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HomeMy WebLinkAbout2004 Jul 12 - Sign Off Transmittal Sheet, Plans - Replace Deck with 3-Season Room _ .,_ ,__ __ � _..--� �., r _..�_ v. . ._ _ . . -. �. ,,. ,. . . .�,�-�--�_ - �. , � . .. }o�•Y�,� �/, �j t) TOWN OF YARMOUTH � � �� G"I BUILDING DEPARTMENT O N �,""'���'��:�� BUII.DING PERMIT APPLICATION DEPARTMENTAL SIGN OFF TRANS AL SHEET Building Site Locetion: vl/ Map No:�_Lot No:�� Pmpased Improvement: `� / �' yt �t�.-u .p�,�'� , APPlican�: �,' df�5- 8 Address: " � TeINo.: �'��—��0% F'iled: �(� The Building Department will be responsible for ass'�st g t�gpplicant by dispatching your plans a�or applicariaa to the following applicabk deparhnents. RESIDENTIAL ANDlO&COMMERCIAL BUII.DING WATER DEPARTMENT: Detesmines Compliarice of Wahx Availability aad a�existing location ENGINEERING DEPARTMQ�Pf: Determmes Compliance for Par1�g and Drainage. CONSERVATION COMMISSION: betermines Compliance to WeHands Acts;i.e.,If Lot(s)Border azry Type of Wetlands,Sueams,Ponds,Rivers,Oceans,$o�s,Bays,Mmshland,Etc HEALTH DEPARTMENT: Deteamines Compliance w State and Town Regulations;i.e.,Requireme�ts For S�tage Disp�al end other Publip Health Activities. FIRE DEI'ARTMHdT: Dete�mines Compliaace to State a�Toan Requir�ts for Pasonal ��Y,�P�Y���;ie.,Smoke Detectas,Sprinkler Syst�,Etc. ---••--------------------------------------------------•----------------------------------------------------------------•---------------------------- REVIEWED BY: ✓�L � WATE$DHPARI'MEAPI': DATE: N!A � � fE� ✓r2. ?AR�FF: DATE: N/A 3. CONSERVATION: DATE: N/A G� C�S C5' � O M DD Yd. HEAI.THDEPARTMENT: DA1E: I G N!A 1L n l 7nn4 HEALTH DEPT. 5. WIltING INSPECTOR DATE: N/A: 6. PLUMB]NG INSPECTOR: DATE: N/A: 7. FIRE D&PARTMEN'1': DATE: N/A PLEASE NOTE COMMENTS: RECEIPT OF COPY: 3IGNATURE OF AYPLICANT: DATE: wn�x�orr-��s� - �aws�-a',�nevc - Y�.cApr-�� - ��wv-�os� - c�a�a-F�n�uc�n . ��P�S� � � ' x t�' � —�i��.-5'6v� �\,�'��V"L � �,(, cC �CckU ��.� -L-� ���cL� �,ti� �X���C�C�, 100.00 ,� f d�, � � h M `,�JJ� M 3�c�"d. 4 I F��h � / --_—�I� ":120 ` �� / � : � � .�DECK �:.