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HomeMy WebLinkAboutDRB120294 **************+*******+********************+***********+*+********************************** TOWN OF VAIL, COLORADOCopy Reprinted on 10-22-2013 at 09:35:50 10/22/2013 Statement ******************�************************************************************************* Statement Number: R120000909 Amount: $250.00 07/16/201209: 44 AM Payment Method: Check Init: DR Notation: CK# 6429 SANDSTONE 70 CONDOMINIUM ASSOC ----------------------------------------------------------------------------- Permit No: DRB120294 Type: DRB-Minor Alt,Comm/Multi Parcel No: 2103-014-0101-3 2103-014-0101-6 Site Address: 917 RED SANDSTONE RD VAIL Location: SANDSTONE 70 Total Fees: $250.00 This Payment: $250.00 Total ALL Pmts: $250.00 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ DR 00100003112200 DESIGN REVIEW FEES 250.00 ----------------------------------------------------------------------------- ��i�r� I���i�� ��� ��TI��I F�1�l�1 � ������� � ����,�,�� ��������,��t � �� ��tF� Fr�rr���� F���� ��i I� �I�f��� �1��� t�l: ���.��.�1�� ���: ���.���.���� ���,T �r��: �w�r.��i I��.�orr� Project Name: SANDSTONE 70 REPAIRS/REPAINT DRB Number: DR6120294 Project Description: COMMON ELEMENT: REPLACE DECK ON 4C, REPLACE STAIRS ON 5D, REMOVE BROKEN TREE ON RED SANDSTONE ROAD NEAR BULDING 5 (LIFE SAFETY ISSUE), PAINT BUILDINGS 2, 5, 13, 15 COLORS ARE SAME AS EXISTING, FIX FACIA ON NORTH SIDE OF BUILDING 15. Participants: OWNER RYCZEK, LINDA L. 07/16/2012 917 RED SANDSTONE RD APT 4D VAI L CO 81657 APPLICANT SANDSTONE 70 HOA 07/16/2012 Phone: 970-479-6047 MCNEILL PROPERTY MANAGEMENT 2077 N FRONTAGE ROAD #D VAI L CO 81657 Project Address: 917 RED SANDSTONE RD VAIL Location: SANDSTONE 70 Legal Description: Lot: Block: Subdivision: SANDSTONE 70 Parcel Number: 2103-014-0101-6 Comments: See conditions BOARD/STAFF ACTION Motion By: Action: STAFFAPP Second By: Vote: Date of Approval: 07/18/2012 Conditions: Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond: 201 (PLAN): DRB approval shall not become valid for 20 days following the date of approval, pursuant to the Vail Town Code, Chapter 12-3-3: APPEALS. Cond: 202 (PLAN): Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Cond: CON0012687 The a ppl ica nt sha I I coord i nate the closu re of a ny la nes of traffic associated with the tree removal with Leonard Sandoval in Public Works prior to the start of any work. He can be reached at 970-479-2198. Planner: Warren Campbell DRB Fee Paid: $250.00 1 �'�'�� � � � � " � Department of Community Development �.� p 75 South Frontage Road ���1'� �F ���� ; ''° ��L 1 3 Q12 Vail, CO81657 2 Tel_ 970-479-2128 www.vailgov.com TO�IVN OF VAIL Development Review Coordinator Application for Design Review Minor ExteriorAlteration General Information: This application is required for all proposals involving minor changes to buildings and site improve- ments, such as roofing, painting, window additions, landscaping, fences, retaining walls, etc. Applicable Vail Town Code sections can be found at www.vailqov.com under Vail Information—Town Code Online. All projects requiring de- sign review must receive approval prior to submitting a building permit application. An application for Design Review cannot be accepted until all required information is received by the Community Development Department, as outlined in the submittal requirements. The project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design review approval expires one year from the date of approval, unless a building per- mit is issued and construction commences. Fee: $250 for Multi-FamilylCommercial $20 for Single Family/Duplex �_Single Family I_ 1 Duplex �Multi-Family ❑ Commercial Description of the Request: �A.C�C�eC-�- 0+1�-�C.;rcr�lace��o�rso�n SD:r�o��b�ke�n-1,�o��.tZ�d�,,,a��d� v�e.a�hla�5��i�a4'��Pa:��k 1cic�s��l�,l�e�,lcrsar�sa�►me.aseui�i'na�i�.�o�etc�,oh�.brt�..s�de-o-f l�a,l� Physical Address: q�j� �° 2 1 l • 2to�v�4o�o�e Parcel Number: 2 1 O 5 (Contact Eagle Co.Assessor at 970-328-8640 for parcel no.) Property Owner: �Qy�f�.� ���`�_C'�p ML!�Vp►�«rr�(�l I�la�GI�NA� Mailing Address: `2.(�j�� �� ��QQ� ��� �Ol�� ,C.(�� ��� '�J� Phone:��,^}a� ���- (p0�� 4� • ig"n'a`�ure� M`L�el�� {��'r�rr���1/�QY�GlO�P.�'V��� 15����Q�t2�-1.�.�1x:�.�����Ilor� I Primary Contact/Owner Representative: ��('� ►/�. (� �SP '.M�l��► ` �(�- 1 (,ty� Mailing Address: ���" �i�� V�Q� 1�0� ��,1���'�'j• Q 1�pCj�' Phone: � ��- � E-MaiI:�Y'�y�,.+Mi��1�1��ror�e.�f�lieS� Fax:C�.�� � -' �«� �i��-.�.OIN�. � �v�-�c�f- T���a�l � �c�-3`�0 -��`�� For Office Use Only: Cash_ CC: Vsa/MC Last 4 CC# Exp. Date: Auth# Check#� Fee Paid: �Y ����,O¢� Received From: Meeting Date: DRB No.: � Planner: Project No: � — Zoning: Land Use: Location of the Proposal: Lot: Block: Subdivision:�N�T�NE 1� 1 ��_,; ���� �� ���� �m� �� JOINT PR�PERTY OWNER WRITTEN APPROVAL LETTER The applicant must submit written joint property owner approval for applications affecting shared ownership properties such as duplex, condominium, and multi-tenant buildings. This form, or similar written correspondence, must be com- pleted by the adjoining duplex unit owner or the authorized agent of the home owner's association in the case of a con- dominium or multi-tenant building. All completed forms must be submitted with the applicants completed application. I, (print name) , a joint owner, or authority of the association, of property located at �eG� S�i�S`�'DVt-� ��O�?