOOD DRIP COLUMN HMIDRAIL FO91T POST ; _ TREATED WOOD I I _LATTICE STEPS TO GR4DE I I I I I _ m Q g BLOCKING I - I A9 REGtlIIRED I I I I I r 92.4 4" Y HID HEIGHT OF WALL I I I FRONT ELEVATION /4"•I' - I 2x4 BTuos•u,^oc. I I I I I I I I I ' IQ"GTPBlBt BOARD NT —_---_—_J_ TOP OF BLAB I I __-----__L__L 1 1 TOP OF BL4B 3/4'T]G PLYWOOD BUBFLOOR - f1---r- I I--_---_, _� __---_--_- -_-_._____________ 4- r GLUED AND NAILED(ADD V]' L__1-----------L--L_-_-__-L-_ ---_-__----J-_-I----------------------J EXTERIOR GLUE PLYWOOD -. ' UNDERLATMENT IN WET AREAS) ' Ix4 845E CONT.FLASHING 1x10 TRIM BOARD �F��IR9T FL AWITH WOOD DRIP BOND BEAM WITH ' CONT.5 BAR PROVIDE V"• V.ANC 4OR BOLTS STUCCO CHIMNEY m B'-0"OL.TO SECURE - - - - TREATED]xU PLATE / � . GABLE VENT EXTEND N AM FILL ALL CELLS Z WITH ALL259VO PB.I. i® ATE !!!s Z ] W y a /^\ 11 FFWIDATIOION WALL OCK 7 J W p E UV HORIZONTAL IL. -]GO O CATHEDRAL / \- I JONT REIFFORCIN3. d J N CEILING / \ VERIFY TOP OF WINDOW OL.VERY. 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Visit www DAGmarketplace.com for information on interior and exterior products for your home! • GABLE d $ D . 5TUCCO CHIHNEY VENT 9 o z � = 3 METAL ROOFING - 12 I I2 BOTTOM OF 3 a BONUS w I I I ------n- 12 31R ❑❑ 33{�_ m 'I- O 11 TRAY CEILING L- ------ BEYOND I , TOP OF PL 12 RASTER --f ------- �nJ - C BEDROOM r. r----- \ I J =_ F i---f----.----- --- BOTTOM OF 5 I!1"OROUN MOLD OV Ix CAP BACK BAND CAP BQJUS RM FL GLG JOISTS CHIMNEY _ Ix&TRIM-,_ _-_ Ix4 TRIM TwB) •F'ORC41 I I I 10"•TAPERED ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I _ I I FIRSTFIRST F I - - - l _J fwB)FL L VARIGARAGE FRL FL g I ES . I • TREATED BRICK PIER& S C I I I LATTICE - -- I I I LEFT SIDE ELEVATION ROOF PLAN I I I ALL ROOF SLOPES ARE 12:D UNLESS NOTED OTHERWISE - /TOP OF&LAB/ I--�---------------------------- 1 _ - . L--L------------------------------J 12 12 2 4• 0) .. 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W Visit www.DAGmarketplace.com for information on interior and exterior products for your home! RIDGE BEAM F 1 RIDGE BEAM a 2x6 OUTRVI 7x6 OUTRIGGER - TRIMMER II " a . 7x6 DOLLAR •Ib"O.G. u 9 3 3 c ' TIER.32"O.C. �IT 7x6 OUTRIGGERS - •I6'OL. ]xb OUTRIGGER D TRIMtER 1T TIES 12 17F T DOLLAR _- ---_ R•32"OL. p n F 7xm5. cGNnNuaus 2-OUTRIGGER 37"OL. ]x4'S TOP OF N m m o DO/ TRIMMER x6 OU TGP 6 PL PLATE• 5y( _ $ z _ 2TRIGGERS --_ _ DOId"�R RR y o Ib°oz. GANG LAM • '1E - ROOF BEM R aW g o y DORMER xi F V. 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RIDGE BEAR _ I'-I" TOP CF 1.4 WOOD 3/4'FINISH GRADE Ix6 WOOD 17 9 - - -— -"� (TJ 1 3/4-x S 1/4° TRIM PLYLLOOD•SHELF TRIM m GANG LAM Ix4 WOOD U W m IT N Tx4'0 a 16"OL. TRRy 2.6 OUTRIGGERS - TOP OF FASCIA Z •Ib"O'C' Ix6 OUTRIGGER — m � TOP OF FL Z, — _ 7x BLOCKING UPe V . ' II FLOOR In,BOLTS.74" 7-0' B' e _ u m /y Q m 1 OL.STAGGERED pop TRU99 q 9 o R FW(•M TOP OF PL• DORMER WD STEEL BEM m 0 BOTTOM OF C u: ]x4 BLOCKING J LU O BOILING OFiST • - BETWEEN STUDS J 0 BONUS ROOM UIRI - o 3 .SECT I OI`! BEE OTHER WALL O BONUS ROOM S ^ ` SECTIONS FOR ADDITIONAL IN ATION 3-0'HT.UI L SECTION _ ,t.. CO ¢-m BEYOND KNEE WALL - (> I I/1°•I'-0' 2 SECTION .. . 2x4'9 16°O.C. 3/4° 1'-0' N pt BONUS RM (.J SEE OTHER WALL SEGTIONB FOR ADDITIONAL RJFOR'IATION ;�t __—___—_�E 7E11&T- G NOTE: - C • O . - SUB FLOOR ♦ F C7 o 0TEEL BEM ALIGNS WTH U aQ BONUS ROOM BEYOND 'HOUSE BEYOND - ••- .. .."",-.••.I W r CALlPOI r .-. CO STAIR BEYOND Ix0 WOOD TRIM 1� ; $ -�-J C (7)IxlO'S BEAM WITH CONT.FLASHING I AROUND P TRIM RRIIM^.H N - ~_ . - PORCH CEILNG,LAP X ` GARAGE BLOCKING AS REO'D. V.JDINT Ix6'S 1 O = O r - 7x4 WOOD DRIP(OUT) ® U m -' L_ ___—_GONG.BLAB —_ _ ___ _________ (SUB) 'JOISTS _ BOTTOM OF OLG I/J" BOLTS 74" n j JOISTS.PORCH OL.'STAGGERED --- ------.