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HomeMy WebLinkAboutB10-0032 plans - , V � . � . Il � C UET l T 1N � � • � ' ° " C U 6 � N 4M ES Ca M M & ND� INIU S a 5 . - 469� VAII RACQUET ClU6 DRIVE � VAi l, COl01RAD0 816�7 . . , . , . C��N�R►�,L �O T�S 13.SUBSTITUTIONS OF"EQUAL"OR"EQUIVALENT"PRODLCTS MAY BE REQUIRED SUBMITTALS BY CATEGORY Q���� / ,�,���t; � ACCEPTABLE WITH OWNER ORARCHITECT WRITTEN APPROVAL.IN Vf�I L R1�GQUET GL.UB TOWNHOMES � GONDOMINIUMS O1. DO NOT SCALE DRAWII�TGS. VERIFY DIMENSI�NS,FIELD CONDITIONS& �VANCE, SUBMIT DETAILS (IF NEEDED),ALL PRQDUCT DATA, NO WORK INCLUDED WITHIN OR EFFECTED BY ANY SUBMITTAL SHALL BE STEVE LOFTUS, D I REGTOR D� MA I NTENANG� A R C H I T E C T S Ul'II.,ITY LOCATIONS ONSITE PRIOR TO 5UBMITTAL OF BID PROPO5ALS, SFECIFICATIONS,FEATURES,OPTIONS,FII�ISHES,ETC.IN ORDER TO C011�IlVIENCED UNTII..SUCH TIME AS ALL RELATED SUBMITTALS ARE 46q5 vAIL RAGQUET GLUB DRIVE 0 0 4 8 E BERVER CREEK BLVD VP�IL, GOLOR{�DO 8165� ORDERING MATERIALS OR ENGAGING INTO CONTRACTS/SUBCONTRACTS. DETERMINE ACCEPTABILITY. IF BIDDER INCLUDES ALTERNATES TO TI-� RECEIVED AND(RESUBMITTED,IF NEEDED)RETURNED AS APPROVED. STEVELO�TUS�VAI LRAGQUETGLUB GOM BID DOCiJMENTS,TI�Y MUST SUPPLEMENT THEIIt BID WITH RELATED PHONE� �i70-477-3062 / �AX q70-477-3061 S U I T E 2 O 1 02. NOTIN'Y ARCHITECT OF CONFLICTS 4R DISCREPANCIES IN THE �FACTURER LITERATURE,ETC.TO DEMONSTRATE APPLICABILITY AS PROVIDE SUBMITTALS FOR: B O X 5 � O O DOCUMh'NTS OR NEED FOR ADDITIONAL INFORMATION IMMEDIATELY �R C H I T�C t: A QUALIFIED ALTERNATE OR SUBSTITUTION. • PROJECT SCHEDULE(&MAINTAIN/ISSUE WEEKLY); �/IGTOR M,�RK DON�LD50N �4RGHITEGT� A V 0 N � C V 0 � 6 �Q UPON DETERMIl�IING EXISTIl�iG FIELD CONDITIONS&VERIFYING NATURE • SHOP DRAWINGS FOR PRNACY GATE; MARK DONP�LD50N PRI NG I PAL OF CONFLICT OR DISCREPANCY. 14.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,SUPPLIES AND • STRUCTURAL STEEL FABRICATIONS; 0048 E1�5T BEAYER GREEK BLVD, SU I TE 20�i 9 7 O . 9 4 9 . 5 2 O O I�O �OX 5300, ,4�/ON, GOLOR,4D0 81620 EQUIPMENT TO PROVIDE A COMPLETE PROJECT WITHIN 1HE RECOGNIZED • "DEX-O-TEX"(CEMENTTTIOUS DECK COATING)SY5TEM&4' PHONE� �(�0 q4�f 5200 / �P�X• �40 q4q 520� v m d a@ v m d a� �� m 03. AREAS OF CONFLICT OR DISCREPANCY MUST BE FULLY RESOLVED STANDARDS OF TI�INDUSTRY THAT ALLOWS FOR FINAL CERT'IFICATE OF X 8'SAMPLES FOR REVIEW&APPROVAL PRIOR TO E-M�I L markdC�vmda com WITH WRTf TEN APPROVAL FROM ARCHITECT OR OWNER BEFORE OCCUPANCY TO BE ISSUED BY THE AUTHORITY HAVING NRISDICTION. CONIlVIENCEMENT OF THIS WORK; F A X 9 4 9 � 5 2 O 5 CONSTRUCTION CONTINUES 1N ANY AFFECTED AREA OF WORK. . RAILINGS,FA5TENERS,ANCHOR5 5YSTEM; St�!U C t U R,4 L ��C� I N���: �„��� �. • 15.COORDINATE ALL TRIM PROFILES AND CONFIGUR.ATIQNS WITH OWNER • "TREX-DECK"PRODUCTS DETAILING,FASTENING& MONROE � NEWELL ENGINEERS, ING , ` �, �,�'l�°� 04. PLAN DIlVIENSIONS ARE TO FACE-OF-FRAMING OR FACE-OF-CONCRETE GRAI6 G�RROLL PE ��'" ��� OR ARCHITECT TO MATCH EXISTING AND/OR ADJACENT CQNDITIONS,VIA LAYOUT. 1660 SEVENTEENTH 5T # I OI, DENYER, GOLORADO 80202 �� �� .�-�� �c� � � UNLESS NOTED 01'HERWISE. CROSS-SECTION&VERTICAL ELEVATION �---� TI�5UBMITTAL/SHOP DRAWING PROCE55. PHONE• 303 623-4a27 �P�X 303 623-6602 � Y DIIViENSIONS ARE TO TOP OF CONCRETE,TOP OF PLYWOOD,ORTOP OF E-M?�IL GGP�RROLLC�MONROE-NEWELL GOM %� ��� s�`� � � DESIGN-BUII.,D ELECTRICAL(IF ANY): FOR ALL ELECTRICAL SYSTEM Q�;,, . .���� WALL PLATES OR BEAMS,UNLESS NOTED OTI�RWISE. 16.REFER TO ALL ARCHITECTURAL,STRUCTURAL,&ANYSPECIALTY ADDITIQNS&MODIFICATIONS PERTAINING TO THE WORK DESCRIBED ��C, o � `°'p`�� V , �.� �� CONSULTANT/ENGINEER DRAWINGS ATTACHED TO THESE PLANS IN HEREIN�PER BUILDING DEPARTMENT, GF�N E�,�� C O�t Q�C t O� ���5'�` G�`�� O5, PROVIDE ALL NECESSARY BLOCKING IN FRAMING CAVITIES FOR ORDER TO FULLY DETERMINE THE SPECIFICATIONS FOR AL,L MATERIALS � �� MISCELLANEOUS INSTALLATIQNS NECESSARY FOR SUPPORT,BLOCKING GRESTONE 8U1 LDIN6 GOMPANY USED ON THIS PROJECT. IF THERE ARE ANY CONFLICTS OR OMISSION IN DESIGN-BUILD FIRE PROTECTION(IF ANY): FOR ALL FIRE PROTECTION& P O �OX 338a, VP�I L, GOLORADO P�1658 OR MANUFACTURER/INSTALLATION INSTRUCTION,WI�Tf�R SHOWN ON �pLpNS OR SPECIFICATIONS IT IS TI�RESPONSIBILI'TS'OF THE ALARM SYSTEM ADDITIONS 8�MODIFICATIONS PERTAINING TO THE WORK O�FIGE PHONE• �70.47q�112� TI�SE DOCUMENTS OR PROVIDED UNDER SEPARATE DOCUMENTATION BY SGOTT �IOFFMAN, PRINGIi�f�L GENERAL CONTRACTOR TQ CONTACT THE ARCHITECT AND/OR THE DESCRIBED HEREIN&PER FIRE DEPARTMENT. G�LL PHONE q�0 �76-02�2 � OTHERS. OWNERTORESOLVETHEISSUE. E�M,�IL• S�OTT@�RESTONE�UILDIN6GOM 21. APPLICATIONS FOR PAYMENT SHALL BE SUBMITTED TO OWNER WITH � � 06. COORDINATE&VERIFY ALL ROUGH-IN LOCATIONS&REQUIRED � 17.AS A PART OF PROJECT CLOSE-OUT,FURNISH TO THE OWNER ALL BACK-UP DETAIL REQUIRED BY CONTRACT FOR CONSTRUCTION AS WELL V� � CLEARANCES FOR ELECTRICAL SERVICE 8�FIXTURES(IF ANY)WITH y�TTEN&GRAPHIC MATERIALS FOR ANY&ALL EQUIPl�[EENT,HARDWARE AS IN CONFORMANCE WITH L1NE ITEM BUDGET SO AS TO READILY � Z � INFORMATION PROVIDED HEREIN&PROVIDED BY OTI�RS. DETERMINE