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HomeMy WebLinkAboutVAIL VILLAGE Filing 1 TRACT B ENTRY.PDF ____M _..��_ � ....__,_.. .�� _ n .- r _ �. � , � -- - - -- - , ,._._,.�. -.�-� --.- - - - - -- - - - - - --- --- _ -�- _ -�__�- �-- _ . - , -- - - - - - - __ - _ - - - - - -- - T -- -- - - --- - ----<- - - - �-- --- �.. - - - M ., � , , � _ . < , , ;' , . � � . , � _ � 7 _ �F ° � 3 ` = , � . .... .. � i r p -� -� �� -� � � �� � � � � � � �� � � � � � - � � � - �_ REVISED � PERM IT SET � � � ' t " ° � • 7 - � . 1 _ i ` • � � ` Y , � Y� ' � � , , / � .�• � r � . � - � \ � � � � � � � �� � � � � � � � r � � � : � - � . � - �� - � � - � � � � � � � � �� � . _ � � � 03 . I8.2003 � �: _ , , . . . � , � , . � p� . � t � , _ - _ - _ . � . , � � . _ - _ � � � _ � ._ , . � � � _ < < � . . . � . , . � -� � � . � � . � _ _ _ . , - �� � �� �� ,- � � � _ . � - � � , � � � . , �� ; � . � i, . .� � � rt . . . , _ . . . � , , - - _ �_� �. � � z �;� � {� � � �29Z EAST � ME�ADOW DRIVE � VAII �OLORADO 8 i 657 � � � � - ` � � .. . > > > : , � . r � f �, - , � N � _ . � � - � . � � � � � � � _ � �` � � � � � GENERAL NOTES: � , � � . . , ;�� � . � � � �. � �� : , � _� � - _ � . PROJ ECT TEAM. � PROJ ECT SU M MARY: � . _. , , � ' I. DO NOT SCALE DRAWINGS. � � � � �' � . � � � ' .. ' , ' � � , _ _ � _ ' . , .. , ARCHITECT . , _ CODE: � � UNIFORM BUILDING CODE, 1997 � k _ . ' - 2. "VERIFY ALL DIMENSIONS, C4NDITIONS, AND UTILITY LOCATIONS PRIOR TO BEGINING ANY WORK OR ORDERING ANY _ � � K.H. WEBB ARCHITECTS P.C. ` �� � MATER1ALS. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES iN THE DOCUMENTS IMMEDIATELY. _ � - s � � �_ � � � P .. � � , � . ' 953 SOUTH FRONTAGE RD. SUITE 216 OCCUPANCY CLASSIFICATION: - _ � � " ' ' � ' ' � VAIL CO 81657 GROUP R; TYPE I I-F.R. DRAWING INDEX �, - o r - 3. AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY R�SOLVED WITH WRIT.TEN APPROVAL FROM THE ARCHITECTS PH. 970.477.2990 � '� � � BEFORE CONSTRUCTION CONTINUES lN THESE PARTICULAR AREAS. . � � , ' ' . - , FX, 970.477.2965 ' � ZONING: � ' r, . `, . _ . 4. PLAN DIMENSIONS ARE TO FACE OF STUD, CENTERLINE OF STEEL, TIMBER, STUD COLUMNS, OR FACE OF CONCRETE UNLE$ ' , studio@khwebb.com PUBLIC ACCOMODATION DISTRICT , ARCHITECTURAI , - ' � OTHERWISE NOTED. SECTION AND ELEVATION DIMENSIONS ARE TO TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL CONTACTS: KYLE H. WEBB; A O.O COVER SHEET � � ' - STACEY JONKER ' � � �—, --=� - � _ PLATES OR BEAMS UNLESS OTHERWISE NOTED, � _ A I.O I:io SITE PLAN � � � e ' . � � A 2.0 iia" PLAN 5. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS INCLUDE BUT ARE NOT LIMITED TO ' GENERAL CONTRACTOR - �� � ' A 1.1 ��4 ROOF PLAN AND R.C.P. rr - CEILING AND WALL MOUNTED FIXTURES, TOILETS, TOLIET ACCESSORIES, CABINETRY, COUNTERTOPS, SHELVES, CLOSET ROD: ' , 4 ,:� � AND FA�SE BEAMS. INTEGRATED RESOURCES LLC A 3.0 1�8" NORTH ELEVATION � � � ° � ` 220 BOULDER Sl`REET _ A 3.1 ELEYATIONS & DETAILS ` 6. REFER TO FIQOR PLANS FOR DOOR LOCATIONS. �REFER TO DOOR SCHEDULE FOR DOOR TYPES. , MINTURN, CO 81645 A 4.O SECTIONS & DETAILS � _ � - - PH. 9�o.s2�.5634 SYM BO LS: � A 4.I SECTIONS & DETAIIS � � , 7. REFER TO FLOOR PLANS FOR WINDOW LOCATIONS. REF�R TO WINDOW SCHEDULE FOR WINDOW TYPES. CONTACTS: ED/LARRY ��' . � _ , _ F,� . � , - r � � 8. COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTURES TO FIT WITHIN CEILING FLOOR AND WALL SPACES. VERIFY � - `' � ' ' , WITH ARCHITECT WHEN DIVERTING FROM DRAWINGS. � 4'o a',A , _ - � � - , � � - . _ STRUCTURAL ENGINEER , � . _ ! � ' \ � � ' Section Cut Reference Detail Area Referen� � _�_ " ,� _ ` µ 9.� IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED�BY THE CONTRACTOR FOR CONSTRUCTION OF ANIf KRM CONSULTANTS INC ' � ���� � ' " " ASPECT OF THE PROJECT, THEY SHALL iMMEDiATELY NOTIFY THE ARCHITECT. FAILURE TO GIVE 10 DAY NOTICE TO ARCHITECT ° - , � ,�I�� ` ' SHALL NOT CONSTITl1TE A DELAY IN THE PROJECT. ` , PO BOX 4572 A o EL o-o° - / , Communiry Deve�opment 'r ' - ' � � - ` VAI L, CO 8 I 658 ' '�►;y �epartment ' � ' r Elevation Reference Elevatfon Symboi TO�l�To� r,Ar� Building Safety& Inspection � �� '. - , 10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL APPLICABLE CODES AND OBTAINING ALL PERMTS ' � PH. 970.949.9391 l r�v ��i� services . � " FX. 97�.949.�577 - 1 1 o�r8r�anhng oC a�UnI: rm Butldfng Code,VaJldtt�ot Permit,The issuanc0 ; , AND REQUIRED APPROVALS. THIS PROJECT IS GOVERENED BY THE UNIFORM BUILDING CODE. COMPLIANCE IS MANDATORY� 4 fA q_ thall not be con sru dtto bepar�V�of plans,speaficat�ons r,nd computapon� � � , CONTACTS: KIM McGHEE, P.E.; �,Yo<<,,� Pemut for,or an approva�o(�y�lolauon ol � THE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK THAT DOES-NOT CONFORM TO ALL RELEVANT CODES . �EFF LEONARDO oetai�cut Reterence Large Area Detail Reerence _ � ���5 Prcsunung to grve a thonorofany otherordinance of the�unsd�cnun, r y o violate or can c e l t h e p r�y is�ons o f y� . � INCLUDING IN THE UNIFORM BUf LDING CODE AND ALL LOCAL AND REGIONAL CODES. ` Th eiss��e o�d8 a nces o fche�unsd�chon shail not Ue vaLd, `� 4 , Peraut based on plans;s c�ficat�o.�s and other data s ' �ROrsren sa�dthe bu,ldmg offic,�1 fram themafter reqwnn t�„ � � � � , � - 1 I. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL FIELD COORDINATE AND OBTAIN APPROVALS FROM THE � � g ° on or � 1 12/31/1999 pi�s,s cificahons and other data,or from pre ntmg 6 ldmg , operauons bem camed on thereur.der when m v�ola a � , - ' ' ARCHITECT/ENGINEER BEFORE ANY CUTTING� NOTCHING, OR.bRILUNG OF ANY CAST-IN-PLACE CONCRETE, $TRUCTRUAL ' ' e�Yocherordmanc of s unsd�ction uus cod orot ` " � Revision Cloud Revision Symbol � �, - ' �_ , ` ,�� - FRAMING, OR ANY OTHER STRUCTURAL ELEMENTS WHICH MAY AFFECT THE STRUCTURAL INTREGRITY OF THE CONSTRUCTI�N. _ INITIALS: • ' , . , - , , , DATE: � � _ 12. THE GENERAL CONTRACTOR SHALL VERFIY ALL EXISTING GRADES AND SCALE OUT THE BUILDING FOOTPRINT FOR OWNER • , �- � �� , � , O O - , AND ARCHITECT APPROVAL PRI4R Tl7 BEGINING ANY SITE WORK. M O U NTAi N HAU S � ' � - - � Gnd Bubble Matenal Tag ' � � , � � . I 3. THE OWNER HAS BEEN ADVISED THAT DUE TO HARSH WINTER CONDITIONS, ROOF & DECK SURFACES MUST BE ' - - � 'T � ° - MAINTAINED REASONABLE FREE OF ICE & SNOW TO ENSURE MINIMAL PROBLEMS WITH THESE SURFACES. � , ` ,� ; �� , � _ � , � i4. SUBSTITUTIONS OF "EQUAL" PRODUCTS WILL BE ACCEPTABLE WITH ARCHITECT'S'WRITTEN APPROVAL ` � f � �- , - � , ' . ' , 15. IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR , � � , � ` � � PROVIDE ALL LABOR, MATERIALS TRANSPORTATION, SUPPLIES, EQUIPMENT, ETC. TO OBTAIN A COMPLETE JOB WITHIN THE ' . ` � � ' , RECOGNIZED STANDARDS OF THE INDUSTRY. . � � - , 16. ALL CC�NSTRUCTION IS TO FIT WITHII�f THE BUILDING ENVELOPE AND/OR OUTSIDE SETBACKS WITHOUT CREATING - S' FR�NTqGE R� 0 , ' � � EASEMENTS, NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. �cv� E' ' - _ _ - s�� , � ' ` ' (7. TH� GENERAL CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES. ALL UTILITIES SHALL BE � �' k� = . - ' LOCATED TO MINIMIZE EXCAVATION AND VEGETATION IMPACTS TO THE SITE. ` , �' � � M�A�OUI/ ' � � - � OR. � . , , �� . y � 18. THE GENERAL�CONTRACTOR SHALL MINIMIZE THE LIMITS OF EXCAVATION AND TAKE ADEQUATE MEASURES TO PROTECf , � e " ALL VEGETATION BEYOND THE LIMITS OF EXCAVATION. ALL AREAS OF DISTURBANCE SHALL BE RE-VEGETATED TO BLEND . � GoRE �REEK �' , � , � ` ��, � ._ � WITH THE NON-DISTURBED LANDSCAPE EXCAVATION. ALL AREAS OF DISTURBANCE SHALL BE RE-VEGETATED TO BLEND WI'H - � ' i H, , , , � THE NON-DISTURBED LANDSCAPE. ° � , �� � ' � � ' � . � 19. THE SOIL REPORT I V I F ' C`��A m L ., ' S S A A LABLE ROM OWNERS SOILS ENGINEER. � ��<<O ` VAI L GOR CREEK DR. � s , ,+� , V rn � n �_ " , 20. GENERAL CONTRACTOR SHALL VERIFY ALL SITE DEVELOPMENT WITH LANDSCAP� CONSTRUCTION DOCUMENTS. THE SRE RO � y, " L ' - PLAN IS FOR GRADING AND LANDSCAPE PLAN IS FOR LAYOUT; ANY DISCREPENCIES VERIFY WITH ARCHITECT. _ 3 ?� � �' ; - . ' - � , ' � � , rr � � . ' � ' � ' " _ - 1 ��'c� ' ` . ° . ' . � �� . � , , . � , ` , . , - � � ' •�', ' , • , : _ �f = � � _ � ; - � �, , � . � - VICINITY MAP � r � . �- � . , � � . , ; ,. , . � , _ . . � �- �.,..�� � � � � - . N.�.S. . �� � _ _ � _ _ � _ e . , . _ , , , -�_ ;�� � , � � _' . . w -. �' � � - . _ � �'ca�rn of Vai1 �� , ` r , ` ` , , , ' _ . . . . _' `' �� � � - � _ � � � _ . �0�� ���� � . , � , , . t� = � T - - � • . • -r � . - - �� , _ - ° � � . � . - ; , ..� y � � ` , . , � � , - _ , _ � y . , _ � � � . C � � , ' � , �. � � � � � � a r � � � �, � e � t �� S . . � � : � - � - 953 South Fronta e Rd West Suite 2 I 6 � � � , � -_ - � . � � � � �� � � . � , - � _ g R�C����� � � � .� -� � � � � > > � � - ; ; . � _ - � . � _. �. � - � - - �Vail, Colorado � � 8I657 � r , - . - � � . - � t � . ' , _. `. , _ _ - - � � MAR Z � 2003 d fa � �� •� - � � , � �� �_ � { _� � studio��khwebb.com (p)970.477.2990 � _ � . , � � . m _ , _ _ _ �-��-���.���. k � . _ , � ( + , r � ` + � r i ' — ' n , ' � • �Yf ` Si + � 1 d ' � ' , i ' > 1 .. .. y � ` _ �'"zF�`i � _ '._ _ __ � .,_ _ ......_.___.....�..�.---........_._.,,.......,�,a......_.a._d_.... _�� _� _ � - - '._' __ __�� �_ _. _ _�'_ _, _ .....w.-.� _...a- --..,..--.m.- ._.._ ...r.a.� __' _ _' _ ' - ^ - '�--•�"-- , __ "-__.--�..., _ -- _-.._,.,.�'z'� �. f�"'- +.�....r,.,.,.-„-.-r__..-_., _ - � --._ ��___ _ _ _ _ _ _ ___ � -_____�'_ • _� _ _ _ _.._�_._,__�,_ _ �_....,.. ti..,�a.. ... ,...-. .,..,- .. _ _,�.�._ .._. d _ ''----"`�.e�,��°_�...._._—_._. __ ._ ........ . ��.�-__ � .�.. _. . , _ a._. _ _ r __... _ _ - - , _ - -_-- - -,� �_ .. � _ , , , � �- - -- --�-- _ r _ - - - . T- - -- -- - - - - _ - - - - - - - -- -- --- -- - - -- - -- - ; � � _ , � _ " � � - , , ' - �� � ` � ' � � � '- ` � V ; � _ ' , ' , � _ �_ _. , - - � . - " � - � � ,,,�,"., � ' , , , w . � ' ` � °O ^� , . �_ [ f V � _ ' _ ' _ ,, � �' t, � � . + � , � , _ o � � x _: ,4 , . r , . , , '._ ` ' , , � _ - � y o�^• � , � _ � _ , � . ; . ' , , " ' , , _ - , , ' - " ' � n� a � N � ` - � � . . ' , , �_ • � ` �f � . __ - � � � I ' , � ` - ° ' - " ` , - - _ �ENERAL NOTES: �- { , , iYSTEiJ NOTES. + � � � � � _ ` •�'� ' y�y � � I " , �� � ' ' - ' � , ` �� ' � � ' 1. CONTRACTOR TO FlELD VERIFY ALL EXISi1NG �1 - BRig(PAVERS (SEE SPEC.) ON 2' BEDDING 3 � � r � - �� ' ' ' CONDITIONS AND ASSEAIBLES CONTRACTOR TO - �° - � ` � r � i - NOTiFY ARCHITECT IF PROPOSED ASSENBUES >�� � 4' GRAVEL ON COhIPACiED BASE W/ p , { x� - � � -_ � ' _ , ' ' ' � � ARE NOT COI�iPATIBLE WITH CONSiRUCTION ���T , _ � � � , ° �, . � . ` ' � � � - � _ , ' DOWI�ENTS �2 - P1 ON ROAD BASE PER LO.V. BUS ` � ' ` � , - - , , � ' ` � ' iTANDARDS ••• , � ' , � ' : 2. CONTRACTOR IS RESPONSIBLE FOR Q ' '; - � , NAINTAINING iHE INTEGRITY OF ALI.EbSTING �3 - BUFf SANDSTONE fLAGSTONE ON CONCRETE Z � , , AND REQUIRED FlRE-SEPARAiION SYSIE�IS. �AB ON COIrIPACiED BASE VNTH I 0 � � � • - - �YDRONIC RA[NANT HEAT NBES f � ` � ' ' - _ . � 3 COMRACTOR IS RESPONSIBLE FOR = ' ' ' , � �IAINTAINING iHE INTEl�tITY OF STRUCTURE NOT >4 - P2 WIiHWT SNONAJELT �'' �"` ' ; . = INCLUDEO IN DENOLIiION W�ORK � ; ' ° • _ , - , p_ � � , . ` � - , TRA 4. E�STING PLAN AND ELEVATION INFORNAiION �5 - 4' COI.ORED CONCREiE ON COMPACIED M � � , , N S P O R TA BASED UPON AS-BUILT NEASUREAiENTS lASE W/SNOWNELT. • '-^ 1 C�ITRACTOR TO FlELD VERIFY ALL i,,� °� � DIMENSIONS AND NOi1FY ARCHIIECT. , ' `• \�{i��/j 0.5' ' O N C E N T � 6 - EXISTING PAVING PATCH AND REPAIR AS � a � _ , =\`"� , ' PA E R 5 CONTRACTOR TO VERIFY LOCAl10N AND tEWIRE� _ " ` ` %,;�- i �K� N G S T ADEt�UACY Of ALL EXIST, UTIUTIES AND v -, � ' , _ ��,I\�\ �\\1I f%' 0.5' R U CTU R E CONNEC710NS. '7 - 4' COLORED C�ICRETE ON COMPACTED � � \•,�,��/- (ASE W/WT SNOWAIELT. —� G� , � � �„-,��� . , , � � �\ `Y 6. 