---------------.---- r TOP OF ARCH 1 I 0 WIT STEEL L BEM !4)3k3°x/4"xl0" Q `- $ LOPY ANGLER WITH _ 'S. k L-L- LL A379 BOLTS. . TOP OF COLUMN d - L-T m LL 3/4"EXT.GRADE I LY=D _ U/HARDOpOD EDC�BOTH SIDES CUT TO ARCH rf EACH ANGLE 91UP.GOLU-N p . BASEI-ENT STAIR L 1/4 BEYOND L-i I !- _I $ r------- � � SECTION 3/4' SECTION "I'-0' BASEMENT -- 1 In'.I•_0" - E �. O O Z ______________________________L________L___________________ - (> SEE OTHER WALL BEGTIONB FOR ADDITIONAL INPOA'1ATION 6 d (TOP) a - SLAB) _ Z�l SECTION 14'.' ®' DO NOT SCALE DRAWINGS. �D-1" w� W ' 6 NOT TO BE�OPIEDB ORS RE RODUCED WRHOEUT WRITTENOPERMISSION DNER°.INC. 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Visit www.DAGmark6tplace.com for information on interior and exterior products for your home! o • SHELF ITTPJ SHELF(TTPJ SHELF/TYP.) - w LIGHT LIGHT '^ GREAT ROOM '� \ ij�\ /�E\ /•\ / 9 " ' m o i .A �n BEYOND m �\ 1/4' ' = i WINDOW 4 �Y / � I'-O' v � - m I I n MIRROR�\ BEYOND ./14' r-0• - MICROWAVE I I y 9 $ u MIRROR SINK .D `9 MOOD `? _ REF. •• r -I-- LAY LAY LAY D D D I D D IW�y�E I 9 z RI DRYER o D \ - -0 y IDWABNEI3 RANGE I I TUB i » KITGNEN (F1 KITCHEN KITCHEN N UTILITY J MASTER BATH L BEDROOM 3 o BATH W2 KITGNEN p KITCHEN E v e < 0 INTERIOR ELEVATION5 1/4".T-0° ° '\ CONTINUOS METAL O \ FLASHING \ \ COAT.2x4 �� \ METAL ROOFING - \� \ METAL ROOFING . \\ 30•FELT \\ IT 5/8"PLYWOOD SHEATHING IT • �� \ �3 IR WITH PLY CLIPS - �. 0' \ 5 I!TUMN IB GA HURRICANE _TOP'OF PL IB GA.4k1RRIGANE \\ \ �L ANGNOR9 0 16'OZ. •STUDY/ _ _ ___ _ _-__ - COLUMN ANCHORS•Ib°OL. - \ BEDROOM Tn8 W/T.O CONT.2x4 GUT TRIMMER FROM Tx GUT FASCIA WITH FRC4 Tx LEDGER \ IxB FASCIA WITH Ix4 TRIM 1x FASCIA WITH Ix4 TRIM +TO-P OF FL• _____ _ 7x6 W/TxT ___ _BOTTOM GF h T&RE"ROOM LEDGER CONT.Tx4 12.W5•16"OZ. -- - --- GLG J018T8 BEYOND 2x4 BLOCKING S .. 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ALUMINUM VENT I-HOOD TRIM 1x10 WOOD TRIM Ix6 WOOD TRIM 1.5 WOOD.TRIM IxB WOOD TRIM 10"0 TAPERED 10".TAPERED - I COLUMN . _ I COLUMN GREAT i m ROOM PORGH S s STUDY/ BEDROOM PORCH B• B FACE OF PIER BELOW _ 4 VJ"WIDE HANDRAIL,OUT '- FROM Txb,W/3/4"CHAMFERS I U) m 3/4°x I In'WOOD - - .- APRON MOLDING 0 O I 1 1/4"SQUARE PICKETS a 5" w CID_ m OL.-SEE ELEVATIGNS FOR I . 0O cm TREATED 5/4 x b DECKI PICKET ORIENTATION TREATED 5/4 x b DECKING 9 I - ON TREATED TxH'S z ON TREATED TxB'S m m Z Q 3/4•x I I/4•FRAME TOP B"GMW.BGND BEAM WITH I 'ate BOTTOFI _ B°CMW.BOND BEAN WITH ~� COAT.S BAR FRONDE V GOAT.5 BAR PROVIDE I Z U I(J°•GALV.ANCHOR BOLTS W 3/4WID �RAIL �6'-0°°OL,TO S�ECURELTS a . •b'-0°OL.TO 5EGIIRE D. TREATED Tn1T PLATE TREATED 2xQ PLATE _ ___ _-_______- _FIRST FL __ -_ ___ ___-_____-___ FIR97 FL FIRSTFL _- FIR_B�T FL 1� - (SUB)_ ___- _-___-_- _ leUO) �(SUBJ (I1 TREATED 2LE a WITH 1\ (T)TREATED W'S WITH TREATED TREATED T LEDGER WITH TREATED TREATED 7 LEDGER WITH Z J m E TREATED 7x1 LEDGER C \ TREATED 2.2 LEDGER - TREATED TxT LEDGER TREATED 7xT LEDGER d J O AND 4I0 TRR'1 BOARD _ O CONT.METAL FLASHING AND IWO TRIM BOARD CONT..METAL FLAS14NO ® >^ ` •4'9•16"OL. TREATED LATTICE ON TREATED •4'5•16'OL. •�I 2x4 FRAME WITH 2x4'5•3T°OL. 'J EMEND TO Z • 4) EXTEND TO VERTICAL.2x4 BRACNG•48° - 1' _ BOND BEAM PIER BEYOND W C OL.MID bx TREATED TRIM ON FILL ALL CELLS "y`y�,! w O FILL ALL CELLS THREE BIDES WITH 7500 ELL •'T" N ¢G ..'• CONCRWITH ETE PSJ. I., CONCRETE - WWI , (- Q N U7 •. C f (� • O PIER BEYOND - - S - BRICK•BLOCK BRICK(BLOCK- ._. •t V FOUNDATION WALL A I- I CFO ORIAi��L r --- 1 W A 0D .