IN 0 W &SYSTEMS� INCLUDING WARRANTIES,INSTRUCTION MAI1'UALS, DETERMINE%COMPLETE ON A LINE ITEM BASIS. � ADVANCE THAT EXISTING FIELD CONDITIONS ALLLOW FOR ALL SUCH INSTALLER'S&MANUFACTURER'S NAME&ADDRESS.ALL E UIl'MENT � � > � - ITEMS TO FIT WITI�FRAMING,DETAII,S,ARCHITECTURAL � � m � 0 I` S Y S T E M S&F I X T U R E S S H A L L H A V E A M I N I M U M O F A O N E(1}Y E A R 2 2. U P O N C O M P L E T I O N O F T H E W O R K&IN C L U D I N G P E R F O R M I N G T H E � � � ACCOUTREMENTS,ETC.IN ACCORDANCE WITH APPLICABLE CODES& w A R R p N T y T H E C O N T R A C T O R F U R T I�R W A R R A N T S A G A Il�i S T F A I L U R E O F W O R K O N HI S O W N P U N C H L I S T,C O N T R A C T O R S H A L L N O T I F Y A R C H I T E C T � � � MANUFACTURER DATA. V = y � = 00 ALL VARIOUS SYSTEMS INSTALLED,CONSTRUCTED OR CAUSED TO BE OF COMPLETION SO AS TO ALLOW THE OWNER TO REVIEW FQR �����u� ����X � v= V O INSTALLED FOR TI�PERIOD OF ONE 1 YEAR AFTER DATE OF FULL CONFORMANCE.TO THE DOCUMENTS AND IF NEEDED ISSUE A PUNCH LIST � 1� � Q � TI I TITLE SF�EET / GONSTRUGTION REQUIREMENTS � Z W 07. VERIFY ALL POWER ROUGH-IN LOCATIONS FOR EQUIPMENT AND/OR ( W = OWNERACCEPTANCE. FORFINAL COMPLETION. DP2 DEMOLITION PLAN SEGOND AND THIRD FLOOR GOD� ���I�U�: W �� � � LIGHT FIXTURES(IF ANY)IN ADVANCE OF ORDERING OR INSTALLATION DP3 DEMOLI TION PLP�N FOURTF+ �LOOR z G,l� �y ZONING DE5IGNATION TOWN OF V�tIL (HDMF) � V O AI 2 SEGOND / THIRD �LOOR PLAN z Q� �` U CONSTRUCTION ITEMS. 18,ALL REQUESTS FOR INFORMATION SHALL BE SUBMITTED(3 COPIES: 23. ALL EXISTING FIRE ALARM HORNS AND CONDUIT TO BE TEMPORARILY AI 3 FOURTH LEVEL FLOOR PL?�N GONSTRUGTI NR Y E V ?B (NON-RATED) w p�Z Q OWNER+ARCHITECT+CONTRACTOR BY CONTRACTOR WI{0 SHALL RELOCATED AS RE UIRED DURING DEMOLITION AND CONSTRUCTION AND A 6 I D ET P�I L S S�GO ND � T H I RD �LOOR DEG KS (NON-GONPORMING UNDER GURRENT GODE) z O � � (� 08.APPROVE ALL FIXTURES/COLORS/FINISHES WITH OWNER IN ADVANCE � � AC 2 DETP�ILS FOURTH FLOOR DEGKS OGGUPANT LOAD �4,471 5 F / 200 = -r3 Q �v ' MAINTAIN AND DISTRIBUTE UPDATES OF A LOG OF ALL RFI'S. 5EVEN TO BE FULLY OPERATIONAL � Q J J �� 51 O GENER,4L NOTES AND DETAILS No. O� FLOORS 4 �LOORS � � � Q Q CALENDAR DAYS MAY BE NEEDED TO REVI E W R F I'S O N C E W R I TT E N R F P S 52 O SEGOND AND THI RD LEVEL FR�MING PLANS FULLY SPRINKLED No y � � ARE RECEIVED. 24.FROVIDE NECESSARY TEMPORARY SHORING AND BRACING TO SUPPORT 53.0 FOURTH LEVEL FRAMI NG PLAN GOVERNIN6 GODES 2003 IBG, 2003 NEG, � � � 09.IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED BY RE SHEET TI 2 (BUILDING GODE SUMMARY) � AND PROTECT PORTIONS OF THE EXISTING BUII,DING DURING DEMOLITION = O � Tf�GENERAL CONTRt�CTOR FOR CONSTRUCTION OF ANY ASPECTS OF THIS 19. MATCH EXISTII�TG CONSTRUCTION MATERIALS,TEX'TU[tES,COLORS& OPERATIONS. LEAVE SUCH SHORING IN PLACE UNTIL PERMANENT P i�'O J�C t 1�E�C�I P T I ON: Z V PROJECT,HE SHALL IMMEDIATELY NOTIFY OWNER, FINISHES FOR THE FOLLOWING AREAS OF WORK: ENGINEERED SUPPORTS HAVE BEEN INSTALLED.BE SOLELY RESPONSIBLE REFURBISHMEKT OF ALL BALGONIES / EXTERIOR EXIT GORRIDOR REMOVE AND 3 �, FOR DESIGN, SAFETY AND ADE UACY OF TEMPORARY SHORING AND REPLAGE ALL DRY ROT AND OR WATER DAMAGED WOOD REPLP�GE DEGKING AND O � Q INSTALL NEW WATER PROOF MP�TERIALS AT THE FOURTH FLOOR BALGONY, 10.BE RESPONSIBLE FOR SATISFYING ALL APPLICABLE CODES 8� . DOORS TRIM&SURROUNDING TRIM BRACING&ITS ASILITY TO CARRY THE LOAD INTENDED. � OBTAIlJING ALL PERMITS&REQUIRED APPROVALS. CODE COMPLIANCE IS . STUCCO TEXTURE MANDATORY.TI�SE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT • EXTERIOR DETAII.S,RAILINGS AND OTHEB FEATURES � (�,Q �� 0 d Z 7 WORK NOT CONFORMING TO RELEVANT CODES GOVERNING THIS PROJECT, UNLESS DIRECTED OTI�RWISE IN THE DOCUMENTS. - � �'�^r� _, 4 ;��' �_: e , �. ,� �.`: ° ' . ,- �,,, .,_„ �C COPYRIGHT - 11.FIELD COORDINATE AND OBTAIN APPROVAL FROM TI�OWNER - - " � , Donaidson , '„�,}°�� ✓:.��,.���� V�ctor Mark 20. PROVIDE ALL SUBMITTALS(3 COPIES:OWNER,ARCHITECT& Architects N AND/OR STRUCTURAL ENGINEER BEFORE ANY CUTTING,NOTCHING OR � �I All Rights CONTRACTOR . PROVIDE,2 WEEKS PRIOR TO COMMENCEH1EElVT OF S"�,�.��E�" �C u�4���U� 2� i� �������� Reserved + DRILLING OF ANY CONCRETE,STEEL FRAMING,OR ANY OTf�R � 1 � �, � "��"`P��� CONSTRUCTION,A PROPOSED SUBMITTAL LOG WITH ALLDATES NOTED. .. �. � Townhom�&Condominiums , ��;�,T�,+,��g; _ G , STRUCTURAL ELEMENTS WHICH MAY IN ANY WAY AFFECT TI-IE �, � ��',�� � ��6��� �`� � � STRUCTiJRAL INTEGRITY OF TI-�BUILDING. ARCHITECT SHALL REVIEW&REPLY TO EACH SUBMITTAL WITHIl�17 � y � � � �.� ��� � �� •� CALENDAR DAYS OF RECEIPT OF EACH SUBMITTAL.IF THE ARCHITECT Q �, O Q e��,�� �� ( M�� Q�� p�1l�' REJECTS ANY SUBMITTAL FOR ANY NON-CONFORMANCE,ADDITTONAL � � �, �� � �1 ��� �.O C�T O� � �� 12 ALL REM DEL RK HALL ,� � � �` ���� ���� ��� . NEW�G O WO S BE COMPLETED IN A �. � �� � �,Q LOGATION MAP AVAIL � � � TIME MAY BE REQUIRED FOR REVIEW. 