� BH O O O O O� EX. � a - DWELLWG C 2L37 / 18.D MAP 76, PARCEL 125 � �t8 WAGTAlL LANE .; YARMOUTH, �viA "' 100.00 I S�DRAWN FRO;dSASWBUIIT �IAGT.A�� LANE EX.T DWELLING AREAF i4i8 S� ON FILE AT THE TOWN EX. LOT COVERAGE= 74.2% HEALh! DEPARTMfNT CER TIFIED PL 0 T PLAN HAUSER RESIDENCE 1 CERTIFY THAT THE /MPROVEMENTS SHOWN oF u �8 WAGTAIL LANE HAVE BEEN LOCATED W1TH AN lNSTRUMENT �,P``N Assq� YARMOUTH, MA 3 DRAWN: RBS SURVEY. 02 ys DA7E JUNE 3, 2004 � ROBB � SCALE:1'=20' p��Pp 0526 o SYKES -' f � NO. 354�8 `� EASTBOUND �� ��,`�e� � � � LAND SURYEYIIVC, INC. �`� � ��'`a� i �;��sJ�' P.O. BOX 442 ROBB SYKES, P.�S. DATE FORESTDALE, MA 02644 508-477-4511 � v - { yl. < y � 1 VS��`l'����t s �t�ti��`+��'i'it-.4� , z K .a '' '�.•,t i +, a�R�� j�°s�T;' - j u t4 �a �}��w=.?J� 1 ' . .� a� � . ' F }�� )' qR a t �' 1 a<SJ�!? � t ' . .,: 4 - ,. � {a r a '.�^" } ;.h,�q+r^�, 'c '� " ° � .-•`�194tt�F'?�'t�e �i9 �: �y�3+:�.a��; � �� ; . .. .._ _�. ;-, ... `, ♦ °'��S}i,�i�i,� Jhv } �..e A y��.�YS� S` ' , , . .♦ , . r -c �'_ . - _. �:y GhLr i� K w t i��z3 ai j��{ �� � • .h � i r ' ` _ � _ . . .� . . -' ..�. . .n� .. � . ' ��..� f ,.' :. s! :..:. . . . . � � . � . . . ! i.1•`i 'i �t . . . " �. . :. . . " . - �.. '. . �..'.� • •u . . _� .� . . _.. .. .. . . _ . .. . :.• � ..., � . .. .. � . � � -.. . . .:. . t �.'`1 � ' r .� • l� . . . . ' . ... �'.i:. � . . � . , LOT � �',;1.�. NiDRESS � a�x.�nc /L ; ,��/ �..�. � . �Ctit�St � OGINERS Nl1,P1E:.; IiaS'-�i �/a 2_ SEWAGE PERMIT. NQ : ' M�`� NEW: REFAIR.� ��d .- � S � Z DATE �ISSUEll�:1I/ � ' ��TE i�tSTAL�,ED:_�� IP�STALLERS NAME: �,,, � ,� ,� , ��''.'� ) r INSTALLATIbM OFe �T ��y�?•� - WATER TABLE:. FINA3, TN�SpEGTION BY:'�_ DKAWING dF INSTALLATION .ON„�EVERSE' SYDEc� � � � .,,; - . : � ..<< - _�_._,_ _ . _ : .'...��-�•.:-': =_ �. _ ..., "_ ---�`Y . } ��� °s' _ _ � , .o ' � �� G t _ � . 5 . ' �, ��- �'°''�- -1����v� � �/ � � ":, , �z��1, __�__ --- M1zo�,� �e �~ �a� � $� ; ,�. _ _ . ,���,w�j � �a �� �e._ .�� ;,- ; . ._._ . . i � � �����r�� , ��a°y�'3?_ 2"x8"LEDGER WITH J0157 I �����"�" $ HANGERS SECURED TO . w � STRUCTURAL STUDS IN HOUSE WITH 1/2"x 5"LAGS WITH 6'EXI571NG _��� _,"` WASHERS�16"oc I, EXISTING HOUSE I�— DOOR ��r,s. "` '"" M . '� 3/4"T&G PLY OVERLAY �b-�' � DECKING WITH VAPOR BARRIER , � '�` '*. - 2"x8"TIM6ER J015T5�16'bc '�, "�`� ��� w�� NAILED TO DECKING ALONG � TOP ED6E i i � �t ( , �'.