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HomeMy WebLinkAbout0079 CYPRESS POINT i r t r r x , T s z t ,a } r Town of Barnstable °'tIME JA Regulatory Services + Thomas F.Geiler,Director 1 RMABM t MASS. Building Division prEv►9. Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 A PERNHU b 9- 7 FEE: $ SHED REGISTRATION 120 square feet or less bculrv,540t Location of shed ddress Village � Property o er's name Telephone number _ Size of Shed Map/Parcel# Signa a Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? +Conservaation Commission(signature req re)A � ' P PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:121901 t'-�3r —13l3 03 Q 1@ PM LUZIETTI POOLS 50877$2235 P_02 9a.1 t 71v mm. ESTATE E0 4-11 S FMC No. ; 5�063r�. M4 C��n l. 01 �t3$3 P� 4: 64L-4:-v! II::6itt frcri-tlt�filhlOYIS �•bya•7fSw$09 f-ig! p.31102 HIT & c P ' WOO to r; LIR 3 'IED PLOT T"i.iAN Al � ,IINII. {l).•i!i ! iyg.�ri t1• �f�yY�Y�Oj� �1�I')I� PLAN y�6�iIF�w{..1.9f4nNG�Y))a/�-1�.�-3+.a•.i��}i�il�l� �{1 J �� r i•.ililY a .i. ,.•!•i•.ii ii .d •ii.1Y•i t 1if •i1li►I ifiJ iil lei�.i■ 111I • �� . r 8 wil Eats tis It tac nth QK "1''„-tb1. art WtJ F;E H AN .rf4 w 1 Arts ra . 2 SA C1� tl�RjtM �c or Tu TQw of I� i d"CZ� n @! A OlttTlrA n iary �qiV <1 Ld ;; MAY 0 6 2004 :s TOWN OF BARNSTABLE HISTORIC PRESERVATIONLj i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Permit# Health Division to � Date Issued �' Conservation Division 0,1 t%/ Application Fee per` Tax Collector Permit Fee Treasurer -- SEPTIC SYSTEM MUST BE Planning Dept. INSTALLED IN!COMPLIANCE Date Definitive Plan Approved by.Planning Board WITH TITLE 5 ENVIRONMENTAL CODE AND Historic-OKH Preservation/Hyannis } TOWN REGULATIONS Project Street Address I(yt- Village i Y'�► S Owner �ODZ�h ,5- rLLm31U Tr, Address _ `lq CV 1 .ore55 Pay N -, &omG,w;ck Telephone 5 o8 31.E a - L0655, >��9�`d a 31 Permit Request 1ns4-C_11 a_4;,Dn 6 C 16' X 3 0 IL.IAYM 6 h Gi, a in -Gf rboa-d 3 W 1 M ryA 00 CSC -i- ,h Q i n g Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 15, 000 Construction Type Lot Size 1, oa_m6 Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family V Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes U No On Old King's Highway: N Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing ! new Number of Bedrooms: existing new C-3 r- Total Room Count(not including baths): existing new First Floor Ro• Count c "- < f �1 Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other o ?' Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/c al stov�❑Yes' ❑No m Detached garage:❑existing ❑new size Pool:❑existing new size I IoM Barn:❑ xistingl nevi size El El garage:❑existing new size Shed: existing new size Other: 4rr m 1) Car) , Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes M N0 If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name Telephone Number SD'8 3 4;,_� = ASS xra� Address 1r .. License# Ll,r n rn cq(AAA j (Y� /� D Z U 32 Home Improvement Contractor Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 0 n -S► �� SIGNATURE _ DATE -7 -1 ,I o`7 FOR OFFICIAL USE ONLY PERMIT NO. .• - DATE ISSUED MAP/PARCEL NO. r l ADDRESS VILLAGE OWNER j f ` DATE OF INSPECTION: FOUNDATION d 0� °✓�9 �/ ✓�� FRAME - INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ea� GAS: ROUG p•. FINAL � Q _ FINAL BUILDING s - DATE CLOSED OUT 0 r p � S ASSOCIATION PLAN NO.,, S m io "%ire 0tM0•f c.�.YJ .915087906230 7-iti'uG x own Olt Barnstable m eq:P AALLT. � -a u tory MIC If v;..Ga�3ea,i3lMEW. l �rj1 Bufiffng a;a s en. R :0, Ff �. 200 Mam S&fEt, 14ya 6iis.hLA.0261-: Fax: 550E-790.6 340 —HOMMWMM LICE=EMPMMON r'iealef irwt DATfk. Id SUM ;�blags �,..�r��. � © h ���-m5�(.► J r, SUS-3(oa- (�lr S� _ _ i pumc# r� CUIRW l•.A a 4 AD p 4 CEO re 55 106 I n�- (' Lt-h-,nA w cL " slate zip code i'pw£rtn r ['� $6� tifsit 6i'�utili opeJ/tc2 �2Y�YS s xwnde g 7 i�"a^.