1�' � �" � ,� TO GONTR,4GTOR VI�4 � 03/19/2010 WORI�NIANLIKE MANNER,IN ACCORDANCE WITH ALL REQUIREMENTS OF - ' �� � ' ��.,� EMAI� �OR STAGING ALL CURRENT CODE&REGULATORY REQUIREMENTS ADOPTED BY TI� � �,�„�� � �� � , BUILDINGS # 15 RE�URBI5HMENT � ; � 0929 �� � &„��, � Q � ,,p � GOVERNING MUNICIPALITY&OTI�R AGENCIES HAVING JURISDICTON, "� �, � �� ��� � INCLUDING ALL AMMENDMENTS THERETO. TI�COMI'LETED WORK SHALL 6 � � w � ALLOW FOR FINAL CERTIFICATE OF OCCUPANCY TO BE ISSUED BY TI� �� �°�°o ''{ " � ,� Bq�P*��� � (� [� � �UJ [� TITL E S H EET � �� AUTHORITY HAVING NRISDICTION. e�.s � D � � u�ts MAR 2 2 ��1 � �� FVAIL � T1 . 1 ToW� � � � - , - . � � � � ON � �__u . ���.�.�� .�� ,�_ �._. � _ _ _ � ._ _ , e __� _,. � � _ . , , , a � . _ . � a � � 1<< . . w _ , ; � — a x . x . . - �- . ARCH I TECTS 0048 E BEAVER CREEK BLUD SUITE 20l BOX 5300 AVON , C081620 910 . 949 . 5200 . vmda@vmda. com EXISTING ROOF OVERHANG F A X 9 4 9 � � Z O � ��',� �'�t��,. ��` ���� ' �� " � �^ t 4•�3 °'..r�s.k"7.'�.& � � ��,.� . LIMIT5 O� SGOPE O� WORK �OR TH15 PROJEGT. � �� ���� �� ��� NO WORK NO WORK ALL DEGKING BEYDND TH15 AREa TO REMAIN ��' � �'�'p � �{ THIS ARE THIS AREA � 'p��p � � � 4 rE p � C�� � � , � � � ' '� RE STRUGTURAL FOR EXISTING WDOD SEAMS — ��� � � r � .. �� ,� � � . � � 1 � NO INTPRIOR WORK NO INTERIOR WORK NO INTERIOR WORK NO INTERIOR WORK _ �� ��C,� ; � , � � �� � i � � � � wg � � � II � E� � � � A � � � �� II � ; � � � � � � EXISTING WOOD DEGKING TO BE REMO�(ED (TYP) � h p � � II � n 3 � k ti Y � �� � � � p ; � � � � �j �' , � � � � � , �� �� 3 3 M � � � � � � � � � 6 d 8 � � � � � � j II ~ � � �� � ` ` c� � � � � � � � � � � kll ? � F 6 � � . j � � II 3 � � � � y � jl { � � � � � , � � � t � � . 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STAIR TOWERS AND REPLAGE WITH NEW EXI..TING ROOF OVERHANG � � MATGHING WOOD R,41L � • � � � � QC COPYRIGHT Victor Mark � - Donaldson Architects All Rights Reserved ■ , W�LL L�C�ND INDIGATES EXISTING GONSTRUGTION TO REMAIN ! '� 0311912010 INDIGATES NEW GONSTRUGTIDN � INDIGATES EXISTING = _ � i I O9Z9 GONSTRUGTION TO BE REMOVED s SECOND / THIRD S�GON�� T� I �� �1�00� ��1�01� I TI O1� �'1��1� DEMOLITION PLAN '. � SG�L�: I / 4�� _ �� _ ��� - � DP2 � � . , . � � � � ON � .� �� �� ._w� . .ti��.a _ _ ���,� �. � � e .o��_u_� a��. � . _ � _ _ _ . _ .�, _ . , ' �� � ,.� _�� _ .�. _�y _, .0 ti, � ,. � �_, � , — � , � ; , � . ��� . � w� r_,_ . � � � _�, _ � A R C H I T E C T S � 004 8 E BERUER CREEK BLUD SUITE 20l BOX 53 � 0 � AVON , CO 81 fi20 910 . 949 . 5200 . vmda@vmda. com FAX 949 , 520 � EXISTING ROOF OVERHANG -�-.., � ����/",]r�1`�, °r� h •m i°�t�l� � � �M," 4� �' T�rr �..� � � ��K p_'.� � N ,3Oi�! j'' B! � .A��'��� r"" '" ����'� �.'`�� p� e� � ,r°�C� ����',�� LIMITS OF SGOPE O� WORK FOR THIS PROJEGT. ��-� ` NO WORK ALL DEGKING BEYOND THIS AREA TD REMAIN THIS AREA � � NO INTERIOR WORK NO INT�RIOR WORK - , � s II � � , - � � ' II EXISTING WOOD DEGKING TO BE REMOVED (TYP) � . � a c�► � w . a _ II � > � — '_ - , - - � � m � o � � � �� m � — m � � �y � �— . _ , II ALL EXISTING BASE BOARD TRIM, DOOR TRIM AND W .J� J � ______— BATTENS ARE TO BE REMOVED. (TYP) 0 �_ � (� O - � WZ w 0 . � � , � II W =� � � � � II � �o �-�- o� o � , W �zW vp , . < < II z o � � v II ¢ �" � � w - - - - - - - - - - - - - - � Q� J � i - i i 6 � I� � y � Q � � � � � ; > �iy _ ' � � Z �n ' � �— � a , � � C'� c�U � � �I W , _ : , � EXISTING GUARD RAIL AND BALU5TER5 TO BE � �, � � I Z , u . � , � . _ � � _ . , = il _ � REMOVED _ . , � .. , ti Z � I I � � , � � � � � � _ � _� . � � � � �, , � � � ' I , � I , _ � I nN I � � ❑ ❑ � � _. � i� � — i � — � � i i � i i � i � REMOVE BALGONY RAILING BETWEEN STAIR I � TOWERS AND REPLAGE YyITH KEW MATGHING QCOPYRIGHT WOOD RAIL Victar Mark . Donaldson AI ���� ������ All Rights �r Reserved � INDIGATES EXISTING � � GONSTRJJGTION TO REMAIN INDIGATES NEW GONSTRUGTION � � � INDIGATES EXISTING EXISTING RODF OYERHANG GONSTRUGTION TO BE REMOVED � � o3r�9t2o�o 1 : 1 0929 FOURTH ���U�T� ��OO� ��1�0� I �T I ON� �l��tl� FLOOR . � I DEM4LITION PLAN , SG�LE: I / 4�� _ �� _ �° � � � DP3 . . ";f�,�', �>` . � � - , - � � � � ON � a �_ . .d _ _ . � __. � . � � _� � � _. - , , _ u u � � _ v��_ _ ._, _- w s_ � � �� ,� \� .� . . � . . - .- . ARCH I TECTS 004 8 E BEAVER CREEK BLVD SUITE 20l B 4X 5300 EXISTING ROO� OVERHANG A U 0 N y C O V I � Z O 910 . 949 . 5200 � vmda@vmda. com N� w�� No Wo�K F A X 9 4 9 . 5 2 0 � , THIS ARE THIS AREA _ �, � I � � � �C�`� � � I � ��� ��� NO INTERIOR WORK NO INTERIOR WORK NO INTERIOR WORK NO INTERIOR WORK � � I j � Gj V�C � � � i j i I � �t d { �- I � � � � � r,' �0 � � � � j I � �� G � I � � LINE OF ROOF OVER HANG ABOYE (TYP) F� \�� I � � i i � i S�a A��� I I � I � � i � i � , � � , 3 I I A6.1 I i � � I I � � I � � a I � i ; � � i � ,ar�.� � � i � ! �A P. � � � � i � I I I � ,461 � � � � i � Z — I I i � � NEW WOOD GUARDRAIL THIS AREA REFER TO C� W . I � I i ! � SUPPLEMENTAI. PROJEGT INSTRUGTIONS FOR � � , I � I I � I DETAILS AND REQUIREMENT5 � _ ' ----------------- -------------------- - ------- --------------- ---- - ---------- ----------------- -- ----------------------------� j i � i I m � � - --- - � ---- � I —--- —————-------------------- — � — —--- —-- ------—— ----—--———— ---——— — -- — -- ——— --— - ——— ---- —— � i I p� ' �� m � � � � _ r����aucac,�c�cE_���r.