00 NOT SCAIE OFF DRAWINGS. _� � � ��I'1'� � ._ . _. . � �� 0.5yr� 7. CQNTRACTOR TO FlELD VERIFY ALL EXISi1NG ,� , � , , � lJ m � CONDITIONS PRIOR TO DEhIlOL1T10N QR L �° C� � ��� �o� , �����/ , . �. ,,�� , A�i��/ coHSrnucno� a� � i \�� �, �,_ �\ � � � `.�� � � , ` /' � , �i i � �u , i � ' v _ �� `��i��\ 0.5' ,\�,��,,� ��,�Vt��4� %/;;��;5� � ` ` � p �,u�,, � � l � � , � �� ;,;�,1,� ,r� \ - � � - —'� � � `, � ''ir;�1�0:4' ` � � � j�j��-4' • � 1 . ` ---� � ,� ��� � 1' , � 1 , ' . '' '� — , �� ��� . � , '� � , ` �0�� i � ' � � ` ��\ �����'`'/��0����QOCDQ ��\�_ . i��Jli/.`0.4' � � � � �/ ���������o� '%1�,�4� '����`� � � � � ° � s�`"'' ���� � .� ��� � � �-��.4 0�������0����� � ENTRA CETRUCTURE /// � r j r � � � � ` - EXISTING BU ''� � �� �� � '' � /- y '�,� �Q o �, ` l -Y � 4 3��`#�� >� 0 � � �\1 �� � , � ' SHELTER �,� �,�� '� � � � v � ' v y � ,h � � 4� � � � I �� � - 0.4' %i�l;��� ;����i� ^ � � � �m � � ��� �� �� � . - . , , - ' yz�,,� ���''�'�` �,�� r�`� �'�' ^�,,� � ; r�� , ,- o.a� ����°����o� � �;1�\�, o.s , , ` - � EXISTING C�NC. 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CONCRETE CURB 1 �v `� � � r � �r�.� � ��° c 1` i ` , ' _ v T�'�`'��� �� �'>.� ,�� ;` ; � FLOWLINE OF CURB '� ' � V - � , ?,� '�,��', f '���'�' ` � LINE �F�N W n2o � �tt , � EXISTING�WATER VALVE > � � � �. ,� , • � � t � � EXISTING BUS ��� �,�y�,S y, ����Y`,�"�,�^ � � EDGE OF ' R � �> t �`'� � � ��� �v CANOPY G� �� _ , EXISTING GAT� � ` � � 'T� wY ' ,EXISTING MANHOLE ASPHALT ( , � V� • � � , PHONE RISER EXISTING FIRE EXISTING ELECTf�C ;Y��'`r,� ��',. ,,^ ''r r ,�;� y - -TO R�MAIN 4° COLORED CONC. SWALE AST NI ' ` - , ' , INV. ELEV. HYDRANT RISER � ,�� { ,� � � <,�`. EA D O � ,� , . = 8147.7'^y , , ON 4" COMP. GRANULAR � D R I � - - ` O ''` ��!�,,y .�' '' ^ I FILL W/SNOWMELT TO _ � VE l � „ � , � ,�,��,.� � ��`�r� ,',r�'{ MTN. 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' � � , _ � ������ ��� 1 2� � � � ��� ' � < � • _ , NEW SNOWGUARD @ UPPER //�l\ ��' � 1.0 �, �.,, 0.5' � ` ' ROOF ABOVE ENTRY , ' � � �,,t���` - , - ' , , � , ' _ + 3240 7' ; � �`� _ + �„ ;' i � . � � ' RCOF ELEV. I � '�f �z � • - ' � , � - . __ ' _ _ ' � , . . � , . - , , � , � , , ' ' i � � , � , � , r . , � � - � ( _ 1 . � � , _ . , . _ ; � � ' - PROJECT : 2214 -- � � , -- , ( DRAWN BY� : SJ � - , � . � � DATE : OI . 12 . 03 � �_ � , - 1 ` + � � � � ,'„ ,;,' f , , " , I . REVISIOI� S_ ~ , � ' � � �° , � 1 PERMIT SET 03,18.�003 '. � _ F . � 4 ,j � . � - � � � ,� , ° _ � - _� ' � , I - � , � - , , , _ � , i , , ; - „ , - � , . , l _� = � � � � . � � � Site Plan - - I . � - ' : �� � ,� � � . � � � - 1 � . : � � , � ' � . . . > > � . . � - . SiTE PIAN � , . �.� _ , . , �- �, , , , _ , . , - , . , - � , _ . . . � � �_� � ` , - , - -` , " � � � , � � ' � � , �� � � . . _ � a . � , . , � , , . - � m � , _ ' ` , � i � ' � j � � � , � _ � - , � � , � _ � _ .� � - � � �. , ' - ' � ' : f � i ° ` M. � . 1 . . � � , � . _ , . , -- � , `� , - _- _ - � � � � - ' � • � - � , . � � _ _ . ,, �, � _ . - . , - � � _ � . _ � . _ - � � , _ . _ _ . f ' � , _ s _ _...__ _ . __ ,. _ ..__ .� _ _ . . .,.. „ - Rr " _ ., ' ' '' _ u — .a..-«.�..-. - �.—._. I 1 _ _ � ..._ . _ _ n , }_ v GENERAL NOTES� - SYSTEM NOTES. � h , , . . , f = ` ` - , � � ' � � � . � ° � 2" SAND LEVELING BED . _ � , � � - � - , - .. � , , . - _. .. . ._ . 1 - ` � - ' I- � n � ' , � „ - ' 1 CONTRACTOR TO FIELD VERIfY ALL EXI5TING ' Pt - BRICKPAVERS (SEE SPEC) ON 2" BEDOING ' - ' 4" X 8" (APPROX.) PAVER 2' SAWCUT AND � N , � � ` ° - M CONDITIONS AND ASSEMBLES�CpNTRAGTOR TO SAND ON 4" GRAVEL ON COMPACTED BASE W/ i . � - STONES- "2" IN. SHAPE PATCHBACK ASPHAULT o � , � _ � ' " � NOTIFY ARCHITECT IF PROPOSED ASSEMBL1ES � � SNOWMELT . � , - � , �y.. � � � _ ' ARE NOT COMPATiBLE WI7H CONSTRUCTION � , �� ,, ' , - � � - � �� - ' - - , t, DOCUMENTS `. " P2 - Pl ON ROAD BASE PER T 0 V. BUS � - - J � , � MIRAFI 140N FILTER FABRIC Q � - � STANDARDS �� � , � SWEPT SAND JOINTS HAND �� �_ �� � °` ; � , � 2 CON�RACTOR tS RESPONSIBLE FOR � ` , _ a - - 6„ TIGHT " 6 2 0 � � � r 6 , . , MAINTAINING THE I�tTEGRITY OF ALL EXISTING � P3 - BUFF SANDSTONE FLAGSTONE' ON GONCRETE . � � a . - - � � ' ANQ REQUIRED FIRE-SEPARATION SYSTEMS SLAB ON COMPACTED BA5E WITH ' ' • -- " � � ,.~..', ' !��� � � " ` ' � HYDRONIC'RADIANT HEAT TUBES � > x x / � � i ; � � � � ,�n ,< n,K , � � y � , ' - , � . - ' , 3 CONTRACTOR IS RESPONSIBLE�FOR , _ . . �`', , , / %/ � , � � � � ,� � ,� / / ��,x�?:� � . � � � � � ` � _ � �`�x � // // / / / � i /; l / � � / // � '4 �c �., ,, MAINTAINING THE iNTEGRITY OF $TRUCTURE NOT p4 - P2 WITHOUT SNOWMELT .••, '` , , 'hr � � X / ,�'�� , �-- °` ' /� // � /; � / �� /� / � , i /� � �' , , '�`� .'�,�^ � ,'k�. � 4 -- INCLUDED IN DEMOLITION WORK, . � � ' ' M . , , . . � , . � aa � 4 � aa Q � d �, b q �� � � � � ., .; a � a � � i W _ , . , , , a�°� 4Q� 4QaQ� QdGaaa a �' °� �ca °Qa °�a °�a °da ° � ► , 3 a �� _ � , " 4 EXISTiNG P{.AN AND EtEVATiON�INFORMRTION P5 - 4" COLORED CONCRETE ON COMPACTED � j � Q � o o �r� Q a o a � e � c Q � � � � � � Q o Q i c� ; ` � � �� -- � BASED UP0�1 AS-BUILT �IEASUREMENTS - BASE W/ SNOWMEtT. � ' a 4 a a � a a a a `� c �`� a �' Q Q� J � �' � a � � ' �� �., � � ' - � " CONTRACTOR TO FIELD VERIFY ALL - ' ` � 4 � a Q � Qr� �' `� � ` " � ' � � 9 V Q � ` � Q � � � � � �; Q Q 4 Q Q c) 4 4 �, �J � 4 C a -r � � J � , - DII�ENSIOI�S AND NOTIFY ARCHI7EC'f. - P6 - EXISTING PAVING PATCH AND REPAIR AS 4000psi CONCRETE W/ a a a �Q� Q a Q e e Q c� _ � �� � �� �� � � a��, n d� a^ �, a� � c�° � � , � � R E Q U I R E D t � FIBER MESH REINFORCING a � v 1 -6 2 -0 1 -6 , Q 4 G � � �� c Q� � �� ' . � ' � 5 CONTRACTOR TO VERIFY LOCATION AND a o � � Q Q � � a� o � � � � c � , Qa Qv:. �vq - a �' a - � c e � a Q °� o � ° , . � ADEQUACY OF ALt EXIST UTILITIES AND � P5 - 4" COLORED CONCRETE ON COMPACTED - , � Q �'� a °� Q a a c Q a � �a a ��, Q a� a c� � l � � , � ` ' CONNECTIONS, ' BASE W/OUT SNOWMELT • a Q Q ' G ' Q �" �� Q 4 �, f � �� � ( �'-' `'_— � , , , _ 6x6 W1.4xW1.4 WELDED � a � d � � �, � �a ; � ' " 6 DO NOT SCALE OFF DRAWINGS � - " � ' WIRE MESH 3" FROM 'd � a a c�, C °Q � e c � e � a � � � J� � � G c '� a a �� a � a � ' �� �� J � � �� Q `' � � - , � .• , BOTfOMOFCONCRETE � aaa �ea �� aaac �`��C�jMf�,�T�6�L�S��A�B�� c °�, a �ae �� � ��� a °Qa °c � �' ea�; aQ� a `�� a �fa ° Qa� �° ° a � � � �, � QQ � �` � e3 0 - s � � 7 CONTRACTORTOFIELDVERIFYALLEXISTING ` � 44 � a�Yda� ° �ad �� ° �, 4� 4c � �v � 4 � 4� v44aC'� ar7C ` � � � 44 .� �QQQQ � Q � G� QG� a4a � 4Ja4� � 4a44e4 �'' � C `�� e �'� a� , � • 4 4 4' � � C _ n � � 4 �, � � 4 �^ Q � � � C � Q Q 4 4 e� G �� � C � a � � � �c ° G� �Ca � � - � • � � CONDITIONS PRfOR TO DEMOLITION OR ' � � �` � ��.�� � �� ��� � �� ��� � � ,,� � .`� ,` .,�; �� � ��� ��� �� ��� `. �; � �� � . � ������� �� � �� �, � �� �� a � , ' CONSTRl7C710N , �' �; � '/`' , % i i � i\ ,� \ ' , \ \ \ , \ i . � �i � .� � � / �� � � \� %� �'�, ! �� �� , � �� �� ��f �,'� � �� � � '� �. � � /�/ i � � � � i i � \� / �/ '�� ���� /i'��� �� �� � � /; � i\ , / `/ � � � / '� /�� '� C M�d i.�S 66R� ��' i/i /��/��' �, i�//;✓ , �! / // ; � ,� i� / �'�� �%��j�i� ��� , �/ ����/ ;,ii, i �/, H �.\\�\ ��� � �����i � „� , � ,4 ,�.� ��� /�,, ��, � �i�� \;' /�%, /���� �����'�\, ��.�/ �i��,r �/� .�� �\'�\/� �� /\� � ` ��`� / �� s - - \ � �,A � � � �� �� � � � �� �. � . ��A� �, ;; �� �;A V� �\, �'� � � �� �� �� �� �� � , � � ���\ \�� /\!f�/�\/ � /� �'�%� � �� \�%���i�� �i �iy�ii i.\�i� /� �\��i% 'i� ��\ "�j.i� �����/����.j��' �%�\� \�������/\i�%��j\ `�i�//\�/\�'� �. •� _ _ . - . , � � , '� ' ' y � � �/ � � u � � � �� � �' � , . . - , � � .�� ����l'� �����'" %� /� f\������, FORM OR DRELLHEVERY 5' � � � � w . , , ; ,' , � � � � � ��� � � � �� `� � CONCRETE CURB ° , " , ' , , ' , �,y ;/ y ,� � , � ACROSS STREET � , . � � _ � .� �� �� � � J ; �� � \ � '� � -� � ' ✓ ✓ y � � � PATCH EXIST. ASPHALT � � � � - ' } - . , � � � ` / �% �� f� �'�\ F �j� �� , � � � � `,�^ 70 MATCH T O.V. STANDARDS � �',. "_ t _ � / \�(/y � �. ,�/ �' � ��i / , ,�� ,(� I ` —_ . 1 1� \� � �i��\� \ \ � ' • \ I/ / ' � � / � � . '` - , � � , ���/ ,��� � �/ � � � �� � LINE OF NEW � c � I n � , `y � � ` � � ����� �/`'\ , \\ � CANOPY t PaVeI^StOI1C CI^OSSWG�Ik DetC�II i � � , � ' i`� �� � �\�� ; � �, �\ �� ��� � ` �� ��� � �`�f LINE OF N�W UNHEATED � _ � 1 1�2" = 1'-O' � ` i . _ EXISTING BUS � , � � �, ,� � � \ ,, - I . - �/ ,� � ,� : \���, CONCRETE PAVERS � � ' . , GA�E �� � � � � � /� /� �`� � \ , - ` ' i����i� �. �/ \ � � � -� - , . � �,� � , , � _ , � - � � � / �� r � . � ; , , , ' , � `�� ��f � �\ �`���\'�'� j� �, `�y % i , NEW SNOWMELT SYSTEM TO TIE INTO AND , - � � - � + � / \ � � /;� 4 ;�� ,�l �T-�� %, j��'�/ � . MATCH EXISTING MTN. 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CONTRACTOR 1S RESPONSIBLE FOR � � a°c " ` " ' �INNTAINING THE INTEGRITY OF ALL EXISTING P3 - BUFF SANDSTONE FLAGSTONE flN CONCRETE � �+�+ ' - � ` " AND REQUIRED fIRE-SEPARATION SYSTEMS. - SLAB ON COMPACTED BASE YNTH � � ' ` o t - -- HYDRONIC RADIANT HEAT TUBES. � ' � z ' 17'-9" 8187.4 ' i` . COPPER FLASHING . COPPER FLASHING ��� � 17�_g� t81874� " 3. CONTRACTOR IS RESPONSIBLE FOR � � , , � , � , � B.O.BALCONY � � T � f';'� ` 41}i� � � - - � B O.BALCONY f�AINTAINING THE INTEGRITY OF STRUCTURE NOT p4 - P2 WITHOUT SNOWMELT � ' � _ ' _ ` + f� �II ' Ii� �) I INCLUDED IN DEMOLITION WORK. `v r = - e a� — — — — — ^ — — — — — — — — e e ` e e — — — — — — '— — — — — — — �e e " Q � � , , _ _ 4. EXISTING PLAN AND ELEVATION INFORMATION P5 - 4 COLORED CONCRETE ON COMPACTED �° ° --- -- — — --- • ° 2X10 F.R. ROUGH SAWN ° -- -- — ------ �° °� BASED UPON AS-BUILT MEASUREMENTS BASE W/ SNOWI�IELT. • n `� � � - I ( / ! ���\� II ��I CONTRACTOR TO fIELD VERIFY ALL ' y � °` , / CEDAR FASCIA � - � � I � � /,/j ��\� � I I��� DIMENSIONS AND NOTIFY ARCHITECT. ` P6 - EXISTING PAVING PATCH AND REPAIR AS ' � - , � � I �i� . /���j � ANGL WITH BOLTS ANGL WITH BOLTS \�\\ � , � �j{ � 5. CONTRACTOR TO VERIFY LOCATION AND REQUIRED � - ; , �� � I I � ADEQUACY OF ALL EXIST. U11LI71ES AND � � 1 f , I � � �I I /�!�f/ ` SX 10 HEAVY TIMB�R 8X 10 HEA�IY TIMBER q ' � � I;� � (�i � CONNECTIONS. � � , {� ' � � ( ;�� �/ ' FRAMING, BYD. FRAMIN�, BYD. ��� �'J ( ( � � ,� ; � � / FURR DOWN BOT70M OF a - � J 6. DO NOT SCALE OFF DRAIMNGS. -0 I �,I/ , / BRONZED METAL LETTERING TO BRONZED METAL LETi'ERING TO BALCONY TO ACCOMODATE NEW ��� � � ( I •"' � ; , , � � �;� �� MATCH EXISTING; APPLY MATCH EXISTING; APPLY OUTDOOR LIGHT FIXTURES \� '� � � 7. CONTRACTOR TO FIELD VERIFY ALL EXISTING � � � - e �d�' DIRECTLY TO BEAM FACE DIRECTLY TO BEAM FACE 'e e I CONDI110NS PRIOR TO DEMOLI710N OR ' ' ' � �I � CAST IN PLACE CAP I� ° � CONSTRUCTION. 