- il,�s-A°? '��€t*°`� icBa�dnWt nmt of six unit or less and to allow homto,%mm to engage an in&vidual for bite who does not pomm a ik.tmc,12MMided tb4t ear seta as YBmNmor4 Q1?xOmrL€fR �l 0--w:°irch'h,-is C Fgct.tie--or 2Qtm&-to reside,On whichwhichth=e Is,.^.Z its:.v;t��e�ii rot V�1 Q8�31 Wbitu v�ra"i3 a ww . .eAi.�-,' WIMIKa.: •p_._ .Q W->. �•s...2w.x q v.s�L'.rIICh..Uge:a dI0r_fgTmstmaures, A ���(7ng�1Y[twD: YF�QSvcltllut'$it�a►.a+>rta aiY'+14-`ictiir.�a�s:a;:G.w:..3�:.c.��w.C`af vason avho MZWICU MDre ftn one home in a two-year period shall not be consi&xad a homeowner. 'Such bed". silibubt►to the B-didin L =t4'F.i!C i�i3flfn's;p�'Offie-iA iiwt fiCr��'f6E.qW,11 be �� ...., 1r .� .` ���.s +_aer#p►e tsl�ita4in%r oersmL (Section 109.1.1) r t_- h.- gyro `t.5;®.. t''�. Y ilfiYId3CCt1��lllaZL"i�:-*�'a`a3t isa4 uiiiiv,�.s:uatatac- iLrahla ,hylam.rules and ngulations. Th-unde` p `' It a3�v r"WEauucd Laa�c'as�'at+e i; �3#SF th--.`S'oym ofBI—MbIc. .Building epu t r inirmxm mgmtion proc dudes and requirements and dW Maisie'vi l C VrIP1y with sa:d mId remrir�. vodmg of K-mWW= 4A AM"of Snt-Wing 002W -- Note: -fly dweuWp coubinimg 35,000 cubic,fWt wt lager will to roV.-ed to Co l j wzthfhe �t$IG DUiI� �Vu4E c"-a£i.'a.•iGI'i 127.�way"�:dq��opflp,��,(�i.'�t:�p.� v IIVi9E�tl'V 991�, I—It ON i nc C*de aWWS 418L +;,�y io M y- XMMMM-fing w--k Ifir wt:^h a bW?-JM.&pftMt;-dui vad gnaii'$c c%e`frmV rWn the muvisiom of this cation(Scedon 109.1.1-U0MMDgGfCmmftUCd0fl Supm-vism);probided that if the horwo"a mpges apeman(s)for hire ro do such ma y honlsmmm wha use this motion are unRWMt 0At ft"sm assuming ft rupars mi-Wes of a supervisor(see Ap-,on6ix ..1%i4 IkA of awareness often IS3'Ri'�.4'SS7�3�314ii's'�SuL3gYtS'dei�''—••tis;xs;1,*.'- W1xn th91 a bare&imUcenled pramm. in Wi cm owBoud emmot pWoed agamt fac 11n19owAsed personas it lioWd v.'i*a liccracd up +. !Z"s�?'s! '"-+�ES L+3><9 'ice is UmTm 4y Taituiivarittc. To c-nsvre tl�t the hom�+atr.;a tiny aware o£hisiner respomsiouiiiea,rr�y ccnra�mi���isira as pa:'of:�3errt�t apFt:east, 6 a the t--m-a-fi&,itiat it�rae�uiidtit tan `ifocY 3i{�i[j$ea oft$tivi i e': ':n;h last Lh •is? ,3 s`eE?n ttv ue by aeswa�•. v..a ....�t g�.��nn�'ann�r�.rn a irmnire?vneamm un we ui biiP w17w:H+:+3 . �s 7 �l Ile v � 6s. •too / 1 ��L1h OF gas �3 EDWAR[�^ j' c E. �. t! N CQ �9� , 26100 C\`� �EG'iSTERE� .. 1 u v , is. R CERTIFIED PLOT PLAN LOCATION SCALE . ��4.... .... DATE YV. . PLAN REFERENCE S a'- I CERTIFY THAT THE ??Q�/ c� SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON AND THAT IT CONFORMS TO THE SETBACK REQUIREMENTS OF THE TOWN OF ••�R ?�YS"T� 4�.... . . . .WHEN CONSTRUCTED. . DATE REGISTERED LAND SUAV OR F+ AIU,YV\ 600/650 SERIES KIDNEY LEFT - 16' x 30' SO-4k ts 1'tr FROM. TO: B :.-0M, A H 22-ay. : 2T.0y" HI 2Z.4ve r E I I ZY.' H I m F ! I. H J 2.0' J F 26-3* . 16' . G 2,5' w 4- K 264%* W.S. w i7�loyv X 2214 Ki W-10 Y. KI y 8-v y a, I-I L 26'-3-t-li L 29-2* Z 23'-8,Y* T T Z 26'-7%' TF IW� z 4 Lin y (D 4 C Is, 2I.-T A-FRAME BRACE K • K-L IVAYV F T PROM ro: 4- FROMfgTo:l IV-lk L w FROM CWTO: Ki FAOM[OTO:I E 26'-3 J 26*-7' y OD F 11-.3 4- K 12'.7 V N G 20'4r z 2 9-10Y., 0 la-3, RV w T-1 Y,- L IS, L 14'.iW W 9-10%. S 31-91 S 33'W X 2V-2* x . 1T.11Y.1 3-10V T I'l 4. y c IT-10W c Z 6-1 SBR 30'4' / 8.10. 304S 24P sk 24R S'RADIUS OR 2 I'll Of 2 6.31 C A Or 24R PLASTIC i3'-9k 13• 24R V31 STEP 2�3' H 1 93' OR 24R 24R 8'W el. OR 6�R 21-41'3. W U) 16-At IV CEmfEaumE OD OR zi 1 -1 1 OR OR Z+Zt 6R N 2W 4' "S-4 OD LIGHT 63. G OR 2V-V U) OR 8.-* :R I w a 7R. V OR 3- 1 V-3t 2V-W A4 SF Vv 4- R8' F W Ki L H J'K,1.2 MI'/,' Kil K L L S S T y I T 3 Y, 0 ey"X"W 8R z OR RADIUS&STAIR 93, 2 OR 0 OR ORR RV 61, W3 ORR Iry wr z Is-st 0 Ll 8'4145. m OR OR C 3. ---r— C L OIR V FA'W 2"Y'• 21--i0t :3 ow 3- FS-MT2W-r/.-j G Z TO SGUARE THE POOL.EBTABUSH POINTS W,X,Y AND? T4EREM"MNI SA FEBRUARY 43 DIAGONALS CAN THEN BE USED To ALIGN ALL OTHER PANEL JOINTS. 42- S 2004 <1 w . ......... .l 1�••S 'x f ..s r y�. r �l tics 7777 ail I fi:+�{� :;,..;:;•:tip. �:1y}�;�• -�r..