• OD W/HORIZONTAL --- - I JOINT REUSOfd.ING I I t 3 n JOINT REINFOF4GING 8 I ;I 16. 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AND REINF.SEEg �•L-°:•.• O-0 OOO AND RENF.SEE ;e• -L _ GENERAL NOTES $ "iL/a NOME9 tp N SECTION 3,4• I.O• 2 SECTION { q 1 SEE OTHER WALL SECTIONS FOR ADDITIONAL It&OfdIATIGN' _ W 1 SEE.OTHER WALL SECTIONS FOR ADDITIONAL II&OR'IATIGN r DO NOT SCALE/�DRAWINGS. r W (� NOTYTO BE®OP7E06 OR REPRODUCED WITHOUT WRITTENOPERMISSION RDNER,INC. N(V W d) - rn N Visit www.DAGmarketplace.com for information on interior and exterior products for your home! Visit www.DA Gmarketplace.com for information on interior and exterior products for your home! PLATE OF ST1D WALL (2)In'•LAG .. 2 Q $ 3 1 •, BOLTS OL.MAX. B° • MULTIPLIE M POST TO STRUCTURAL NOTES �. a RIDGE BEAM ABOVE zz !^ DESIGN CRITERIA STRUCTURAL LEG3END — •�LT9 L ROOF FRAMING DEMON 15 CCNVENTIONAL(STIGU $ 3O W • '(ERB 2.4 WOOD BRACES AT 45 v=I u _—-i. DEGREES TO JOISTS AND BEAM FRAMNG FOR CONVERSION TO PRE-ENGINEERED TRUSS (NOTE:ACTUAL DESIGN CRITERIA IN YOUR AREA MAY VARY.IT IS -FRAMING,CONSULT 4 LOCAL TRUBB MANUFACTURER 9 o =1 THE RESPONSIBILITY OF THE OWNER/BUILDER TO VERIFY THESE.) RATERS M) RAFTERS.2x6'5•IS-OZ.UNLESS GANG LAM —' ----—- - BELOW.LOCATE BRACES AT 3 _ NOTED OTHERWISE LVL BEAM MIDPOINT OF POST 2• PROVIDE 2x6 COLLAR TIES•37"OZ.IN TOP THIRD OR - 1. FRAMING DESIGN BASED ON THE FOLLOWNG LOADING TOP V-0"OF ATTIC SPACE M ACCORDANCE WITH CONDITIONS: In".BOLTS.B'-0° $ 9 z ROOF•FLOOR DEAD LOADS -15 P9F. FL.JBT'B. (x') In-MR1 LOCAL BUILDING CODE.FLOOR JOISTS,2x10'S a 16°O.C.O WITH I BEARING 1 - OZ.BTACf�ERED, ROOF LIVE LOAD -20 PBF. BRIDGING UNLESS NOTED OTHERWISE WHERE 9HC'WN ON• �•I4UNLESSi o FLOOR LIVE LOAD -40 P9F. ANGLE"0 BO l/4°x ALTI LRAT 4 VY I0'! T-0-OL.MAX BEAM SECTIONS �f/ 3. LNOTED OTHERWISE,ALL WWALLS INTERIOR DOOR AND WITH In"•BOLTS fCH SIDE) WALL OPENN E IN LOAD BEARING WALLS SHALL HAVE o MAXII-II➢'1 WIND SPEED -90 M.P.H.(3-SECOND GUST) � � BIMPSLN 7P45 EACH BIDE) (7)7x10'9 LINTEL WITH(2)STUDS AT EACH LINTEL END � x m g � � ' 2. VERIFY BEISMIC'REGIUIREMENTS FOR TOUR AREA CLG JbT'B.(XV CEILING JOISTS,2.8'5.16"OZ.UNLESS - CFI (TYPICAL). NOTED OTHERWISE (.,STUDS STEEL BEAM BOLT PATTERN �o� : _ a 4. UNLESS NOTED OTHERWISE,ALL EXTERIOR DOOR AND i v 3. BOIL DESIGN BEARING PRESSURE 15 A55LMD 2000 P.SF. � NOT TO SCALE •bIS PLYWOOD ENNANGT,6 814ALL L.HAVE UBS(2)STUDS AT LINTEL ENDS LOCAL SOIL CONDITIONS AID/OR LOCAL PRACTICE MAY ---- PHANTOM LINE INDICATES STEEL BEAM DETAIL OF GARAGE LINTEL NECESSITATE A MORE STRINGENT FOOTING AND FOUNDATION ¢ G WALL DESIGN- CONSULT WITH LOCAL CONTRACTOR OR BUILDING UNLESS OTHERWISE NOTED.PROVIDE STEEL LINTEL INSPECTOR y-Y'7Y'^ THIS SYMBOL INDICATES LOAD NOT 70 SCALE ANGLE WITH MA�M�BEAL�NBM�8 RElJIIRED OVER < BEARING INTERIOR WALLS. ALL x u 4. INBULATIO. EXTERIOR WALLS ARE LOAD BEARING m CEILING—R•30 2ilm RDf�-BEAM - 6. STRUCTURAL CRADEE 2 PLYWOOD OR NOMINAL In" WALL—R-B r-- RAFTERS flb')--T----------- STRAND r o > > 3 FLOOR—R-M ------ DASH LINE INDICATES ROOF FRAMING I RAFIERD fW', -I USE BO NAILS OIL.DFOR EDGE) NAILNG AND Tn" . —2 -2lF -- -- _ I�-21F OZ.FOR ALL INTERMEDIATE NAILING. - R•m5KIP6-1�- DETAIL OF POST FROM 5. - MATERIAL SF+ECB --- CENTER LINE INDICATES(2)2.10'S BEAM --------,--L-1 --- R•09 KIPo -.�,--.