2� �' " ` I'I ,� �f jII , SLOPE CAP FOR DRAINAGE , SLOPE CAP FOR DRAINAGE I� i� +4�� � 4 � � { � o � , • �— K —�4 --C , - g ,� - . � � ; � i ! ! i ' � , , li f ,I` , F � _ �� � , � ! ( jfl �L , � ; � - � - _ _ � ; � < < � ' � , r q � , , � � o�-oa s�s�s� � � ' � l 1+ o�-o° a�s�s� � � ; - EXISTING GRADE - EXISTING GRADE - , � ' � i I i I ' '; , , L � - -1- - - -- - -- - - - - - - - - - - �- - - � � � , _' ' ' f � � � � FOOTING RE: STRUCTIJRALS FOOTING AE: STRUCTURALS r � i j � � ; �pF CO(� ' a _ ��� � � � _ ' ( � HELICAL PIERS, RE• STRUCTURALS HELICAL PIERS, RE: STRUCTURALS � _ _ _ ` _ _ _ _ _ _ _ _ � J � � O ' - � - -� - - - - - - - - - - - - -� J L � �— � �' KYLE H. ° � i ' ;�- V1/EBB ,k � � � _ � . �— , � � �— � i ` �� � ; ...� � u � _ � � � � � _ � �, 2 _ � i , . _ � ��� 5 � , . 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CEDAR FASCI Q/ � � BE FREE OF DIRT, LOOSE SCALE &OIL � ' , ' - -- �i - - - --: --- -- --- - ----- �,,� `� �� & PRIMED W/A RED OXIDE PRIMER � _ • � � � - � � / � �� , � •�� j � . ; � � Y � - � , � --�- �`� b� �� _ � � - � � � - � , � , � � ,y ��° � p � � � __-__ � � � k� °� Steel Tu be eta i � - � , _ ,� , . , , — — --- — — — — — — — — �,� 4 i 1�2„ = i�-o�� � � a � - -- - -- - - -- - -- -- - — - - - - - - - - - - - — — � � � ' . � ���', � �: '° � ' � � , � � 12X 8 TS WRAPPED IN ;�,i � ,' � ' 'I� � �' ��� � _ F.R. ROUGH SAWN CEDAR ��" `' ' I ; � ��i i �' � � , - ��r� � �I , � �'i' � �' if�' � � � � 8X 10 HEAVYTIMBER �j�} ,�I 1i� I . � - ' �f�i � �' 1'� f � � ` LL - FRAMING @ TS ", 1 �, ' � !}I ', ��, � - _^ ' , �i�� �` , �, i � � � `'�' � i G ��i �, I� -� ' , . � � � � ��, � I i � 1 ! , � _ , �I�� j� �� �;�11 ; Il� i ,;�� � a ��l , ���� i �I ;j����i i - i I, �'� � �' r � � ` ' � ��, '�{�� , , i���i J f - � , _ - , _ �<< i � '� �i I 1 ' . E i , 7 � , , � � � � I r � - � , „ ,°' ,' ',, ,,°', ;� - I P R 0 J E C T . 2 2 I 4 � F.R.TREATED 1X R.S. CEDAR 1 _ � ' ` � �= I � � � � � �, WD.TRIM , ,• ` i � i I � DRAWN BY : SJ ., - _ � � - • ; � , � � DATE : 02 . 11 . 03 � USE ONI,Y NON-COMBUSTIBLE GLUES ; � , - , - � REVISIONS : ' , � ' ` � � - 1Q PERMIT SET 03.18.2003 � ' � ; -- 8X4, lOX8 OR 12X8 STEEL TUBE (SEE � _ � - � � .. , ' _ - � - � � # - _ � STRUC?URALS); STEEL TUBE TO BE , � ' ' � FREE_OF DIRT, LOOSE SCALE &OIL& ; � � i � . " ~ r- �-- — --- -1 -� �-- 1-- — — -1 --� � - ` PRIMED W/A RED OXIDE PRIMER � 1 , � , , _ . � E I � � - � - � - . ' � i , , " " � 1 1 , � � ( � " _ 3 , , 1_ s.�.._. � �I ' � �� � � - _ � � .. _ .�, � � -� _ � � �t i, , � ,i i, - , � � � . � , � - � � � Steel Tu be Deta i I _ � � ELEVATIONS / DETAllS : , � � � � . , . . _ �, ,, , _,r,� ,�, , _ � . . � r ,� .i �y , - . .. , , ' I1 51 �i! 51 - _ ' - _ - ' _ „ _ , -° af �r �r �r 1 1�2�� - 1�-�° . - � � , � , u u - u l ,_ - - � - , , ' � � - � -. � �_ � � �� � � ; . �� a _ � � Enlarged North Elevation With Balc�n - � - ' � - . - - ; - , � � � � , _ � , 3 _ - � ' , ^ 1/4" = 1'-0° . - . . • - , _ , E � . - ! . � � . � , •� , ' ' , � , ` , , , . , , � , . �� _ � ' . , _ , _ � ' , - . � � � � " , _ , � ' _ , � � , , , . , . , � , �. _ - -� - - - __ _ � ,�,.,_. 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ANGLE W/BOLTS , _ � � � � ` - SKYLGHT � 1 a �� € ` ", _ : - ' . , _ _ � _` ��j ' , °C , , ' ^ ` " ' . �- � �_ ` ' ' ( � ,' 1 � � � � -----� � ' � " � ' 6X 10 ULF, , i�1 , _ ' �� �, � - ' � o ac � CANT. � l ' � ' \ ` � ; I � ; � � , I � � ' i�� O O � \ - ' � � �` � 6X 10 UPPER LAYER � � ; I, � � � � ������ � , � � � FRAMING (ULF), BYD. � , ' , � � � � , ��� � , � � a. � � � , \ ,-_ � ` I � I �` � ---y � i � M t � , . 8X 10 HEAVY TIMB�R � � � � �/ ''� �,� � � A � , I ( � � a � � FRAMING (HTF), DROPPED � � I �!i � ` �� � � 17'-9" 8187,4 , y , "- ` ; � �� � � 6.0.BALCONY � �+- �� , METAL SNOW GUARD � � -'� � i �� , - �,, � ,, , � + � , . , ; � 6X 1) UPPER LAYER . � _...,� , , - COPPER FLASHING , � � i , \\� EXISITING CONCRETE FRAfVIN � � � _ � � r� DECK \ ,,� ; � GUTTER BEHIND FASCIA; \ — - — — — —_ -_ ---- --`� —. = --— — — - - - - � , J / � � •_ .,� SEE DETAIL 3/A4.0 � I FURR DOWN CEILING TO � � -c - � = - - - - - - - - - - - - - - - - - - - - - - - - -�- - - - - -� ACCEPTNEWRECESSED { � � - { � , f LIGHT FIXTURES � ' � , . , , - � ' � `- � � r � � j ( � � � � � 1 � � • p � ` � � 2X 10 F.R. TREATED ���� i � _ � ` , � R.S.'CEDAR FASCIA ' � 4 � � � ' ' 1 -� ` i , , _ ��\\ , � � � i 1 _ � � A4.1 ���� '� ` � � i � I � � ( ; ��,,. � 12X 8 TS WRAPPED IN F.R. • - i i � 1 � 1 � � - ROUGH SAWN CEDAR ���� � j � � _ , , . . �\�� ' f � � ; � a k - f � ° , _ , � �\�� � t i � r EDGE OF EXISTING �k�� �(� �t ��ta � � �n�W u a r i, ; � r, ; , � G I A S S E N T R Y D O O R 5 � j €� , � _ - �, _ � ' . `�\\\ � � � � � � 2 3�� _ 1�_0�� I , ��� ; � ; r - _ � . _ �� � , , � , , . o-" � { L ( / � t. ' - , � , ���\ I ; ( � I i - i �F C O� i �� � ° ���� ' i i � � _ I �G �,¢_ �� , � ; '� '9 � � • " � _ PROVIDE BRAKE METAL BETWEEN POSTS TO ����— ! I ' �� O � ;,��� - � ; SHIELO GUTTER; SEE PLAN DETAIL ; i KYLE H. '` ' r f � _ _ � j � � ' � V�(EBB �' �� i ,• - . - - � i I � ! ' ! � � �. E— �i ; ; ; . � 2 � ' � � GUTfER W/HEATTAPE W/IN STRUCTURE; SLOPE � f ' � � � � i 1 ' { C-. V � ' ' , A ` ' , GUTTER 1/4" PER FOOT; DRAW TO GARDEN � � ; � j t � � � , 1/4" PLATESTEEL'T' WITH 2 1/8" j �;,�, � �' ` • � ' - - SPACE AWAY FROM BUILDING � a ; ! j ! i ; DIAM. HOLE TO ACCEPT 2" SOLID 1 � _ ARG� F - � � 3'-6�" METAL ROG &NEOPRENE PAD � � "" - � ' � � - SEPARATIOV BTWN METALS; BOLT j � . � . � f ( CONNECTIGN PER STRUCT. SKYLIGHT; ALLOW 3" i «� , � 9' 6 , j CURB TO ATTACH TO � - � � r . � � STRUCTURE j y j ` MTL FLASHNG ; � �' F _ INTEGRATED W/ � � r� � ' I > - �. 'r� ' . � „ r , � � _ � _ , � , � , � - ; � � � � - � � � � � � � ' �,°'���„ � � ` - '' ` COPPER GITTER- EXTEND ��'%'�'� ' ' � , i�; � ° _ ' ' , , UP OVER PIRLIN - '-%'��,.� . � - � � � s,�- I � � 1 r � , - � , � � � � . ti � ' � ' ° ' 1 � COPPER FlASHING , � � ? G � ' � - - � f � , ' _ � 6X 10 UPPER LAYER ' O � � �' - � •"�� FRAMING � � 0 p � i � , --�, � `.� � . ' ' _ 0'-0" 8167.6'�_ � �\� � _ j � 0� � . EXISTING GRADE `� � , � l r Q , —� � ,, - , , � ' I I ' — `, � ��� �, �, i � � �v , � , �, � I � � ;A � � �� � 1 ; �� � W �, 1 � . ' � � � _ WD BLKG �T'THRU ��� � � � � � � �, . . , I I , BOLT HEACS � � �� � � � � ry { 6 - . �- - -- - -- - - - -- - - - - - - - - - - - -- - - - - 1-- - - - -- -3 - -� ��� � � � �1 I � ,� , , � � � � � _ � t ` � _ � � � { � -• ` � � ` HEAT TAPE �� , �\ � \ � ( � � _� � , ; � ' � — j ' ' — � �\\ �� '\ � � j � i t , , � . � � � � �. � ' 1 � �_ ` , � ' I ' � �.� � i - � � . , � � { ; � , � , t \ � \,\ � � i � ' - , L _�� ' - - - - -�� -�- - -� ' CONT 1/4"�TL P�GUTTER � `,� � \ I � - - - - -- - - - - - - - -� - - - - - - -- - - � � , , , , � , `� FORM W/S_OPING BOTTOM �� ����� � G . � j, � , � - ' II ' � , � ;�\ - - - - - - - - - i , '�' ' n , �11 , II \�\, � � _ � ' , ' � � �— �— � - - - - - - ' .�- � _ \_ _ _ � , _ \ � ; � � �� b _ _ , � � � � _ RS� CEDAPFASCIA� ��\ l � � , . �� �� \ , � , � _, u u _ ` � '' �, , . z � . - \ � , ; ��� _ � " � , GUTTER WIHEATTAPE W/IN � � �� , _ ' � - . STRUCTURE; SLOPE GUTTER � , , � ` . ' � � 1/4" PER FOOT � � Section Cano � � � � � � � � ; , @ pY , � �� , � 1 i�z�� = 1�-a�� � � � � , � - STRUCTUR�L STEEL � � . , -, � WRAPPED I� ROUGH , � P R 0 J E C T : 2 Z I 4 � ,� � ' � � � SAWN CEDAR i D R A W N B Y : S J ,� �� i � � DATE : 02 . 11 . 03 ' � , - _ ' , , . - � � , , � _ � � � � �� -� � � - _ . � REVISIONS : ' �� ° _ ' ' t � �1 PEAMIT SET 03.18.2003 � n _ , , - � - � �� � ,� - � �� � � � � � . � � � Gutter Detail � Fascia � - � ' _ � - � '. , - '�' , - ' � , , , _ 3 �u _ ��_�n ' , . � �� { + , � � � � ��, . y i � ' , � � � f ♦ � r ' i " J ' , �I' �� ; � - � � � " _ � � � - � ' SECTIONS / DETAIIS � � . � , * . . , , , ,. . � , , - - � � _ f _ � . � � � - �� _ , _ � . . _ . _ _ � � . . � - , _ , - - - , � , � . , . , � ` _ � � _ ` , ! > . _ . - � , � � : � , � — � , . , .. . , — , , _ � j - � � i , - 1 , `� � , _ . - ' . ' �' � " - _ � ` � - i , ' , ' - _ . • • - , , . � � _ - _ - ' _ _ . r � - �.," , r , , . . , _ _ _�.�x e- ��� .,. �-- -.-i .. �n- __-'�-�.-. _� .r_ _..-....�� T_rt�� -� y ...�.+-- s-n --..�..�-..._ _.. -- -.`-.- ..- ____. ..._ �--� -'_ __ _..,.. ` + -�m- ♦ - - ..-�.. ` - -n - .. ♦ _ �_ �_' � _ _ _ � ` - -- w - 1 � - ,-.R _.._ .'. __.- _..-. __.__.-..... - __ .'_ _ „_ s _ _ �_ _^`__ ,_� � -^ .. ._ _ ... __ - _ _ `_ -' - - � � _ , _ _ __ ...�• _ _ _ T _ _ ." ` _ _ _ " _ _ -. , a r ' -� , � ♦ .r : , A l � c ` _ . �.� , , � . 4. . ` , n � � - C % � � � " . � , _ ' �� _ � � � � - - � � � ', ' , � , �c _ . _ E ` _ a - � � � ' , _ � . . . - �y ' I.A �.� ` . , ` O ' �O v1 e' . CO a . I - , a - • w _ , _ � � . n� ;_� , z _ - . _ - o �►. . 4 " J - � . 1'► ,� SKYUGHT 6X6 TS :� ,, , . � - � , tt� !' � " � . � z z CRIPPLE POST �; _ '� { � _ d � - w� � ' , .� ` _ � w - - �s � � , - � � k _ , _ - � � � ; ' COPPER FLASk�11N� v _ ;; , , . , , ��-a INTEGRATED W/ F R. itOUGH % ; � BY S DELEC. CONDUIT; RUN SIDE � _ SAWN CEDAR �, „ �—°- � � ' � u- SKYLIGHT SYSTEII ' � ; � , � �� " ' ' ' `''' r , . � ' , , p ` • WRAPPING �� . � _ � - _ � , ' , _ . . - �� ` ■.. w ° � FURR OUT Ti�P OF TS 1"TO ALLOW � r�. � - � , � - 12X8�T5 ; f �;� FOR GAS & ELEC. CONDUIT , , � � � `r ' f . � BLOCKING � - % i � ( - , • � , � , , , _ � , , �, , - , w � ~ - ` T• CEN7ER ON - u - � � / / � � RUN SIDE Y S DEDUIT; ( � � SKYLIGH , 2X10 F.R TREAlED ;, �� FRAMIN � � ,,- ,,, „ i�,�, �, ( R.S. CEDAR FASCW � — — _ � , , � f%�/��/i%/f�;�,/•',�'�uij,ib, �:/,� �//�i'�'/5'/,s'%/;'sii/�„� /,//.,,/%�d /G:�: %/:�i;iu/,ii���%i�.%iji%dii%/Z%/i�i/;%4,i' � � 0 � � _ _ ;� F.R. ROUGH -�' ` °�"' - � � . � - - � , � - SAWN CEDAR ; �� ,; � ... . , - , � � � WRAPPING i � ' I � � , � ' , � �� � — — — — — 12X8 TS � ; � � — " ' � � � - � 6X 10 UPPER LAYER , � � '�� s _ ` , FRAMIN � i �� y . - , - , , ' �' � G , � � � � � � Q o �" ' , I I ' j ' � "," ; j a � � . � ` � � � ' ��i�:: �'j�l`'7irf; '�rf;% ,i%�iii,�,i ,� 'id�. .,/ %�q',o:%:%�t'S%G;:.. �i i/-/o /i.�,','.:,"�',i/i'� / y ' ,uhi, :�; .�.i.ii y c%i"q.� � � t � � � '' ~ ' 6k10 UPPER LAYER � - � � � � , � ' 2X10 F.R. TREAIED � �� 2" GUTTER, ��'' �'" � ` 4 . FRAMIN . R.S. CEDAR FASCA � � , � � � , , � 1 �� SLOPE 1/4" ��'��� � � , � �, � , � ` ` � pER FOOT �' ' "'� f -, °�,; I � —° � , , :,> � •_ , s ` - O f _ r , . . , � � i 6X BLOCKING � 'I 12X8 TS / '% � . . _ l � � . _ %.,,, � . � , � PROVIDE ROUTIN� � _ ; _ �� ,' • THROUGH BLOCI4NG TO , � , , . � I � ° , ACCOM. ELECTRIfAL � F ` � , � , ' � - �:' ' � k . �V ^ _, I _ � I \ , • � _ � \ � I � 6 ' ' , � ` ! � ;� _ � � . Sk li ht Mullion Detaii - Sill / Fascia Detail � Section Detail @ Tube Steel 5 Detail @ Tube Steel Beam ' � � : , � 2 3�� = i�-o�� 3 3° = i�-o° 4 i i�r� = i�-o�� i i�z�� = i�-o„ , � � - ` _ � . . � ,, ' � ' � i .�■ �� � . � t � oF co�o E , _ r , , � . � � � SKYLIGHT w '�� ' � z z - ,�Q' _ �p � M � 6X IO UPPER LAYER � EDGE OF EXISTING CONCRETE � � " � � ,. t, \ ' FRAMING - C�4NTILEVERED DECK � a KYLE H. , � - . z � w�BB � � r - ' � 6X IO ULF v � � ��,,, �Q ti. � � , - , � SKYLIGHT �',,, V � ` lOX S TS @ RIDGE, - r ' � � - -. -ti ; � , WRAPPED IN F.R. ROUGH , ' . f � �-, � ' s`' � AFZG�� �. ,SAWN CEDAR I �/ , � � - ' — _ � � � � _ � �' , /% k . 