�,.. jig 3i s O r•:j{ti^fC}•',:,•.,Z:.vi: R!KC I .1 ~r rR,. r.... gill N 1 R.T�RN AM1R�C M.lr•!W .. . Mc SneuN S.il7.0.[ft 97.�•A7.,R R.AL(tiAL 6K.R+•? q N KIDNEY ROMAN END RECTANGLE Nw!o•.i M aYo i,r�Rllill ao.Iq YMC.Ii.ry.YO r/WIl a>�t ilRg UO.1..t:J' ` �/� �Ql— L-n! N Oj � J OD + � - � � _- 1 [rnw w,,+- smear I 8 4, `v} - ;:;.�::? :'.:v:. •' `i ac l.vR:YI.< a}:"'.:+•: Q1 �. �i�::y; ti�.`�M1ti.�?�;;;.?::::::!::{::j:4:n I •�:;{�;: S•iii.::3ti},Vi• � i �PLTLIIM A1f2 M[ V,w_/w.►. . . e flObL !�s[ l.dN Ir.lt S.F.SUIt,AA[A 44- /u c 4 IGAL a wl,0o.wuiy;Jf.i?�&F.SH►.AA[A 13200 W{.= q 1••. . N h 37-z �.c t+,La�j CZ �x 1 b vN V 4fqss EDWARC(`` E. ff -g )9 K26100 N �EGIST- 5r CERTIFIED PLOT PLAN LOCATIONSrABL , SCALE 40.�. .... DATE PLAN REFERENCE C� `.,� _ •�.S .S�o,by�v .oft, A���tC.,,�36... . . . . . I CERTIFY THAT,THE• ��''� !��.� !^!A'9. ... . . a� SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON AND THAT IT CONFORMS TO THE SETBACK REQUIREMENTS OF THE TOWN OF WHEN CONSTRUCTED. oarE M �G l�99 was, Tr ` Oe- ' '. G� •L f' REGISTERED LAND SURV OR TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel i Permit .'Health Division "` •"' '����"'���'V •` Date Issued ' �r'�0 23 a Conservation Division Fee c ;.�. Y SEEP a IC �'' 'Tax Col 1Z. �` INSTALLED tltd� f T BED STALLED IN MIPLIANCE Treasur — — a- WITH TITLE 5 AN ENVIRONMENTAL CODCODEPlanning'f)ept. � - =- 'TOWN REGULATIC1111M Date Definitive Plan Approved by Planning Board � � *'- Lu �- lL �,r-n —�� Historic)O.KH Preservation/Hyannis Project Street Address Village Owner W;k``��� Address / t � Telephone D S 5 7 ' Permit Request T\eW A\ J, e%Sg— 5 f Y Square feet: 1st floor: existing proposed �j0 2nd floor: existing proposed 1'5"A i Total new t. Estimated Project Cost Z 60 000 ;Zoning District . Flood Plain Groundwater Overlay Construction Type W DOct -Cc'G. , Lot Size Grandfathered: ❑Yes ❑No If yes,attach supporting documentation. i Dwelling Type: Single Family 9/' Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes O No 'On Old King's'Highway:, ❑Yes -❑No Basement Type: l/Full' ❑Crawl [Walkout ❑Other -Basement Finished Area(sq.ft.) Basement'Unfinished Area(sq.ft) V� 0 Lk Number of Baths: Full:existing new Half: existing new !Number of Bedrooms: existing new Total Room Count(not including baths):existing _ F new First Floor Room Count l Heat Type and Fuel: M Gas ❑Oil ❑ Electric ❑Other Central Air: 9/Yes ❑No Fireplaces:`Existing New . Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing -❑new 'size Pool:❑existing ❑new size Barn:0 existing ❑new size <i Attached garage:❑existing N(new size-ZqQ Shed:❑existing`❑new size Other: f' Zoning Board of Appeals Authorization- Q Appeal# Recorded❑ Commercial ❑Yes E No If yes,site plan review'#' Current Use Proposed Use + BUILDER INFORMATION Name De—ki ' Ci MW-0 a Telephone Number. O 0 •Address 11.5 C_(-o M U_)-tL® Q<" License# 01 0 0 1'�' 00CA . me 6_40 Home Improvement Contractor# 0 6 - Worker's Compensation#OJ �% ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO V CcC M0 1,61kA, r Q .o SIGNATURE n DATE ? '" _ .. FOR OFFICIAL-USE ONLY s , 3- vL PERMIT+NO. - DATE ISSUED_ MAP/PARCEL NO. k Al r) r f ADDRESS y f t } VILLAGE _ x°.s J•.,+1 _ ' '"4 5 p... »• , � , 4 t s 1 v _. -.+ e .-L'> ,... 1 '' t j•s { s. t OWNER_ a, ,, a - �" * - A r - ., . �='. 1, *. , yam, „ � ^.• • DATE OF INSPECTION— FOUNDATION ox FRAME 41 ^# INSULATION' . FIREPLACE � ,. i _ _ _� „� �: •_ -,. � _.� - - _ '`A - - � •,. y ELECTRICAL: ROUGH FINAL S PLUMBING: ROUGH FINAL16 ) t - - GAS: ROUGH' FINAL °, 6 �- r f, . FINAL BUILDING , ' DATE CLOSED OUT ASSOCIATION PLANNO. • :. ` ci - E 1 i n } ..o 5 y, - t; - ] i f 1; 4 f f t TOWN .OF BARNSTABLE CERTIFICATE, OF OCCUPANCY PARCEL ID 349 089 GEOBAS-Iff" 25213 ADDRESS . 79 CYPRESS POINT PHONE . BARNSTABLE ZIP - LOT 179A BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT BA PERMIT 44273 DESCRIPTION PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: ME BOND $.00 � CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE Pl .