�Cc��l�'t�V�tt1 , provide this letter as wntten approval of the plans dated which have been submitted to the Town of Vail Community Development Department for the proposed improvements to be completed at the address not- ed above. I understand that the proposed improvements include: � ''p z'�C', l/�'!J I ��l l/C ' Vl�FlS G��tif/{' l/'�l�J oLZ�'c� Ch f�r��D v�cl �� �, � a`�(� l� _ � (Signature) (Date) Additionally, please check the statement below which is most applicable to you: I understand that minor modifications may be made to the plans over the course of the review process to ensure compli- anc wit,h the Town's applicable codes and regulations. 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THESE DOGUMENTS, THEI12 ATTAGNMENT�, 12EFERENGED STANDARDS d itS�OGIATED ,hLL TIMES FQR GONTRAGTOtZ TO E�tS(JRE PROJEGT C?OGUMENTS � GC?DE f�EQUIREMENTS 2D7`7 N. �RONTt�C� R,C1A�1? �3Dt� A R� H I T E C T S C�RAVEL I DRAINAC� WOQD-�lNIaH AGT AGQUSTIGt4� GEILING TILE MN MANHOLE GODE � REGULATpRY REQUiREME�lTS ,4RE GONSiD�REQ Tt� SE INTEC�RATED INTO THE ARE B�ING MET DURlNG TNE GOUR5� OF GUN�TRUGTION. THES� DOGUMENT9 SHALL BE V,btl�,, GOLC�I�I�tC7C? �3I�?�7 ADJ RD.IAGENT MFR MANUFP�GTURER �ypORSED GONTRAGT �QR GONSTRUGTION. ALL PROJEGT REQUIR�MENT5 5TATED �Y/��LABLE ?O THE P�RGHITEGT UPON REQUEST. �'�jQN�: c�-�Q.t}.°��.(�047 FAX ��U.��.II�7 0 0�8 E BEfi11ER �REEK BLUd ALT ALTERN,4TE � MAaDNRY OI'ENING �{�{��N ARE GON5IDERER TO BE EQUALLY REQUIREp �t�R PROJEGT GOMPLIRNGE. "' `°~ MA1L MATERIAL A.GONa7RUGTIdN DOGUh1ENT5 A,PPfZOVED BY THE EtJILC?ING DEPARTMENT�^i17Ff �-M,41L: MGNEILL�Vt41L,NET S U I T E 2 O 1 GONGRETE Y�10�D-ROUGH AL ALUMINUM MAX MAX1MUt�1 NOTA�TfCC.�t� fkND raUf'PL�M��IT�a. APPROX APPi2C1XIMAT�LY dl. DO N47 SGftLE DRAW{KGS. YERIFY DIMEN510N9,51TE � EXISTING GONDITIONS � At7A AMERIGtlN PI5,4BIL.17Y AGT ��'H MEGHA�IIGAL B.GURRENT BUILDINC-�DEf'ARTMENT INSPEGTION REI'�RTS. ` '_ : � : STrJGGO I�1�5 ar �--., MG MERIGINE GABINE7 RELEYAMT U1'ILITY LQGATION� PRI�R TO SUBMITTAL OF BID PRt1P0:3ALS, �RDERING Y�ICUOI7-BLQGKIt�'a q/�, AfR C.C�NDITfONING ��3 {���g�� MA�TERIAL�a OR �NGAC�Iht6 INTO GC�NTRAGTS OR SUi3GDNTRAGTS. G.MAI�JFAGTURE(z DATE AND 1N5TALl.ATICJN REQUIRMENTS. ���.r�r�/.��� (� � }� � � (} (`} GYPa4JM W,4LL BQA,RR ARGH AR�HIT�G7URt�L MTL METAL D.2009 INTERN�tTIONAL BUILC?It�G GODE. �.�' I V u �� v 11 f�C?OP SHINC.�LES B�� BASEMENT M M�TER 02. BIDDERS,VENDORS, SUBGC�NTR,4G70R5 d GONTRAGTOR ARE 54LELY RESPONSIBLE �.��1 #l'f.l t�ND 2010 AD?� REQUIREMENTS VIG7G?R 1�(ARK 1�C�NAl�DSC�N �R�NITEGTS ,f (� Q �} �} E�_�__� �ATT lNSULP+7IUN � BR6 SEAFZING MW MIGROY�AVE �OR A TFfOROUGH �XAMIN�TION O� THE DOGUMENT�,ATTAGNMENTa, R��ERENGED GODES F.PRIYt�T� GOVENANi' i2E�ULATIC7N5 ANQ REQUIREM�NTS. A V V N # � � U � � L V (SHAKE !ASPNALT) ��G g��pW FINISHEQ GFZ�tDE M1�( MiLLIMET�R � STANDA�US 1N GPNGERT l^lITH V�51BLE EXISTING�GONDITIONS T4 DETERMIt�tE FOR G.UPDA7�C? 5UBM17TAL LOG. GHR.{� .IUEFZC���I�, PRIN�IPAL RfC�ID IN�l.1LATION ��1�3� �� T�LES BEAt�1 BEAM t�tF'N MILES PEt2 HOUR THEM5ELVE5 THE SUFFIGIENGY � ADEG2UAGY DF BID PROPO�AL5 FQR MATERIALS, H.SUBMITTALS, SHOP DRAWINGS, t�ND REQUESTS FOR IKFORMATIQN. OC'}�g E�,ST gEAVER GFZEEK BLVI�, �UITE �C��7 � � � , �� n , � � � � ���� (GERP+MIG /SLRTE) 8�1L BEVELER MIN MINIMUM LABpR AND SER�lIGES. REPORT � CAIN WRITTEN GI.ARiFIGATIOt� OF ANY GON�LIGTS �• ��1RREN7 AND GOMPE.ETE PHOTO JOUFZN�tL. � MIR MIRRt�R P.O, BOX 53C�0, AVUN, GC�LORADf 8162Q � BIT BI111MINC7U� �R D�FEGI�T(GIES i'RiOR TQ ENGft61NG 11�7U GONTRAGT. � � STt7NE YEt�IEER BLK $Lt�GK MISG MISGELLANEOUS I�i. CINTRAGTOR WILL PROVID� 4 GUPIES OF SUBMITTAL,S �OR ALL STRUGTIJFZAL PNON�: �I'�C?.��`�.�ZC)C? � F�X: `��IO.�I��.��D�J �i r� t� �`�`�N�� (pRY S1'AGK� BI.KC� $LOGKING �� �L�O�� ��{�T�`�r 03. NOTIFY ARGWITEGT IMMEDIATELY OF GONFI.IGTS OR DISGREPftt�UES IN TNE MATERIRLS.'t GALENDAR DAYS,4RE REC�(.11R�D FQR SUBMITTAL R�VEEYJ. E-�'IA,I L.: Ghri��jc�vmda.carn Y � � a �� Y � � �� � � � �Q ��R�p �,qT ��-N�� DOGUMENT5 OR IF ANY G(11DANGE OR ADDITIpNAL IN�ORMA�TION 15 NEEDED Ahl IiNT1GIPATED SUBMITTAL. SGHEpULE NIITH SUBMITTALS AND DtkTES GLEARLY (} STEEL / M�7AL r ����� ����R Bp 8OT1'OM C7F � Np15E f�EpUGTION IMMEDIATELY UPQN DETEI�MINIt� EXISTINC� FIELp GONDITIONS NQTED f�BOYE. DESGRIBE F A X �4 � , � � V � f�R4UT�P) BOT BOTTOM h11pM NDMIt�tAL � 5UBMIT NAIURE OF GONFLIGT OR DISGREPANGY IN WRITING FOR FROPER WiZITT�N IDENTIFI�D 15 REQUIR�D PRIOR 7"O TH� GOMM�KGEM�NT �� GON�TRGTION. BLC�G BUILDINC-� N NOf2TH RESPON5E. �"'�"'""'�� —�—��- 20. GENERAL GONTRAGTOR SHALL GOMPLY WITH 60VERNIN6 AGENG1Ca IN �AGH �����j����� ,��������= �'��: M�TAL DEGKfN.f� GPT GAR('�7 NIG NOT 111 GONTRAGT _.___..