6X 10 ULF � ' � ; r ,_ ._ _ � - � ' - � _�., �� - ` 8X 4 T.S. WRAPPED IN F.R. \ 6X10 UPPER LAYER ' � � - r ' ' RO H SAWN CEDAR / �� FRAMING i/ � ��,` . ' _ �G _ ( ' � , ��� � Q � �, �, � � - i I' � - lOX 8 TS WRAPPEDIN F.R. j � � � - 6X6 CRIPPLE POST WRAPPED 1N �}� � � ROUGH SAWN CEDeR , � ' • ' F.R. R.S. CEDAR; FURR �I � ' a - , ' � 1 17'-9" 8187.4 . � �v � �,. � � - WRAPPING TO BE FLUSH Wi TS ,� 1 � � i ' ' � Y � B.O. BALCONY j � � ` 4 6X10 HEAVY TIMBER , � �p � - - � f - � � � , , ' � �_ FRAMING � � I � � — � � . � � A ' _ ! ; �� s� � ' ' EXISITING CONCRETE ° I I � o0 � _ - 8X 10 HTF, BYD I f , , � � DECK N � � �� � 0 - " ,, � � , � , DECORATIVE STEELANGLE � � � �� . . � .� � _ — — — — • � } , AND BOLT CONNECTION � � p � � ,` �� � ; I � 6X6 TS CRIPPLE PO�T, , Q � � ' ` � . � •� � �, ; � , WRAPPED IN F.R. ROUGH �'� , �u �� � � � i - I ; � SAWN CEDAR; FURR OUT � � Q � ; � � ' � , _ \�� `�� � , , � � x CEDAR WRAPPING"O BE j � � �► � � FLUSH W/TS BEAM� I f I � � ° � CEDAR FASCIA, BYD. �� � � ' ` � - ( � � � ' i � � , � - - _ � _ � , ti � , \ � � i i � 1 6 Cetail@Ride i � , � � � — _ '�, `� ' , ; a j � � 1 ��z° = i�-o�� ; � _ . � � ,�� � � � � i o � � � � ` / � . ' ; ' , r _ , _ STRUCTURAL STEEL ��`�� \'� � ! • y ; � _ i - , WRAPPED IN F.R. R.S. � ; j � , EDGE OF EXISTING � , ` ° � CEDAR _ �. �' � __ , { t i. � GLASS ENTRY DOORS I I � � � � � � - ' .� , N \\ �, \� { ' � � / , 4 I � \ �� i ' ! I \ ' / � I I / � � WRAPPED STRUCTURAL STEEL _ �, � � ' j � , � , � � � BEAM, BYD. � , \ � ; , \� I � � � ; \ \ �` � � � � r _ � - - ' ^ �� � i ; i � � � � i t � � '� � � `, \ \ � ` � � � � . CRIPPLE POST, BYD. , A� i A� � 1—, , ���� �� � I ; ; � ' \ t i � � , � ' � � f \ � ' i ' ` � � J 1T_ '\ \ I ; � - � ' i � 1 � '� � \ � � � � 8" � , � ' � I , � . o I , , � , � � � I • �� I � � � I 3" 1 r � ` � I � ' ' 1 ` \ I t i � � � i � , � k, i � . _ , . , � � � , � � _ _, - , - - -- � ; � � _ . , � , � ° � 3�_6��� ` � � I , - _ ; i i - - , � , { � � , �^ � PROJEtT : 2114 , � � G�_ �� � , � _ I DRRWN BY : SJ E -+r�i��—��� � _ - , � ' 1 � , ' ° � - , ' `'` ' ` ` — — � `° ° _ ' DATE . 02�. 12 . 03 � - . � ' \1 ` � '-� t - �� 8X8 TS WRAPPED INF R i � R E V t S I Q N S : ' ROUGH SAWN CED�ft I �' - � � � "" � PERMIT SET 03.1 S 2003 - � , lf � � � � � _ � , � �� � - " _ � � � j I � � q � � ' � ' � '�� d ���� . � � j � i � ' _ � , �' ' " - ` /`.___., , . 1 ' � 4 - � . � _ - �. � II a � _ _ _ , � Y �� �I- � _ ' DECORATIVE STEELANGLE ' i j ' � - � , �� _J, �--�, AND BOLTCONNECION � � - - , � � � . � , � � � � � � � � ' . SECTIONS DETAIIS �� ` � ' ' � � � �' 0'-0" 8167 6' � � - � � , � , � � � ' � . _ � , _ , � _ _ EXISTING GRADE � � � ' � , � , . � � , E , . � , � , � . � - � - - i ! ' I � �• - � " , � � , k' � � � , � � � � _ � - � ' � � � � { ' � , - � � � � Detaii @ Dia onal Bracin - _ � � _ - � � � :_ � � � .�� . , � � � , Section @ Dorme�r Rid e � ' � � � � � � 7 _ � � � � - �. . � 1. ii/2° — Y�-o�� � . __ 11 _ 1 n y _ � 1�2 1 _� , . , , , � ` � � � - . � � Y �t, � M1 - �.,...-.��-.�.-..e>..,........ -m.,.... '__ _ _, ___ __._.__�._.�._ _ ... ._- _ ^-�� _� � , � . _ _ _ - �� ."_ ___ __ _ _�_ _ `�_ _ �_ _ - _ _.., r. ___ _ �. ___ _ __ - _ ..�.. �.�.°-�`^M1' '-`�-'�...,..____..�.__.. - _ _ r . GENERAL NOTES• Mountain Haus JOB #0210-03 BACKFILLING: � , DESIGI�' CRITERIA a. Do not backfill against retaining walls un il supporting elements are in Roof Live Load -------------------------------80 psf place and securely anchored, or adequat� shoring is instailed. Roof Cead Load ------------------------------�5 psf Concurrent backfilling of each side of a �etaining wall to final grades - as indicated on lan or section is re uir?d unless tem orar shorin is ���p.... . ,��y/ o Basic Nind Speed -----------------------------80 mph (Exp. B) installed P q P Y 9 �'���,��� � ':`�2 N Seismi�: Zone --------------------------------� b. Venf t e of fill with soils en ineer and structural en ineer W��� rn .•� o UBC E�ition ---------------------------------1997 Y YP 9� g� prior to backfilling. cc;� q— • � o:> M :p — GROUT ob��,���yN �; m STEEL HELICAL PIERS: o,o ' .•-•� `L a. Steel helical piers shall be designed and installed to resist the a. All grout beneath column base plates ani steel beams at bearing shall , � e - UPPER LAYER FRAMING unfactored design loads as shown on Sheet S-1. be non—shrink, non—metallic type grout. Grout shall have a minimum ' b. Installer Qualifications: Installation shall be done by an authorized compressive strength of 2500 psi. HEAVY TIMBER FRAMING installation contractor Proof of current certification with the GENERAL REQUIREMENTS: manufacturer, as an authorized installer of the helical piers being ROOF FRAMING used, shall be submitted to the Architect or Structural Engineer PER SHEET S2 prior to startmg installation. a. Structural erection and bracing: The str�ctural drawings illustrate the � completed structure with all elements in their final positions, properly SNOW GUARD ❑ � c. A representative of the geotechnical engineer shall be present during supported and braced. The Contractor, n the pro er se uence, shall PER DETAIL 2/S1 •N � � installation of the helical piers. P q rovide shorin and bracin as ma be re uired durin construction to rn � d. Soil corrosivity and required mediation shall be determined by the P 9 g y q g a� helical pier supplier. achieve the final completed structure. Contact the structural engineer for GUTTER SYSTEM �j � � `� consultation (not in contract) as require�. PER ARCH. Z � � � e. Submit shop drawings indicating shaft and helix sizes, including b. Shop drawings: Submit shop and erecticn drawings for structural steel � � � manufacturer's catalog cuts and data sheets. to engineer for review prior to fabricatior. This review � � f. The steel helical pier system shall be ICBO approved. Installing is for general com liance with the intent of the structural design. — --- ^^ contractor shall furnish evidence to the Structural Engineer by ——"—_____—_—_—_______— Z � o Qx The architect and or contractor are res�nsible for checking quantities, � � � �v means of the ICBO evaluation report or "ER" number. dimensions and coordination with other tades. � � g. Acceptable tolerance for alignment of top of pier shall be 1". c. Existing structures: If construction adjoi�s an existing structure, �� J � a� iers exceeding this amount shall be removed and redrilled. Do contractor shall be responsible for verifyi�g dimensions, elevations, FASCIA PER ARCH. \� � _ not force pier tops into alignment. framing, foundation and anything else that may effect the work shown �\ � .� N� on the drawings. Underpinning, shoring and bracing of existing O � � � structures shall be the responsibility of tie contractor. � � REINFCRCED CONCRETE: d. Dimensions: Check all dimensions against architectural drawings prior \�� U X to construction. Do not scale drawings. STEEL FRAMING �� � o 0 a. Concrete design is based on the "Building Code Requirements for e. Construction practices: General Contract�r is responsible for means, PER SHEET S2 & S3 � � m � Reinforced Concrete ACI 318-95). methods, techniques, sequences and procedures for construction of � o ¢ b. Structural concrete shall have a minimum 28—day compressive this project. Notify structural engineer cf omissions or conflicts � � � ) stren g t h o f 4 0 0 0 p s i. between the working drawings and existin� conditions. Coordinate � c. C o n c r e t e s h a l l b e p r o p o r t i o n e d u s i n g T y p e I—I I s u l f a t e—r e s i s t a n t c e m e n t. requirements for mechanical/electrical/pl�mbing penetrations throu gh I � -+-� A d m i x t u r e s c o n t a i n i n g c h l o r i d e s a l t s s h a l l n o t b e u s e d. � INDICATES EXSTG. BUILDING TYP. � structural elements with structural engin�r. Jobsite safety is the sole d. Cold weather concreting procedures shall be provided as recommended responsibility of the contractor. All metfods used for construction in the ACI Manual of Concrete Practice. shall be in accordance with the latest edtion of the UBC. 107'-0 e Anchor bolts for beam and column bearing plates shall be placed with f. It is the responsibility of the contractor t> contact the structural T.O.P. ��, setting templates. g pp p perfcrm site observation visits. ` � � ' � ' � " „ en ineer at the a ro riate time to � , , �i , f. All exposed edges and corners shall be chamfered 3/4 . Observation visits to the jobsite by the e�gineer are for determination ' „ g. Concrete coverage for reinforcing steel (ACI 318-95): of general conformance with the construction documents and shall not STONE VENEER ;; 1. Concrete cast against and permanently exposed to earth 3" be construed as inspection. ANO CAP PER i i ARCH " . oncrete exposed to earth or weather : g. Though every effort is made to provide a complete and clear set of L __y*___ , A. #5 bar and smaller 1 1/2" construction documents, discrepancies or omissions may occur. --- B. #6 through #18 bar 2" Release of these drawings anticipates coq�eration and continued �t STUB FOR FIRE � 3. Concrete not exposed to weather or in contact with ground: communication between the contractor achitect and engineer to DEPARTMENT � ' A Slabs, walls, joists (#11 bar and smaller) 3/4" provide the best possible structure. The:e drawings have been Z 8'� CMU DRY STACK , B. Beams, columns 1 1/2" prepared for the use of a qualified contrcctor experienced in the 100'-0 � STONE VENEER SUPPORT � REINFC�RCING STEEL: construction techniques and systems depi:ted. T.O.F. o . I � a a. Detailmg, fabncation and placement of reinforcing steel shall be in �r accordance with the ACI Manua) of Concrete Practice b. Except where otherwise noted on the drawings, reinforcing bars shall — -------- ------- -- � h�i conform to ASTM Specification A615-79 and shall be grade 60 except � � ties, field bent bars where permitted by note on plan, or bars to be 4" FORM VOID � � � welded, which shall be grade 40. � c. At splices in concrete, lap bars 36 diameters. Do not weld or use CONNECTION SCHEDULE HELICAL PIERS BY � � mechanical splicing devices unless specifically approved by engineer. OTHERS (SEE PLAN) � � d At corners, make horizontal bars continuous or provide corner bars. � (2)-3/4"� THRU—BOL1S Around openings and steps in concrete, provide (2)—#5 bars extending � 2'-0" beyond edge of openmg or step. �B SEE DETAIL 3/S2 e. Extend reinforcmg steel a minimum of 24" through cold joints. Unless � SCALE: 1 4" = 1'—O" � � specifically located on plan or details, coordinate cold joint locations QC SEE DETAIL 1/S2 O O with engineer. S1 f. 