�g�..,� �, 0 �,�:,;;-; 2-2"x8"TIMBERJOISTS j - NAILED�24"WITH 12d NAILS �', 3-2"x8"TIMBEfC J015T5 ' �- NAILED Cr.D24"WITH 12d NAILS �T'� WITHJOISTHANGERS � �`µ '� ��; CONLRETE F0011NG5 � IF OTIN "A" � �(SEE NOTES 4&5) i � � �.� �- � � � � � '� ,' 6'-1" si.;.���- _6 1 .... �*�j, ': .�, i'. a-c^a'e R�G�RAMttJG PLAN I �3 r�� � I ���r i i 3-3/8"x 5"LAGS �I' 6"x6"TIMBER P05T I�i (NPICAL) 51/2"x 5 7/2"SIMPSON ! CONNECTOR CBA66(NPICAL) I GRADE(NPICt�L)—► � CONCRETE FQO`�P 1-5/8"x 4 3/4"ANCHOR 60LT FRp6T:N�. ��' i NOTES: �ae �E�wGRade) ' I, 1.TIMBER DE516N 5TRE55'ASSUMES: � " _ TYPICAL P05T DETAIL i I SPEQES:SOUTHERN PINE N0.2 2"x 8" � ''i BENDING STRE55 Fb: 1,200 P51 - � I COMP.PERP.TO GRAIN: 565 P51 � `�:'. " I COMP.PARALLEL TO GRAIN: 1,550 P51 � �6.FOK DECKS WITH A FINISHED FLOOR LEVEL OF 30"OR SHEAR PARALLEL TO GRAIN: 90 P51 � " GREATER ABOVE AN EXiEKIOR SURFAGE,CONTRACiOR TO �. MODU W S OF ELASTICIN: 1,600 000 P51 :� "' PROVIDE NEGESSARY KNEE 6P.ACING AT ALL VERTICAL P05T5 - EXTERIOR LUMBER SHALL BE PRESSURE TREA,�E� ' .. . � TO RE515T LATERAL LOADS AND FALL PROTEC1lON PER LOCAL CODES. ��, 'PUBLISHED IN 1991 NDS"DE51GN VALUES FOR' ' , 7.PROVIDE MIDSPAN BLOGKING FOR ALL J01575 HAVING ��, WOOD CONSTRUCTION" _ -� DEPTH-TO-THICKNE55 RATIO EXGEEDING 6:1. '��, 2.DE516N LOADS: 8.CONTRACTOR TO PROVIDE NEGESSARY STRAPPIN6&TIE DOWNS '�, PATIO DECK:LIVE LOAD=40 PSF DEAD-LT.1AD'=10 P5F TO RESIST WIND UPLIFT. ''�� PATIO ROOF:GROUND SNOW LOAD=30 PS�DEAD LOAD=5 P5F 9.DRAWING 5HOW5 MINIMUM STRUCTURAL REQUIREMENTS '��. � 3.AUT}10PIZED FOR BETTERLIVING DEALEP USE ONLY. FOR DESIGN VALUES SHOWN. �. 4.REQUIRED FOOTING DIAMETEK: 10.GONtRACTOR T0 WSPECT ALL EXISTING CONDITIONS � AND A5 NECE55ARY REPAIR AND/OR REPLACE ALL ��, 12"DIAMETER FOOTING FOR 3,000 PSF SOIL BEARING. I '�, 14"DIAMETER FOOTING"A"FOR 3,000 PSF SOIL BEARING. MATERIALS AS REQUIREO TO RENDER THEM STRUCiURALLY i �'��. 5.FOOTING DESIGN ASSUMES: SOUND AND COMPLETE. '. FOOTINGS SHALL EXfEND BELOW FROSr LME. il.SrAIRS 11'TREAD ' CONCRETE IS TO HAVE A MINIMUM COMPRE551VE 7=3/4"RISE � �. STRENGTH OF 3,000 P51 AT 28 DAYS. , fi. $�st �f i}�qy, PROJEC7: DRAWN'BY�JJ � �i- �rf� cy� HAUSER q > q > il ��„ G.,AIGJ. !� 8WAG7AILLANE , . IOXI� -� DECK ; . m 1.. cn ,. __... PW�:�: ,0.: -. . , . ._ ._.�'r.N. '� JOSS _`��� WESTYARMOUTH MA02Q�3 o ,�t�' 'deckTP.e12-haueer ��AMING PLAN �; SiRUCTURAL ,.:`;. ':�. , 49324 fF CONTRACTOR a , SCALE:i/4"=1'-0" I; ', �`°F�F�,S�=°`w°%'° BEnER�"'���,��°" �a: FO(� 5TUD10 ENCL05U1ZE � ! v:�,�A�.