___,_._. HEAYY TIMBER LOGATION INGLUDING BUT KOT LIMCTEq METRO DISTRIGIS,D�51GN REVIEW BQARDS P�Nl7 � GSMT GA�EMENT NT5 NOT TO SGALE 04. AREAS OF GONFLIGT�R DISGREPANGY SHALL B� �ULLY RE'5C)LV�D l�ITFf � � �� GIF' GAST iN PLP�GE O.G. ON GENTER WRITT�Ni�RAPHIG ARGHI'f�GT'� OR OWN�R'S DOGUMENTATIDN B�FOR� GONSTRUGTI�JN RELATED AaSOGiATIONS. IT 15 TNE RESPON5IBITY OF THE C�ENERAL GONTRA+GTOR TC1 MDNRQE � NEV�IELL �N�INE�RS, (NG �� METAL 51UR5 � � GLG GEILlHG OPG OPEMN6 GQNTINUE9 1N ,�NY ftFFEGTED AREA OF WOi2K. MEET WITH THEaE AGGENGIES AND GOMPLY l^►ITH AL� OF THEIR GONS`fRUGTIC�N HANNE� �'a'P,4EF�I, f�INGIPf�L '*� ar ENGIt�lE�R�D YV�OD GTR GENTER OPP Of'�'056TE REGULATIONS. BY GOMMENGIN6 WORK ON Tfi�S� PR0�.1GT�a,6�hlERAC, GONTRAGTQR 's � PQ B(JX: 15q7 � ��� �'�`�� � tJPN c�PP05lTE HAND AGKt�OWLEGDES THAT TH�Y HAV� M�T THE fZ�QUIREMENTS D� TNES� AGENGI�S AND �, �T G�RANIIG TIL� 0 5. D I M E N�I O N S N O T E D A R E T� F A G E-O F-F R A M I N G O R F A G E-G�P-G O N G R E T E U N L E 5 5 ��� ���A�x�� D5B ORIEUTED STRAND BOARD NOTED OTHERWISE. GR055-SEGTION � YERTIGRL ELEitATION I�IMEN514N� ARE TCa TOP WILL ABIDE SY THE RU�ES AND i2EG�JLf�+710N� 5ET FpRTH. '�O BE NG�1`�1f�R�: �.'C�f�D, �UITE �C,�4 4� �� �� �f �t��z�t,t�/M►�2r�arz ora OUT�aIDE DIAMETER V fi�(L G O L.C�R,4 D a 8 1 6 5� `�" � G4L GOLllMN O F G O N G R E T E, T Q P Q F P L Y Y�O t 7,O i 2 T O P O F W A L L P L A T�S O R B E A M S, U N L E 5 5 N O T E D , aN ����� 21, THE G�NERAL GOHTRA,GTOR SHALL GQNDUGT 1^I�EKLY ,lOB SIT� MEETINGS WITH TH� �y � � � GONG GtJNGRETE Q� ���LL OTH�RV+llS�. ARGHI'tEGT AND OY�WER, I� AVAILAB�E. PRIDR TD THE MEETf1�IG, THE GENERA�L PHONE ��I�C?) �4���I��) Fr�X (�7C1� �I�F'�-I�J�7 GMU GOt�IGRETE MAS�INRY UNIT �� G GDNDUIT (P) PAINT GONT32f�GT0l2 WILL DISTRIBUTE MEETING MINUTES FRQM THE PREYI�US MEETING WITti EMA�IL: ,�Vc�Nc�MaNRa�-N��^I�LL,.G{�M ,� � � p� pp,��, Ub. GC7NTRAGT4R SNALL BE RE5PON51BLE �OK GQMPLIAN,GE WITH ALL APPLiGf�BLE ������� ������ GdNST GONSTRUGTI�N p��y� p�K�� GODES � iZ�GULAT(�RY RE�tUIREMENTS 8 FOR QBTAINING AL.L RICHT-OF-WAY,BUILDfNG d ��Q��RED AGTION ITEMS, A SUBMITI'A�. Lt�G, PROGRE55 SGHEDULE, RFI LDG, WIL.L BE �, �� PROVfDED BY THE GE1+I�RA,L GQNTRAGTOR AT LEA�T 24 HOUf� PRIDR TO THE t�'IEETING. � - GQNT �t�NTINUQlJS p,r�r �p,���T AS50GIATED PERMI?� � iZ�QUiR�D APPRc?VALS. GDD� GOMPLIANGE f5 MANDATORY. psT TH� GOMt1ENG�MENT O� GONSTRUGTION A� Y�E�KLY MEETING TIME YVILL BE 5ET AT A �°�� ��i�'� GJT GONTROL �OiNT p�p PECIESTltI.. THE�aE GONSTRllGTIDN I�OGUMENT� SHALL NOT PERMIT WORK N4T GONFORMING TO p�17�,n,L,�Y AC�RE�ASLE TIME. GPR GOPPER pLAt�t PLf4aTIG LAMlNATE GORES 8 R�6ULttTORY 12EQU1t2EMENTS GOVERNING THIS Pl24JEGT. NQTIFY Af?GHITEGT � GUST GUSTQM PL �'I-ATE OF DOGUMENI`ECJ DISGR�PANGIES PRIC�R TO SUBMITTING BIQ PROP05AL OR ENTERING � SEGTIt7N GUT SYMBaL pEpT pEPARTMENT PLUM PLUM6ING fNTp GpNSTRUGTION f�GFZEEMENT. 22. THE9E DRAWINCS ARE INTENDED TC7 BE USE� 50LELY A7 THI9 �llILDING ONLY AND XX.X p p�pr�.{ pW PLYWOOD ARE NOT TO BE USEP FOR REMODEl.S 0� t�NY OTHEt� BUILDINGS RT 1'Nl� PROPERTY OF� €7TL DETAIL F'7' PREE55URE TREAT�D ANY OTNER PRQPER?Y. �/MI� P5F POUNDS PER SQUARE FOOT 07. A5 MfkY BE REQUIRED BY Pf21VATE GOVENANT5IREGULATIONS,GONTRAGTOR SHA�L RIM DlMEN�It�N p�l PC�IJNDS f'ER 5QUAi2E iNGH ��O�INATE IN ADVANGE WITH t}PPROPRIA7E REPRESENT,4TIVE � PERFQRM ALL ��. �J�Qp� p1LL GONGRETE AWftY FI20M BUILDING, PRQ�IIDE F'051T9V� DF�41NItGE AWAY QY�I Dl�H WASHER PG PRE-GASi' PRE-GONSTRUGTION R�GXIIREM�NTS FC}R SUBMITTAL OF 57ACIKG PLAN,AGGE55 PLAN, p�p� gU1LDIt�IG IN AGGOi2DANGE WITH 2�O�i IBG. � ���� --- �I.�VATIQN R���R�f�IG� C?R DC10R PR�P PRUPER.TY GONSTRUGTIUN PAf2KING, �E�IGIkG, ER0510N GDNTRQL � �LL ,1QB 91TE PRQTOGOL. DWG DRAWING �T G2UARRY TILE ,�� PF DRINKING �QllNTAIN ���+T R���p�-RGLE 08. PRpVIDE AL�. LABOR, MATERIALS, TRA115PORTRTION,SUPPLIES d EQUIPMENT t4 �4. ALL MAT�RIALS TO MATGH �XIaTlN6 UNLE55� DTH�RWI�E NC7TED. � ��ST RE: REFER 70 PRC?VIDE A GOMPLETE PRO.fEGT WITHIN THE REG06NIZED STANDARDS OF G,�RE THAT y�� � ELEG ELEGTRIGAL ��� REFEFZ�IGE ALLOW �DR �Ii�AL GERTlFIGATE QF t7GGUPttiNGY T� BE 155UED BY TH� AUTHORITY � ELEY ELEVATIOiyS ���}� REFRIC�RATOR F#AVlNG ,1UR15DIGTlON. � }� �L �L�VftTOR f2EINF F2�INFORGING `��' � 3 XX'.>C' 1 ELEVATION 5YM8C7La EM�R �MERC-�ENGY REG2D I�QUIRED pq. REFElZ TO ALL ARGHITEGTURAL/ENGINEERING DOGUMENTS TO FULLY D�TEi�MINE W � � x EC� �QU,AL, RE5 1�51LIENt SPEGI�IGA�TIONS FOR REQUIRED M1�TERIALS &� PRODUGTS. I� THERE E4RE ANY EQUIV EQUIVALENI �� ������ DOGUMENTEf7 GUNFLIGTS 4R QMl5510N IN THE PLAtJS OR 9PEGIFIGATION5,GONTf�GTOR Z � "`�" EXH EXFfAUST �� ����� Ht'`� SHALL GONTAGT THE ARGHiTEGT TO RE50LVE THE 15SUE IN A�DV{�NGE. � ��� � �X6 EXISTING R�� FZDD AND SHELF �— EXP EXPAN5IPN i�. 5UB5TITUTIONS OF "EQUAL" OR "EQUIVAL�NT" PRODUGTS MAY BE t�C,GEPTABLE W(TH ��y����!/',,,, ��,i��� .C��, '� Q h,*► RD ROOF DRAIN � EXT EXTERIOR OWN�R ANDIOR ARGHITEGT UPON WRITTEK�tPPROVAL IK ADVANGE. SUBMIT D�TAILS r•^� ��iti.ilr ��/ *• REVISIQN SYMBOL RP� ROO�{NG ""`� � �C7G �AGE O� G4NGR�'1� � �OM ALI. F'RQDUGT DATA,SP�GIFIGATIO�t5, FEAI"URE�,OPTIC>N5, FINI5HE5,ETG. IN ORDER TO � � FOF �AGE t?F �INISH �� ��J�}� pp�N�uG DETERMINE r�GGEPTA8ILITY BY ARGHITEGT/OWNER WHO WILL PR�VIDE WRI7TEK � � �or� �AGE Q� MA�5QI�RY TI.I TITLE SH�ET ��� � � R/5 ROUGH SAWN DETERMIN,4TION OP 5U85TI7UTIOIJ WITHIN � DAYS. THE TIMING�P SUGH R�QUE5T5 15 THE 'Q fiO5 F1�GE OF STUi� � S,ANITARY SEWER �L� RE5PON51B1LITY OF G�NERAL GONTRAGTt7R. (f) z � FIN �L FINI�M FLC)Of2 ELEVATlON (5) SEALftNT f4�.� r���v ��r� N�� F�.c�a� �L��� � {� yt FE FIR� EXTIN�J�SHER �.{T SHEET 11, p,ppLIGATIONS FQR PAYMENT 9HALL BE SUBh�tiTTED tQ OWNFi� AND/UR A�I�GHITEGT ��^�, �� FDG FIRE DEPARTMENT GONNE GTI 4N S H T G SHEATHlN6 t p�� �;p N�'R A G T) W I 7 H B A G K-U P p�7 A I L R E Q U 1 R E D B Y G Q H T R A G T F Q R G O K S T R U L T I a N. V ��� {f� � FHG Flf?� NC15E GQNhlEGTIpN gM SHEET METAL T{�E p,pp���p,,j�pN SFIALL GONFORM TO THE AF'PROVED :�GHEDULE DF YALUES 50 AS T4 r�2.