�_-- - -- � � i � � v �tI� � � � — —------- ----- --------------------- -------------------- ------------------------------- � � ------- ----- --------------- � � ' � w �� _I � I — --------- ----- -- -- ------------------------------------- -- ------------ --- --- ------_-__�, I � ' , I, p �� U O � ' — - ----------------------- - ----- — — ---- � � ; � i i � E— � p \I � I � � Z � --- - --�--- -- ------------------------ ------------------------- -- ---_---�--- ------------- --------------- ----- --- --- ------------------' I �/----------- --- -�---------- ---------------— --- -- ----------------------�------�..---�---------�------ ----------------------------------------------- - -'�--_---� -� \I i I NEW 42" HIGH PRIVAGY FENGE AND GATE TO �"V �, � W � - �---------------------------------------------�--- - - ---------- ------- -�------ - � ; � MATGH EXISTING GUARDRAIL. GONTRAGTOR TO V �� � � �k---------------------------------------------- - - - -------------------- -------- ,, I � BUILD A MOGK UP �OR OWNER APPROVAL. (TYP) ¢ �� � � O -------------------------- ---------- --------- ----------------------------------------------------------------------------- -------------{ � � - — — — - ---- -- --- ------- - - - --- - � � ------- - -------------- ------ --------------- - ----------------------___=------------------- ----__---------- -_------_�_=_____--- _--------------___ --_------�� ,z �z W v O - - --� ---- - --- - — -- — — - - - - — — - - - z � O � � U U _=�__ NEW WOOD GUARDRAIL THIS AREA REFER TO ____ � Q� J J ________ SUPPLEMENTAL PROJEGT INSTRUGTIONS FOR ________ '� y � Q � -- D�TAILS AND REQUIREMENTS =--_- E X I S T I N G R O O F O V E R H A N G W � � KEW WOOD GUARDRAIL THIS AREA REFER TO � � � SUPPLEMENTAL PROJEGT INSTRUGTION5 FOR � O � DETAILS AND REQUIREMENTS •_ � , TREX DEGK REQUIREMENTS Z � � TREX AGGENTS 2 X 6 TO BE USED 12'-O" LONG TOTAL APPROXIMATE DEGK AREA INGLUDES OPEN � � � � � � BOARDS MAX � 2ND d 3RD FLOORS,b'-O" LONG DEGKS, AND ALL AGGE5516LE STORAGE GL05ET5. O BOARDS MAX � 4TH FLOOR SEGOND BALGONY AREA = I,100 5 F � PROYID� ADDITIONAL FRAMING A5 REQUIRED THIRD FLOOR BALGONY AREA = I,100 5 F � TO AGHIEVE ADEQUATE SUPi'ORT FOR INSTALL ALL TREX DEGK IN AGGORDANGE WITH TOTAL FOR THESE TWO FLOORS = 2,200 5 F TREX 200q INSTALL�ITION GUIDE (GONTRAGTOR TO VERIFY AREA OF DEGKINGJ TREX DEGKING PRODUGT IN EAGH ALGOVE PROVIDE ADDITIONAL FRAMING AS REQUIRED AT EAGH FLOOR TO AGHIEYE ADEQUATE SUPPORT FOR GOLOR TO BE SADDLE,GRAIN SIDE TO BE TREX DEGKING PRODUGT IN EAGH ALGOVE INSTALLED FAGING UP. • AT EAGH FLOOR TREX DEGKING TO BE INSTALLED BY A "TREX PRO OCOPYRIGHT GOLD" G�RTIFIED INSTALLER PROVIDE EVIDENGE Victor Mark � • OF SUGH QUAI.IFIGATION WITH BID Donaldson Architects All Rights NEW BEAMS TO BE INSTALLED BELOW DEGK TO Reserved ALLOW FOR 2'-O" MAXIMUM SPAN RE. STRUGTURAL . � 11.�z.oe �I�LL L�G�ND � INDIGATES EXISTING CANSTRUGTION TO RPMAIN INDIGATES NEW GONSTRUGTION � A y� I INDIGATES EXISTING — — I �� � �n� � f� I� � � 03�1912010 _ _ 5����1� / T� � � 1� �, � � �, . GONSTRUGTION TO BE REMOVED � I cJG�1L�: I / �F° = I� - D° ! 1 . 1 0929 SECOND / THIRD - FLOOR PLAN . � A1 .2 � � - , - � � � � � N , x _ li � _w. �, _� _ _ u . � _ a � __�_ � �_. � � � _ __ �. — . 3 . . . . . � . � — _ . 004 8 E BEa�ER CREEK BLVD EXISTING ROOF OVERHANG S U I T E Z O f BOX 5300 AU4N , CO 81620 970 . 949 . 5200 � vmda@vmda. com �'FAX 949 . 5205 NO WORK THIS AREA o� C : � � �' � ,'�_ ��C I JR � „ ,>,,� j . , �„- � �`,l ��(� �J;t���( �. NO INTERIOR WORK NO INTEf210R WORK 't SLOPEi , � �� $y � �a����" ! /� '�� I/8" '—'� , '� i �.�; `� -�� � b"-� v � �PER � � C� �l, j12° f ''-�-�, ','��!�, � � �,�,,�- _`� �,,, �.�������, ��;._, v1, �,y- �, ,�� „ � NEW WOOD GUARDRAIL THIS AREA RE�ER TO �,--` � \��i,_;,��� SUPPLEMENTAL PR0.IEGT INSTRUGTIONS FOR �,:-_'-'�� �;,_ DETAILS AND REQUIREMENT5 t� �( / � � �, ` �� j' 2 , ��`, /�.�--�,� - Am 2 A �� ,i;-' r TYP ` y � 3 � �����, �,� � �, � , � � A�.2 _�� �l ; ,,!� P __ ,�,�� � � I Z ' � G62 � z �� , ,��-��;� �► LL� ' �ri7 \� �r �� �' Np � � � ,� , .� _��� � ;� �� � � " � � ��f��1%,\f `,� NEW 42" HIGH PRIYAGY FENGE AND GAT� TO � � 0 � � � � � � � � � � � � � � � �`,� �� MATGH EXISTING GUARDRAIL GONTRAGTOR TO 1 � � � l� 1 � � , ?,=_,i � �'�,�� ``:� ;i � �;--- ,� �-��� ,(�_`_=: w;� 1 ��-1�� � � `�d BUILD a MOGK UP FOR OWNER APPROVAL (TYP) � m � . � l�.` ;. , 1 . �� -� ,- 1"l��"�� , y /�/� � �- � , � )� -� L � � ,, r, ,� , � ,�-i� ,, • � , � �_ � � i ✓—�` 'i i i, 1;" . ,r '� �� w '� ii■1 00 � , �. ,_ -'°c, %' s�,1- , ��,, � � , �� 11 �, ), , `ll' }� ;,' � ;'. �, 1,'- ,� .o nc _ }� ;�;" �/ �- , �'" _-- --� U /%/ �"�"—. -'�_ if-`a. � \ f ,�f`-1___�� �, � y, � �� N � � ry �,�` =...._(� j ,�f , If "�i � � � � /, ��� �jl� �--..� \ O - � _ �, i� N �( � „p �� \�,�_j J `` �._ -l' �i , �;',=l��;_� ,��� ,,��' NEW DEX-O-TEX WaTERPROOFING 5Y5TEM �j � = U Q — j !� ��r^`y � � W N � , v' t� j �/ � I � � -�1^ � ry Iti /i1,I � Il — � � � j I ,,- _� ,_,�-��� � _ �'� �. ,( �, -!