'Nelded wire fabric shall conform to ASTM Specification A-185. Lap � (2)-1/2"�x 8" LAGS (COUNTERSINK) 1 1 � � � welded wire fabric a minimum of one full mesh plus two inches. Laps shall be wired together. S1 S3 � � - g. Metric bar size conversion table: � METRIC INCH—POUND � � �;6 �4 26'-3 3/8" � � O ` #22 #6 4'-0" 18'-3 3/8" 4,_ » � ' � o � � o � #25 #8 � , » � „ , „ � #29 #9 CAP R:1/4x4x0'-8 TS 8x4x1/2 TS 10x8x1/2 � 1 -0 —0 1 -0 I 1'-0" '-0" 1'-0" � �36 #10 PUT IN PLACE IN FIELD (RIDGE) �1 NOTE: RIDGES NOT TO BE CONNECTED � �y #�� � PUT IN PLACE IN FIELD � � —1 r --� rT, � l � � � � � ►-_-, ,-� � � � CTURAL WOOD FRAMING: --- — ------------------------- --------- (20 k) (20 k) (20 k) (20 k) a. Except where noted otherwise, all 2" nominal lumber, except studs, I I I I � � � shall be Dou�c�las Fir—Larch #2 and better, and all solid timber beams __________I _________________________________ � _________ I I � � and posts 3 nominal and wider shall be Douglas Fir—Larch #2 I I b. 13uilt—up beams consisting of multiple 2x members shall be nailed I I I I � � � TS 6x6x3/16 (BEYOND) I I I I � together with two rows of 16d nails spaced at 12" on center, or I I ��4�� I I o with two rows 1/2" diameter thru—bolts spaced 24" on center. � � � � °' I I T.O.P. = 107�-0 °' I I � � c. Top and bottom plates shall be Douglas Fir—Larch or Hem Fir #2 and I better. Plates placed directly on concrete walls or slabs shall be 3/16" � I � TS 6x6x3/16 I � I o T.O.F. = 100 —0 o I pressure—treated Hem Fir #2. PUT IN PLACE IN FIELD \ I I I I •— I ( M � I I I I T.O.P. = 107'-0 d. =xcept as noted otherwise, minimum nailin shall be provided as specified I I I I in the "Nailing Schedule" on the drawings (2000 IBC Table 2304.9.1). BRG FL 1/4x8x0'-8 � � � i i I I T.O.F. = 100'-0 e. 13olts used for wood framing connections shall be installed with I I 1/4" I I � . standard washers and nuts. I I I I I f. 1Vood nailer plates installed on steel beams or concrete walls for top— _—_____— ,'——--_____________ _______ ________ _________ flange hangers shall be ripped to match the width of the wall or beam --____ — i _---_____ � (10 k) I I (10 k) (10 k) I ( (10 k) � , flange Nailer plates supporting top flange hangers from one side only — — _ —--—, _————_————__ " I � I o `� N =_� ° I I shall be installed flush with the face of wall or beam flange at the ————————————— — ————_—— � I hanger locations. --"--- _------- -- ------ - -------- ----- -- - -------------- - ------ -- L — — J L — — � STRUCTURAL STEEL: �� �\ � TS 12x8x9/16 TYP. ��� �� , . , , , , , , „ , , „ , „ °' JPL a. Structural steel shall be detaifed, fabricated and erected in accordance (BEYOND) �� �� � 9 2 -6 . 18 —3 3/8 , , , 2�_g�� 9�� designed by with the most current editions of AISC Specifications and Code of �� � ` drawn by JPL Standard Practice. TS 12x8x1/2 TO BE �� \\\� g" g° b. �tructural steel rolled shapes, including plates and angles, shall be (UT IN )LACE IN FIELD ��\\ � checked by ASTM A36. Tube shapes shall be ASTM A500 grade B. Pipes sholl BEYOND � � be ASTM A53 grade B or ASTM A501. TS 8x8x1/2 TYP. �� �� \ ISSU@d c. Tube shapes are actual size as specified on plan. Pipes indicated (BEYOND) ���� on plan are nominal (approximate inside diameter) and refer to AISC pipe schedule dimensions. ��� HELICAL PIER DESIGN SCHEDULE PERMIT 02�11 �03 d. All bolts used in steel framing shall conform to ASTM Specification \ DESIGN LOAD 0 TO 25 K 25 K TO 30 K A325. Anchor bolts and bolts used in timber connections may be 3 SCALE: 1 4" = 1'-0" ASTM A307. Bolt sizes shall be 3/4" diameter unless noted SQUARE SHAFT SIZE 1 1/2" 1 3/4" otherwise. S1 TUBE STEEL SLEEVE 2"x2"x3/16" 2 1/2"x2 1/2"x3/16" e. o s used in structural steel framing shall be the break—off, torque SOLID 2"� COPPER ROD indicating type, or torque inspection shall be provided as required by GLAZING PANELS CAP (� 3/8"x2"x0'-4" 1/2"x2 1/2"x0'-4" the building inspector. PER ARCH. RABBIT EAR STEEL (GFADE 40) (2)—#5's W/ 1�-0 (4)—#5's W/ 1'-0 f. Typical framed beam connections shall consist of pairs of 1/4" angles STAINLESS iTL. � WELDED TO TS SLEEVE MIN DEVELOPMENT MIN. DEVELOPMENT using the maximum number of bolts called for in Table II—A of the 5/8"� EYEI-OOK LAG � AISC Manual (ASD Ninth Edition) � 18" O.C. (PROVIDE �� �� �� �� �� �� SEALER PEF ARCH.) g. =xpansion bolts shall be wedge type Hilti , Rawl , or Red Head or approved equivalent with the following minimum embedments: 12 � NORTH 1/2" diameter ---- 2 1/2" 5� �O � , " — '— " 5�8�� diameter ---- 3�� �� N D A TI O���1 P L A N SCALE. 1 /4 � o 3/4" diameter 4" sheet h. Adhesive anchors called for on the drawings shall be glass capsule � PLAN NOTES " types such as "Molly Parabond" or "Hilti HVA" anchor systems. Minimum embedments, if not specificall� indicated on the drawings, ` 1 ELEVATIONS OF CONCRETE FOINDATION ELEMENTS INDICATED ON PLAN THUS• shall be according to the manufacturer s specifications. \ T.0 P.=TOP OF CONCRETE PIEF T.O.F.=TOP OF CONCRETE FOOTING i. f�ll welding shall be done by an AWS qualified welder. 6x10 UPPER LAYER THESE ELEVATIONS RELATE T0100'-0 AS A REFERENCE ELEVATION AT THE j. Delay painting within 3" of field welds until welds are completed. FRAMING PE� SHEET S2 �\ TOP OF FOUNDATION AND DO VOT REFLECT ACTUAL SITE ELEVATIONS. ' k. VVhere corrosive soil conditions exist, steel angles that are used to support exterior stone veneer shall be galvanized and shall be attached 2 SCALE: 1/4" = 1'—O" 2. HELICAL PIERS ARE INDICATED THUS: (� WITH TNE REQUIRED LOAD CAPACITY • to the foundation with galvanized or stainless steel expansion anchors. S� IN KIPS SHOWN IN PARENTHE�S. ` 3. DO NOT SCALE DRAWINGS � JOB # 0210-03 - - - - - - - - _ � , - - � � __ � o '�' � - - i _ ��c�F,�,�... '�.�,�j� o �:�v ' 2 \•tc, '•� N 3 4 W�` rn ' � Sl -y.�`��0�� S2 °6,d�'� N : � - :o 0 +�o Q '�O�' r�� ��.� m ���0 Q�.�' INDICATES EDGE INDICATES EDGE ��'��•�� e ii �Q OF ROOF LINE OF ROOF LINE INDICATES EDGE G OF ROOF LINE � 6 x 10 x x 6 x 10 z - -- INDICATES TUBE INDICATES TUBE 1/4" KNIFE R � 1 4" KNIFE f� � z STEEL FRAMING BELOW Z �+ ° ° �`� z / z c ,� STEEL FRAMING BELOW � TS 12 x 8 x 1/2 a 9iji �D Qp � U Q � x x �' a � I � � 8x10 8x10 , GQ' � 4 � � 6 ' c� � �' C C , s i �o ,` C C �^ �'pi,oA 6'+6 I � � j +�y�� �� � � SLOPING) (SLOPING) � � CA T x x � / x x NT .. � M �n �F +�� � � �oi'� F.e Z �+ ��, z � � ° z U � � � �s �6 °' x °' I �� �QQ� o � �0 JQ'�� , � o N �+ " '�� o Z � � � � � � I GQ- � o Z � L Z o � ' � co = + � � 0 rnrn w � � L p �- cn o � O �o cn I x � � x i o co � ��Q 9`<<c•�- �+� � co ° x � Z � Z � � Z z ° v Z � rn � � � o c x v 1 J v x � X o x � � � �" x � o x Q .L ..,.� � � � O � o � � x J N I 00 " ao ao S2 ca " v 6 x 10 v � � � �.�\ (HIGH RIDGE) TS 10 x 8 x 1/2 (DROPPED) � � O� (SLOPING) 6 x 10 � 'p� c� °0 �,c• �S " oo x p�•• P� (HIGH RIDGE) Z � �i � �G'���+/ `v � � cv 1`LG �'�G � Z (SLOP NG) .. .-. � O � x � + `��' `,�+ � � ~ � � I +�+\F�J� ° ^ �,�'�1 �+ � � o � ° z ° z z ° z � °� � 9�p �� � a``'. I 5� C�3 �n o Z �Q,� q �O , z ° cn Z '-' a x o- r, ,� x � � x � � .,, o � � �'S � cn '_' o I -lQ. o x o- ` �� � x `� � X o � o � o 0 0 � � a: > I r Z � � � r- � O 9 0 ° o c� -i cn w cn c-'n tD cn L O � � � x (p N '� �� J �p � J v Q � � � � � 1/4" KNIFE f� � " 1/4" KNIFE f£ ao v �+ �J v x N � � 6 x 10 6x10 A T. � � TS 12 x 8 x 1 2 � � .1 T 6x10 6 x 10 ;" � .- i � I 0 � 8 x 10 8 x 10 � QC ° � 6 x 10 � 6 x 10 � x I C C� C x ; � � � z � � GP O (SLOPING) (SLOPING) O � � , , � � , � � , ca ~ ~ � � 6 1 Z U Z � I I � � � CONT. — -- 6 - - x -- - �� -__I '-' -�-�---- — �--- — ----- ---- � --- --------------- ---- ---- -- --- — —�, ----- -- — ------------------J • --- -- --- ---- � x —��---J s ----- — --- � 6 x 10 6 x 10 6 x 10 � 2 c'Qi,o �'+� INDICATES EXSTG. INDICATES EXSTG. INDICATES EXSTG. S3 BUILDING TYP� BUILDING TYP. S1 BUILDING TYP. A 6' � � �s'�. 6 x 10 (SLOPING) � INDICATES EXSTG. BUILDING TYP INDICATES EXSTG BUILDING TYP. INDICATES EXSTG. BUILDING TYP. � � � � � NORTH � ~ � NORTH NORTH � � C� TUBE STEEL FRAMING SCALE: � �4�� _ � �-o�� HEAVY TIMBER FRAMING SCALE: � /4�� _ � �-o�° I.PPER LAYER FRAMING SCALE: � 4" = 1 °-o�� � � � � � � 0 0 � � � � 6x10 (UPPER LAYER) „ �ix10 (UPPER LAYER) � � �j ��0 4 6x10 (SLOPING) 2 S2 � � � o , s x ,o i �— LAG ALL UPPER LAYER � O , �� TIMBER TO 8x10 HEAVY �� � 6x10 HEAVY i � TIMBER W/(1)-1/2"0x10" � � � _ � � TIMBER (SLOPING) � � LAGS (COUNTERSINK) � � � i� � 2 TYP. �� N; � r � � r O� r � r r B� � ONE ROW OF (2)- �� �� � � \� . TYP. w �' 3�4"� x10" LAGS � ��, y � � o �� � C� 3" (COUNTERSINK) � O � 6 x 10 � 6x10 (SLOPING) o � I , , � � 2 N L J L J L J � 8x10 HEAVY �,, � � / � � � �� TIMBER (VALLEY) � B , r Og � r � " TYP. C� 1�2 \� O � � ��� � , \ � � \ �� � A /� � 2 \ / 3 � � � 6 x 10 AT HEAVY TIMBER LAYER, r HEAVY TIMBERS \ � \�\ XAGO'E LAGS � 24R O.0 ER W/ 1/2"� � S2 S2 � L J L J L .1 L J L J L J (COUNTERSINK) � — 6 x 10 (UPPER LAYER), �� r � r � r � r � r � r � HEAVY TIMBER CONNECTION UPPER LAYER CONNECTION LAGGED TO 8x10 .W/ 1/2 b 0 x 10 LAGS � 24 O.C. 5 TY . (COUNTERSINK) . S2 �, 4 SCALE: 3 4" = 1'-0" 2 SCALE: 3 4" = 1'-0" � S2 S2 � TYP J L J I , ' UPPER LAYER DASHED ' � � � � r � � , designed by JPL 6x10 (SLOPING 8x10 HEAVY TIMBER (VALLEY) WRAP TUBE STL. HEAVY TIMBER L J drawn by JPL (UPPER LAYER� BEAM PER ARCH. � BEAM PER PLAN C � � checked by �� -��\ r � r � r � � r � TS 10x8x1/2 I / I � �2 � 11����J1LL���� JLIL����JUL����� Issued (RIDGE) � X � --------------------------- 5 12/ �� � � � � � ��5 - � �� ----------------------J PERMIT 02/11 /03 6x10 HIGH RIDGE BEAM �� �� � � � GLAZING PANELS BEVELED TOP PLATE � �� �' LAG ALL UPPER LAYER PER ARCH. ���� �O O� 11MBER TO 8x10 HEAVY TIMBER W/(1)-1/2"�x10'� i �2 �2 ���/ � 6„ LAGS (COUNTERSINK) � � 5�- � � —�S �l� � O — � �� I � » � �'�• 6 x 10 (UPPER LAYER), „ _ �� �� w � � 1/4" KNIFE f�. W/ � T�A LAGGED TO 8x10 �W/ 1/2 � � � � •� (2)-3/4" �A BOLTS 6x10 (UPPER LAYER) � � x 10 LAGS � 24 O.C. �4 (COUNTERSINK) � CONNECTIONS NORTH SLOPING PURLINS = AT UPPER LAYER SCALE: 1 /4" _ � '-o" sheet N; PER PLAN o 0 6x10 (UPPER LAYER) O 4 4x1 4x0'-6 W LO6x4x5 16x0'-6 W 1 1/2" TYP BEAM EREAR H. (2)-3/4'0 THRU- / / � ° (2)-3/4 � THRU- �. - ' BOLTS EA. LEG BOLTS TS 10x8x1/2 (RIDGE) 1 1/2" 1 1/2" � �r 3/16" , W/ 2x TOP R � �� DRIVE PINNED � 16" N; � 1I�` 5 SCALE: 3/4" = 1'-0" 3 SCALE: 3/4" = 1'-0" � SCALE: 3/4" = 1'-0" S2 S2 S2 � JOB # 0210-03 , � -.� ___� � ___ _ _ _- _ _ -- __- - -- --- --- --_ -___- - , , � i � � � TS 12x8x1/2 TO BE I I PUT IN PLACE IN FIELD TS 12x8x1 2 TO BE ' GUTTER SYSTEM � � � � �— PUT IN PLACE IN FIELD , ' I I 3�$„ TOP & BOTTOM � � GUTTER SYSTEM I ( I TYP. � TWO COL. �AP f�1/4x8x1'-0 3 g�� ( � PER ARCH. � � ��, SPOT WELDED TO � � � I I I 3�8„ 3 SIDES ���`�,�� ..�.�f��� � TS PUT IN I I 3 $„ TYP. � ALL FOUR COL. � ,;�`� � .�6 � PLACE IN FIELD � � r--�� I r -� � � � . „ „ � �� � � � o:> M ;o N I I ---1/4 1/4 I I I °d��' � �� o L_J L_ HELICAL PIER SCHEDULE (2)-3/4"� � �oj°`�!� �,� --- ----- --- ------------ ----------- ---- --- --------- x 15" A.B 's �� ....e m - ------ ---------- SQUARE SHAFT SIZE 1 1/2" � ._ W � LL ---------- -------------- --- ----------- -- ----------- TUBE STEEL SLEEVE 2"x2"x3/16., , I I _ � � � � CAP f�:1/4x8x1'-0 CAP f� 3/8"x2"x0'-4" SPOT WELDED TO TS � I -- I TS 12x8x9/16 TYP. � L_J _J PUT IN PLACE IN FIELD RABBIT EAR STEEL (GRADE 40) (2)-#5's x 1'-8 -- WELDED TO TS SLEEVE 4 MIN. KNIFE F�1/4x10x0'-11 KNIFE R:1/4x10x0'-11 � I I W/ 1/2" � THRU-BOLTS � W/ 1/2" � THRU-BOLTS I I I � BASE OF SHOP ASSEMBLED I I I i � �___�COUNTERSUNK AND PLUGGED � �___ COUNTERSUNK AND PLUGGED BRACE � rn � � � I I I I 3 SIDES � � � '' WOOQ MEMBER PER ARCH. �' WOOD MEMBER PER ARCH. , � � , , I I I I 3�g,. U D � � C, � C, NON`SHR NIK ROUT i I I I c I I ' ' ` ' ' ' ' " I I I I _Z � � � THIS SIDE ONLY �j � � � .�.�. �I �I I I I o I Z �' � Q c � �- v� 2'-0» 8» 6'-9 3/4" � 6'-5 3/4" �,_4„ 4.� 2�_�„ �I �I I I � o � J � ��� ���� � � I ( cn �, N o0 CAP R:1/4x8x0'-8 3" TYP. � ( a 0 � � � TS 10x8x1/2 I I � o � U x � (RIDGE) 1'-2� I I � m o PUT IN PLACE IN FIELD $„ 6„ STL. F� : 1x14x2'-4 � � � o � � � o � D p I I � I I � � a > � � � CAP 1 �x9x0'-9 � i I � .