-f---r-- / ,�. • I I 6. r IMPS N STR INDICATED PA Y,NC,SAN LED BT THE SHALLABED VENEER LUMBER GANG LAM LVL, BELOW ROOF UNLESS 9 OW)OTHERWISE. i-- // \L---'` 1 / / \\ I 6CALIFOR4 AT�9T1(IE COMPANY, BAN LEANDRO, SHALL T My,NL(W -S59ISl I)OOF (SEE STUD NOTE _ _ _ / BEAM TO RIDGE BEAM APPROVED NG(800-SPL 6105E OR --_- �I I DSL.I TER TO APPROVED EQUAL&1PPLIER I I RECEIVE RIDGE BEAM . PROPERTIES SHALL MEET OR EXCEED, 3 INDICATES THE NUMBER OF STUDS I I Y ___ �L -FT----�'-J Flo•2WO PeI O INDER BEAM ABOVE. NOTE:IF 1 1 - I I I Pv 290 P51 NUMBER OF STUDS AT BEAM ENDS I DWBLE RAFTER IW E•2000J000 PSI ARE NOT INDICATED,USE(2)STUDS i 1 ' i ]xr-4'0 I I 1 2 C�ABL E PLAN -L— GANG LAM"8"LVL'S ARE MDICATED. 1 —��---�- GA S LAM"W"LVL'S CAN BE USED RAFTEM (221) - EXT.FACE OF BUT VARY FROM 917ES INDICATED \I, BRACE ROOF TO WALL OR BEAM BELOW I I I I 7' WITH 7x4'9.32"OL I- i I I i. I I 6 Im'v TAPERED LOAD STUD WALL BELOW 1 1 I O.G.JBT'B. BEARBG C0.111•IIl ..-...... . . }------------ -- ----------- --------------- . 1iAFTERB 122'1 1 I I _ _—_—_—_ _ ___—_ CLG.JBT'e. lrlm'J 1 /- Y � ... � •- . �/ 1 I X. �g S _ �� /� 1 _ I o a ------ F 1 / . ;. \ gnu i / RAFTER. l I III I / Iz n Ig \ 1 D 9 ��, l / (])19/4•x9 V4•GL l���R \\ J_ \ I RAFTERS' re'a2') f--- IT------ \ I� 2xhe RAVERS \\1 1 RAFTERS r 42'J I T - II , \ 2xlm RAFTERS + \ re'-v) ------ 41 I ��i y a Iro laxsmBELow y \L I \rF,- , - I / f°•' 'III I'I \� I° ./4/ I (W) 2 ^ c II ko \ 1 LR�m'e2�icwe�y 7 I / k - 1211 3/4'xlb'Gl - �HI1B2I - .NOTE.BEE DETAIL \\ I I -1•/� O ____ ___ __ _______ ________Ill ROGF BEAM - R.]J KIM _ I q(i JST'9.(14'J I B RAFTERS DOWN I n/I/ I LINTEL �e_E7. - cLIC JB�T'D.(O9 ------- -------- ----------- -- (2)1 RDOF �� - `m v J .Q 9 - - I B1B.oW rD•) \ m 9/{•xs 14•GL. , �\ M1� :III 2rB BLIJOCINC BENEElI \ I / ¢ - RAFTER BEAM W/2xe' 1 \ 1 // I RAFTERS TO-GE1•-E \I/ I BGLTm SACH BIDE 1 \I/ FL.JBr'D. n2•J [gF; RIDGE BENT(TYPJ uL 9 (SEE DETAIL 2IB) I I III e 3 5 L I o n,19/a—xll ------ ---- I J--- ---- ---- ® �g�-- ---1-- - RIDGE BEN•) -- I - _- rTM- - \ -I` :I,B BLGcxrtaG eeruE --- n WgI ¢ �I nI_ I R �1 �'0 R•09 KIPo /� I 1 �\ i 9 RIOCR BE�AIIRECEIVE i\— I --�---�� 1 AcceBB I 1 1 t tY I of I nl I - g Bee WELDeD I -I-- --I-� III.- I ruJ� I I L- -J I W CD . R•09KIPo GUSTS. (I0) I �� I CLGJ9T9. I(H') 1 / I \ �f - I 1 - RAF ER8 DOW I -- (I / I \RAF EReI E cLCa Jar'4 rH•) I N TO RDGF I -N- vaw I Z Z l ^ -10 2TF eELaW re•) TO RR6v'vF 'I I 13EItW re•) / I - R•05 KIPS I Tceiw re•) I IIr__ I I /1\ BELOW rs') —— —— •• E MELDED / \ I 9 - ., R•09KIPE J L___L _____ _____ ___________________ __ I KNEE WALL I - Z C) I Nn m-2 A 2 0-2 - -- 1 546 LLE DEp I I I /I I 1\ ^ I r- BT'e.[D9 I\ /I I I\ R•09 KI R•09 KPo -- HHBbB WENDED Y I I� 1 I 2x{'0•3]'OL 1 I I R•ID KIPo� 28 KIPS a rLG.JBre. I I I I I i I (vl �I nl 1 (vl III I 11 �A (rl �I ¢� 1 cLGJBrro t<1 m I r 1 FL Jarro. ro•) ' I II III I II Ail � I I I II �I 1 l l I PRAF,�,,,I I I I I I I I I I I I I I I I I I I I I I' ` I. w o I re•) I rev I I 1 I _ r I_ d I I I I I I I I I I W I - Sly _ I I I I wlI I I I I ,� I I I J CD E I I I I O /� 0 �� iIII I III I I II al 11 1 ' I a _J,D D RO9KPB�I( ^•m9KIT------ I I 91 I I I + I .I.I I I sl I I ® ^ ` L- J L-- ---J - —_ I I +--i--i- �-ir-� I I--i -I.�� z . m ---- I DORMER FW MMG RAFTERS DOJ2i1 RAFlERS RAFIEFB - . rRa erERe l Ra '� 1\ IRRBIw.cTEI / TO RDOF eEr 1 • w c TTP.D)oDR•�RB ---- 4 , ro ROGF BELOIy 1 ---- -------------------- - '� Li'----- -� I rd-n') / tY--I--tt 1 tt.--I--tt rb•-o•) I c . I (2,19/4'x9 I/4'GL. ��\ I '•�, 1 Cr DO . '1H1--- i— —f �_--T--_� H—�—F• v • C �. ' RAFTERS `w(D�K)�L-_ L- --� ' -.J L- -I- -J �Po \\ RAPIERS ' ~ N c 6 .. 6 I ro'-°•' $./ C m y B u � I \+may,c _ � g \\rg ro D) � c I asi m o J/ I mla a \ I I DD. 10 BONUS ROOM STRUCTURAL PLAN i I / a s R a"° \�`' g 1 I W I/4".I'-0° 1 .