- E _ * BARNSTABLE, MASS. 1639. ED NIP��f I BUIL .(� I IG N BY-� ft- DATE ISSUED 02/23/2000 EXPIRATION DATE "�91 . Iw 1S.r! I't 11 TOWN OF BARNSTABLE ` BUILDSNq PERMIT a PARdEL ID 349 089 GEOBASR`4D— 26213 ADDRESS 79 CYPRESS POINT PHONE BARNSTABLE ZIP — LOT 179A BLOCK i LOT SIZE DBA DEVELOPMENT DISTRICT BA PERMIT 37458 DESCRIPTION 2ST COL/2CAR ATT./4BR/3BA (13EW#99-146) PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT CONTRACTORS: PETER' MOULTON Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: $806.00 ROND $.00 CONSTRUCTION COSTS $260,000.00 i 101 SINGLE FAM HOME DETACHED 1 PRIVATE PT141".1.a ; * BARNSTABLE. • MASS. 1639. BUIL-DING DIVISION BY DATE ISSUED 03/30/1999 EXPIRATION DATE TOWN OF BARNSTABLY N DRES \'79 CYPRESS POINT PHONE BARNSTABLE Z]. -,OT 179A 21S)CK LOT SIZE �i q J.EVELOPMENT DISTRIG.1- SA 37458 DESCRIPTION 2ST COL/2CAR ATT.,/4B1R/3BA (GEWV99--146) I'IW IT TYPE BUILDTI`i�LE. N I Rsw.��I�?EN�I�I, .�?I�P ;� CONTRACTORS: PETER MOULTON Department of Health, Safety A00 'I'rCTS= and Environmental Services ' 0TAL FEES: $806.00 'R CTa N C��S PS $260 7' Off. .t O 101 SINI f E FAA [101.1 . JJ,��.:7,.2"1V1�E i PIZIfid/.C�.frS �.:5#i lG HARNSTABLE, ; 1639. ®� BUILDING DIVISION DATE ISSUED 03f30-11,1299 :EXPIRE.` rota DATE � THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS ZA 2 p60 Z � lam,� S��-� 2 T: .;b 1 `~f'�_ 2,�-if✓.r.�- ?_/'� 2�...,. EA I LoRg /Q4d� �j00,00, 3 1 TING INSPECTION APPROVALS ENGINEERING DEPARTMENT d-� 2 3;<�; p��� BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL WORK SHAL OT OCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSP OR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. _ °7 p BUILDING PERMIT r � .t 1 � � ►���� i HOWES RESIDENCE-BEAM OVER KITCHEN AREA WITH ROOF AND WALL LOAD TJ-BeamTM v5.40 Serial Number:709042101 BEAMUSA 1111 3/21/99 12:30:29PM 3.5" x 11.875" 2.0E Parallam® PSL Page 1 of 1' Build Code:099 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED n: :n e 16' Product Diagram Is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width:8' Loads(psf):40 Live at 100%duration, 12 Dead,0 Partition SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x4 Plate 3.50" 2.307" Left Face 25601872/3432 Detail A3 1.25"LSL Rim 2 2x4 Plate 3.50" 2.307" Right Face 2560/872/3432 Detail A3 1.25"LSL Rim -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. -Bearing length requirement exceeds input at support(s) 1,2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 3360 2882 8035 Passed(36%) Lt. end Span 1 under Floor loading Moment(ft-lb) 13161 13161 19902 Passed(66%) MID Span 1 under Floor loading Live Defl.(in) 0.471 0.522 Passed(U399) MID Span 1 under Floor loading Total Defl.(in) 0.632 0.783 Passed(U298) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL: U360,TL L1240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code NER analyzing the TJM Residential product listed above. 4" PROJECT INFORMATION OPERATOR INFORMATION: 98-1017T LIVING DESIGNS JEFFREY A. BARNABY,CPBD 131 QUAKER MEETINGHOUSE ROAD EAST SANDWICH, MA 02537-1311 508-888-2747 Copyright©1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-Pro'"'and TJ-BeamTM are trademarks of Trus Joist MacMillan. Parallam®is a registered trademark of Trus Joist MacMillan. 4 HOWES RESIDENCE-BEAM OVER BREAKFAST NOOK- WITH 6000 LBS POINT LOAD @ CENTER TJ-BeamTM v5.40 Serial Number:709042101 BEAMUSA till 3/21/99 2:20:58 PM 3.5" X 16" 2,0E Parallam® PSL Page 1 of 1 Build Code:099 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED n n e 14' Product Diagram Is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width:6' Loads(psf):40 Live at 100%duration, 12 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(lbs.) Floor(1.00) 6000 0 7' Adds to 0 SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x4 Plate 3.50" 3.567" Left Face 4680/626/5306 Detail A3 1.25"LSL Rim 2 2x4 Plate 3.50" 3.567" Right Face 4680/626/5306 Detail A3 1.25"LSL Rim -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. -Bearing length requirement exceeds input at support(s) 1,2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 5251 4771 10827 Passed(44%) Lt.end Span 1 under Floor loading Moment(ft-lb) 28192 28192 34954 Passed(81%) MID Span 1 under Floor loading Live Defl.