� � 3��6 i i R' � N - �n » TS 6x6x3/16 TYP. � FQUR Q 2, 6„ I I PUT IN PLACE IN FIELD ` � o I Q I 1'-3" 8" 6" 1" TS 12x8x1/2 TO BE I I I � _ „ PUT IN PLACE IN FIELD I � I TYP. C�D ALL FOUR COL. , � C `� � � � ( 3�$ 4" 6" 5" � (BEYOND) \ � � 3/16 ' _ Q BRG F�1/4x8x0'-8 � � N i � � � TS 12x8x9/16 TYP. I I �- I I 1/4" N I Q I FIVE SETS OF #8x 10" � 6" O.0 _ ----I -- -------_ io � Q � TACk�WELD N P ACEj STL. & !� L� -- -----_Il II -- --------- � __------ -- - -{---��- ---- - _ _ � _ � =o - - � � - - - II �-{�----_ -_--- --__-__ ��_� -- -----------------_------ � - � - � ��- - 2 1/2„ 2 1�2„ � � o � io � y -- � � � � � � \ cV N — —————— ———————————— —————————————————— ———————————————————--——————— � __ == 1 ------ - �p�� - � KNIFE F�1/4x10x0'-11 � � � �� I ( `� cv 2)-�S 5x5x1/2x2'-6" M �� �WEUED TO STL. R) � �� GUTTER SYSTEM „ ��� � � 3 $�� I I I PER ARCH ���4 ��\� �� � I I I � � W eoov�oF S�FOR�GUTTER SYSTEM � \�� `�\`� „ i i i i „ SH OP ASSEM B LED SETTI N G PLATE � � CAP �?:1/4x8x1'-0 1/4'� \\ \ TYP. � ALL FOUR COI. 3�$ � � � 1/4 � SPOT E � SHOP ASSEMBLED � � ~ � W LDED TO TS PUT IN PLACE IN FIELD ��\\�\��\ , I I I (BOTH ENDS) KNIFE R '/4x10x0 -11 I I I I SETTING PLATE � ^ � � 1" 1'-10„ 1" \���� �� TS 12x8x�/16 I I I I ~ � PROVIDE 2 1/2"� HOLE IN ��� �� �� BEYOND I I I I - � � 8" � TOP & BOT FOR GUTTER SYSTEM �� � � I I I I � 8 - 5 VERT. � ��r ��� �� �� I I I I � �(2)PER TS FACE) 2�-6" � N � � � � � � TS 8x8x1/2 �\ I I I I � � Q � I � I I � DIA. BRACE ���� \� � � � � � , PROVIDE 2 1/2"� HOLE IN , � I � I I � (BEYOND) ��� � � I I I I CO CONC. PIER FOR GUTTER SYSTEM 1'-3" , 1'-2" 1" -- •- jI I - j BACKING fe. :1/2x12x1'-10 ��� ��\�� I I I I 4„ 6„ 5„ � '`� I I I I ��� �� I I I I . 12 _#8 VERT. �j �y � � � � � I I I I �(4� EA FACE) M W ►-+-I (7)-#8 s CONT. � BOT. � � � � O � �I - I I - — TS 10x8x1/2 �� �� � I I I I � I I � PROVIDE 2 1/2"� HOLE IN �� � \� I I I I (5)-#5's CONT. � TOP ' I I BACKING F� FOR GUTTER SYSTEM ��� �� \� I I I 1 �r � ( (��-,,�+ � . �, I I � I ��� �� �� I A I I B � � � ��� I I " " n�� T E-�1 � � I � I I I G U T T E R S Y S T E M ��\ � � � -� �I �I� � � � I I � � I I � � � I � I I � 1/4" P E R A R C H. ��� �� �� � I I I � 3 -$ o �3 V E R T. T I E S. x � �� �L L� �.�� � p � I I I I �I��°I�-1� � � � � � � � G U T T E R S Y S T E M ��� � I I I � #4 H�ORZ. TIES. x �_I � 16" 0 C. N ^ _ (2)-�3/4 �� � � II � II � � � � I PER ARCH. TS 8x8x1/2 TYP. ��� �� I � I I I � C� 16 O.C. c� � � x 15 A.B. s 1--�-� � ��1�11-1 � � ., ��4" „ �� �� � _i i �_��.ullul � w � � � � r , , � � � � 2 -2 N � N � � � �� �� � H'� TS 8x8x1 2 3�8 � ' I I ' � � , � �� , , I I -II-� �t � A A � � ( � #3 VERT. TIES x �\ � � � � � n II � � II � � � �j � - I I C�? 16" 0.C. rn _ I I .�}�I.}�1 T S �O X S X�/Z \ — N :� r� I I � � q LL�-I L I � � 1" 1'-10„ �„ I � -- � I I_�_� M 1 I 1 � � I — � „ �---� —11"rl—'t -1��� _I� 3�$„ i i i i i i �/4,� , ` �e I° a a a ° a a #3 VERT. TI ES x N TYPCLR. i) � I I n � � � _ � �� J� s a e a � 16 O.C. 1'-11„ 7„ II I� III I� �I i � � I � i TS 8x8x1/2 TYP. � � � � � � N a 8 I I � � I I I I � ��4" � FOUR � I I � � � w a< , � I p ° a 9 1/2" II II I I II I� n � � � � I I I I � I I � � I I C° ° ° ° � � �, � ' ' , » ° � BACKING (� :1/2x12x1'-10 I I � � I I j � , ° a ° � 2 -6 �--� I-I ��� f- � � �_--� � I I � �A I I B N N 2 CLR a $ a a I � a ° � 2" CLR. _ � II I� III� 11 � o � I I � „ � � II I� � II I� II c� � ' � — ' � ' — Ts ,oX$x, 2 � � � � � � a , a a Qa a a� �o n ii ni� ir � � � I �_J � I I I I � a a a a ,_ 12)-#8 DWLS x w� II I� II1� 1� I __ � (BEYOND) I I I I � � a a , a , 3 8 0 �� EA. #8 VERT �U II I� II I� n � I I � #3 H O R Z. T I E S. x �_I S�-�� 3'-6 I I I� I I I� I� > � � GUTTER SYSTEM � � 16" O.0 c� I I I I I I PER ARCH. RABBIT EARS PER � � ,r � �fi� J � I I� I III� II � .. - ���-#$�S ;ONT. � BOT. �� �� ���� n � 1/4 I TS 8x8x1 2 SCHED. WELDED TO TS ►r, (�-#5 DWLS x �U " '' ") n �� desi ned b JPL I i I I I I i (3)-#5's ;ONT. C� TOP �� �A #5 VERT. �� II I� II I� 11 o g y CAP R PER SCHEDULE 1'-4 �� _ ��_� ��� � drawn by JPL B B BASE f� : 3/4x26x2'-2 BOLT PER MANUF. � 1------�-- ----�------f------ - -- --i- ----t------�--- �- � -1 __ checked by 2 1/4" 5 3/4" TS SLEEVE � � � � � � � � r-----t-- --�-- r� � � � � � � � ISSUed TS 8x8x1/2 TYP. PER SCHEDULE � �� � �� I I I I I I � I I I � I � � � I � FOUR 2 -0 2 -0 I I I I I I I I I I I � I � � � I HELICAL PIER BY I I I I I I I I I I � I - PERMIT 02/11 /03 �' OTHERS. 4'—p" I I I I I I I I I ( ( � I � � I t° _ (2)-13/16x1 7/8 SLOTTED HOLE`.� SEE PLAN FOR I ( I I I I I I I I I � I � 1 iv � PROVIDE 2 1/2"� HOLE IN LOAD CAPACITY I I � � � � � � � � � I I � � I � I � iv BASE R FOR GUTTER SYSTEM � � RABBIT EARS PER SCHED. � � I I I I I I -�------� I � � I I I WELDED TO TS - � � � � � --�1'--- --I-= �-�� I N - -- - �- ----F------I-------1-------I- ----�-------F=== _�_= =1--- --I- � - CAP R PER SCHEDULE in ' BOLT PER MANUF. `° TS SLEEVE 3/$„ TYP. C� ALL COL. PER SCHEDULE HELICAL PIER BY 5" 1'-4" 5" OTHERS. sheet SEE PLAN FOR LOAO CAPACITY 2'-2„ � 1'-0" g'_g" 1�_3�• �,_3„ 9„ . � 13'-g�� 2 SHOP ASSEMBLED BRACE DETAIL SCALE: 3 4�� _ �°—o�° � SCALE: 3 4" = 1'-0" S3 S3 � ' JOB # 021 �-03 � r � , � , , , � � , , , i � GENERAL NOTES• Mountain Haus JOB #0210-03 BACKFILLING• UPPER LAYER FRAMING DESIGN CRITERIA a. Do not backfill against retaining walis until supporting elements are in HEAVY TIMBER FRAMING place and securely anchored, or adequa� shoring is instailed. P�p RfG/s�. Roof Live Load -------------------------------80 Sf g g 9 ROOF FRAMING '����'' P Concurrent backfilfin of each side of a retainin wall to fiRal rades �p:'��y R•M�'F?, Roof Dead Load ------------------------------15 psf as indicated on plan or section is requir°d unless temporary shoring is Basic Wind Speed -----------------------------80 mph (Exp. B) installed. PER SHEET S2 , c,�;'�`` ��•.° Seismic Zone --------------------------------� b. Verify type of fill with soils engineer and structural engineer prior to � �� � UBC Edition ---------------------------------1997 : 231 ' backfilling. � c. Backfill around and above structural buti-esses and retaining walls �.�' .� STEEL HELICAL PIERS: shall be compaction-tested per the reco'nmendations of the GUTTER SYSTEM � '• • ''�v��� geotechnical engineer. PER ARCH. W/ S��NAt�- a. Steel helical piers shall be designed and installed to resist the GROUT: SNOW GUARD - ---------- - ---------- - unfactored design loads as shown on Sheet S 1. PER DETAIL 2/S1 APR 9 � b. Installer Qualifications: Installation shall be done by an authorized a, All grout beneath column base plates ard steel beams at bearing shall installation contractor. Proof of current certification with the be non-shrink, non-metallic type grout. Grout shall have a minimum � manufacturer, as an authorized installer of the helical piers being compressive strength of 2500 psi. \ ' used, shall be submitted to the Architect or Structural Engineer � FASCIA PER ARCH. \� � prior to starting installation. GENERAL REQUIREMENTS: �� c. A representative of the geotechnical engineer shall be present during �� � � � " installation of the helical piers. Q. Strueturaf erection and br�cing: The s�uctural drawings illustrate the \\� U � °' j� d. Soil corrosivity and required mediation shall be determined by the completed structure with all elements in their final positions, properly � Z � helical pier supplier. supported and braced. The Contractor, in the proper sequence, shall STEEL FRAMING �� � � � e. Submit shop drawings indicating shaft and helix sizes, including provide shoring and bracing as may be required during construction to PER SHEET S2 & S3 �� �/j � manufacturer s catalog cuts and data sheets. ochieve the final completed structure. �ontact the structural engineer for � � ^^ f. The steel helical pier system shall be ICBO approved. Installing consultation (not in contract) as requirEd. z � °"'- contractor shall fumish evidence to th� StructurQt Engineer by b. Shop drawings: Submit shop and erectbn drawings for structural steel Q � vv means of the ICBO evaluation report or "ER" number. to engineer for review prior to fabricaticn. This review � INDICATES EXSTG. BUILDING TYP. J � g. Acceptable tolerance for alignment of top of pier shall be 1". is for general compliance with the intent of the structural design. � � Piers exceeding this amount shall be removed and redrilled. Do The architect and/or contractor are res�onsible for checking quantities, , � 'p� c� � not force pier tops into alignment. dimensions and coordination with other trades 105 -0 Z � � � c. Exist�ng structures: If construction adjcins an exist�ng structure, T.O.PIER ��; � a� �- � REINFORCED CONCRETE: contractor shall be responsible for verif;ing dimensions, elevations, �� D xo p a. Concrete design is based on the "Building Code Requirements for frammg, foundation and anything else tEat may effect the work shown on the drawings. Underpinning, shoring and bracing of existing STONE VENEER �� ;; � m Reinforced Concrete" (ACI 318-95). structures shall be the responsibility of the contractor. FINISHED SURFACE AND CAP PER ii � U b. Structural concrete shall have a minimum 28-day compressive PER ARCH. ARCH. � __�*___ ___ � � > stren th af 400 Q si. d. D i m e n s i o n s: C h e c k a l l d i m e n s i o n s a g a i r st architectural drawin gs prior ___ 9 P , to construction. Do not scale drawings ` �t STUB FOR FIRE � + c. Concrete shall be proportioned using Type I-II sulfate-resistant cement. e. Construction practices: General Contractor is responsible for means, 100'-0 _____ N DEPARTMENT A dmix tures con t4ining c h lori de sa l ts s ha l l no t be use d. methods, tecMniques, sequences and prcce dures for cons truc tio,n o f , , � ----------------------- ----------------------------� �-- - , . , , , , � T.O. GRADE � L----------- � d. Submit mix design to engineer for review. this project. Notify structural engineer of omissions or conflicts � r , r CONT. L6x6x3/8 W/ e. Cold weather concreting procedures shall be provided as recommended between the working drawings and existng conditions. Coordinate � � � � 1/2" � x 0�-4 EXP. in the ACI Manual of Concrete Practice. requirements for mechanical/electrical/�umbing penetrations through • I � � I •� f. Anchor bofts for beam and column bearing plates shall be placed with structural elements with structural engireer. Jobsite safety is the sole 98 -0 ANCH. � 24 setting templates. responsibility of the contractor. All me hods used for construction T'�'W' � I I � � g. All exposed edges and corners shall be chamfered 3/4". shall be in accordance with the latest Edition of the UBC. I I I I � h. Concrete coverage for reinforcing steel (ACI 318-95): f. It is the responsibility of the contractor to contact the structural � I I � � 1 Concrete cast against and permanently exposed to earth 3" engineer at the appropriate time to perorm site observation visits. � I I � � 2. Concrete exposed to earth or weather : Observation visits to the jobsite by the engineer are for determination � I I I � A. #5 bar and smaller 1 1/2" of general conformance with the constnction documents and shall not INDICATES POSSIBLE CUT LINE � � FOR SANITATION DEPARTMENT � I I I � � � B. #6 through #18 bar 2 be construed as inspection. � I / 3. Concrete not exposed to weather or in contact with ground: g. Though every effort is made to provide ❑ complete and clear set of EXISTING MANHOLE I � � � A. Slabs, walls, joists (#11 bar and smaller) 3/4�� construction documents, discrepancies cr omissions may occur. AND SEWER LINE I � � I � B. Beams, columns 1 1/2 Release of these drawings anticipates caoperation and continued � � � � � / � communication between the contractor, architect and engineer to � I I � 2 r� REINFORCING STEEL: provide the best possible structure. Th:se drawings have been � � � � / prepared for the use of a qualified coniractor experienced in the � I I I � � a. Detailing, fabrication and placement of reinforcing steel shall be in construction techniques and systems deaicted. � I I � � � accordance with the ACI Manual of Concrete Practice. � b. Except where otherwise noted on the drawings. reinforcing bars shall I � � I / � � conform to ASTM Specification A615-79 and shall be grade 60 except � I I � � � � ties, field bent bars where permitted by note on plan, or bars to be � I I � / HELICAL PIERS BY welded, which shall be grade 40. 