� 5T,41R �LEV,4TIC?N� �NP �EGTIC�t�� � �� � � ��G FIRE EXTINGt115HEi2 G,4$INET 51M SIMILAR ��qp�LY DE7ERMIAIE � GOMPLETE ON A LI�IE ITEM BA515. A GOMPLETE � I?ETAIL C?R PLAN �NLAFZC-�M�NT FPL FIREPLAGE 5PM 5lNGLE PLY MEM6R�44N� J ."�'t_ FP FIREPRC70FING 5G SL7LID GU(� GOMPREHEN5IVE SGHEDULE QF VALUES SHALL BE SIJSMITT�D ff ftGREED UPON PRIDR TO r�Z.,� BA�LGC�NY EL.E�IATION�, PLf�tN, AND �EGTCN� �.j,,,� ��� „� � FLG �LA�"aHINC"a 5 SOUtH GC�MMENGEMENT. FI�R �LaaR gpEG SPEGIFiGArIONS � �� � Fp ����� p��� �, pT. SC�UARE �EET 12. ttiLL i200F/WALL/YENT OR OTHER GONSTR(JGTlON .101NT5, ABUTMENTS D� [715�Ih�IILAR � � [� FT6 F40TING S.�T�- 57'AINLE55 STEEL MATERIALS � RLL A�REAS 51JBJEGT T4 M015TURE INTRU51D1� SHIiLL BE I'ROPER�.Y �+/����/! � ���(�/! /w/•1�� �� STRUGTURAL pLANS ,G W i 5TD STAtJDARD FLA5HED � GOUNTER-FLASHED WITH hlON-GORR05iVE FLASHING PER PROJEGT d IBG +�'�r�' �■��T' L.� VV +rai ��tQ FQLtNDATION �r SEL�-TA�PI'ING �� � W LL� ` �T� �T��L REQUIREMENTS. TH�SE GONDITIONS �+iALL N�T LEA� OR DETERIORA7E FROM f�IEATHER 1.-�rt���� i : 52 STRUGTIJR�L NOTE� �t1�D t7�Tt�IL� �- t� WINDC)W REFERE1�iGE PREMRTURELY. ALL WINDOW1bQ4R11^IALL OPENI�S SMALL GONFORM YVITH SEGTIQht f4t�5 �"�� FB�7 PURNISFIED BY OTHERS FUi2 PURRINC� yp 5TORM DRAIN/SMOKE Q� THE 200q IBG, APPLlGABLE MANU�aGTURER INSTALLATIOh( $ P�R�t?RMANG� � � � GA GA6E,GAUGE a��GT� REQUIREMENT5. PRD�/IDE GAULKING A�hID SEALt�NTS AT ALL ABUTMEHT�a OF DI551MILAR � o a �� �ALV C?ALYANIZED 5TR ������ MA�T�RIf�LS. �XT�(21DR BUILDING MODIFIGATION �� 3 x 7 WINPOW l ROUR �I ZE (FT. GD GARBAC�E C�15PQ5t�L STRUG 5TRIJGTURAL GG GENERAL Gt7NTF2AGT4R 5W SWiTGH ZONINC DE5IGNATI4N: MDNf� GLAM GLULAM LAMINATED BEAM S'�'M SYMMETR(G,�L 13. UPON GOMPLETIDN OF THE WC?RK d INGLUDIKG PERFQRMING THE WORK ON Nl�a OWN � GL C�LA55, GLA2lNG TEL 7ELEPE�+UKE OGGUt'ANGY GRDUP: R2 � (�4C?iZ RE��REI�IGE Gg GRAL3 BAR T�! TELEVI510N PUNGH LfS7, GONIRAGTOR 5HALL NaTI�Y ARGWlTEGT OF GOMPLETION 50 A5 TC? REVfEW THK THIGKNE55 FC1R PROJEGT GONFORMAN�E 8 IF NEEDED 15511E AN ARGHITEGT'S PUNGH L{5T FOR ��TRUGTION TYPE: 5B �I� .C'.�ND CRQUND THRESHOLt? �INAL GOMi'LETION � PRO.IEGT Gt?N�ORM�,NGE. GI�IB 6YP5UM WALL BaARR THR ��I� TgD TO 8E DETERMlNED HGR HANCER NO. OF 5TOF21E5: 2 XX W,�LL TYPE F�FERENGE TdG TONGUE ANR�R.O�VE 14. AS A 1'ART OF PROJEGT GLC1a�-OUT, FU12NI5H TD THE OWNER Ai�L WRITTEhI � �� HDW HARRWAFZE Tpg TOP OP 5LAB C�R,4PHIG MATERIALS FOR ALL. EQUIPMENT, �PPLIANGES, � HARDWt�RE � SYSTEMS FULLY SPRINKLED PER NFPA 13: NO HDR HEADER Ty� TOP D� STEEL INGLUDING WARf�ANTIES, G4N5TRUGTION PH4TOGf?A�PNY, INSTRUGTION MANUAL9, 8 HTC� HEri7iNG Tpyy TOP C3� YVALL INSTALL�RS � MA�IUFAGTllRERS NAME 8 l�iDDRESS. GONT`R�4GTOR WARRANTS AC�AINST HVAG HEATINC�NENTILATINC! AIR 7'g TaNiEL BAR FAILURE WORK IN,STALLED, GON�aTE�lJGTED OR GAUSED TQ BE INSTALLED FUR THE �OVE����G GODES: 20Qq IBG C�QPYRIGHT GONDITIDKING '� r��M P�R(OD O� TWO (2) Y�AR A�"1'�R qAT� OF FINAL PUNGH L15T GOMPL�TION � WRITTEN Victor Mark 12 HT HEfGFfT T �� DWN�R AGGEPTANGE. +aG HoLLaw Gpf�E T5 '��� ST��- A chit�ect� 6 �� or �a:l2 Rt7t1F P1TGH SYMBUL HM +�OLLC)W METAL TYI' TYPIGAL All Ric�hts HC?RIZ HQRIZt7NT,�L � ��R���►`�� �5. G4NtRAGTOR AGKNOWLEDGES HAVING HA(� AGGE55 TO NEGE55ARY PRDJEGT f2esetlted INGL It�GLUDED ��- ������`' GQNDITIDNS, DOGUMENT9 � PRDJEGT REQUIREMENTS, PROViDED SUGH �ULL � GDMPL�TE �.ABRATORIES iNFORMATION TQ E,4GH VENDOR � SUBGONTRAGTOR � HA5 f2EA�D, UND�RSTANDS 8 ID INa1L1E DIAMETER s � IBG INSTALL�D BY GONT�AGTOR �Q �-����n �THERWISE TAKES KCJ EXGEPTIO�I TO THE ENTIRE PR�.IEGT REQUIREM�NTS IN GONGERT Y*IiTH vg YA�F'OR B�RRIER PERTINENT PRIVAtE $ MUNIGIPAL GONSTRUGTIQN REGULATIONS. IBJ INSTALL�D 8Y QWtdER ��� YER,I�Y IN �IELD IN� INSULATEQ y� VEiZSALAM �UBMITTA� � JOBSITE 1?OGUMENTt�TION REQUIREI'�(ENTS 1NT INTERI0f2 �E�T VERTIGAL /r� i ,��,/� r /�� + JT JOIKT VGT VINYL GOMPCI�lTl�N TILE ��V V�C� ����.I�I���Vi V� JST JOlST �t Y�LTa 16. GONTI2AGTOR SHA�L� SUBMIT IN A��VANGE, MAIi�TAIK 8 D15TRISUTE � � �'�'�yn�n JG J�NITOR'S �LQSET Y�/D �HER/17RYER UPDa7ES �F OR.C�ANIZED �LEGTi20NIG LOG INGLUDINC DA�TES �. DESGRIPTIqNS FOR A�LL R�PLAGE EXISTING 1�EGI� AND STAIFZ ��1 L KIT KITGHEhI 1� WATER GLOSET SUBMiTTALS, R�QUESTS FOR INPORMATION � SHOP DRAYVINC�. S�f�T(GA��NDAR DAYS � LAM LAMINAT� WH V�ATER HEATER M,�Y BE NEEDED TO REVIEW SUGH INFORMA?IDN. „ LYL LAMINt4TE[? VENEEi2 LUMBER �F WELC�EII WIRE FABRIG y.l WIDTH!WATTS!Y�IEST � � � 1 � ���� LAV LAVA7QRY y�� i�. ALL SUBMITTAL�, REQUE5T5 F4R lNFr�RMA710N d SHOP DRAYVINGS SHALL BE LH LEFT HA�4D WF Wlp� FLAi�E SUBMITTED TO OWNER/REP AND WRITTEN APPROVA� PRQYIDEp PRIOR 1t? �, �������� ` L LENCTH 15TEEL At��E �� w���w GOMMENGEMENT OF ORDERING PRODUGT5 OR GQMMENGEMEh17 QF RELATED $ � �r �� h ���� �� : n r GQNSTRUGTI�N. IF OWNERfR�P RE.IEG15 ANY SUBMITIAL FQR NON-GUNFORMANGE, TIT�E !�'�V E � W�TM�� ADI3ITIDNAL T{M� MAY BE REQUIRED FOR REVIEW. � �� � iNP WA7ERPROOF / `' ���° WEATHERPRC�OF � � � � T1 . � � � o � � o � � � � � � a� �j .� �� � • i � i � � � x � 0N 2 X 4 HORIZ(aNTAL BRAGIN6 FAG� Q� EXISTINC-a 4 X 4 DIAGONAL 4 X �# PO,`�T5 TYP �XTEi2lC'JR 51t?IN6 BRftGINC7 4 X 4 pIAGONAL 2 X 4 HORIZONTAL BRAGING BRAGINC� ,� �� s - �_..,�f,....,.....�-----� LJ �� LJ �i C..E�..� ; ; ; � 1� i� � � " � I� 1� � � � ( � � r I , � � �j � �� 2 X 12 STRINGEi� 1 i � � ��F'.�T� � . �� 1 1 1 � ' 1 1 1 t 1 �i� ! ! �1� ��' ! ! � i ( t"7 1"'� i LL.��I } � I��LL.~j � C��ai�� � �'i � ( L.I '� � ♦ j �.����.�' .t A I�CH 1 T ECT � '*�,�.. `�,�.. ��._._..�_.._._J �......