�'' - 78TURNPIK��'D �;af DATE:6/04/04 '� WESTBORO,MA'�Q'f�1 � ,,, 6 � ------ -------___- -----___ —_ EXISiING 6'�OGR--� FROM N011`.E / `� � 7A'CPOSEv NiW YJECK 10'XI2'(N'P�OX) � i.ZX81'i FP.AME c 16"GC. 2 6E7GER 60LfED I/2"X5"6PG5 24"O.C. ' ���� 3.,XJISf HANGE°5 60M ENDS �G' �`.�/'� .� 4.2X81'i iKIN E EIJD EEAM:I�JJEM 5.76l 51�JOISfS �I 6.C 3i 12"B X 48"17eEG PIGS W/ANCNORS ''., �,3/4"f&G GlY O�k1AY 8.6X6 705i5 � . � 9.STN�S —b'-I" : 6'-P� 10.5/4"X 5"Pf DECKMG ON SfAi!?5 — 2'2" 1 �. �— PR01'O�EV'15E4`vONf'02Qi _-___.___ 10'X IZ'(N'pROX) ) SfUnIG S1YLE ENG.OSII� � � i"Ep5+ N KOOF SYStEM / (10'S7AN) / / % � / i IvEW 6'DOOR-7 NEW 6'D0�j rnOP.^,pORCN �_.._' Gn"OM PORCN �- (NOf`�101MJ IN Pr115 VIEW) �� —� i .�I'� II II� 11TI. � II�I'�II�l II �� �' 71 p�Ij=1 fj�¶_II IL–�I L–Illdll� �, �II�I II�IL=11i_�Ipp tlIL=111�11�1f3 E� � �IOII-1� q11=11L–I� � IJIHII– �II�� �11=11.� L�Ij�I�"�II- f=1Jj�I�IIJJ 1il=11=� a�" .iJl1_i�11-1J L=�_�11�111� '�1i-11�1– I– �Ti�� �,�ii � =� �Ti�ii ien� �Tia � .�ii_��, i �m_iii-p��i,u��lFl.u,–� -IILLJ LJ-���-��� LJ � �I LJ � ' �• t� SiNK 5PEC5 � � II"iKi?17 7-3/q��Rlk r� � !'rolect: „ Scae: l/8"�I'_0" 17ra,vi.% . P etter ';��r,� NAI�S�� ��SI��NC� SUNRO . BW������� �-� . � y ��� �Si YARMOIJf�I.MA 02573 � 78 TumOike Roatl W ' 41581 . Phone(508)870190Q',�a��a�p.nss � � 7ate 6/2lOtt,: Sn;etlof`I �! LAYQUT f'LANS WALL SECT(C?N� EXISTIN6 6UIl.DING � � _ /////////_/�(�l/11LU1l,/LLl.G � I . cn cn 6P' T' 57� Si' `T' 5'T' -�, gs �M,�> �""°,�> I �' � � D c� � :- � � '. . . ' o � � �.:� Z .. � .. ,. � D �; � � 5ruoio sice wA�,�tn� ( ) , � � — STUDIQ 9iGE WA�I C , v v o � __ � M F A�SEM�LY D�TAlLS I 69"x76"D 69'k60'W ��..� � I.'h���97 81�� 9"'.,�^ 5EE AILOWAB4E LOAD ��i , I B'WR(.L.. (Mp,%} g�— tASIE FOR PANEt�IZES . �z�2 MINIMUM SLOPE 1:12--.. S7UDI0 FLQ01�PLAN � � �. (NOT 76 SCALE) � �� Guitetz FaSGiA--- ��� I �.. . � 9TI3DitJ�FRONT'JJALL(B) +fEApER6UPP9RF6EAM i .