86'-6 I I / OTHERS (SEE PLAN) � � c. At s lices in concrete la bars 36 diameters. Do not weld or use CONNECTION SCHEDULE T.O.F. � I I � � � p , p � � mechanical splicing devices unless specifically approved by engineer. I ���I I �� d. A t c o r n e r s, m a k e h o r i z o n t a f b a r s c o n t i n u Q U S o r p r o v i d e corner bars. Q (2)-3/4"� T H R U-B Q T S � i� �� � Around openings and steps in concrete, provide (2)-#5 bars extendingL L�J �, � 2'-0" beyond edge of opening or step. QB SEE DETAIL 3/S2 � e Extend reinforcing steel a minimum of 24" through cold joints. Unless � � specifically located on plan or details, coordinate cold joint locations Q SEE DETAIL 1/S2 ^ with engineer. �°°� � f. Welded wire fabnc shall conform to ASTM Specification A-185. Lap � (2)-1/2"�x 8" LAGS (COUNTERSINK) g" 5'-0" 2'-6" 9" , welded wire fabric a minimum of one full mesh plus two inches. Laps � r�T, ��y shall be wired together. 9'-0" �i b�1 g Metric bar size conversion table: METRIC INCH-POUND � � 10 #3 1 � �13 #4 SCALE: 'f/4" = 1'-0" � #19 #6 S1 � � � #22 #� 1 1 � � #29 #g CAP f�:1/4x4x0'-8 TS 8x4x1/2 7S 10x8x1/2 S1 S3 � #32 #10 PUT IN PLACE IN FIELD (RIDGE) NOTE: RIDGES NOT TO BE CONNECTED �� � � #36 #11 � PUT IN PLACE IN FIELD � � F•-� STRUCTURAL WOOD FRAMING: ------ --- - ------------------------------- --------- 27'-3 3/8" � � � 5'-0" 17'-3 3/8" 5'-0" � � a. Except where noted otherwise, all 2" nominal lumber, except studs, � shall be Douc�las Fir-Larch #2 and better, and all solid timber beams -------- -L---_-----------------------------1--------- - � and posts 3' nominal and wider shall be Douglas Fir-Larch #2 � 1'-6" '-0" 1'-6" 1'-6" '-0" 1'-6" _ b. Built-up beams consisting of multiple 2x members shall be nailed I I i I TS 6x6x3/16 (BEYOND) � � � together with two rows of 16d nails spaced at 12" on center, or I I 1/4" — — with two rows 1/2" diameter thru-baits spaced 24" on center. I I I I � � r � c. Top and bottom plates shall be Douglas Fir-Larch or Hem Fir #2 and I � I TS 6x6x3/16 � I � ( T.O.W. = 98'-0 ( � � better. Plates placed directly on concrete walls or slabs shall be 3�16�� I PUT IN PLACE IN FIELD � � (20 k) (20 k)I T.O.F. = 86'-6 � � � � ressure-treated Hem Fir 2. � � I ( I 20 k 20 k P # \ � _ d. Except �as noted otherwise, minimum nailin shall be provided as specified BRG :1 4x8x0'-8 � � � I I _ �_ �� I T.O.P. = 105'-0 �'_p" �I � in the Nailing Schedule on the drawings �(2000 IBC Table 2304.9.1). R � ( � I I _ - 1 0 _ e. Bolts used for wood framing connections shall be installed with � I � 1/4" I I ° I T.O.F. = 86'-6 I � ---I �j in 2'-0" 2'-0" 2�_p�� 2,_�„ o standard washers and nuts. � f. Wood nailer plates installed on steel beams or concrete walls for top- --- -------------- -- -----------� ------ --- °' °' ���`�� �� flange hangers shall be ripped to match the width of the wall or beam -----___ --__________________ � ���txs ��1� flan e. Nailer lates su porting top flange hangers from one side only ,- - _-,---s --_ - , -_ , -_ �-_-- I i 9 P � p � �-�—--- � ' +--r , , � I tO ' '�'��� �""� ��'��' � shall be installed flush with the face of wal{ or beam flan e at the --------� -------- ��'��'' g � : (10 k) (10 k) _ hanger locations. - - ------ -------- - ----- -- --------------- --------- o (10 k)I � I(10 k) � � I `� STRUCTURAL STEEL: \` � ��\�� — J L — J designed by JPL —TS 12x8x9/16 TYP. �� � � JPL a. Structural steel shall be detailed, fabricated and erected in accordance (BEYOND) �\\� � °' drawn by with the most current editions of AISC Specifications and Code of � �� �� �� 1'-3" 2'-6" 1'-3" 1'-3" 2'-6" 1'-3" Standard Practice. � �� � � , „ checked b TS 12x8x1 2 TO BE y b. Structural steel rolled shapes, including plates and angles, shall be PUT IN PLACE IN FIELD �� � � 17 -3 3/8 ASTM A36 Tube shapes shall be ASTM A500 grade B. Pipes shall (BEYOND) ���� � ISSU2d be ASTM A53 grade B or ASTM A501. TS 8x8x1/2 TYP. �� �� c. Tube shapes are actual size as specified on plan. Pipes indicated (BEYOND) �\� PERMIT 02/11 /03 on plan are nominal (approximate inside diameter) and refer to AISC pipe schedule dimensions. 3 SCALE: 1 /4" = 1'-0" \\ ' d. All bolts used in steel framing shall conform to ASTM Specification ' HELICAL PIER DESIGN SCHEDULE REVISED 04/09/03 A325. Anchor bolts and bolts used in timber connections may be S� DESIGN LOAD: 0 TO 25 K 25 K TO 30 K ASTM A307. Bolt sizes shall be 3/4" diameter unless noted otherwise. GLAZING PANELS SQURRE SHAFT SfL- 1 1/2" 1 3/4" e. Bolts used in structural steel framing shall be the break-off, torque �� PER ARCH. �� �> >� �� �� �� indicating type, or torque inspection shall be provided as required by SOLID 2 � MTL. ROD TUBE STEEL SLEEV[ 2 x2 x3/16 2 1/2 x2 1/2 x3/16 ., �� , „ » „ � „ the building inspector. - CAP f� 3/8 x2 x0 -4 1/2 x2 1/2 x0 -4 f. Typical framed beam connections shall consist of pairs of 1/4" angles (3)-1/4" "T" BZACKETS � RABBIT EAR STEEL GRADE 40 2 5's W 1'-0 4 5's W 1'-0 � ., using the maximum number of bolts called for in Table II-A of the W/ (2)-1/2"�xS" LAGS �2 `- 3" WELDED TO TS SLEVE ) MIN. DEVELOPMENT MIN DEVELOPMENT AISC Manual (ASD Ninth Edition). ONE LAG PER _EG) 5� �- �-�� 3/16" . g. Expansion bolts shall be wedge type "Hilti", "Rawl", or "Red Head" or �BRACKETS SPf�CED . approved equivalent with the following minimum embedments: � 24" 0 C.) R, � 1/2" diameter ---- 2 1/2" 2 G� � N OR TH 5/8�� diameter ---- 3�� c� �� 1 1/4" 1 1/4" She 3/4 diameter ---- 4 , �; 3�4 FO U N D A TI �� N P LA N SCALE: 1 /4�� _ � �-o�� h. Adhesive anchors called for on the drawings shall be glass capsule � g" O �,.,r f types such as "Molly Parabond" or "Hilti HVA" anchor systems. BUILT UP FASCW � � _______ 2 2 1/4" PLAN NOTES Minimum embedments, if not specificall�r indicated on the drawings, PER ARCH. ________ shall be according to the manufacturer s specifications. „ 1. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: i. All welding shall be done by an AWS qualified welder. 6x10 UPPER LAYER PROVIDE 2 1/8 T.�.P.=TOP �F CDI�CRETE PIER T.�.F.=T�P OF CONCRETE FO�TING T.�.W.=TOP OF GQNCRETE WALL j. Delay painting within 3" of field wefds until welds are completed. FRAMING PER S-IEET S2 HOLE FOR ROQ THESE ELEVATIONS RELATE TO 100'-0 AS A REFERENCE ELEVATION AT THE k. Where corrosive soil conditions exist, steel angles that are used to ,. , ,� TOP OF FOUNDATION AND DO NOT REFLECT ACTUAL SITE ELEVATIONS. support exterior stone veneer shall be galvanized and shall be attached 2 SCALE: 1/4 = 1 -0 to the foundation with galvanized or stainless steel expansion anchors. S1 ��� � 2. HELICAL PIERS ARE INDIC�TED THUS: (`; WITH THE REQUIRED LOAD CAPACITY "1 IN KIPS SHOWN IN PAREN�HESES. 3. DO NOT SCALE DRAWINGS. JOB # 0210-03 - � - -- , _ , � - � � , , � , . ; , , , , � , � , r , ��fl REG�s ���,......��T �, •��,Y R.M�•F�c^ 4 �,0;��`' �y,: :� �"• � 23�9 ' 3 �1'��O �� S2 .o� . � : S1 +�+ QO �O �,� INDICATES EDGE �a. � � � ..��� _ �`> '<�' �QQ OF ROOF LINE INDICATES EDGE INDICATES EDGE S�ONRL.�- G G OF ROOF LINE OF ROOF LINE APR 9 � _ _ _ 6 x 10 x x 6 x 10 ~ - -- INDICATES TUBE INDICATES TUBE „ ¢ � STEEL FRAMING BELOW ~ ` 6 ° ° '��� ~ STEEL FRAMING BELOW ' 1/4 KNIFE R i � 1/4" KNIFE F� z �' '< Za ¢ +� x x + ¢ � TS 12 x 8 x 1 2 � Q 9'� � � � � � � � � � � � 8x10 8x10 �,Q' v � co �o �O r � � . � �'�Q��ss+ � N � +,��1��c�"� � C � � SLOPING) (SLOPING) .1 0 C C ,� � CA T x x o � x x NT � U � � � A s �o � �o �o Q � � o .- o Z Z I I �F +�� � � � I �O+ �,�' � +� �,�F' a � � x � �o,- a, _ -° � � � �� � rn x rn � .�5 ��QQ o � � O �Q' � � o '.,+�� � � �+ , o � � rn rn ST w � G cn � �L 0 ? •- cn o � .�. � _ .-. ^ .� f- o x i x � � x I o � � ,`�Q 1 9<<�.� �-F-� � � o x ° � ° � �� �, /�� ° a � ° o Q .� °:� X " " x � X � o O 0 x � N I ao x ao 0o S2 0o tO � � � 6 x 10 � c�n cn `° x J � �. � � co � � �,� (HIGH RIDGE) TS 10 x 8 x 1/2 (DROPPED) � (SLOPING) 6 x 10 � �rn N ° A � �.s x x �. P��� (HIGH RIDGE) p � � � .c� I °D � G� G .. 6 x 10 U oG��+�+� � � � � � +���JQ-�.� � �, � a ^ Q � (SLOPING) � �. o � � o Z � m � O .2 � � o o ,� F, + .�. o o � .- z , � z z r � � C� �, I o � cb-1- F � � ��. � � � � ,- z � / x � � � -+-� p - y� �� � a � �� � cn o Z �Q. A O z ° v Z x a " o 0 0 " o � � � > �'LS I N i- o � � ,�-lQ ° x o � �L o- x o o � o ( `° cn w � � � � � � � � o o F-- X � N +,�0 9��� ° � X � v Q c� � 1/4" KNIFE f� " � 1/4" KNIFE F� oo v � J� `� � A T 6x10 6 x 10 r � 6 x 10 6x10 A T. � � TS 12 x 8 x 1/2 � 0 � 8x10 Sx10 0 OC ° 6x10 � 6x10 x I � C C� C x � CO � Z I � GP O (SLOPING) (SLOPING) O � � � � � 6 1 o � z � � ' � � CONT. 6 x 10 � � �' �-+ -�--- — �-- ----- ----J --- --------------- —�, -----J --------J ---- -- --- _—_—�---X_—��---J -- --------------- � 2 c'Qis�+�, INDICATES EXSTG. INDICATES EXSTG. 1 6 x 10 6 x 10 6 x 10 INDICATES EXSTG S3 BUILDING T''P. BUILDING TYP. S� BUILDING TYP. � A�`r>' (SLOP NG) INDICATES EXSTG. BUILDfNG TYP INDICATES EXSTG. BU(LDING TYP. INDICATES EXSTG. BUILDING TYP. � ' � h��-I ' � � � � � NORTH NORTH NORTH � � C� TUBE STEEL FRAMING SCALE: 1 /4�� _ � �—o°� HEAVY TIMBER FRAMING SCALE: 1 /4�� _ � �—o�� UPPER LAYER FRAMING SCALE: 1 /4�� _ � �—o�� � � - o0 , , , � ; , . , � , � , , � � � O O � � � � � � � 6x10 (UPPER LAYER) 4 rT1 � 6x10 (UPPER LAYER) 2��� �� 6x10 (SLOPING) S2 ��-- � O 6 x 10 � � LAG ALL UPPER LAYER � O / TIMBER TO 8x10 HEAVY �\ � � � � / TIMBER W/(1)-1/2"�x10" � O � 6x10 HEAVY / -o ° TIMBER (SLOPING) �i � LAGS (COUNTERSINK) �� N+ � r -� � r O� r � r r B� � � ONE ROW OF 2 - � i/ 2" TYP. �� � �� ^ , TYP �� � P. W � „ �, � � \ / y� � o ' r � � 3/4 � x10 LAGS / 6 x 10 6x10 (SLOPING) � ? I �. � � �1 C�D 3" (COUNTERSINK) � � / 2 � �, L J � - � L J C� �+ 8x10 HEAVY �: p � r � r O� r � � � TIMBER (VALLEY) � B TYP. � „���� " � YP � 1�2 � � � �� � N r'� Q � � � /r 3 �' \ � �\ N �� \�� 6 x 10 AT HEAVY TIMBER LAYER, 2 SZ r HEAVY TIMBERS � �\ LAGGED TO UPPER LAYER W/ 1/2"� S2 X �O LAGS C�? 