� 2ooa i�c. �tor�s: �U�� G C1E��E� �R�E� D�YU �Q� ���`� AGGE551BLE MEANS 4� EGRE55 NOT REQUlRED: R�FER Tp SEGTIQN � � � T � � � � It�C�'1.1, EXGEF'tIC1N I, IBG 2DQ�1. AG�EaSEBLE MEANS DF EGRE55 NG>T REQUIRED IN ALT�R�hTIC7N5 Tt� �XISTINr SUILDIi�l�. n � � � � � � DEMO EN71RE EX7G STAIR �� AND DEGK AB�VE STAIRWA�Y WIDTH: REFER Tc� �GTfC7t� l�Cxf,i, IBG 200�t. �XGEf'710t�i5: �Tf�IRYVAYS SEf�VING AN UGGUPA�iT �.Ofi�D t7F LESS THAN 5C3 SHALL A U fl N +� � � 16 2 0 NAV� A GL�Ai? WIaTH OF i+IC)7 LE55 THA�N �6". ! ��•��� ����� ���� RI�ER H�IC�NT AND TREAD DEPTH: R���R TO S�GfiION IG70�1.4.�, IBG Q (� /� Q (� � � '�j"�',t��..�: ( �..'�`� = I� � �r 2�04. "�TAIf2 RISER HEIGHT SHALL B� �" MAXIMUM AND 4° MINIMUM i1 � V . � ? �i! . � � � V MEA5URER VERTIGf�+I.LY BETWEEN LE�DI� EpC-�E�OF AL7JAGENT ° Tf��ADa, REGT?tiAtGGUL,�R TREADS DEPTH9 �HALL SE II" MINlMI1M � � � � �� V � � G�� t� � ill MEASURED HORIZONTALLY HE'fWEEN TNE VERTIGtkL PLANES C?F THE FOREM05T PROJEGTION O� AD.1A,G�NT T�Z�ADS. F A� i1 `i � . � G � � t�UTE: ftSUTMENTS t�F DIS5IMILAR MATERIALS � ALL t�REAS SUBJEG7 TO MOISTIlRE INTI2U510N SHRLL BE NRQf'�12LY FLASHED � Gt?UNTER-FLASHED WfTH NON-GORRQ5IVE FLI�SNING PER PR�JEGT � PIMEN510NAL UNIF�RMITY: REPEi� T4 SEGTI�N IOOq.fi.4, I�G 200q. STtkll� ISG REQUIREMENTS. THESE GONDITIG)t�l�'a SHALL NQT LEAK 012 D�TERIORt�TE �ROM WEATHER PREM1�lURELY. ALL WINDOWIpOORIWALL Of'ENIN� SNALL GQNFQRM WITI�t �a�GTiON 1405 OF 7HE 2QOq TREftDS AthliD RI�ER� SHALL B��"JF UNIFURM 51ZE AND 5H{�PE. ��� . IBG,APPl.IGA�BLE M,4tJUFAGNRER IN57ALLATI(?N d PEIZPORMA�NGE RE�2UIR�MEN3"5. PRC�VIDE GAULKING AND SEALANTS t�T ALL ABU7MENT5 C�� R1551MILAR MATERIALS. � �� OPEN RI��R: REF�R TO SE�TIQN Ic�C19.4.5 IBG,20c�fi. RI5ER5 �NALL BE �� SULID ftNP VERTIGI�L OR 5Lt?PED UNDER TFlE TREP�[? ABUVE FRQM THE "'�� UNDEFZ5IDE OF THE NU51 NC� AT AN AN.C�LE N4T MCJRE TNAN 34 UEGFZE�S ��� ' � �R4M 7HE VERTf�A(�. �; ':�� � �tkG� QF EXI�TING 2" DIA WOQD HI�NDRAIL �`` � °� :�� EXTERIOk'. 51G11NC-� �p. gp��} �Ip�� �TAIR.WAY L,�NDINGS: REFER TD 5EGT14N IOC?�f.5, IBG 20C?�i. THERE ` SNALL 8E A LANDlNC� AT rNE ?oP ANt� BOTTJM O� EAGH STAIRhtAY. THE � � � � `�� ��` � � SNIQT"H C1� LANDfNCS 5H�4LL NOT BE LE55 THAN 1"HE WIaTH C1F THE ��_Q�, II° STAIRWlkYS TNEI' SERYE. FVERY LANDING SHALL NAiCE A MINIMUM ' � „ � DIME�l510K MEt�SUf�ET� {N 1HE DIREGTIDN DF Tf�VEL �QUAl.. TD THE ,�� WIPTH C+� T'hfE STAIRWAY. '����„„ ��� . , � ��* � � OUTD0�I2 GONDITIONS: RE�ER TP SE�TIQT� IC)4�I.b.2, IBG 2QOq. dUTDODR STAIRWAYS SHALL BE C?ESIGNED 5C7 THE WATER DOES NQT AGGUMlJLATE QN W/s,LKING SURPAG�S. �� VERTIGAL RISE: REFER TU SEGTI01� 140�1.'l, IBG 2009. A FLIC�HT C?F !��� � �? �' STAIRS SHALL NOT HA,VE A VERTIGAL RIS� �f2EAT�R THAN 12' BETl�EN NEW GONGREtE � � p m , FLC7UR L.EVELa. � I IC�-3 !/4 � `� V.I.F. PAD RE: STRUG d' HANDRftILS: REFER TC� �EGTION IOU�.12, !BG �40�1. 5T,41R.WAYS SHALL H�YE HANDRAIL� ON Et'�GH SiDE ANC? �Mt�I.L GOMPLY WITH aEGTION ��� iao�-a° _ -0 . io�2. ._� �' `��° HANDRAIL HEIGNT: R���F: TD S�GTION IG712.2, IBG �00�. H�IGHT 5HAl..L �� � ..� ._.._ � � � � - - - - - T � � � �� � � �� �� �J BE UNI�C?RM, NOT L,E55 THAt�34" AND NOT Mt71� THAN 3�tl AB�3V� 9TAIR C? TREAD NQ51t�lGG. �'`�- � Ix8 GUARD RAIL 4'-O° W � �' N�W 4x4 P05T �OR 2 � ���' GONG PAD HANDfZ,41L GRASPABILITY: REFER TD �GTI4�! 1012.3, IBG 240q. 1012.3.2 GI1AR[?Rt�IL 3lJPi'OR7 �42.1 ,42.1 TYP� IL � .�'� (TYPJ ��Ir +� � �Q�� �� ��� ���� HANDRAIL GONTlNUITY: iZEFER T4 SEGTIQN iQ12.4, IB� 200�i. GRIPF'ING h � BELC�Y+1 GUARR R�41L �'-II" i6�_b° SURFAGE9 5HALL BE GONTIi+�1DUS YdI7H NO IN?�RRUPTIUN BY NEW�L (j� � (� 1�,- 18 TREt�D� � II" EAGH F'f7�T9 OR t�TNER OB�?i2UGT10N5. � �/ � NDT�: ALL NEW GUNSTRUG`f�D �LEMEKTS SHA�LL B� i^IEATHERPROOF�[?, i HANDRAIL EXTEN510N5: REPER TO 5E�T14t� 1C?12.6, IBG 20C�i. HANG�R/�ILS � LLI � SrAIt�D, AND UR PAINTEt? TC> MATGH EXISTING STt�ND,�RD OF THE 8t11LDlhl� SHALL R�rURN To A �ALL,�UARD,aR TH� yVALKIN�SURFAG�. ��� Z tX�7 ,42.1 HANDRA,ILS 5HAl.L EXTEt�D Ht�RIZONTALLY AT LEA�T 12 II�IGH�� B�YC3NC1 � THE TOP Ft15�R Ah1D GUNTINUE TC� SLC�f� FOR THE DEF'TH 4F t�NE TRERt� �/ � � BEY4ND 1HE BQTTQM RI�ER. � ��� (� � ����� ������� ��•��� �#��� HANDR,�IL GLEIkRANGE: REFEi2 T4 SEGTION 1012.?, IBG 2C.'�OR. GLEAR � � ,.�1 /� ,. i �'°"'�' r"'�'��; I ��° = Ii " C�� 9i'AGE BETS^IEEN HANl�RAIL AND A� WA+L.L QE2 O"fHER SU�:P,�,GE SHALL �E w �IAI� � +� A MIK(1r&JM OP 1.5 INGH�. �,,i� GUARt�: RE�ER TO 9EGTION 1013.1, IE.�G 2C�t�'i.C�11ARD5�Nt�LL BE (� � � � LDGAT�L7 ALONC.-� C?PEN-51REP WHLKiNC� SUR�r�GES t�,Nf? LANL7fNG5 THA1' � � C� Al2E LOGftTED MDR� TNAN 30" MEASURED VERTI�A��.LY TU THE FLOQR „> W OR CaRAD� A�T tkNY P�INT WITHIN 36" NDRIZONT,ALLY TC7 TH� �DGE D� � ��� L� TNE 4i'�N 51DE. 6Ur4(�D5 9HA�LL BE ADEQUETE Ihl STi�ENC�TH AND � A"fTAGHMEt�T IN AGGORDANG� WITH S�GTION I�aCl"1.7. � � GIJARt7R,hIL HEIGNT; REFER TO SEG1'IQN 1013.2, IBG �C)Cxi. R.EQUiRED � � FAGE taP EXISTING GUARD9 SHALL NC+T BE LE55 THAN 42" HIGH,ME�Sl3I2ED VE(2TIGA�LLY �� EKTERIDR 51DlNG A�t?�/E TH� 1�D,IAGENT WAt_KING SUR�A�GE �R LINE G4NNEGTIMG LEADIN6 ED6E5 C3� TR�ADS. � II U4" C>PENINC'a LIMITATIONS: i2EFER 1'O SEGTICIN IPI3.3, 1BG 2C7C?�I. 1�EQUIR�D �r GUARE?5 SHALL NOT HAVE QPENINGS WHIGH AL.L�W PA55?�CE 0� A . SPHERE 4 INGHES It� DIAMETER �RC1M THE WALKII�C� �IJR�AGE 7� THE �/I�� . REG�UIRED HEIGHT. THE TRII�N�iJLAR OPENlNG�AT OPEN 51DE OF �TRIR, - FORM�D BY TH� RlSER, TREAD, AND BC7TTOM RAIL ShfALL 1�lOT ALLOY�I ��� PA�55A,GE c1� A SPHER� 6 11�lGHEa IN DIt�MET�R. NE1N GDNGRETE .