- _ � �,, � � l,,., ( �_ ,�� i� �� �-t i_,l= GON515TING OF METAL LATH, A81 POLYMER � � � Q � � �� �%Z � }( ��P �'"' �� ��'�`� �-��' �� ��-'� � ��`�`�� ''.`�;� � `1{ �'�� '��'�' P. �'-` MODIPIED GONGRETE, BARRIER GUARD RESISTITE, 0- Z � � � � _�r �-� � 1; �'�' � �- _, � 3 i �l , , W � �r y��.{ /� V 1 ( — W � R� �_ � ; � / . �., , � � � � /� � � � I..L� � `` I 1 P, , ,,' � �`;- � ',� '/,/���%, �� �i�,;i�ii/,, /i/;�i /''� � � ' � ,r' `\ i (� ;� ,' ,, '`� AND TWO GOaTS OF POLY�STER URETHANE � � Q l� �\ y�__ ,�� h =�t � � I/ \ �� ���/.i��i� '�/;%��;:. �//:///ii�/j �j�// � _� �- _ � '`�� �\ ,•_=_�1 `�� _-- �i\ ,i � u u ��`�—_� / � ` \� ,i��/% ������iR��i�j'Y���j�%��;%%%�/%����% ,! �� / 1 ��� l �� �r � t�/% � �y � f ,l ' ' ! ,% _ ',-�-, i.^ t- ��/�;-%''j � �� -/i,��i�/,�'//�/// r` , � � ^ �� /' J;� �� /;�— �� /, _ _ SEALANT ALL SUPPLIED BY DEX-O-�X (SLIP � O � - ���' '� �. � ,;,i� �' / , � { � � ' ` � , , � ��_ y---.,� , .� ��/,� ;�� ����� ��//!�,�j��;j//,.�� �,� �-��, ��, � ,w---�, � � � � �! v �%---�, v GOEFFIGIENT TO BE OS WET OR DRY DEX-O-TEX Q � V O W �'. / �! /' � \O.�!" ( , l� -' �/i�iii�i� i/` � i� /i/i� ii ' �i�/ � � r \ /.' 1 �.� � � /� r� \� Jr ��,�/, �( W �� � V � w � ' �'\ ( ,� � \__ ;i/i���. /j ����//.�.,; i/j; �jj/%/ `�____� �� �_i, �;,f a� t �' ,�`__�_�- ;,�_, , , �f � Q TO $E GONTINUOUS UNDER DOOR THRESHOLD Z N ���/`�� �—'�`\ `/�.- ./ '� ,� \\ %�� 1 :i%/.��/ /i�• j/ff�/����i�//�i/�r///// /�� ^�� )' ��, i�-� \�� �� �/^\. 5 ' \, I � W n i u 1 � � �'' ,J� ,�� �-- // ��, i �� ii %i�- i /�� r- � -�� ` ,�' � SLOPE DEX-O-TEX MAXY FOR 4-O AWAY FROM Z O r � ,4 �� ` � '•\ �2 � �� �� � � /� / /l/�' ������� �� � \� `� r� � \, �� I�- � \ E- 2 � � t�,:1�'ti- -_ � �-�ii' � � L' __ //'//f/,��r '%/�:/�i�/% �'�',,; ��, ' � ,� -.` -'� � -%�* ' �-�,- . Q Q BUILDING RF PROJEGT MANUAL �' W ,, , � ���- � , � �� �i //,i � �'- �`- �' � ''� � Q � U ,� , �- -.{ �� � .; � ii� i- /i/. � � �'-�" •,� � '� \( l,i� �� ���% � i /� °.; ,� �,�� � �� i��ji� ��%; / ",�/, , / i i/ �1 1," / l;. � i � , � , Z z n , o � � ,. i� , - � r � , /, ,� /�ii /�, �i,��, DN�/,%/ } / �\ ,%` 1� % � �;� � �� � � �V � � // i�//� // //i� i/� �� /i �/ , � „�/T; �i,- DEX-O-TEX OR EQUAL TO BE INSTALLED OYER J J ���� %�� T R E X A G G E N T S %a X 6 D E G K I N G G O L O R SA D D L E � �� Q — � , �,;i,,i/, i/'� / PLAT Q � N E W W O O D G U A R D R A I L T H I S A R E A ,/����;� // y � R E�E R T O S U P P L E M E N T A L P R O J E GT /���= %�� D E G K � � � '!��� ;li`/% N E W 6" W I D E x I l/8" D E E P G U T T E R A T F R O N T O F W INSTRUGTIONS FOR DETAILS AND �//���;/i�j�, A R E A B A L G O N Y (T Y P) R E D E T A I L 3 /A b I � REQUIREMENTS ,�j;,�%/;�,' C7 � CU = V � P R O V I D E A D D I T I O N A L F R A M I N G A 5 NOTE. TOP GO AT OF G E ME NT IT IO US P R O D U G T T O T O T A L A P P R O X I M A T P D E G K A R E A = 5 q 0 S F. Z R E Q U I R E D T O A G H I E V E A D E Q U A T E H A Y E A T E X 7 U R E D G O N G R E T E A P P E A R A N G E (G O N T R A G T O R T O V E R I F Y Q U A N T I T Y O F A R E A) � � S UPP O RT F O R TR EX D E G KIN G P R O D U G T P R O V I D E A M I N I N N M 2 X 2 M O G K U P P R O D U G T T O � � IN EAGH ALGOVE AT EAGH FLOOR � � ENSURE GOLOR, TEXTURE, AND PATTERN MATGHES THIS AREA REGEIVES BOTH TREX DEGKING AND THE EXPEGTATION OF THE OWNER PROYIDE DEX - O-TEX. %4 X b X 12'-0" LONG MAX � PHOTO/OR TRUE 5AMPLE OF FINI5H DURING THE BID PROGE55. GRAIN 51DE OF TREX DEGK TO INSTALLED FAGING EXISTING ROOF OVERHANG UP THE PRIMARY BALGONY AREA WILL HA1/E ONE TEXTURF / A KNOGK DOWN TEXTURE 15 DE51 RED AT , THE TOP OF THE STAIRS AND ILLUSTRATTED ON THE PLANS QC COPYRIGHT Victar Mark � GONTRAGTOR, ARGHITEGT,OWNER SHALL REVIEW Donaldson ' TEXTURF SAMPLES 4 INSTALLATIONS LOGALY TO Architects AGREE UPON TEXTURE TO MATGH SAMPLES WILL All Rights W�LL L���ND BE REQUIRED FOR OWNER APPROVAL. Reserved INDIGATES EXISTING ALL WORK ON THE GEMENTITIOUS PRODUGT 15 TO ■ GONSTRUGTION TO REMAIN BE INSTALLED BY A SUS GONTRAGTOR WITH AT , INDIGATES NEW GONSTRUGTIDN � LEAST 5 YEAR5 EXPERIENGE IN INSTALLA�TION OF THIS PRODUGT PROVIDE PRO.IEGT LIST / PHOTOS INDIGATES EXISTING - - OF 51MILAR TYPE INSTALLATION FOR THIS GONSTRUGTION TO BE REMOVED PRODUGT. 1 ' 0311912010 � : e o929 FOURTH - FLDOR � �OU�T� ��OO� ���I � PLAN ` � � sc�: � / ��, � �, _ o�, . � A1 . 3 � �_`_ - , . �� ' EXISTING SLIDING GLA55 DOORS ' � V � � �� , ��� � � � �� � NEW 545 G�DAR BATTEN TRIM BOARDS TO BE INSTALLEO - � GUARD RAIL � � � O N � "�Y�� �, I �I i � I' � AND STAINED TO MATGH EXISTING BUILDING(TYP) ��; _� I � I I II EXISTING FRAME WALL W/ I/2" R.S. PLYWOOD SHEATHING � � __ � i NEW 545 GEDAR BATTEN TRIM BOARDS TO BE INSTALLED � �'� � AND STAINED TO MATGH EXISTING BUILDING (TYP) , ` I� I I I �) I NEW GONTINUOUS GALV "Z" �1.A5HIN6 UNDER EXISTING � `� _ __ - ' EXISTING PRAME YyALL hV I/2" R5 PLYWOOD SHEATHING I I� �I I� SLIDING GLA55 DOOR THi�ESHOLD I ,%"� ���, II, I � I jl �=�-��� NEW GONTINUOUS GALV "Z" FLASHING , i�il_��� � I ����� I ` �` � �� � ����! j� ���I � � �I �I II NEW 2x6 "TREX AGGENTS DEGKING GOLOR SADDLE" GUARD RAIL �'- =;� � � �-''� � 1�lEW 2x6 "TREX AGGENT5 