24 O.C. J L J L J L J L J L J 6 x 10 UPPER LAYER , (COUNTERSINK) - - , � � ) � r � r � r � r � r O LAGGED TO 8x10 W/ 1/2"� g HEAVY TIMBER CONNECTION UPPER LAYER CONNECTION x 10�� LAGS � 24" O.C. 5 � (COUNTERSINK) S2 4 SCALE: 3 4" = 1'-0" 2 SCALE: 3 4" = 1'-0" � S2 S2 TYP J L J UPPER LAYER DASHED � � designed by JPL drawn by JPL WRAP TUBE STL. HEAVY TIMBER L J 6x10 (SLOPING 8x10 HEAVY TIMBER (VALLEY} BEAM PER ARCH. BEAM PER PLAN �- J checked by (UPPER LAYER3 � "Q�� r � r � r `Ug � r � TS 10x8x1/2 � � I � I �� �2 11�����1L����J�L:. JUL' ����J ISSUeC� ����� (RIDGE) � � --------------------------- 5 12� ' � /X\ � \�\\\5 -------------------------- -� �` PERMIT 02/11 /03 � 6x10 HIGH RIDGE BEAM ��� �c REVISED 04/09/03 � � GLAZING PANELS BEVELED TOP PLATE � �� �� PER ARCH. ���/ \� �/ LAG ALL UPPER LAYER TIMBER TO 8x10 HEAVY 12 12 ��� � 6�� TIMBER W/(1)-1/2"�x10" i � r i � 5� p p �5 �'� �- �. LAGS (COUNTERSINK) � - � \ � \ � 23� LAGGED TO P8 R�L�ER),2��� � � � � w � � „ 1/4" KNIFE F� W/ — � � � � (2)-3/4 �i BOLTS 6x10 (UPPER LAYER) � � A (COUNTERSINK)24" O.C. � 1/4 �4N N ECTI ON S N OR TH � � � � � ' 5LOPING PURLINS � � � � � � �� � � � � N: AT UPPER LAYER SCALE: 1 /4" _ � '—o" , sheet 6x10 (UPPER LAYER) PER PLAN QB TYP: QC TYP: o 0 WRAP TUBE STL. JL 4x4x1�4x0'-6 W/ L 6x4x5/16x0'-6 W/ o 1 1/2" TYP. BEAM PER ARCH. (2)-3/4'� THRU- (2)-3/4"� THRU- �r � BOLTS EA. LEG BOLTS „ TS 10x8x1/2 (RIDGE) 1 1/2" � ��2" � �r 3/16 DRIVEX PINNED C� 16" N: � 1 I�� 5 SCALE: 3/4" = 1'-0" 3 SCALE: 3/4" = 1'-0" � SCALE: 3/4" = 1'-0" S2 S2 S2 JOB # 0210-03 _ - ___ _�_.______ _____ _ _ ____.�_ �_ _ _ . __ � , _ -r�...�__...���-- �- . _�_' �� TS 12x8x1/2 TO BE I I PUT IN PLACE IN FIELD � � TS 12x8x1/2 TO BE GUTTER SYSTEM I I I PUT IN PLACE IN FIELD ' , PER ARCH. � � 3/8„ TOP & BOTTOM I I GUTTER SYSTEM I p0 RE�/ I „ 3 SIDES o�P,..•••..SIF CAP 1 4x8x1'-0 � � P' � 3 8" �•� R � I I � I I PER ARCH. 3/8 �, �4Y R•M�•;��• TS PtJWEN ED TO l l I I 1'-2" � � � o ��. cy�:. PLACE IN FIELD � � �-�i i � _ 3�8.� TYP. � ALL FOUR COL. 8„ 6„ STL. F�, . 1x14x2'-4 � ; \ 2 19 ; .. N ��� I A • ���4� / �� 1 4 I I � •. I I 1 4 / L_J I I L_ \ � , � �2)-,3�4 , ' ••....-• � ------------ ----�------- ----------- ---- --- --------- r � , N , � � , � , � � x 15 A.B s � s/ E� ONA1. ----------- ------------- -------------- --- ----------- � APR 92003 � — _ � � � � � CAP f�:1/4x8x1'-0 ° I _ I ' I I TS 12x8x9/16 TYP. � L_J SPOT WELDED TO TS _ _ � � � ( 3/8" -- PUT IN PLACE IN FIELD :� �. .n. , KNIFE F�1/4x10x0'-11 KNIFE R:1/4x10x0'-11 N � � I I I I I I p� I I W/ 1/2" � THRU-BOLTS � � W/ 1/2" � THRU-BOLTS � � � BASE OF SHOP ASSEMBLED I I I I 'N _� L _ __ COUNTERSUNK AND PLUGGED � L__ _ COUNTERSUNK AND PLUGGED cv �t FIVE SET� OF #8x 10" � 6" O.C. BRACE I 1 I I 3 SIDES � '�`� � � � � � - I I (CROSSED THRU TUBE STL. & ( � � � 3�g» U � rn � '- WOOD MEMBER PER ARCH � WOOD MEMBER PER ARCH. i� Q TACK WED IN PLACE) Z I I r. � - 1" MIN. SHIM & I I I I _ � rn rn D D C C NON-SHRINK GROUT I I 1 I c � � 2 1/2" 2 1/2" � � THIS SIDE ONLY � � o x � rn � a 10" �I �I I I I o I Z � rn �.. C° (2)-TS ;x5x1/2x2'-6" �I �I I I � I � •�- vv 2'-0" 8" 6'-9 3/4" � 6'-5 3/4" ��_q.�� q.,, 2�_�» N (WELDED TO STL. R) �I �I I l � o � J � IL� IL�i i I I � .� N � SHOP ASSEMBLED SETTING PLATE 3" TYP. � � ° o � ; � CAP R:1/4x8x0'-8 I I � � U � � TS 10x8x1/2 � � � ° I � o � (RIDGE) � � � m PUT IN PLACE IN FIELD � � � I I � � I I ° /Y v °• Q D D I I , 8)-#5 VERT. I I V� � � � � � � � �(2)-PER TS FACE) � � � � � CAP R:1/4x9x� -9 3/16" I I TS 6x6x3/16 TYP. � FOUR CONC'DPIER 1FOR�GUTTERI SYSTEM 2�-6�� � PUT IN pLACE IN FIELD � 1'-3" 8" 6" 1" I I — TS 12x8x1/2 TO BE I I I 12 -#8 VERT. ^ I C C iv �(4�-EA. FACE) 4" 6" 5" (B YOND)LACE IN FIELD \ i i TYP. � ALL FOUR COL 3��6„ � I I a BRG R:1/4x8x0'-8 I I TS 12x8x9/16 TYP. � � ��4�� . - I 2'-2 � � �� -�-----_—__ _ -- ----------- ------------ -- — — --------------- -- —_ -- -__----- N ° g < � ! �J � -- ------II II -- -------- " � --------- -- �f—_ ____-- - #3 TIES. x � - - — — �__.___—- ____ � __ _——_ ���_——— ———--———___�_�_ —� I— I L — � �2„ �.C. N e Q .. � � � � II I = ------------� ------------------ � � � � � � A o � a ° d' tD � N N � I I I I , Z Z �, a � � � � N �' � - ------ ------------ ------------------ ---------------------------- -- -- ------ - , �1 -- � a � �J KNIFE F�1/4x10x0'-11 � � � �� � f #3 TIES. x �\ , < ° T GUTTER SYSTEM ��4„ ���\� �� 3�g" � � � � ; � 12" 0 C. rn , ', " ° i\ � w PER ARCH � � � � I I I � � PROVIDE 2 1/2"� HOLE IN I \�� \� \� I I I I _ � 1—I � CAP f�:1/4x8x1'-0 1/4" BOT. OF TS FOR GUTTER SYSTEM �\� �\ TYP. � ALL FOUR COL. 3�8,. � � � 1/4" N 2" CLR. SHOP ASSEMBLED '- � SPOT WELDED TO TS �� �� � , � � � �312'E O.C. ►� TYP. SETTING PLATE � C� , „ „ PUT IN PLACE IN FIELD ��� �� �� KNIFE R 1/4xI0x0 -11 I ( I I 1 -11 7 � (BOTH ENDS) �� \ � I I I ( 9 1/2" 1 1 -10 1 ��� � � TS 12x8x5/1E ( I ( ( 2,-6„ � �, � �, �, � �. PROVIDE 2 1/2"� HOLE IN ���\\�\��\ BEYOND f I I I � � 2'-6" O O � g � TOP & BO �r�l- ��� �� �� I I I I �'' N � � � � � � TS 8x8x1/2 �� � � I I I I � ^ ^ � I � I I � DIA. BRACE ���� � � I I I I � 1'-3" 1'-2" 1" �-�-i F--�i _.� � I � I I � (BEYOND) �� �� �� I I I I � � � • ► � � _ � BACKING f� :1/2x12x1'-10 `�� `� `� 4 � � � HELICAL PfER SCNEDULE 4" s" 5" , � � w �' I - I � I I I I O � I I I I I I ��� �� �� I I I I ' SQUAR� SHAFT SIZE ' 1 1/2"� ' ' ' ' ' � � ° _ I I _ TS 10x8x1/2 �� �� �\ I I I I TUBE STEEL SLEEVE 2"x2"x3 16" 105'-0 � � ' I I I „ ��\ � I I I I � T.0 PIER _ __ 1�-� I I PROVIDE 2 1/2 � HOLE IN � � � � � � �� �� � �� '�'�'r '�'�I I I'��0�'tft � CAP F� 3/8 x2 x0 -4 ( � BACKING f� FOR GUTTER SYSTEM ��� � � � � � � �2�-3�4���, f�I �If I I � �I n II r �--•� 0 N i I � I ��\�� I A I I B RABBIT EAR STEEL (GRADE 40) (2)-#5's x 1'-8 x 15 A B. s �� �I� I I � �� � �) � � � � I � I I I „ GUTTER SYSTEM � � � � � ( � _ WELDED TO TS SLEEVE 4" MIN � L � � I I '�' �"t � ,n I � I I � 1�4 PER ARCH. ��� �� �� � � � � � L� � � i i � i �` � i i i � r--,--�.�Z � � GUTTER SYSTEM � �' I 1 I I � II I I II 1 w ^ � ' ' � PER ARCH. 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WELDED TO TS � � � � � � � � N � PROVIDE 2 1/2"� HOLE IN 2" CLR. ° ° a � �a a a ° I � ° ° 2" CLR. i �� I i� i j � i� _� _i I J j � I ' N BASE R FOR GUTTER SYSTEM � a a ° (7)-#8's CONT. � �a �j --�-- -- - �IJ � I I e , i � i i ° a ° � BOT. - N � a - - -- 1------�- --- - „,...._ ._ - -; - - - -- -- - - , � , _ - - - - - -, _ , � _ -. _ _ _ _ _ _ � _ _ _ �_ _ _ _� _ � -- - - ..- -, - ._ _ _ _ _ - - _ _ _. , _ m_r_ , _ � _� �_ ,_ - - - - --- , - -_ - - ��- _ .. � - . , _ .____._ _ .. _ _ . _ --- -r � - � � � _ � , , , GENERAL NOTES SYSTEM NOTES '� ` 2” SAND LEVELING BED � � � ', � � � � � � 1 .c� �, 1 CONTRACTOR TO FIELD VERIFY ALL EXISTING P1 - BRiCKPAVERS SEE SPEC ON 2" BEDDING � - co �Orn -' � ) 4" X 8" (APPROX ) PAVER 2' SAWCUT AND CONDITIONS AND ASSEMBLES CONTRACTOR TO SAND ON 4" GRAVEL ON COMPACTED BASE W ' �� �� ` � o � / STONES - 2 IN. SHAPE PATCHBACK ASPHAULT NOTIFY ARCHITECT IF PROPOSED ASSEMBUES SNOWMELT � `'; .d • ARE NOT COMPATIBLE Ih1TH CONSTRUCTION � o DOCUMENTS PZ - Pi ON ROAD BASE PER T 0 V BUS MIRAFI 140N FILTER FABRIC � j Q � , ' � STANDARDS , SWEPT SAND JOINTS HAND • �� � �� I � . 2 CONTRACTOR IS RESPONSIBLE FOR � 6„ TIGHT 6 2 -0 � � � MAINTAINING THE INTEGRITY OF ALL EXISTING P3 - BUFF SANpSTONE FLAGSTONE ON CONCRETE � N � AND REOUIRED FIRE-SEPARATION SYSTEMS SLAB ON COMPACTED BASE `ti'ITH � ` � � r•_ ` 3 CONTRACTOR aS RESPONSIBLE FOR HYDRONIC RADIANT HEAT TUBES _ ,, , x. . , ,, , , . , . ' , ` " ' , " , , . " , , ' , y . � e r X �s��c .�i ��X �a �x� � '� '� �`✓ f ��� �r`. �� ���ti�� ��` �� ��e�T� � � �� MAINTAINING TH� INTEGRITY OF STRUCTURE NOT ` ,� .�^ . , � �'� ' ' �- � - ` ` � � � � � � , ` � ` ��'<,;' .K� i';' ', ; Y' '� `� . 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' ..� /� FRaMING (HTF), DROPPED ' � � , � �� ;�� . � _ ��� ��'� ' r ' � � B.O. BALCONY � � c � � - � � ' ` _ ' - -�°..- � , � � - % ' ,-�� ,;� �`�:� �,'`�� \ � � � � � � � , ' % i .�„ � '/ METAL SNOW GUARD ' p� �i; -��i� , �`.`� `\, ;,� , � t \_ � � �'�- � �� ' �� �� EXISITINGCONCRETE ; � " COPPER FLASHING -�� � � ' ' � � � - - - - - - - - - - - - - - / � - - - - -- - - - - - - - - - - ` � DECK ���' T ` ��//� i �' _ '-- - - - �—� — --� ! � o , GUTfER BEHIND FASCIA; — � — _ — — _ — — — _ -' J � � - FURR DOWN CEILING TO � ' �� � { • � SEEDETAIL3/A4.0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ � _ - - - J ACCEPTNEWRECESSED ' s' � �n � ' LIGHT FIXTURES � � � ; � �� \ i , � - "� �, - i ; � 2X 10 F.R. TREATED ���� � ' ' � , � 6X10 UPPER LAYER -�' � �/�r -� e� ' � R.S. CEDAR FASCIA 4 \\�� ! I ; � , FRaMIN � �='" ! � � A4.1 ���� ' ; � � ,� ' " ` ' � 1 � '� 12X 8 TS WRAPPED IN F.R. ; ' ; I �'� i ROUGH SAWN CEDAR ��\� � � � I � �� ' � � � � \\ � � a ' ' �" � � � � � � � ; � � ��� ; 4 I EDGE OF EXISTING - 1 �,-� \ � . � \ ' � ; i GLASS ENTRY DOORS ^ � ° � � ���� � � I � � N � ' . \\\\ , � � i � � . ���� ' � � � � . � 4 , � �� � � \ ! � ' � , \\\ ! �I 1 t I I ' PROVIDE BRAKE META�. BETWEEN POSTS TO ����-- . . ' � SHIELD GUTTER; SEE PLAN DETAIL , S ky I �g h t D eta i I S n o w �u a r � ' � ' , � i i i ' , �n = 1�_On ', ; ' , r GUTTER W/ HEAT TAPE W/IN STRUCTURE; SLOPE ' � � ' ( ' � � �F C��Q � I GUTTER 1/4" PER FOOT; DRAIN TO GARDEN , �� ' � ' . � SPACE AWAY FROM BUILDING ' � , � � i I ' , �� �� y ►�C1(L� �• � . � � �F� * � � ' . �r � �`� �,,, ,t � ( , , , <� � �' � � � ' �� � � I I 1 1/4" PLA'E STEEL'T' WITH 2 1/8" �►�`�� 1 � I I DIAM. HOLE TO ACCEPT 2 SOLID METAL R�D & NEOPREN� PAD � ��-.� SEPARAlION BTWN METALS, BOLT CONNEC�ION PER STRUCT. _ SKYLIGHT; AL�OW 3" � � CURB TO ATTACH TO � , MTL FLAiHING STRUCTURE � ; � INTEGRFfED W/ i { _� � SKYLIGhT , ,� ' � ; k _ � - - - _ }� 0'-0° (8167.6') ' ` � � I I EXISTING GRADE COPPERGUTTER - EXTEND �� ; I I UP OVEF PURLIN r , / �'' r- � � � � � � , � � ; � �.r'� J � - � ( COPPERFlASHING '' � � ,�� j� , � �� � �� -� - _ _ _ _ J I � ' ;� �'� 6X 10 UPPER LAYER ; � I � - - - - - - J - /( � � \ ; .�- FRAMING � o p p � � I I � ="�� � '� � EXISTING MANHOLE AND ( I / � � \`, \\ ' � � C SEWER LINE I � / 1 I � � � � � � � �� � � O � , � I � � I , I' � � ', '� , %-� N � . � � � WD BLKfi AT THRU \ �i �'�� � � ', ; �� '"`i � , POSSIBLE CUT LINE FOR I � � � � BOLT HEADS �' i �, � � � i �\ � , SANITATION DEPT � / I I ' �t 1� � ` , , ( � � � � 1 i � � � HEAT T�E '��, 1� \ � � ; ' ; ( � � � I I ��� , , � \ � ' � � _ _ I I � � � I I �` '� � � � Z �� I I � A � � , � �\ , ; � � � I I CONT 1/�" STL PL GUTTER �` � , �, ��, �� � _, �\ f `� � �'-'�`~-"� � � FORM W SLOPING BOTTOM �` , � SEE STRUCTURAL I I f / I I 1,� ', \ '� , - - - - - - - - - ' ��� f'"- " � � � � � ` �` � ' � 1 � I � � / I I , �-- - - - - - - - - - - i � � I I � — � � , � / � � \ ' � � � � I I 2X10 F t. TREATED �,1�, R.S. CECAR FASCIA , ^� ; I I I I / ( � ,�\'� � ' � � i I ; , I � I ( I I � � ( ' � GUTTERW/ HEAT TAPE W/IN ; ' , I l I � // I I STRUCTIRE; SLOPE GUTTER � � ; I I 1/4" PEF FOOT � � I I I I ��� � � � � , ` I I � � I I STRUCTURAL STEEL , P R 0 J E C T : Z I I 4 WRAPPE) IN ROUGH i SAWN CEDAR D R A W P� B Y : S _, � � —�- - - - - - - - - - - - L - - - - - -�- -� , � � I I / i I ; DATE : 02 . 12 . 03 � I 1 � � I �� � ► � � y ' � � � � R VISI a : I �� I I � Z� PERMIT SET 03.18.2003 �. �� - - - - -- - - - - - - - �� - � _ J � � / �/ `�' �' � G u tte r D e t a i I � F�s c i a � 2 PEflMIT SET 04 I I 2003 3 � � � I I I 3�� = 1�-0" � � � � � �� ��_ � ; _ , � - � 9 I � I �. �� ; �� , � SECTI��1S DETAiIS u lJ � � � ' `, ; . , ' , , �, Section � Canopy � � 1 � ; �� o 1/2" = 1'-0" ' a i � - �_._, , _ _ .,R ���-------- -- _