(in) 0.363 0.456 Passed(U451) MID Span 1 under Floor loading Total Defl.(in) 0.397 0.683 Passed(U413) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL: U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code NER analyzing the TJM Residential product listed above. PROJECT INFORMATION OPERATOR INFORMATION: 98-1017T LIVING DESIGNS JEFFREY A. BARNABY, CPBD 131 QUAKER MEETINGHOUSE ROAD EAST SANDWICH, MA 02537-1311 508-888-2747 Copyright©1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-Prolm and TJ-Beam' are trademarks of Trus Joist MacMillan. Parallam®is a registered trademark of Trus Joist MacMillan. 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MEMO n W� 6I 1 u■ ■■■ '■ :gym n■ !■n. m ■■u � W W' ■n m WI; W�',WI W' _ ■ -� OKIN i GMERAA NOT-. . SLATERS'PAPER 0R'T1'NECN'TO BE USED ON ROOF'AND SIDEWALL 2. BASEMENT UTILITY NINDOWS AS PER STATE BUILDING CODE.=OF FLOOR SPACE D. PR M CUTTERS AND W POUTS AS REOIRRLD Y A. PROVIDE FLASHING ABOVE ALL WINDOWS AND DOORS • / - 5. PFOV,DE CROSSBREIGNO O MOSPAN OF ALL JOISTS AS REOUIRED r-Y �'nm EPRDD Vj1NS 9v. AE'ti - _ }�- S. DWBLC JORrS UNDER ALL 7QONS AS REOUIP.ED `, . D ZHES`-'EgnMB,SED• -r 'Y "I — I T. ALI-:SNARE ro BEE Z.SO As PM rr iE euea«r cox e. ALL CONCRETE TO BE 2.SOD PSI Ow. - — B. THE DESM A ASSUMES NO RESPONSIBILITY COMIY FOR THE RULE UCTDN. 1p- . THE LAMER AND CONTRACTOR SHALL COMPLY E AN A'1 RULES U RECt4TgN5 IN THE Ml.STATE BURDINC CODE AND LO.'.LL RELVL 11ON5. ±Or- F Y�. b N� - I t - I �1 Of I 7 y 1 •r l t I I ff-T v�A• , T s ., . ... . . _-_- _ ;- ------ ----------------------- I ,,I. _. Ilo ' '�.m�m a'.,°Y�••m � I-rT � I- � J ^ � P I T c N 1 Ii _____________________ _ ______-___--____ I II L v __J 1 w I I II,I. 1 11 IU------------------ f I 11 II P I T C H I L M I N. I 11 I1x I 110 II III ------------------------------------ t� p; ID E-�� FI p� I PLAN SC14" DAi E:c_ o PROJ� - LII p\\�N/J// IIINIn\�I'"Cyl"W=,1 6@NI IHII��-I ` A � FOUNDATION PL/"�N lI4" = 1'-0" ,_ MAR B-,D,7t TRADITIONAL COLONIAL SHEET®: EDP ROF A. NABY,UIL CPBD ® BILL & CINDY HOWES °"""�D6°"�°" A— 2 CERTIFIED PRO:ESSIDNgI BUILDING DESIGNER �°I"'F,,,,; H`'�' . '� °�"a I,B 131 (?W.KER Yi_ET!NGHOUSE �qST SANDLIEH, l;q. CUAd 1L4A(1UID MA. iEL.m,0E-B66-E)<i I TRc (= LOT 1 79A, CYPRESS POINT _ _ I w4 orsva wmrt ro ne:rw yr.s.:. OF i O' p p BREAKFAST � b. 1 .\11 II ❑' i p N.. BEDP.00M LIVING = KITCHEN �i FAMILY ROOM - �i v - E s � ___rw.I.0 b b �\ �`b :_r .`�4_^.•Tr_Ic• ;� � p Q --------_ li •re, ESF IANS.a1.�•(",�' ��,,,,,,���1 t Y - � �•ANY tdC� 1 A � 9/2�B .a i BYFPD NISH�1, b. 1" o�c. - _ "K I I A c N — — 1 M. BA FOYER04 I1. IIJ•IfJ AL 1 UILD i 0 • 8 b E Y -L—SY Q /•��TOCALUI.T IE DEA �P;E '/•��' ab '! / I ^.�I v'9 (,TN PLAN .•OTC i W •'�( a�10E AL5 GE z I 1 1g 0 1 I o+r �py���//q///J�1 IIII����'''' pp II��\\��pE��� @COPYRIGHT 199E - LIVING DESIGNS b-! L .. o+o+++ + +•m lc l' \Y E+ N DATE: PR0.1. €: e I � FIRST FLOOR PLAN 'ie'''�-O' 19-MAR-99 es-ioi7t /� TRADITIONAL COLONIAL SHEET C: JEFFREY A. BARNABY, CPBD R BILL & CINDY HOWESoaoe �Qa+srram«¢rrs A-3 CERTIFIED PROFESSIONAL BUILDING DESIGIJER B D ew•wl. wa•.a+,m 131 OUAI:ER GEETINGHOUSE RDAD_EAST SANDV9CH, HA. CUMMAQUID MA. I .� •�-m r�. 5oc-asa-.a� LOT 1%9A, CYPRESS POINT "" + •'» -"o M DF i TT- COMPUTER 1, - v BEDROOM ¢,'t LOFi LIVING BELOW 7 I / ---------________________J .. . . _ _ •O d't I .3A.TH C DAR - I •� ` i CL" SET I I n I w BEDROOM #2 q -- � ------� " rd li FOYER.BELOW BEDROOM 13 ITT ILI r I; ' -(""w')• 1 J •• REPF 0p1�i PNS T )f SH SE\ NS}tOH181SE0• I�.h. �81.,1 Sl0 I I � • PN MEA VIOLA I� - - r 8Y F OER ti�,Ll,i�8V FIT1E5 pP ••.U I i • Y H,•� u _VA VV- OP ud`,� 11 Lp1N i1 �� • I _• 4 PER SE pFFEN . Q 4 .. •' Sp 57p0,1y 9ESFONER TO ' �./ 'I .. , �,^•. GOgSA C ItLEGA1. N1E.. .