� � PAD RE: aTRUG C CJPYRtGHT =' � �Victor Mark � EXISTING LOWER pEGK t�EW�x4 GOLUMNS NEW 2xi2 t�ND 2xb _ - DotlaldsOn � RE: STRUG STRINGERS RE: STRUG UP p `S' Architects d- �' AII aights Reserved IDD'-O" _ �t � 2'-� 114" 4�_D�� fJ�W 4x4 P05T FQR ` � �` ����2��� "`. GUARDRA9L SUPPORT � l�t?TE: AL� N�1^t GC,�N5TRUGTED ELEM�NT5 aHALL B� WEATH�RPROO��D, ST,�INEC?, AND UR F'AINTEQ TC) MATGH EXISTING STA�NpARD Q� THE BUILDING ' . * . ' � I�i � ���� � � q � ° ��' � DEMC� AND NEW �1�:�� �..,..C�,����� �1.�..C�C�� ��...��� ��., � � � � � �,�.�: i �.�. � �� _ �. �.����� � � F�C�OR PL.ANS o � � � # .A1 . 1 � � o � � o � � � � � �� o� � I�1 11 , � 4 � # ! 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STRINGER NOTGhfES SH?�LL NOT BE OVER GUT. � r�s � "„� � � � . � � � � � • �� _v__ �s� _ , i� � � � � EXISTIN� �OUND,4TION WALL � � �.../ /� � I _�=��-- --- � �... � �C � � � � � � NEW 4X4 GOLUMN- GC?NNEGT TO � �a PC3UND.�TIC1N l�IALL WITI-f (2)-3/4" � X '" � � EP4XY-fitt�tGHORS (4" SPAGINC� m � � �I� �r/ J EXI�TIN� BETWEEN SL�LTS fi�ND PROM POST ; • TO R.EMf�NK BOTTG>M) 4 �-----j- � � � ' � �_ � � ` � ; � j i / NEW 4X4X GC�LUMt�t _ � p � � ___�. __ f �� 1 ---, � � � �� ��. �� I �l � � i � � � 2'-I!"t -J'-3"t 6"-8 1/4"t �'-d /4" II I/4" I��... � N�W 4X4 f —NEW 8" GONGREI"� � NEW 6° GONGRETE SLAB � GQLUMN c12 P I ER W I TH BF-24 g2 ON-6RJ-�tDE W f TH #4 r4T � '�"""'� ? ''+ BIGFO�T �OOTINC� I'-O"' �AGH WfitY [ � � �Ar' ./ � Date t}4-04-2012 �� � � � �c� �— � ��\� � � � � ���� � � ���� Prawn B AVN Y II2'� _ ��_O�� ��c�4M f NC� T�107`�v; • CheCked By HS Praject No. 87�� I. N�W POQTINGS E4ND PI�RS SHA�LL BE �OUNDED �4 MINIMUM DF 4'-O" B�LOW FlN,4L CR.f�D�. � 2. 5E/� STRUGTUR/�L C`.-�ENER/-tL NOTES ON SFiEET 5Z FOR ALL STRUGTURAL SPEGI�IGATIC7N5, Revisians a � ca ri �. !� 501L5 �NGINEER 5f-t?tLL GONPIRM A55UMED SOILi� GONDITIONS DURIN� GOt�15TRUGTION. ��,_��_2�-�� v N N O N � � ' 3 a � r•. 0 r� � a Q U N .� t]. N � O .� W '��' �.�t�..��. . � _ . h � ����� � . .. O � C � � �� � �� � (J? �� � . . . . . � . . . . . . .. . . � � a .' ...�, . 4 . . .� . � _. . . .. ... . . . a �4',i,l GENERAI NOTES 2. LIVE LOADS USED IN DESIGN: 7. NON-SHRINK GROUT " � �y� � A. ROdF < 4:12 5L4FE 100 PSF ° �2�-a/8 cG THRU- ' A. NQN-SHRINK GROUT SHALL BE PROVIDED: 4X4 PC?ST—► BOLT� -4X4 F'OST � 51MP50N ,hG�44 �;� 1. BETWEEN COLUMN BASES AND CONCRETE OR MA5QNRY 5UPPORTS. !, B. ft00F > 4:12 SLOPE 80 PSF GOLUMN B,hSE * i ,r 2. BETWEEN BEAM BEARING PLATES AND CONCRETE OR MASONRY SUPPORTS. I1 �r 3. GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSNE STRENGTH C. EXTERIOR DECK 190 PSF OF 6600 PSI PRIOR TO ADDING BUILQIN6 LOARS ABpVE. 2X12 TR.El�U � D. EXTERIOR STAIRS 160 PSF g, Wppp i � �,,�/ --- �l�i��j� y !�ij��'!�� E. IMRORTANCE FACT(JRS A. ALL FRAMING AND TRU55 LUMBER SHALL BE DRY DOUGLAS FIR, �ARCH, GRADED BY < --- ��� ' �i CATEGORY I WESTERN WOQD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL � � � ' `� - 5EISMIC FACT4R IE I BUILDSNG CODE AS FOLLOWS: ♦� '" ��D ° 4 � � � � SNOW �ACTdR IS I m � WTND FACTOR IW I 2" THICK - 4" TO 6'" WIDE (WALL STU6 ONLY) STUD Fb = 700 PSI ,, o ; �, 2" TO 4" THICK - 6" AND WIDER N0. 2 Fb = 900 PSI � �r' ° ` F. WIND 5" TNTCK - 5" AND WIDER NQ. 1 Fb = 1350 PSI ` � ° Z • BIGFJOT 8�-24 ��'``e `°`� 3 SECOND 6UST 9@ MPH NOTED A�LOWABLE STRESSES AftE MINIMUMS AND FOR NONREPETITVE USE5 FRIOR � � ° PC>OTING WITt-I 8" FASTEST MILE 85 MPH TO ALLOWAB�E STRE55 INCREASES. " ° EXPOSUftE B Q GC7NGR.ETE PIEI� _ ' ,� �J ��C�� �-X 0 WITI-f (3)-#4 �IERTIG,hL B. WHEN PRESERVATIVE TREATED LUMBER I5 REQUIRED BY C4DE ALL CONNECTIONS AND ♦ .� d- f�.ND (2)-�✓ TI�S G. LIVE LQADS ARE ftEQUCED PER CQDE IF APPLICABLE. NAILING SNAIL BE AdEQUATELY GALVANIZED (DOUB�E pIPPED OR SETTER). 0 4 �� � H. CaDE USED IN DESIGN: INTERNATIONAI BUILDING CODE, 2009 EDITION. C. TREA7Ed SILL P�ATE �UMBER h1AY BE HEM-FIR, STRUCTURAI #1 6RADE. 2X12 STRING�R Y hA � ____� 6 I/2 t DO NOT OVERGUT , 2. 7ESTING, INSPECTIONS AND OBSERVATIONS: D. PROVIDE METAL CROSS BRIDGING NOT OVER 8' ON CENTER FOR A�� 2X WOOD JOISTS. 5TEP5 WITH 2X6 ..C"'.-,LU�D �n ' v �� � SOLID BLOCKING BETWEEN ALL 7QISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS f2 f'�ND N,d.iL�D WITH a (2)-ROWS 8d X 2 I/2" A. THE STRUCTUftAL ENGINEER DOES NOT PR4VIDE INSPECTIONS OF �ONSTRUCTION. IS REQUTRED. N?.ILS /�T 6" - � u��""""""'�"�" li- STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF TNE CONSTftUCTIQN; {�t) c� a ° T� SUCH OBSERVATIONS SHALL NpT REPLACE REQUIREQ INSPECTIONS BY THE GOVERNIN6 E. FASTEN ALL WOQD MEMBERS WITH COMMQN NAILS ACCORDING TO THE TBC SCHEDU�E �Q�{�� � ���I��� »��11= `���� AUTHORITTES QR SERVE AS °SPECTA� INSPEGTIONS" AS MAY BE REQUIRED BY TABLE 2304-9.1 UNLESS NOTED OTHERWISE. �l���-� ��-���j EI1 7I1��1S, ZI1C. CHAPTER 17 QF 7HE INTERNATIONA� BUI�QING CODE. �� �� r �� � �_� � F. LAM2NATED BEAMS B. TME FO�LOWING WORK SHALL BE INSPfCTEp BY THE 5PECIAL INSPECTOR UNLESS 1, ALL LAMINATED MEMBERS SHALL BE FABRICATED OF dQUGlAS FIR LARCH AT �� � �� ( Av an SPECIFICA�LY WAIVED BY THE BUILDIN6 OFFTCIAL. LESS THAN 12 PERCENT MOISTURE CONTENT IN ACCdRDANCE WITH WCLIB. ALL � ��2 - � -p� P.