DEGKING GOLOR SADDLE" I� INSTALL PER MANUFAGTURERS SPEGS AND 200q TREX ��—�� II'L " �� `= �,, INSTALL PER MANUFAGTURERS 5PEG5 AND 2009 TREX ���, � — �; INSTALLATION GUIDE � ��__ V � ' � ' EXISTIN6 SLIDING GLA55 DOORS � � � � O N NEW 545 GEDAR BATTEN TRIM BOARDS TO B: INSTALLED � AND STAINED TO MATGH EXISTING BUILDING (TYP) EXISTING FRAME WALL W/ I/2" R 5 PLYYVOOD SHEATHING � � � j ' -- I II i I " � NEW 545 GEDAR BATTEN TRIM BOARDS TO BE INSTALLED . II II I I I KEW GONTINUOUS GALV THRESHOLD FL�45HING �` _ _ � AND STAINED TO MATGH EXI5TIAIG BUILDING (TYP) I I i I � NEW 5/8" EXTERIOR GRADE PLYWOOD -�`"�K l� EXI5TING FRAME WALL YV/ I/2" R 5 PLYWOOD SHEATHING I I `, ' . i � � j I I 5 ������ �� NEW GONTINUOUS GALV GANT / FLASHING � �I , �I � NEW /,a xb TRPX AGGENTS DEGKING GOLOR SADDLE �_ i �I � � � INSTALL PER MANUFAGTURERS 5PEG5 AND 2009 TREX � � �� I INSTALLATION GUIDE ��-' � NEW 5/8" EXTERIOR GRADE PLYWOOD EW DEX-O-TEX WATERPRODFING 5Y5TEM GC�ISISTING OF � �`� NEW %4 X b "TREX AGGENTS DEGKING GOLOR SADDLE" i��;l�lIm I�iI �I I�� I I METAL LATH, A81 POLYMER MODIFIED GONGRETE $ARRIER �.—<� INSTALL PER MANUFAGTURERS 5PEG5 AND 2009 TREX ��� �1' ��� "' � � � ' � I N 5 T A L L A T I O N G U I D E N E W D E X-O-T E X W A T E R P R O O�I N G 5 Y 5 T E M G O N 5 1 5 T I N G O F � --` ' � GUARD, RE515TITE, ?�ND TWO GOATS OF POLYESTER URETHANE ' ' i I l'��'� �r-+ �' I I S E A L A N T A L L S U P P L I E D B Y "D E X-O-T E X" (S L I' G O E F F I G I E N T �-�"=� , METAL LATH, A81 POLYMER MODIFIED GONGRETE, BARRIER � � NEW DEX-O-TEX WATERPROOFING 5Y5TEM GON515TING OF �, �II III 1 I I TO BE O S WET OR DRY) DEX-O-TEX TO BE GDNTINUOUS GUARD, RESISTITE, AND TYVO GOATS OF POLYESTER URETHANE � �� i� �� � ���, � METAL Lf�TH,A81 POLYMER MODIFIED GONGRETE, BARRIER SEALAKT ALL SUPPLIED BY "DEX-O-TEX" (SLIP GOE�FIGIENT - �- ` �jl ;i, .III ` =`=;. ' UNDER DOOR THRESHOLD SLOPE DEX-OTEX MAXY2" FOR , ,% `� GUARD, RESISTITE, AND TWO GOATS OF POLYESTER URETHANE PER I`-��` �-"--�� ' � �� � �' �� �� TO BE OS WET OR DRY) SLOP� DEX-O-TEX MAXy2' FOR 4'-O" . N ,��---�1�--== /� 4-O AWAY �ROM BUILDING RE PROJEGT MANUAL , SEALANT ALL SUPPLIED BY DEX-O-TEX (SLIP GOEFFIGIENT MANUFAGTURERS �/� �', �`��_ TO BE OB WET OR DRY) SLOPE DEX-O-TEX MAXy�" FOR 4'-O" SPEGS. AWAY FROM BUILDIN6 RE PROJEGT MANUAL l SLOPE DEGK RE PLANS � 4" NEW 5/8" EXTERIOR GRADE PLYWOOD AWAY FROM BUILDING RE PROJEGT MANUAL SLOPE DEGK RE. PLANS GONTINUOUS BEAD OF SEALANT (TYP) A R C H I T E C T S -> � � =� > ' N-� ����-� _ �-�-� ,, �-r -��- r> NEW %4 xb "TREX AGGEKTS DEGKING GOLOR SADDLE" p p 4 8 E BEA�ER CREEK BLUD �� }�' \ " '�� T"���'} }��� ,; �T '��} r�' � '}'�'`}"' ` -'�'r'�` �} � �T�'-'->Tr'T� �� -; '- r' � INSTALL P�R MANUFAGTURER5 5PEG5 AND 200�i TREX � INSTALLATION GUIDE 4" 2b GA GONTINUOUS GALY METAL FLP�SHING S U I T E 2 0 7 MIN 4" MIN NEW GONTINUOUS KNURLED 6ALV FLASHING GAP W/ "6RAGE B O X � � O D IGE AND WATER SHIELD BITUTHENE SEE DETAIL 4 /A6 2 AvoN , cos � szo 910 . 949 . 5200 WOOD BEAM RE STRUGTURAL v m d a@ v m d a. � 0 111 �•� �' WOOD BEAM RE. STRUGIURAL �} EXISTING WOOD BEAM WOOD BEAM RE STRUGTURAL F A X 9 4 9 � � L O � M EXISTING BUILDING 5TRUGTURE EXISTING WOOD BEAM � � �� �- � �� ����F � EXISTING BUILDING STRUGTURE �� ��c �� ��� � R� � � �� �� � xEYV GONTINUOUS KNURLED GALV FLASHING GAP W/ "GRAGE D���°� Ol�J IGE AND W,4TER SHIELD BITUTHENE 5EE DETAI_ 4 /A6 2 �� �o� �� � ��'4���� ����� �� ���Ufi�T� �1��0� s ARC��` /� ��G#C ��GT I ��l / ��T� I 1� /�/°� �j/°� �/ I SGp�: g�� _ �� _ 0. n ��/�/� �����I I�/�� ���� I � V SGALE: 3' = I� _ �° :,,, NEW 545 GEDAR BATTEN TRIM BOARDS TO BE INSTALLED � AND STAINED TO MATGH EXISTING BUILDING (TYP) EXISTING FRAME WALL W/ I/2" R,S. PLYWOOD SH�ATHING � � NEW GONTINUOUS GALV THRESHOLD FLaSHING NEW 5/8" EXTERIOR GRADE PLYWOOD � i � W ; ca I i NEW DEX-O-TEX WATERPROOFING 5Y5TEM GON515TING OF ? � ' NEW 5/8" EXTERIOR GRADE PLYWOOD METAL LATH, A81 POLYMER MODI�IED GONGRETE, BARRIER � j • i GUARD, RE515TITE, AND TWO GOATS OF POLYESTER URETHANE � � _ i NEW 5/4 X 6 "TREX AGGENTS DEGKING GOLOR SADDLE" SEALANT ALL SUPPLIED BY "DEX-O-TEX" (SLIP GOEFFIGIENT = � � INSTALL PER MANUFAGTURERS 5PEG5 AND 2009 TREX � � Q � � TO BE 0 8 WET OR DRY) SLOPE DEX-0-TEX MAX YZ" �OR 4'-O" � INSTALLATION GUIDE � AWAY FROM BUILDING RE PROJEGT MANUAL ' � � NEW DEX-O-TEX WATERPROOFING SYSTEM GONSISTING OF � � � � METAL LATH, A81 POLYMPR MODIFIED GONGRETE, BARRIER NEW GONTINUOUS GALY METAL FLASHIHG, PAINT TO MATGH GUTTER U =y � _ (U ; GUARD, RESISTITE, AND TWO GOATS OF POLYESTER UR�THANE NEW FIBERGLA59 GRATE BY OWNER � 00 i SEALANT ALL SUPPLIED BY "DEX-O-TEX" (SLIP GOEFFIGIENT p�R W ��L J --, TO BE OS WET OR DRY) DEX-O-TEX TO BE GONTINUOUS MANUFAGTURERS NEW 6" WIDE BY I l/8" DEEP ALUM GUTTER GONTRAGTOR TD Q �_ � V Q � UNDER DOOR THRESHOLD SLOPE DEX-OTEX MAX Y2" FOR SPEGS FIELD VERI�Y LENGTH PRIOR TO ORDERING GUTTER � � � W � N 4-O AWAY FROM BUILDING RE PROJEGT MANUAL �— W Z � 1 " L.L _ � �, NEW GONTINUOUS KNURLED GALV FLASHING GAP W/ "GRaGE W =� � � SLOPE DEGK RE. PLANS IGE AND WATER SHIELD BIIUTHENE SEE DETAIL 4 / A62 � �O � O \ _ _ — WOOD BEAM. RE STRUGTURAL � ¢Q � U J ,j-7-�-3;'- - i :'�T>-i a-> -�=r-�-'�=t-�-r�i�-r-�rr��r r9�-7-� - �,'�''-}- r=r ; -�Eh=t'r r .