•�Q II av nna uc.c.nu.s v.v. V I FI IMIS P� •O v�<<EGAL S i L„, ..��S D E M��E+ C�„ � � SCALS� DATE: PROJ. #: U\\\�J���/ I SECOND FLOOR PLAN '/".- -D 19-MAR-99 9s-,Ont TRADITIONAL COLONIAL SHEET @: JEFFREY A. BARNABY, CPBD n ® / of 06O'.— CERTIFIED BILL & CINDY HOWES a*�_��q A-4 CEP.TD-IED TIN HCUSE AL BUILDING DESIGNER I'1 DUAI:cP. MEETINGHOUSE F.DAD,EAST SAND4�CH,NA. CUNI,AAQUID NIA. mYC� •-�m°"�M J �• EL. sas-ee>-e�, LOT 179E CYPRESS POINT w,w—nm,,� �T;;m OF J 3 - r MSULATION NOTES 1.)ALL FLOORS BELOW HEATED SPACE AND ABOVE UNHEATED SPACE TO BE INSULATED WITH 9•R-30.F.G. INSUL LAIN. - =u•x x.ass¢rXwm 2-)})ALL CEILINGS BELOW UNHEATED SPACE AND ABOVE HEATED SPACE TO BE INSULATED WITH 9"R-30 F.G.INSUL MIN. [u xua tons roar•.vnw 3. ALL EXTERIOR WALLS ABUTTING HEATED SPACE AND UNHEATED SPACE TO BE INSULATED WITH 3 1/2•R-15 F.G.INSUL MIN.UNLESS OTHERWISE NOTED - 4. (OPTIONAL)ALL HIGH SOUND AREAS I.E. BATHROOMS,T.V.ROOM k KITCHEN TO BE INSULATED WITH 3 1/2"SOUND INSULATION - t� I �i 0 _ b b R<TH _QL RmRnoIle I M - ar,.eR 2 X,2'S n t•0.0 I ITS n+C gyg MASTER BATH x NgCTCF P[T)ROOM - - ,•svR'IV Nf P.00M T y a 1r 1-,a rA aul - 4 I7R A.••,.s w..os su.m uc zm+..tt1m .o x.[m � xi.•.�e� I I +t'or. u•i au m.,m.r 1 b rt mxomw sub /a,/[y m.:wm mm mw.x f� _ o�'rwnn>+eeu a,?.[ac nuC tiara m.m(rtM fi/S-M[NT / e.[.au ,m[.c.H cyY•,_••o.[r,.uas�-. m[.•vs sort rr M K-o-[.•,C o.c n'ous J Is / - _ i- SECTION A _ SECTION B I I P f EIJERGY INFORMATION ,:r 1ST FLOOR GROSS WALL AREA - 2D3 LF. 10 '+030 S.F. (2 x<LONSTRULTION) - vraxamo 1 76 LF.• 10. 180 S.F. (2 X 6 CONSTRUCTION) 2NO FLOOR GROSS WALL AREA ^m4 146 L.F. 9 1314 S.F.(2 %4 CONSTRUCTION) ¢ - 18 LF. • 9 - 1C2 S.F. (2 X 6 CONSTP.UCMON) xxo Rnox ans+c.Ru.muss. {� am r/a• swn.nR ms.1 rmT noa+ux,c A�.mm�sF. ae.mc.rr oz riC�RnOR C.E'A•G(xnt CwptfD a 1+0 rU)nMJ.I¢A.9 t 9 SF- GROSS WALL AREA 2 X 4 `344 S.F. GROSS WALL AREA 2 3 42 S.F. NET MALL AREA 2 X fi e 342- 174.7 167.3 S.F. -------------^•..,,^ _�_ =-+e-i�f' ox,o sew NE7 WALL AREA 2 X 4 e 3344-E35.17.250E.E3 S.F. il;l i!ii'i • i� • O N D 0 W S x T E R 1 0 R D 0 0 R 9 111 1tI �;III �1111 P� FAMILY ROOM - /49 m.1gY� - _ illi 11'rif`,�"✓.•ANV MEANS�f�N 110E lili �iu� • gV fEOEPAI i �( gV 11��1 .•�x r�A, i1�1 ARE PUNISH{ _ 1TE Y Ar_s n+c•ac=� N�H6 DESIGN -_ _ 'v �. p 1n•- of B,n . z Q.x FFENSE NOTE ALL WINDOWS @ EXI,DOORS TO BE LOW-E GLAZING +oos.e7 sr. •• 5100 a0i i EV.O PTO • �a 1r'o,.: "m n,r1 TOCAII THE 51GC ,vTER10R POOR. SCN-yEp1.J 1_E 1•� �gTA1NL)1A1 C1lF 1•:.� ,/J • DT ��T\,7g�/��I7�I� I��-�� ry�=l SCP1_-'_: DATE: PROJ. t: L ®U// IIINIII `TI DES�Ill col �ie'li,,•`� BUILDING SECTIONS lRADITI N 19LMARIAL ? III: t GGG !!!»> Lu l� I'� E�� VI TRADITIONAL COLONIAL sH`-��'- r JEFFP.EY A. BARNABY,CPBD D ! u"'s° t°r+ '"� CERTIFIED PROFESSIONAL BUILDING DESIGNER BILL & CINDY HOWES M.•c o6vE.xtv®rNr�a9x�¢ ���JJJ 1S1 OUAKER MEET]NGHOUE ROAD, EAST SANDVRCH,MA. CUMMAOUID MIA, I mom¢z�+.'+t���^o�[�'°� rL. yes-6E5--:57 LOT I79A ;,)'PRESS POINT i. I I I--IEApER SCI-i EDUI-E TVPIck, IDMeRi NOTES STRUCTURAL NOTES 6wMRm°ww Grtr SIwRmRG r Si°Rt.BP2 ]uAaO[R.G oauoc •mtYJ15 .. 1.) ALL LUMBER TO HAVE A fb=1,100,000 "¢ Y 2.) SILL ON MAIN DWELLING TO BE P.T. 2 X 8 FASTENER SCHEDULE FOR STRUCTURAL MEMBERS 0 L. 0 JO IOCAI 1 O 1 P� • a .�� SiIJD TOT UTE � ..16 UB S AC MALL 10 O 6 MIN. �.w.u.. rn ri..u...... • � - � vm a•.•uL rr m.•,m R �I - - BOXED RAKE. DETAIL CEILING J051S TO PU i0E PUTS — 2' BUILT—UP CORNER SftNS l0 O. - -' 0 Rip VERS MI . TSB Rr� - 'P 1. I I• M ifLNG i0 STU DGP<_ O R 0.. SNER NINE 0 _ BD O,< P.C. i w{�p %S NoT RNES\S H9P WS A J �O \ P i�' I I I I (/� • p��pN Epp f qy FAN E r."