•i/ RAFTERD\ - \ I ..,m 3 / a 7 3 ---------- --- --- y F ImY TAPERED LOAD --- L- ---- I----- -- B MIN.I"5PACE O BETWEEN BEAT? SUB FLOOR O AND SUB FLOOR (� m f Q.(2)13/4"x9 I/4"GAY LAM y. O"OL. LVL'S RAFTER BEAT NAIL PLTUK,OD FLITCH BEAM O 7"OL. TOGETHER W/ISd NAILS . x FOR(BEAR HORS GANG ERR 6 d 9TA(iGE1�0 TOP AND BOTTOM, 1 3/4'BEAMS,NAIL MEMBERS 7xn DOLLAR TIE EACH TOGETHER W/16d NAILSSTEEL BEAM,SEE SIDE OF RAFTER BEAM EACH FACE STAGGERED TOP AND BOTTOM. 50LID BLOCKING, *STEEL BE BOLT Q . NOTE: x x EACH FACE CUT FROM 2x12.9 PATTERN'DETAIL (/( WHERE BEAM SPAN IS CREATERCEILING1/4- 1.,., f2)9/4°a THRU BOLTS /- THAN 8'-0•.CENTER S'-0°LONG ROOF AND STRUCTURAL PLAN PLYWOOD AT CENTER OF BEAM SPAR BUTT ADJACENT PLTWXJOD Z G STAC�ER JOINTS AT BEAMS WITH PIECES TIGHT TO CENTER PIECE MULTIPLE GANG LAM. DETAIL � sIMPBON co.HN•GER - MORE THAN ONE PLYWOOD PLATE. - ------_ SIM SAT EACH JOIST p J NOT TO SCALE 1x SLOGGING•GUT WITH 16d NAILS INTO / PLYWOOD FLITCI-! BEAM DETAIL \ PLANT SHELF / FROM 7x0 BLOCKING ( . NOT TO SCALE EXT.FACE \ _ 2 DETAIL AT RAFTER BEAM WALL L BED LOW-�\ / - - - \`- - I -J/� I SECTION In.•1•-m" / J DORMER PLAN V4°- ( 1• L! u 00 NOT SCALE//DRAWINGS. - W COP NOTTTO RIGHTBE©OP1E0 OR REPRODUC DRIGHT WITHOUT WRITTEN RESERVED By OPERMISSION NALD A. RDNER,INC. Wo N N N Visit www.DAGmarketplace.com for information on interior and exterior products for your home! , A complete TJ-Xpert framing plan requires the Trus Joist Framer's Pocket Guide CREATED BY See Trus Joist Framer's Pocket Guide for Product Trademark Information T�•�\ ert® JOB COMMENTS Mid-Cape Home Centers [■i�►113. 1 Q **NOTE** ALL DIMENSIONS'AND.MATERIAL PO BOX 1418 MUST BE VERIFIED PRIOR TO MANUFACTURING. 42TIRISDNENTENANCE 465 ROUTE 1342 0 LET�RaNhG CUMKAQUID, MA SOUTH DENNIS, MA 0 66 ea, 5083986071 X4987 FAX: 5083984559 91,H"—► a. 4^ �—.—12' 8" 2' 4^I 3' E" I 2' I —.g, -� a' �. _ 19,-4^ 17 8^ .. — I JOIST.AND BEAM LIST Plot ID Length Product Plies Qty RM1 A3 - a Al 441. 11. 7/8" TJI 230 joist 1 5 A7 )1,'� 3' A2 38, 11 7/8" TJI 230 joist 1 16 r RM1 - A3 32, 11 7/8" TJI 230 joist 1 2 A4 28, 11 7/8a Tax 230 joist 1 11 A5 20, 11 7/8" TJI 230 joist 1 4 A6 18, -.11 7/8" TJI 230 joist 1: 7 - � A7 16' 11 7/8" TJI 230 joist l 1 AS 14, 11 7/8" TJI 230 joist 1 : 17 A9 12, 11 7/8" TJI 230 joist 1 2 A10 10, 11 7/8":TJI 230 joist 1 4 M1 22, 1 3/4" x 9 1/2" 1.9E Microllam LVL 4 4 a M2 14, -1 3/4" x 9 1/2" 1.9E Microllam LVL - 4 4 £ 1 M3 8' : 1 3/4" x 9 1/2" 1.9E Microllam LVL 2 2 M4 4' 1 3/4" x 9 1/2" 1.9E Microllam LVL 2 2 MS 28' 1 3/4" x 11:7/8" .1.9E Microllam.LVL 4 4 M6 26, 1 3/4" 1c 11 7/8" 1.9E Microllam LVL 4 4 m M7 20, 1 3/4" x 11 7/8" 1.9E Microllam LVL 2 4 Rnl ! M8 6' 1 3/4" x 11 7/8' 1.9E Microllam LVL 1 1 A1G .Rml - - M 0 18, 1 3/4" x 14"71.9E1 Microllam lLVL LVI, 4 4 Rml O � : Mil 20, 1 3/4" x 16" 1.9E Microllam LVL 4 4 a .. a .. ... :. :. ... Rml a1 Plot ID Length Product AC Plies Qty ACCESSORIES LIST.. cs Ham ' O s 2:3/4^ RM1 18, 1 1/4" x ll 7/8 1.3E TimberStrand LSL 1 18 z 1 ktAlo 1 Bkl 1' 1 11/16" 11 7/8" TJI 230 Blocking Panels 1 24 Al x' Bkl* 5 3 1/2" - 11 7/8" TJI 230 Blocking.Panels 1 1 e - . 1—' s Bk2 9 11/16" .: 11 7/8" TJI 230 Blocking Panels 1: 10 Til **NOTE** PLEASE VERIFY.BUMPOUT INTO M9:. A3 Shl 41 x/81 23/32a"Panels 3(24B1 Span nRating)s 1 68 IT/ GARAGE. FOUNDATION PLAN AND FLOOR PLAN 1 z Bk*, Random length blocking panel cuts A3 B. -' 2 3/4^ - Bk, Blocking Panels; Rm, Rim Board IL DO NOT AGREE AT THIS LOACTZON. ~ .. .... a .. R .. OG cs LEVEL NOTES .. ... M2 5.. 44 Mil ... 1 ... :. -CS M10 ... .. 