�3. T3c�Y 1�i�)t 1. SOI� PREPARATION SIZES SHOWN AftE NET. ���- � � � �� � 7t}f3enciim��zlc I2oztci,�uitu 2t)� a. EARTNWORK EXCAVATION, RLACEMEN7 AND COMPACTION 4F EILL AND f��°",�°�°`����'���'��� 2. LAMINATED MEMBER SNALL BE DETAI�ED ANd FABRICATED IN ACCORDANCE �97{}�c�qc�_�~7f,�; IN-PLACE DRY DENSITY OF THE COMPACTED FILI FQR CONFORMANCE WITH WITH THE STANDARD SPECIFICATIONS FOR THE QESIGN AND FABRICATION OF 3/4" = ('-�'" Fµ�X(97t)}�J��}-4C)5� THE AFPROVED REPORT, STRUCTURAL GLUE LAMINATED TIMBER, LATEST EDITION AS PUBLISHED BY AITC. ENI�LIZ. Eavozl(c�znt>nre�e:-r�e��cil.cc�rs� 2. CONCRETE CONSTRUCTION 3. PROVIDE UNITS CONFQRMIN6 TO AITC 117, 24FV8, D.F. FOR CONTINUQUS a. PERIODIC INSPECTION OF REINFORCING STEEL. MEMBERS AND CANTILEVERS AND 24FV4, D.F. FOR SIMPLE SUPPORT MEMBERS, Denver b. PERIODIC VERIFTCATION OF USE OF REQUIRED DESIGN MIXES. MEMBERS SNALL BE DESIGNED WITH ZERO CAMBER WITH TOF 5URFACE CLEARLY l7t�t `Vynkot��s S�a-€;et,Suite 2�?t� c. CONTINUOUS INSPEGTTON AT TNE TIME FRESH CONCRETE TS SAMPLED TQ STAMPEp ON EACH MEMBER. L�er�ver,�`«ic>r;�cie�bC?2�r FABRICA7E SPECTMENS FOft STRENGTH l'E5T5, PERFORM SLUMP AND AIR �X12 TRE,4L7 ������'��"�{��'� CQNTENT TE5T5 AND DETERMTNE THE TEMPERA7URE OF TNE CQNCRETE. G. PlYW00D DECK AND/OR ORIENTEQ STRAND BOARD. ]�AX(3{)3)Ei7_3-C�C�C)2 d. CONTINUOUS INSPEC7ION OF CONCRETE PLACENIENT FOR PROPEft APPIICATION 1. PANEI 7HICKNESS SHALL BE AS SHOWN ON THE DRAWING. APFLICATION SHALL F'iYI1�Ii, clenv�;r�c7at�csnrc>e-c�e�vell.ca=z� TECNNIQUES. BE IN ACCORDANCE WITH RECOMMENDATIONS OF 7NE AMERICAN P�YWOOD � e. PERTODTC IN5PECTION FOR MATN7ENANCE OF SPECIFIED CURING TEMPERATUREI AS50CIATION. . AND TECHNIQUES. 2. EACH PANEL SNALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE � ';r`", ``'�`�� AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF ♦ '` . ,� ��� 3, FOUNDATIONS U,S. PROQUCTS STANDARd PSI, LATEST EQITIQN F4ft PLYWOOD. A�L PANELS ,��' :•• '� �,�'� A E I N 20 0 R F. THE WHICH HAVE ANY EDGE OR 5URFACE PEftMANENTLY EXPOSEQ TO THE ° �^}`,*,��'•� ``�fi�!�°a��r+�}, . A. THE ALLOWABLE S�I� BEARING PRESSURE SSUMED IN D S G IS 6 S WEATHER SHALL BE OF THE EXTERIOR TYPE. � �.,�� ��'� CQNTRACTOR SHA�L RETAIN A IICENSED SOILS ENGINEER TO INSPECT THE 3. FOR FLOORING USE 3/4" T&G STURD-I-FLOOR SHEATHING G�UEd AND NAILED � ° �� �'� FOUNDATTON EXCAVATS�N. SOIL5 ENGINEER �HALL VERIFY IN WRITING THE ACTUAL WITH 10D NAILS AT 6'" ON CENTER ALON6 PANEL ED6E5 AND AT 12° ALONG �'`�' �" SOI�S CAPACITY IS EQUAL TO OR GREATER 7NAh! ASSUMED. INTERMEDIATE SUPPOR7S. � a -r`'� �"'��}� `�_� � 4. FOR RdOF USE ?" (46/20 SPAN RATING) EXPOSURE I SHEATHING NAILED ° ♦ '`� B. AlL FOQTING BEARING ELEVA7ION5 SHOWN ARE ASSUMED. EXACT BEARING WITH 10D NAILS AT 4" ON CENTER AIONG PANEL EDGES AND AT 12" A�ON6 � / '""� � '� .�'� E�EVATIONS SHAI.L SE VERIFTED IN THE FIELD WTTH ACTUAL CONQTTIONS BY INTERMEDIATE SUPPOftTS. Q ° �,/' � `���� ' CONTRACTOft WITN APPROVAL QF SOZLS ENGINEER AND ALL BOTTOMS OF FOOTIN6S 5. EXTERTOR WALLS SHA�I HAVE ONE LAYER OF 1I�`" EXP45URE I PlYW40D OR �' '�"�"�' SHA�L BE A MTNIMUM OF 48'" BELOW EXTERIOR GkADE. O56 SHEATHIN6 NAZIEQ WITH 8d Qft 10d NAILS AT 6" ON CENTER AIONG PANEL o 6 (/2 t 2X12 STRING�F2. � ) R4 NOT OVERGI�s' EDGES ANp 12" ON CENTER AT INTERMEDIATE St1PPORTS. ALL PANEL EDGES STE�' WITf-I 2XC� EaLUED C. ALL FOOTTNGS ARE TO BE P�ACED ON FIRM, UNDISTURBED, NA7URAL SOIL OR SHALL BE BIOCKED. �2 AND 1�l,�ILED WIThI PROPERLY CpMPACTED BACKFT��, APPR4VEp BY TNE SOII.S ENGINEER. BACKFILL 6« F�OORS AND ROOF SNEATHING SHALL 6E INSTALLED WITH THE FACE GRAIN (2)-RC?WS 8d X 2 V2'" SHALI BE CQMPACTEQ TO 95% (MINIMUM) MQDIFIED PROCTOR DENSITY PER ASTM PERPENDICULAR TO SUPPQRTS WI7H END 70INT5 STA66ERED, NlS.ILS ?,T 6" r � � D1557 UNLE55 QTHERWISE RECOMMENdEd IN THE SOILS REPORT. TF SOFT SP47S ARE 7, INSTALI 5U2TABLE EDGE SUPPQRT BY USE OF PLYC�IPS, TONGUE AND �"� J ENCOUNTEREd REMOVE SOIL AND RECOMPACT WITH APPROVED FILL {RE: SOTL GROOVE PANELS OR SOLID WOOQ BLdCKIN6 SUPPdRTS. � REPORT FOft QESCftIPTION OF BEARING SOIL). , � H. WQOD DECK ���� �` � I �I `M� G. ....■ D. CENTER A�L FOOTINGS UNDER COLUMNS UNLESS NQTED QTHERWISE ON P�ANS, � WOOD DECKIN6 SHALL BE 2x T&G DOU6LA5-FIR IARCH (E=1,70@,00@ PSI, Fb=1450 � (���� � ��_p�� E. CONFRACTOR TO PROVIDE, AT HIS EXPENSE, FIEI.D DENSITY TESTS 4N COMPACTED pSI). PIANKS SHALt� BE SPLICED AT CENTER QF Sl1PPORT MEMBERS WITH Ad7ACENT � FIL� UNQER FOOTINGS ANR INTERIOR SLABS-QN-GRADE. P�ANKS SPLICED AT ALTERNATE SUPPORT MEMBERS. EACH DECK PLANK SHALL BE SLANT-NAI�ED TO THE TONGUE OF THE AD70INING COURSE WITH 8d NAILS AT 2A" � F. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONdITI0N5 MAY ON CENTER WITN ALTERNATE PLANK NAILIN6 OFFSET 12". NAI� EACH PLANK TO BE TNSPECTED PRIOR TO PLACEMENT QF ANY FILL OR CONCRETE. EACH SUPPQRT WITH (2)-16d NAILS-1 STRAIGHT, 1 SLANTED. WOOD DECKIN6 SHALL � BE GLUED IN THE GROOVE 7QINT WITH 49% GLUE COVERAGE. � G. FOR SdIL DRAINAGE REQUIREMENTS REFER TO SOTLS REPQRT ANq CIVIL QRAWINGS. I. LAMINATED VENEER LUMBER MEMBERS SHALL HAVE TH� FOLLOWING STRESS � /C; 4. CdNCRETE CAPACTTIES: FB = 280@ PSI, E = 2,000,600 PSI, FC = 750 PSI, FV = 285 PSI. � # BUILT UP MEMBERS SHAL� BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS' A. ALL CAST-IN-PLACE CONCRETE SHAL� BE MADE WITH TYPE 11ZI POftTLAND CEMENT, RECOMMENDATiQNS. CONTRACTOR SHALL HAVE THE OP'TION OF USIN6 3 1/2" OR STQNE AGGREGATE AND SNA�L SATISFY THE FOLLOWIN6 REQUIREMENTS. S 1/4" WIDE MEMBERS. � CQNCRETE ITEM F'C MIX TYPE MAX WjC RAT30 % AIR ftEQ. 9, NON-STRUCTURAL ELEMENTS �� � FOOTINGS AND PIERS 2506 si STQ --- --- � P A. ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC. ATTACHED TO AND/OR � � EXTERIOR CONCRETE SLABS (++) 4509 p5i STd 0.45 6%-8% SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS ANd ��� QTHER STRUCTURAL MOVEMENTS. i IC� � ++ MAXIMUM S�UMP SHAIL NOT EXCEED 4'". �'"-"1 B. FIRE PROTECTTON FdR ALL 5TRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET A����j B. CONTRACTOR SNALL SAWCUT OR TROWEICUT 70TNTS IN SLABS ON GRApE. JOTNTS ALL CODE REQUIREMENTS FOR THE TYPE dF CONSTRUCTIQN SPECIFIED BY TNE � � �� SHA�L BE SPACED 10 FEET AND SAWCUT OR TROWELCUT 1/4 OF SIAB DEPTH X 3/16" ARCHITECTURAI DRAWINGS. STRUCTURAL STEEL MEMBERS SNALL BE CONSIDERED , � WIPE WITN3N 12 HDURS AFTER POURIN6. CARRY AlL SLAB REINFORCEMENT THROUGN UNRESTRAINED UNLESS NOTED QTHERWISE. � { ; ' � � W � 70INT. 3 f ,._. � � _��__�_� _______ � � I � , l � 10. 6ENERAL � � j �� r j� C, SLABS, FqQ7TNGS, ANd PZERS SHALL NOT HAVE 7dINT5 IN A HOREZpNTAL PLANE. � � i � � � ; � � ; ��i� � ANY ST(7P TN CONCRETE WOftK MUS7 SE MADE AT TH2RD POINT OF SPAN WITH A. ENGINEER`S ACCEPTANCE MUST BE SECURED FOR AL� STRUCTURAC SUBSTITUTIONS. � ( � � ? � � I s �� � � VERTICAL BllLKHEADS AND HORTZONTAL SHEAR KEYS UNLESS OTHERWISE SHOWN. ALL � � ; j � � � � ; j � � � CONSTRUCTTON JQZNTS SHAE.I BE AS DETA2LED OR AS REVIEWED BY THE ENG2NEER. B. PROVIDE ASPHA�TIC MASTIC-COATING ON AL� STEEL AND WOOD 6XPOSEp TO EARTH. � � � j I ; � � ( ! ` I I � I l I I N s � ! � I i � D. ALL CONCRETE WOftK AND REINFORCEMENT DETAILZNG SHALL BE IN ACCORDANCE C. WATERPROOFING, VAPOR BARRIERS, ETC., SHALL BE A5 SHOWN ON THE � X� � � ? � � ,� � j j !� ` � " � � � WITH ACI BUILDING C4DE 31$ LATEST EDITTON�, UNLESS NOTEd OTHERWISE. USE ARCHITECTURAL DRAWINGS ANQ AS INDICATED IN THE SPECIFICATIOtJS. � ( dI � i ' � � � � i ; '! � j i � �i��� STAN[7ARD HOOKS FOR DOWE�.S UNLES5 NOTED OTHERWTSE. ALL EXPOSED EDGES QF = � � � � � lU ( ( ` I ` � s ' € � � CQNCRETE WORK SHALL HAVE 3l4 INCH CHAMFER. D. ALL MASONRY AN6 STONE VENEERS SHALL BE ATTACHED TO ZNTERIOR AND EXTERIOR ; �I � t � I I � Z � � € �� !---�-: � �( I h � i i �-.-.___�_�--------—----- WALLS AS SPECIFIED IN SECTION 1405 OF THE INTERNATIQNAL BUI�DING CODE. � N ' ' I � � � � � ( � � , S. ftEINFOftCEMENT � � � � � � � K I� E. ALL DIMENSTONS ON 5TRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIE�D j 11� � � j EX�15TItJC� 2�6 ' � ij f � � � � � � � � 1 A. AL� REINFORCING SHAIL BE HIGH-STRENGTH DEFORMED BARS C4NFORMIN6 TO ASTM CONDITIONS AND ARCHITECTURAL DRAWINGS. 3 � � f ?� I'-4° � � � � s E3� � A615, GRA4E 60 EXCEPT TIES, STIRRUP5 AND PLATE ANCHQRS WNTCH SHA�L BE � ! � � � ! ; I �, � � �� DEFORMED BAR5 AS7M DESSGNATION A615 GRADE 46 OR ASTM A706 GRADE 60. � # � i ' ' � ' ` � t .+ � F. CONTRACT4R SHALL VERIFY ALL ASSUMED EXISTING CQNpITIONS. IF CONDITIONS d ! � � � � E G ; � i � /� ARE DIFFERENT TNAN ASSUMED, N(7TIFY EN6INEER. I 1 C.� � � � � �'� ; � V J �\ B, WELDEb WIRE FA6RIC SNALL CONFURM TD ASTM A185 6RAQE 65 AND SHALL BE I � 1 ? � � ( 3� � 1�� � IAPPED ONE fULL MESH AT SZDE AND ENR SPLTCES AND W2RED TOGETHER. �� --•- � ---�--- - � ` - - � �- �� �� l �� i �� � i------_------� 3 e _�_ _� � �E �- .._� .______�__. _.__. a____ _A____p_______ �_�__.,__v� ___ �.__________ �___ - _ NEI�V 43�10-=5'TRUG'T'URAL�i GRfh�E m���-- _.:-____� _____LL�� { C. REINFORCEMENT PROTECTION UNLESS NOTED OTHERWISE: � _ � ��__..__�__..T____.�_.�_._____., „_____'.__�.____._._, ' 1, CQNCRETE PQURED AGAINST EARTH 3° Q1XE' �4-04-2Q12 2. CONCRETE POUREd IN FORMS (EXPOSED TO WEATHER OR EARTN) 2" NOTE: �XiST1NG �R,�iMING 3. CO�UMNS ANd BEAMS (TIE BARS) 1-1J2" TC"1 REMPtIN IN PL,4GE � C�NLY EXISTIN�"a �D�� B�A�M Drawn By AVN D, REINFORCEMFNT PLACEMENT AND TOLERANCES SHALC BE IN ACCORDANCE WITN {aH.4LL BE F?.�PLf�GEC7 W1Thi SEC7ION5 7.5, 7.6 AND 7.7 OF ACI 31$, LATEST EDITION. EXISTIN.C-a N�W 4X{O STRUGTUR,,�L �� �h+ecked By }""�� 4X4 GC?LUMN GF�.,hI�� TIMBER E. NO SP�ICES OF REINFORCEMENT 5NA�� BE MADE EXCEPT AS DETAI�ED OR p����� (ti,��� ���7 AUTHORIZED BY TNE STRUCTURA� ENGINEEft. LAP SPLICES, WHERE PERMITTED, SHAI� BE A MINIMUM OF 48 BAR DIAMETERS FOR #6 BARS AND SMALLER UNLESS NOTED � QTHERWISE. MAKE A�L �ARS CONTINUOUS AROUND CORNERS. Revisions � � �' �. STRUCTUftA� STEE� � � � �- ��� � �� ��� /%�- � ����- � ��� fJ4-16-2012 � / � A. A�L STRUCTURAL STEEL SHALL CONFORM TO A5TM A36 EXCEPT WIDE FLANGE BEAMS N � WHICH SHALL CQNFORM TO ASTM 992, {5@ KST) ANp EXCEPT PIPE COLUMNS WHICH � �_ ���� ��\� r � � �� �_ �^���\� t �\���� � � ���\� SHA�L CONFQRM TQ A5TM A53 AND TUBE CO�UMNS T4 ASTM A500, GRAQE B, LATEST I � � EDITIONS. STEEL SUPP�IER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION. � MISCELLANEQU5 EMBEDDED ITEMS 5HALL BE A36 STEEL. ��2„ � �,��„ ' vy B, ALL STRUCTURAL BOLTS SHAIL 8E A32SN INSTALLED TO A MINIMUM SNUG TIGHT o CONDITION. ALL ANCHOR BO�TS SHALL CONFORM TO ASTM A397 UNI.ESS NOTED m OTHERWISE. o . ¢ � C. STRUCTURAL STEEL SHALL 8E DE7AILED AND FABRSCATED IN ACCORDANCE WITH THE � LATEST PROVISIdNS OF AISC "MANUAL OF STEEL CONSTftUCTTON." a � D, ALL WELDERS SHALL HAVE EVTDENCE QF PASSING TNE AMERICAN WE�DING SOCIETY � v �x �° STANDARD QUALIFTCA7IONS TESTS AS OUTLZNED IN AWS-Q1.1. � � �'� �,, X W E. MINIMUM WELDS 70 BE PER ATSC 7ABLE J2.4 BUT NOT �E55 THAN 3/16"' CONTINUOUS 0 " FILLET UNLESS NOTED OTNERWISE. a� � � � ��� :,:��. �i ��< G o . ,- -cs c t m f"� US ,r:���"� ��jy �,"' � �..;��.,?�.st #. �:.,..»m��p "�w,�..w�•,aa�;sa��-.,�. .� � t+- O h � d �