--" I =• 9�FF.,O,,,n�F\\'N' � �w G Ee � - - i i I I I j � • P„C`V G� �. I I �d OL 4 T7 — IP , 1 n / A H n I I j _ J III I � � T I I 1 32! Q 1 2 it's 16 DC I I t R 'r' $a I J �\! n h I l rTl SECOND FLOOR, FRAMING PLAN ROOF FRAMING PLAN i r' PROIJ V N'G-t; D E S Q �5 e FRAMING PLANS TRSCALA. DATE: SHEET J: 3/16"-1'-0" to-MAR-99 95-1017t TRADITIONAL COLONIALSHEET S: r JEFFREY A.BARNABY, CPBD D BILL & CINDY HOWES CEF.TIFIED PROFESSIONAL BUILDING DESIGNER 131 QUAKER MEETINGHOUSE ROAD,EAST SANMCH,MA. CUMMAQUID MIA. nor •n:r®w®® LOT 170A, CYPRESS P011'4T �`"�"'>o+°'`•"•""`�r'.•'0 ,•� of 6 c MAScheck,COMPLIANCE REPORT Massachusetts Energy Code ( Permit # MAScheck Software Version 2.01 Release 3 I I Checked by/Date I I TITLE: traditional colonial CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family; Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 3-22-1999 DATE OF PLANS: 3-21-1999 PROJECT INFORMATION: BILL & CINDY HOWES CUMMAQUID, MA. LOT 179A, CYPRESS POINT, COMPANY INFORMATION: LIVING DESIGNS 131 QUAKER MEETINGHOUSE ROAD EAST SANDWICH, MA. 02537 1-508-888-2747 NOTES: 1. ) HVAC SYSTEM TO HAVE AN AFUE OF 86% MIN. ALL FLOORS ABUTTING HEATED AND UNHEATED SPACE TO BE 2. ) INSULATED WITH R-30 F.G. INSULATION 3. ) ALL EXTERIOR WALLS TO HAVE HIGH DENSITY R-15 F.G. INSULATION COMPLIANCE: Passes Maximum UA = 760 Your Home = 740 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ----------------------------------------------------------------------------- CEILINGS 2159 30.0 0.0 76 CEILINGS 519 30.0 0.0 18 WALLS: Wood Frame, 16" O.C. 2508 13.0 0.0 206 WALLS: Wood Frame, 16" O.C. 167 19.0 0.0 10 GLAZING: Windows or Doors 925 0.330 305 DOORS 84 0.280 24 FLOORS: Over Unconditioned Space 2159 19.0 0.0 101 HVAC EQUIPMENT: Furnace, 92.0 AFUE -------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design to s pecified in Sections 780CMR 1310 and J4.4. Builder/Designer Date 73`Z Z5 r,- "b Y TITLE: traditional colonial MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 Release 3 DATE: 3-22-1999 Bldg. l Dept. l Use CEILINGS: [ ] I 1. R-30 Comments/Location [ ] I 2. R-30 Comments/Location WALLS: [ ] I 1. Wood Frame, 16" O.C. , R-13 I Comments/Location [ ] I 2. Wood Frame, 16" O.C. , R-19 - I Comments/Location WINDOWS AND GLASS DOORS: [ ] I 1. U-value: 0.33 I For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] .No I Comments/Location DOORS: [ l I 1. U-value: 0.28 Comments/Location I FLOORS: [ ] I 1. Over Unconditioned Space, R-19 Comments/Location I HVAC EQUIPMENT: [ ] I 1. Furnace, 92.0 AFUE or higher Make and Model Number AIR LEAKAGE: [ ] I Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. When installed in the building envelope, recessed lighting fixtures shall meet -one of the following requirements: 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed' or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated, in accordance with Standard ASTM E 283, with no more than 2.0 cfm (0.944 L/s) air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure I difference and shall be labeled. VAPOR RETARDER: [ l I Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. I MATERIALS IDENTIFICATION: [ ] I Materials and equipment must be identified so that compliance can I be determined. Manufacturer manuals for all installed heating I and cooling equipment and service water heating equipment must be I provided. Insulation R-values, glazing U-values, and heating I equipment efficiency must be clearly marked on the building plans or specifications. DUCT INSULATION: [ ] I Ducts shall be insulated per Table J4.4.7.1. I I DUCT CONSTRUCTION: [ l I All accessible joints, seams, and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air, shall be sealed I using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be I omitted where gaps are less than 1/8 inch. Duct tape is not I permitted. The HVAC system must provide a means for balancing, air and water systems. TEMPERATURE CONTROLS: [ ] I Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating I and/or cooling input to each zone or floor shall be provided. I HVAC EQUIPMENT SIZING: [ ] I Rated output capacity of the heating/cooling system is I not greater than 125% of the design load as specified I in Sections 780CMR 1310 and J4.4. I SWIMMING POOLS: [ ] I All heated swimming pools must have an on/off heater switch and I require a cover unless over 20% of the heating energy is from I non-depletable sources. Pool pumps require a time clock. HVAC PIPING INSULATION: [ ] I HVAC piping conveying fluids above 120 F or chilled fluids I below 55 F must be insulated to the following levels (in. ) : PIPE SIZES (in. ) I HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2.5-4" Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 I Low temperature 120-200 0.5 1.0 1.0 1.5 I Steam condensate any 1.0 1.0 1.5 2.0 COOLING SYSTEMS: I Chilled water or 40-55 0.5 0.5 0.75 .1.0 I refrigerant below 40 1.0 1.0 1.5 1.5 , I CIRCULATING HOT WATER SYSTEMS: [ ] I Insulate circulating hot water pipes to the following levels (in. ) : PIPE SIZES (in. ) NON-CIRCULATING CIRCULATING MAINS & RUNOUTS HEATED WATER TEMP (F) : RUNOUTS 0-1" I 0-1.25" 1.5-2.0" 2.0+" 170-180 0.5 I 1.0 1.5 2.0 140-160 0.5 I 0.5 .1.0 1.5 I 100-130 0.5 I 0.5 0.5 1.0 �, Oil ,� ----NOTES TO FIELD (Building Department Use Only)------------------------- EL.,.. /?�E'ET�a 4}s�Ya J�it1E TOP OF F Ltr�a7 � yd�sts +�nr Wit(_ SIl> Z?61 (GUNDATION 725 0,- .-E,x1ave£z> "vz> W/77✓ Geer/ �,� •CONCRETE COVERS •` 4"CAST IRON 9r� 0d i 9-'MIN . LEACHING TRENCH (/)REQ. } i( 1 . OR SCHEDULE 40 4"SCHEDULE 40 P.V.C. (ONLY) P.VC. PIPE Mllb). PIPE-MIN. 1/8,1- 1/2" WASHED STON 36" MAX. ,., PITCH 1/4 PER:JFT. PITCH 1/4 PER.Fr. E 2rI .-w .< .a - <. 'tom ••' -_ T1` 111111 ..' Bpi O,p,Q,,Q �r�r-11I;? ,dY --tll�� 4n s - �� i•. INV T GAS BAFFLE-v. L—J t S C7; Cl-��-.�, ,n-; EL °. INVERT ., O E INVERT q� 'a�Ct� [�� Cl �h C], b,• 24 / SEPTIC TANK EL. $:6j EL87...4 �' / >. INVERT / o �a.d�C7;Cf.;C�' d C'D�C]�D% / •- �38 9 •... . ... GAL.. INVERT DIST. INVERT �� � „� •° J R„8S L 1 ` ' ! \ \ '•, EL.... •... 87,53 BOX Precast 500 Gal..Leach 3/4 -I I/2 -•/ • 6"CRUSHED STONEp '. Chamber Et. . I �. `` �� / �' EL.. (3) REQ. WASHED STONE ` ' NoAfE` \ �- t `�\ i pg i i ' !1 7•j' L ' /.S ,—. ' c H Z - s� PROFI LE OF GROUND WATER TABLE SEWAGE DISPOSAL SYSTEM TYPICAL CROSS SECTION SOIL LOG LEACHING NG TRENCH i �"/ TAp c3/=�,GaP4S 73 OATS 1,.{y�,��y8 TIME . :��"°c' All NO SCALE r �T7Taws f .. 9c -NO / TEST HOLE 1 TEST HOLE 2 ELEV. 8,.8o ELEV. 4°-.' °.. DESIGN DATA . "v8=In� !, NUMBER 0 BEDROOMS \ - _.. .. Z" �' pEZ,BGj 6.3 ZK l + o EZ ga,23 S - 1 2r BC�✓cf/ r/ . . . .. GALLONS DAY A,. TOTAL EStlhtl�TcD FLOW � a / •--' ; - 8r, L a 2''f �7. 7i� t EZ,$�,'�o c �Z 8 f R�• .,'Q��•'�•, - '� r, >< BOTTOM LEACHING AREA ...... :..... SO.FT./TR-NCH 9/* e. L7: ,Q..r „ E c - 24 SIDE LEACHING AREA . . . .3Q.FT./TRENCH//.77,/ , ,. o- � .. /Va k� c � c O 1s.},�o C pot6- f4- GARBAGE DISPOSAL ... . . . . ..(50 Io AREA INCREASE) ' LG-2J .H TT�6"JN C� �('F>T7G ' > s.4r�C y¢ s t �. CoBB S TOTAL LEACHiNG AREA . .. . . . . ... ... SQ.=T. ( y I w r / - G/ /2 } c�Z$/,80 '.92.40, t cQu� 1 f e�yic PERCOLATION RATE` • ''.r3. 771A-0t 3Ki.uf'PER INCH y heD, Z 7 h- . . r ( \ \ ! c - PERCOLATION -- /y - P s- -T4114D LEACHING AREA P:R P_RCOLAT ION RATE,..... ... SQ.r'T�C. .D 71J \ I foyR �/ srva GROUND WATER i..3LE 2 15' r , Z a.7G,g ,0 &Z.78,40 APPROVED .. . . . . . . . BOARD OF H`-ALIH 4...K'ATER ENCOUNTERED DATE . TN ri AGENT OR INSPE_i0R �`�' 9�y WITNESSED BY : �� s BOARD OF HEALTH T" 0 r DSP�' 7 • ENGINEER Cri!yaaq �er� ,�,* s R Q 3 /�c2� S ✓ a ' PE71 T LONE �,, ,� wALv �! u l ✓ / I ) / R r 1111? i 1 T _ P1_1 154 r � tj l 1 C 4 o OF q EN¢!'tRD yGJ, _ �z�` { c-��,,,2 /,/ ✓F� :M. j�'"✓ )".,./ . tx.���! - w - l' t - --'C•> ._ o w QQ f •° �1,/ j� ,.,,,,'�. "+.: / - �v �1 - - - -. .'� •.`v.:` :'lf^•�'`~ �f'L=•ice.L. G�` a EL LEY No. 2Si0D f to,� L LO