4 4 H4 H3 4 File Name: MAILED MAINTENANCE - 42 IRIS LANE.JOB ro Level Name: FIRST FLOOR 9 3/16- - Plotted: 7/12/2007 12:08 £ a Design'Status.:. . .. .. o.. .. ... M9 � _ FIRST FLOOR....7/12/2007 11:33 m , E FLOOR 12 2007 11.33 1 SECOND L00 / / m ROOF...........7/12/2007 11:.33 N NOTE: Level design times indicated above provide assurance for proper level stacking. Design Methodology: - ASD - 1 m Floor Area Loading IS:, R A9. A9 1 40psf Live Load and 12 psf Dead Load - 4 A10 AIo n Maximum Joist Deflection: 1 _ A3 A3 1 A3 .. L/480 Live Load L/240 Total Load TJ-Pro Rating Information: Weighted Average: 50 Lowest Rating: 38 Highest Rating: 70 _I Glued & Nailed Decking is Required F—9' E^ C f=9' a^ ►F 7' 6^ 3' e^ "' a^ s a a^ z' 4^ ea' a 1r e^ Direct Applied Ceiling of 1/2" Gypsum is Required 1 X 4 Strapping is Required Floor Decking: 23/32" Panels (24" Span Rating) Normal O.C. Spacing = 16"* SYMBOL LEGEND *Unless noted otherwise Note from Operator ■■ C ■ HANGER LIST - Simpson Strong-Tie Company, Ian.® Layout Scale:.1�8 1 Point Load Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes _ Line Load SYSTEM'WARNINGS - : .. -- - Page 1 of Hi 3 IUT3512 10-N10 2-N10 = Area Load. 3 skew cut joist ends at all skewed H2 2 HD9 18-10d -6-N10 support locations. as 2 EGQ7 25(HX16)pth14 6-16d 28-SDS1/4x3 121SDS1/4x3 0 (Detail=amer'stPo�ket:Guide) FOR THE Ti-XP E RT WARRANTY HS 1 HGUS7.25/10 46-i6d 16-16d double shear Required Bearing Length in inches SEE FRAMER'S POCKET GUIDE Hanger Notes: � (Adequate'bearing has been provided if TJ-Xpert 6.42(#693)C6.42 D6.42 S6.42 P6.42 bearing length is not indicated.) t t A complete TJ-Xpert framing plan reclu res the Trus Joist Framer's Pocket Guide „ y See Trus Joist Framer's Pocket Guide for Product Trademark Information , p P1��.�Rf UR�9]bG 7W_ t ems' B ►I 17' a^ �' a unc�I a' If—B'— z' 19' a i/a" - —I HANGER LIST Simpson Strong-Tie Company, Inc.® 0. I � Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes Hl 33 IUT3510 8-N10 2-N10 H2. 4 IUT9 8-N10 2-N10 H3 2 LIIS48 6-10d 4-10d DS H4 1 Lus48 6-16d 4-16d DS H5 1 LUS410 8-10d 6-10d DS � Hanger Notes: JOIST AND BEAM LIST Plot ID Length Product Plies Qty ) m Al 12' 9 1/2" TJI 230 joist 1 27 A2 10, 9 1/2" TJI 230 joist 1 3 Joists By Others:: Ml 12' 1 3/4" x 9 1/2" 1.9E Microllam LVL 1 2 1 M2 12, 1 3/4" x 9 1/2" 1.9E Microllam LVL 2 12 i M3 4' 1 3/4" x 9 1/2" 1.9E Microllam LVL 1 1 M4 16' 1 3/4". s 14" 1.9E Microllam LVL: 2 2 M5 24, 1 3/4":x 18" 1.9E Microllam LVL 3 3 ro ` P1 10, 5 1/4" x 9 1/4 2.OE Parallam PSL 1 1 7 Ma ACCESSORIES LIST. a m / Plot ID Length Product Plies Qty 00 "' Rml 18' 1:1/4" x 9 1/2" 1.3E TimberStrand LSL 1 4 Shl 4' x 8' 23/32" Panels (24" Span Rating) 1 17 RIM, Rim Board BBoPi i oists By others HEADER LIST .. .... ... .... m. O Joists By,others BBo Hdl 20 3 2 8 2 OE Parallam PS 1 £ P m Plot ID Length Product Plies Qty f 1/ " x 1 ° L 1 a 1 cs CS { LEVEL:NOTES I _ BBo . File Name: DETAILED MAINTENANCE - 42 .IRIS LANE.JOB " m " Level Name: SECOND FLOOR c n � _. m Bz Plotted: 7/12/2007 Lll:58 82 _ Design Status: FIRST FLOOR....7/12/9001 11:33 ... ... .. Joists By Others - SECOND FLOOR...7/12/2007 11:33 2 s4 as Mz B2 :: d ROOF.. ... /2007 11:33 .: ?:: I d above provide _.. Joists By Others :: - :: Joists By Others ' ~ assurance o rllevel stacking. NOTE: :Level design �. Design Methodology: ASD Floor Area.Loads Vary: M2 3 3 M2 _ .. _ 10 to 40psf.Live.Load and 10 to 12psf Dead Load operator added additional loads. ^ Maximum Joist Deflection: ro L/480 Live.Load . a L/240 Total Load TJ-Pro Rating Information: Weighted Average: 53 :Lowest Rating: 51 Highest Rating: 63 ' Glued & Nailed:Decking is