-! -•-r'FF-E-f-Fl-F-c -<-{-.-! -<"l FE �"L� �� � O --- -__ z � v � U 4 WOOD BEAM RE STRUGTURAL � Q� J J �. y �- Q Q MIN W � � � NEW PVG DRAIN PIPE W/ q0 DEGREE ELBOW EXTENDS � 24" PAST BALGONY BELOW � � = o � zV 3 � o � WOOD BEAM RE STRUGTURAL � EXISTING WOOD BEAM EXISTING BUILDING STRUGTURE ' QC COPYRIGHT ' Victor Mark l. Donaldson p� Architects �� NEW GOKTINUOUS KNURLED GALY FLASHING GAP W/ "GRAGE All Rights IGE AND WATER SHIELD BINTHENE SEE DETAIL 4 / A6 2 Reserved ���U�T� ����� ' 1 ��G�C S�GT I ��l / ��T� I �. O SGA�I.�: 3" = I' - p° 1 ' 0311912010 1 : 1 0929 FOURTH � FLOOR DECKING DETAILS � � � A6. 2 i � ;�. ,���.x�_���� .,�...� 4..,.�.���.a� V ��;�t� � ���` �_�'�_� ���, �, ��, ����t , � ,rr, r �,�. '����;�f.��=�t:��p��� 0 N GE ERAL NOTES � �� � ` � r e �� .:��� ����, ,�.� �.�,ns:����...��r��{� — �� ��� �'�����};�� � ���:�� - : � 1 . L IVE LOADS USED IN DES IGN � � ,� ��� �� � � `,� DEGKING 3 • ���„ , ''� �- "��' A ROOF 80 PSF RE PLf�N SPLIGE BEAM ?.T �,,. ,; � , t , , GOLUMN GENTERLI NE �� � � ,'� 's �`,,°, ,, NEW OR �XISTING JOIST BEAR WOOD BEAM �, � � a B EXTERIOR DECKS (UNCOVERED) 100 PSF ; �', 2" ON Wf�LL (PIELD VERIFY RE� PL/�N �;` \ � C. EXTERIOR DECKS (COVERED) 80 PSF �, n � EXISTING JOIST EXTENT) �� �� " �f� << �' ' F A � ��:' �� �, . ���� � ' ���'., .� . �;at.F , � r.;�:.,�� , JOISTS NOT NOTE WHERE BEAM SIZE " ,��' � ,�,'"�``� `''� SHOWN FOR GHftNE�ES ?�T SPLIGE, NOTGH � '�'� ���"�" �{,,;.';, �' � �r"', � �''_s"'':`�' 2 FOUNDAT IONS F '°�';•' � '' � ^ , ` A MAXIMUM SOIL DESIGN PRESSURE ASSUMED 1500 PSF GLARITY ��- ° Bp7TOM OF T-PLF.TE TO��� ;��,,._��,�^,t'"�;�����"°_���'���,�;?�,�� ����' r,��.,, ' I I/4" I i/4" BE 8 LONG � fi ; . �,, B ALL FOOT ING BEAR ING ELEVAT IONS SHOVNJ ARE ASSUMED EXACT BEAR ING ELEVAT IONS EXISTING BLOGKING _ ����'��'�����-����"�ya,� , , , �'' ' SHALL 8 E VER I F I ED I N THE F I ELD W I TH ACTUAL COND I T I ONS BY CONTRACTOR W I TH 'd' �d'��'°�i����'� ���� ; '�'y:� ' ��,,,��� „�, EXISTINC� W?�LL � �E�;d.,A��,l,�� ,,,� ��,�� APPROVAL OF SOILS ENGINEER AND ALL BOTTOM OF FOOTINGS SHALL BE A MINIMUM OF � � � � v �,�,, , ; y' "' ��`�` �,��"�M`��'� „jf,;a y�,° 42" BELOW EXTER IOR F IN ISH GRADE. - i�� a �' �. v,`,' — — � — — ''',�",�?��:" ��:�'��`q'a��:;,' �';;' ;"'`�,. D. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL S01L OR PROPERLY NEW JOIST i � : `�^ °^> „_':�,- �' ^�, " COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER BACKFILL SHALL BE RE� PL?.N � � � t(1 t�-. `-"" � ,�° ` � `�� °'�"'°'�,�' i � ,�,�,��,. �,:., ;,,,� � ' ' � COMPACTED TO 95% (M IN IMUM) MOD IF IED PROCTOR DENS ITY PER ASTM D1557 UNLESS - - i - - ,x� � ,,�`, REMOVE ISO ILEANDMRECOMPACTTWETHOAPPROVEDRF I LLF S(RE SPS01 L AR PORT OFON�TERED --1-- � - A R C, H I T n E C T S DESCRIPTION OF BEARING SOIL.) � � "�' � _ �9 3. CONCRETE. �� �� f �� � �����j� � .� � � ~� � 0 0 4 8 E BERVER CREEK B�VD A ALL CAST- IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I I I PORTLAND CEMENT, STONE �� I/4" T-PL?.TE ON� _ AGGREGATE AND SHALL SAT ISFY THE FOLLOWING REQU IREMENTS 3/4" = I'-O" ;��� SIDE WITH (6)-5/8"cD I I/4" I I/4" '�' �s THRU-BOLTS OR (12)- � � U I I � � O I CONCRETE ITEM F'C M IX TYPE MAX W/C RAT 10 � A IR REQ. -�} 5/8"� X 3" LAG SGREWS _ F00T I NG/P I ER 3000 p s� STD --- -- - B B � � R � -...w... 11 6X6 GOLUMN U 0 X � 3 O O 3 I/4" RE SEGTION 2/52 O R V 0 N C 0 816 2 0 � FOR GOLUMN TO BE�M B SLABS, TOPPING, FOOTINGS, BEAMS AND WALLS SHALL NOT HAVE JOINTS IN A GONNEGTION ,4T � HOR IZONTAL PLANE. ANY STOP IN CONCRETE Y�ORK MUST BE MADE AT TH IRD PO INT OF GORNER GONDITIONS - --------------- -- SPAN WITH VERT ICAL BULKHEADS AND HOR IZONTAL SHEAR KEYS UNLESS OTHERWISE NO POST AT SIMILP.R, J i O 9 4 9 �� � O O SHOWN ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE BEAM G,4NTILE�/ERS ENGINEER. C ALL CONCRETE VtiORK AND RE INFORCEMENT DETA IL ING SHALL BE IN ACCORDANCE WITH RE= SEGTION �/SI O V III U �V� I I� 11 G t ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE. USE STANDARD NEW RIM BEAM HOOKS FOR DOWELS UNLESS OTHERWISE NOTED ALL EXPOSED EDGES OF CONCRETE � �� �� ( �� � �R X �9 4 9 � U � O V 1AURK SHALL HAVE 3/4 INCH CHAMFER - (L (SIDE) t� 4 CONCRETE RE INFORCEMENT � L4X4XI/4XIZ" I I/2" = I'-O" WITH (8)-3/4"� - ----- -- -- A. ALL RE INFORC ING SHALL BE H IGH-STRENGTH DEFORMED BARS CONFORM ING TO ASTM THRU-BOLTS WITH ---- ' A 615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH SHALL BE ���x�� WITH 3" SPAGING _ _ __-- ____ -_ DEFORMED BARS, ASTM DES IGNAT ION A615, GRADE 40 OR ASTM A 706 GRADE 60. ��� �� POST BELOW - --- --------- ------------ -- B. REINFORCEMENT PROTECTION: ---- 1 . CONCRETE POURED AGAINST EARTH 3" NEW RIM BEAM --- --- - --- 2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2" (�RONT) _ � 3 I/ ° - -- ��G��� ` — C. REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH - � t --- O ' SECT IONS 7.5, 7.6 AND 7.7 OF AC I 318, LATEST ED IT ION. -(�V ry � ry �� ry � __ _ �Q.�(',AR�''•.