� . ��. �� ' �� �T2ANSOM(OPYIONAL) ' -. � � ..' � SLIDIN6D00�� .. I � - - . CRWiNDLSN � ALLOWABLE IiYE lOAD TA6LE FOR 11 FT. PANEL(WITH 10 FT.QiZ.LE55 SPAN) �EMPeREQ�txss � ZO PSF � � 25 PSP 30 P5F 35 f 5F 40 P5F 45 PSF 50 PSF 55 PSF 60 P5F , 3"EPS+H 3'HG 3"HC 3"HC 3"HC 3"HL 3"HL 'S'1+C+ti 3"NG.N FLDOR CHANNEL�� ��. '�, 3� �'EPS+H 3"EPS+H 3"EPS+H 3"EPS+H 3"EPS+H 3"E75+H � h.5"EPS+H 4.5"HPS+H � ( II NOTES�OR STUDIO CON�TRUCTIQN oE'K �� 1.ALLOWABLE LOADS ARE 6ASED UPON 8.PANELS MAY ONLY BE USEp IN ROGFS AND WALLS WHERE 74 ABBREVIAilONS: CBM=CKAFT-BILT MANUFAf:7URING .�.ip�CAL STUDIO'CiEC7IQN � i TNE CESSOR OF TNE ULiiMAtE I.QA✓t�5 � CLA55 6 OR CI.A55 II INiERiCR RNI5HE5 ARE PERMI(T'ED D�SMOP, P6F=POUNDS t S�u.FLY� �� OR THE LOAD AT SPAN/120.� '� � BY CODE. ' M=MULUON Pr=FEEi N0170 SCAIE '� �'� 2.HLlEPS REFERS 70 C8M STKUQURAL 9.HORIZON7AL JOINTS OETWEEN TH&ENDS OF PANELS ARE� ' �W=WINDOW EC=BUIIDING CODE � � � . I PANELS WI7N A�(7!,�INUM 5KIH5 BQNOEC TO NO'C PERMIRE0. �� HC=H6�L0*rfE PAt�EES I6C=IN7ERNATiG1tiA6 EC � � � HONHYCOM6/POLY5N2ENE Cd2E5(3",4'k" 10.CONTRAGTOR 70 PROVIDE FALL PRO1ECiIpN PER LOCAL CODE6. EP5=POLYSNRENE PANELS UBC=UNIFORM 6C � I AND$"IN'fF�I1CKNE55}.ADJACENT PANELS FOR SUNKOOMS WITH A FINI9HED FlO�R LEYEL OF 30"� N=THERMALLY-BROKEN NBC=MATIONAL 6C '�.. AKE LONNEGTED USING VINYL CLEATS 0R Hs. GP.GREA7�R ABOVE AN EXtERtt}R SURFAGE. .` � AtUMINUM H-STiFFEMER 5BC=6TANDARD 6C � � 3.80 MPH DE51GN WIND SFEED,E%POSURE e. fl.STRUQUftAI FRAMING AND GONNHGTIONS W.6E INS7ALLED P=PANEL MFG=MANUFALTURER . '� 4.DE51GN ROOP PANGL DEAD LOAD=5 PSF. PE�CBM 5PEC5. � MFH=MILES PER HOUR SPEC$=SPEGIFlCATIONS I� ', 5.OO6R,�ANC{ifiND6W EOCA'tONSl5�ZE5 ARE 12.CflNiRACTGK 70�tvSPECT ALl EA15T�NG CON�i710N5 MiV:=MAXiMUM ��� , ' IMEaGHANGEAB4E PER MFG'5 5PEC5. AND AS NECE58ARY KEPAIIt AND/pR REPLACE ALL � .'� '. � 0.WIDTH OP&WALt.MAY YARY PER MA7ERIALS A5 REQUIt2ED 70 RENOER TH£M SiRUGTURAIlY .tKdp�qy, PROJECL GONiRAC70k: �� . DOORlNflNDOWLAYGUTUPT020.FT. SOUNDANDCOMPLEtE. �S" ¢4�y HAUSER 6EITERUVINGB0570N I �� 7.pANELS MAY ONLY BE U5ED IN P.00FS 13.AU7HORITED FpR BEITERLIVING DEALER/MATEILIALS U5E ONLY 3 ��iqi�d. �.nm g WAGrAIL 4ANE 781URNP�KE ROAD �(7'O�� X�Z�-(Z�� � AhD WACLS OF QNE STOYY BUILDINGS QF � .oss � � CONSTRUCtIpN:TYpE VB FOR 16G/NBG}.:. � .Srtfluc�uAr� q 57 YAKMGU"�H,MA 026Tu WESTOQRG.MA 07oc31 i f STUDIO ENCL05URE 7YPE V1(FOR 58C)AND TYPE VN(FOR UBC). � � �°0?�4 o w'� DRAWN BY:CJJ �6 NO.: ' "',�yEk��,� emea-,ox,z-�aus� GENERAL �RYOUT 'I - SCALE.7"-50" DATE:6/4/2004 � I _ . � b��fn� _ � t } � .