Required ia' f u' a° �' s' s s/i��_e' a' �f—6' B^—►I a' a^ B'= a' a" SYMBOL LEGEND Direct Applied Ceiling of 1/2" Gypsum is Required 1 X 4 Strapping is Required Point Load Floor Decking: 23/32" Panels (24" Span Rating) Line Load Normal O.C. Spacing = 16"* *Unless noted otherwise Area Load BBo Beam By Others Layout Scale: 1/8." = 1' O Detail Callout Label CREATED BY JOB COMMENTS (See.Framer's Pocket Guide) SYSTEM WARNINGS _ Page 2 of:3 Hd-L Header, and -t: ndcates quantity of 2x_ : 2 Skew cut joist ends at all skewed Mid-Cape Home Centers DETAILED MAINTENANCE trimmers required:at ends - PO BOX 141E 42 IRIS LANE support locations. FOR THE TJ:-XPERT WARRANTY 465 ROUTE 134 CIII+R�AQIIID, MA L Required Bearing Length in :inches MA 02660 LJ (Adequate bearing has been provided if SOUTH DENNIS, bearing length is:not indicated.) " SEE FRAMER'S POCKET GUIDE 5083986071 X4987 FAX: 5083984559 I TJ-Xpert 6.42(#693)C6.42 D6.42 S6.42 P6.42 A complete TJ-Xpert framing plan requires the Trus Joist Framers Pocket Guide CREATED BY See Trus Joist Framers Pocket Guide for Product Trademark Information ® TJ•�p@r�® Mid-Cape Home Centers R • PO BOX 1418 JOB COMMENTS . 465 ROUTE 134 SOUTH DENNIS, MA 02660 DETAILED MAINTENANCE '/; V&jGf/_P�L�ailD161ING 80, III t- 5083986071 X4987 42 IRIS LANE FAX: 5083984559. �----�.-��=� -►I CDMMAQIIID, MA 4 i HANGER LIST +.Simpson Strong-Tie Company, Inc.® Plot ID Qty Product Label Top.Nails Face Nails Member Nails Notes El 2 HHUS48X D45 22-10d 8-10d double shear Hi 2 LSTA 9 4-10d x 1-1/2 Hanger Notes: i t JOIST. AND BEAM LIST Plot ID Length Product Plies t g 4 Y Ml 14, 1 3/4" x 9 1/2 1 9E Microllam LVL 2 4 M2 18 1 3/4 x 16" 1.9E Microllam LVL 2 2 - 1 M3 32, 1 3/4" x 18i1l.9E Microllam LVL 2 2 t \.4 f y ;- : LEVEL NOTES £ ro File Name: DETAILED MAINTENANCE - 42 IRIS LANE.JOB Level Name: ROOF. Plotted: 7/12/2007 11:58 \. M3 : .. Design Status: FIRST FLOOR....7/12/2007 11:33 a H1 SECOND FLOOR...7/12/2007 11:33 .. ...ROOF.. ... .7/12/2007 11:33 £ ro NOTE: Level design times indicated above provide assurance for proper level stacking. Design Methodology: ASD Roof Area Loading Is: 35psf hive Load. (115% LDF) and 20 psf Dead Load Operator added additional loads. Maximum Joist Deflection: L/360 Flat Roof - Live Load L/240 Sloped Roof - Live Load L/240 Flat Roof -Total Load - L/180 Sloped Roof - Total Load Layout Scale: 1%8 = 1' SYMBOL LEGEND Point Load _ Line Load Area Load BBO Beam By others Required Bearing Length in inches (Adequate bearing has been provided if bearing length is not indicated.) Page 3 of 3 FOR THE TJ-XPERT WARRANTY SEE FRAMER'S POCKET GUIDE TJ-Xpert 6.42(0693)C6.42 D6.42 S6.42 P6.42 r 3 y 5 _ -u_ _a wt Gas/� 0" ok FT I ll. /i III... I �3 ell y _ I 4 PLAN REFERENCE:BARNSTABLE COUNTY REGISTRY OF DEEDS PLAN BOOK 400,PAGE 82. 350-001 a N/F Cantnuuluid Gulf Club 38 73.28' \ 54 56 —54 58.:� 60 47, \ �61.0 56 . - 334-052 \: �vr — ' N/F Lapine .59.0 — _ \: Proposed =� - 4 Bedroom Dwellg 60 q~ H F.\Ft = 63.35 / 334-010-002 30' N — N/F Manning 61.0 40 — V. _ N 15 Gallon 59 eptic Tank w - i 72 # 59.4 o - _ 61:0: \ \ 59.0 es \ R 62 56 ! — 57.9 5<4 t #3 � ® 60 68 LOT 15 w — _ 89 i!l62+/- S.F. 334-010-00.3 I 1 \ i - N/F Gerniniani 69i4 I I �" (Macant) Im- - _ ---62 LANE. Hya) 69: �l p 64 63' 68 WS 66 o. B.M. =68.7 LEGEND 6811` ��• Q �: HyCIYQitI Spindle Aj \ (assumed)- ,�' :Exist. Spot Elev............. 35.3 y � \ Exist..Contour.. -- - - ............... 36 - i Prop..Spot Elev....... ....... 33.9 Prop. Contour .. ............ 36 Setback Dimension........ 13' Perc. Test:Location........ Prop. Water Service:.::.. vv_ �o Co p �t,altb Elegy \ yEasewe tic LOT COVERAGE LOT AREA = 89,762 S.F. = 1000% ..... Dwelling: _ .2,729 S.F.: = 3:04% Porch/Deck = 1,010 S.F. = 1.1 M/a j86.gs, Total: _ .3,739 S.F. = 4.17% REVISION DATE BY t� Q a � � rfG N SIT SEWAGE RRy �rs; . AN DISP SAL PLAN GROSSMAN .. � /-� 745 OCU CIVILIST �^ LOT 15, HSE. #42: IRIS LANE S! EGA -� ONAt. ;i Afihe�D, t6S0fftonf,& CUMMAQUID9 M A Brryn���l n PAid Cape HwY NORMAN APPLICANT: ENGINEER: , ojy Gerry Walsh Norman Grossman, PE; RLS N�. �Zm: •�` 19 Windward Street P.O.Box 97�nd�nce ljr : b: ,^ Mashpee, MA East Falmouth, MA 02536 LOCUS MAP 508-548-1920 "� ' MAP SEC PAR LOT ZONE. FLOOD ZONE MAP SCALE DATE SHEET NO. PLAN NO. 334 053 15 RF-1 C 25001 0001 D V=40' June 15, 2007 14 21uT 1 OF 2 H-1003-1 SEPTIC SYSTEM PROFILE FIRST FLOOR NOT TO SCALE ELEVATION 63.35 FIN. GRADE AT FIN.GRADEOVER FOUNDATION SEPTIC TANK FIN. GRADE OVER FIN. GRADE OVER SOIL TOP FOUNDATION 61.0 60.7 DISTRIBUTION BOX ABSORPTION SYSTEM / 60.0 60.0 INSPECTION ELEVATION 62.2 + + PORTS + (2 Req.) + RISER SET TO WITHIN INVERT AT 6"OF FINISHED GRADE FOUNDATION ++ y 2"MIN.DOUBLE WASHED 1/8"-1/2"STONE ELEVATION 59.00 + OR APPROVED FILTER FABRIC 3„ 57.00 II + + + 58.45` _ + 58.70 k ; + 1500 GALLON 57.85 ,,,,,,�, TBL�E + SEPTIC TANK - H-10 LOADING + BASEMENT FLOOR + GAS BAFFLE ON OUTLET TEE 3 HOLE DIST. BOX 4.00' S INFILTRATORS @ 6.25 31.25' 4.00' 54.50 ELEVATION 54.4 + �r } H_10 LOADING TOTAL EFFECTIVE LENGTH=39.25' 7,-1.T TO BE SET ON A LEVEL + � TOTAL EFFECTIVE WIDTH= 10.83' + + . AND STABLE:BASE SEPTIC TANK SET LEVEL AND TRUE TO GRADE TOTAL EFFECTIVE DEPTH=2.00' ON 6" CRUSHED STONE BASE ON MECHANICALLY COMPACTED NATURAL MATERIAL 34" SOIL EVALUATION DESIGN DATA HIGH CAPACITY INFILTRATOR CHAMBER DATE:OF TEST: JAN. 29, 2007 6.25'X 2.83'x 0.92' --- H-20 LOADING LOGGED BY: DAVID FLAHERTY,R.S. (OR APPROVED EQUAL) NUMBER OF BEDROOMS ................. 4 WITNESSED BY: DON DESMARAISSOIL, jZpTj TEM { ABSORPTION SYSTEM G.P.D./BEDROOM..:: ....... 440 G.P.D. � TOWN OF: BARNSTABLE TOTAL DAILY FLOW........ . 440 G.P.D _ GARBAGE DISPOSAL....... NO PERC RATE: <2 MIN/IN NOTES: LEACHING REQUIRED........................ 440 G.P.D. SOIL CLASS: I ( O.74 GALS./S.F ) : GROUND WATER: NONE ENCOUNTERED LEACHING PROVIDED........................ 462 G.P.D. 1. ELEVATIONS BASED UPON AN ON-THE-GROUND SURVEY. SEPTIC TANK REQUIRED 1500 GAL. 2. DATUM BASED UPON BARNSTABLE GIs. SEPTIC TANK PROVIDED . ............... 1500 GAL. 0" 59.4_ TEST PIT#1 0" 57.9 TEST PIT#3 3. PROPERTY LINE INFORMATION FROM BOOK 400,PAGE 82. 4. NORTH ARROW NOT TO BE USED FOR SOLAR ORIENTATION. SIDEWALL AREA.... ..:...... .... . . ........ 200.3 S.F. 6" O/A LOAMY SAND 4" A/E LOAMY SAND 5. ALL PIPING TO BE CAST IRON OR SCHEDULE 40 PVC. NOM AN G 425.2 S.F: LOAMY SAND LOAMY SAND 6. ALL SYSTEM COMPONENTS TO BE INSTALLED IN ACCORDANCE '3po& MJtAN BOTTOM AREA..::.............. ......... WITH SEC TITLE V AND.LOCAL BOARD OF HEALTH.REGULATIONS. No. i2765 TOTAL AREA........................................ 625.5 S.F. 4 B 1 OYR 6/8 5 B I OYR 6/8 ; 55.0 7. NO CHANGES TO LOCATION/ELEVATION OF SYSTEM COMPONENTS CNIL O ® 56.0 3 WITHOUT WRITTEN APPROVAL OF ENGINEER AND BOARD OF HEALTH. ti TOTAL AREA X 0.74 G.P.D./S.F........... 462 G.P.D. WITHOUT 8. NOTIFY ENGINEER 24 HRS.IN ADVANCE FOR AS-BUILT INSPECTION. S1pN 0 _ 52.4 MEDIUM FINE Ua MEDIUM SAND ��ll o V REVISION DATE BY NOflBAA -N U SAND 2.5Y 6/6 c�ac�ss►�wN H U 2.5Y 6/4 aW, W Gerry Walsh DATE SHEET NO. No. 1 L775 t a 2 OF 2 _ 'yFL' tE�� Qr 1 4C;: 120" C 49.4 15611 C 44.9 - PLAN NO. r #42 Iris Lane, Cummaquid :06/15/07 H-1003-2 d. L J` t .