� p __ � � -— Q;; :. s --- D. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED m - - - - �' � - �� �1 � m -- —�•Q r,0 � �jT BY THE STRUCTURAL ENGINEER. LAP SPLICES, VIHERE PERMITTED, SHALL BE A MINIMIJM SISTER JOIST - -- ,�'v Z ' � OF 48 BAR D IAMETERS FOR #6 BARS AND SMALLER AND SHALL BE A MIN IMUM OF 80 BAR o _ _ �v`•, ,r Cj b_ DIAMETERS FOR #7 AND �8 REINFORCEMENT UNLESS OTHERWISE NOTED. MAKE ALL � - -- �'�., :',`� BARS CONTINUOUS AROUND CORNERS ? L4X4X1/4X0'-6" WITH - o � _-_ �"�� ''• • ••'' � �__ � (2)-I I/2°� X (4)-3/4"� THRU-BOLTS - - --__ , S'.IpN- 5 STRUCTURAL STEEL N 6 L.465 (DO NOT REGE55 BOLT ` N _ ---- � �— - � f� I/4"X6"XO'-8" W I TH (� � A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS SECTION 8-S (2)-I/2"� X 3 I/z" LAC-� � V�H ICH SHALL CONFORM TO ASTM 992, (50 KS I) AND EXCEPT P IPE COLUMNS WH ICH BOLTS WELD PL?.TE \ NEW 4X8 SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE B, LATEST TO �NGLE ED IT IONS STEEL SUPPL IER MAY PROV IDE ASTM A572, GRADE 50 AT H IS OPT ION. �� C-p- r O� I � � _---___ —_--_________ MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. I I I�l --------- ------ -- - B STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE 3/4" = I'-O" � --- LATEST PROV I S I ONS OF A I SC "MANUAL OF STEE� CONSTRUCT I ON." � � - ---- �, - - - - - - ------------- �- 6. "��� '%�,, �� C� f 01�1 2 A. ALL FRAMING SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY WOOD POST 3/4" = I'-O" WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO UNIFORM BUILDING CODE AS FOLLOWS• SPL I GE BEAM /�T GENTERL I NE 2" TH ICK - 4" TO 6" WIDE (WALL STUD ONLY) STUD Fb = 700 PS I SIMPSON A-35 E?�GH OF GOLUMN WHERE REQUIRED , 2" TO 4" TH ICK - 6" & WIDER N0. 2 Fb = 900 PS I SID� (LOG?�TED A�T DEGKING Town af l4ai1 5" TH ICK - 5" & WIDER N0. 1 Fb = 1350 PS I E�4GH INSIDE Fp.GE ������� 4X8 DECK JOISTS SHALL BE WESTERN CEDAR N0. 2 Fb = 700 PSI /�T GORNER GOLUMNS) � ������� - NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITIVE USES PRIOR TO ALLOWABLE STRESS INCREASES B PROVIDE CROSS BRIDGING NOT OVER 8� ON CENTER FOR ALL 2X IMOOD JOISTS AND 2X SOLID BLOCKING BETWEEN JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS. � O C FASTEN ALL WC)OD MEMBERS WITH COMMON NAILS ACCORDING TO THE UBC SCHEDULE � TABLE 23-11 -B-1 UNLESS OTHERWISE NOTED. Q ��� D LAMINATED BEAMS � � 1 . ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT 12 RIM BEAM , ^ PERCENT MO ISTURE CONTENT IN ACCORDANCE WITH 1hCL IB ALL S IZES SHOIM� PRO�/IDE STEEL T-PLATE u J � ARE NET E/�GH SIDE �4T POST TO WOOD POST � �� 2. LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH BE/�M GONNEGTION � O THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF PER S�GTION I/SI O � STRUCTURAL GLUE LAMINATED TIMBER, LATEST EDITION AS PUBLISHED BY AITC. (NOT 5HOW1� 3. PROV IDE UN I TS CONFORM I NG TO A ITC 117, 24FV8, D.F. FOR CONT I NUOUS MEMBERS �� C t � O� � „ BEAM TO BE/�M � � AND CANT ILEVERS AND 24FV4, D F. FOR S IMPLE SUPPORT MEMBERS MEMBERS � N GONNEGTION NOT �� � � � SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE CLEARLY STAMPED 3/4" = I'-O" SHOWN (� 6/SI.0) � � � O ON EACH MEMBER E. PLYV�OOD DECK � � r 1 1 PANEL THICKNESS SHALL BE AS SHOV�N ON THE DRAWING. APPLICATION SHALL BE - �� � ■� `♦ IN ACCORDANCE WITH RECOMMENDAT IONS OF THE AMER ICAN PLYWI�OD _ _ _ (2)-L4X4X1/4 X 5 � ,� ASSOCIATION _ WITH (4)-5/8"� X 4" 2 EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE LAG-BOLTS EAGH —� AMERICAN PLYV�OD ASSOCIATION ANO SHALL MEET THE REQUIREMENTS OF U.S. NEW RIM BEi�M � � PRODUCTS STANDARD PSI , LATEST EDITION FOR PLYWOOD. ALL PANELS V�HICH �„ G RE� PL�N � _ m •�� � HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL R�Op �B�P�M - -� OFFSET HOLES ON � BE OF THE EXTER IOR TYPE. � � �� � � �� OPPOSITE SIDES OF � > 3. FOR FLOOR ING USE 5/8" (40/20 SPAN RAT ING) NA ILED WITH 10D NA ILS AT , 6X6 GOLUMN GOLUMN TO A�/OID 6" O.C. ALONG PANEL EDGES AND AT 12" ALONG INTERMED IATE SUPPORTS. LA6 INTERFERENGE UNLESS NOTED OTHERWISE IN OV�NER�S SPECIFICATIONS. STAGGER ALL JOINT LOCATIONS 5" Y�HERE OVERLAID ON DECKING. - ��7 7 GENERAL ��� D � � � � V � � 3 I/8" A. E N G I N E E R'S A C C E P T A N C E M U S T B E S E C U R E D F O R A L L S T R U C T U R A L S U B S T I T U T I O N S. G B PROV IDE ASPHALT IC MAST IC-COAT ING ON ALL STEEL AND V�pOD EXPOSED TO THE EARTH. L4X4X1/4X-1" WITH JUN i r 2010 8 TREX COMPOS ITE DECK ING I �� IN)RIM ,BE?.M /�NDS WOOD BE/�M (2)-3/4"m THRU-BOLTS �� �� f �� � '1'0�� �� ��I� 1 FOLLOW ALL MANUFACTURER'S RECOMMENDAT IONS FOR INSTALLAT ION. S�CT I ON C-C �' PLAN IN DEGK JOIST 3/4" = I'-O" � NOTE THIS DETAIL � P�PPLIES TO JOIST tC�Copyright V�„hor Marl, Donaldson Architects, � L�4C� SCi��UJ i�i��-DRILLINC� i��QUI}�EM�NTS SPANS > 4'-6�� M ,r�..-,.. *.,,. � o AI iyh eszrve NEW RIM BEAM OR ���;� �� °°` � ��^`��'�� o EXISTINC� LEDGER ' "'"" 1p�� '`�+� �' �6-09-�� � L��-4D HOLE � �OR THRE�DED f '� I Q p� �RE: PLP�hU ;"°���^��1�`���,���',�';`$ — "' L�� � PORTION OF LP.G SGREW �� C� I O I � C� ` - ` . 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