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HomeMy WebLinkAboutVAIL VILLAGE FILING 1 BLOCK 5E TRACT C AUSTRIA HAUS.pdf � - �� _ _ _ ___ . _ _ _ _ —_ ._ _ ----- __ --- -- - -_ _ �_ .__�_ , _ _.—.__ _ , � ; '; ' Pierce , ' ' f � Agsob ate s ! ' Architects ` i � i � � � P . C . - A. I . A . i i � � ARCHITECfURE � PLANNING I � IIVTERIORS 3 i � IYain 08ice � _ � 00 South NYontage Road We I � Vnil, Colorado 81857 I TeL• 9'70/478-4433 I Faz: B70/476-4808 I � I � ; I I Denver OH1ce 18t7 inzee 3t. j � TeL $ 3te C2 � � Denver. Colopr�e3do g80202 ' Faz: 30�j823-2282 i I I �� l I i I I �f I I 1 � i i � I � � � � , � � � I i i � I � � i k I I - , � � I i - -� - - - - = �� , i _ _ _ _ _ _ _ ^ , � j � � � i - c, �� C�A�i� � r���V(P - -- - _:. 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' FH �S!' : — —,l�f-• � UNIT p� T;= � ' I � � � T �._ tiun� � ti, �,, - i I I I � � � j ,00�°,��p u�f�j';,'� i i ", i � �`Ft4 B(/A�• '% I ,.. I . � � _L,', � ;: � . _, Cr: = _ _ ------- -- - ' - --- .. _ � f i 9 • _ � - . � 25403 y: I T� I ' ` I � �� � � _ - � � _ . �`� L - - - -. _ _. � � - �� p _ � � '_. � � I � S� '� ' ����'1/ / O • • �O\ ', r _ ,df'-r �—�--,/�,� �— �u, Q--�f �--� 70 TNE REMAINWG tN�i � . ' . � � � nn m � � DEVICES iN THf C4MMUN i I___ AREAS. - � i � �� � � � h �TA ��_ � v F,ocH ! Date : 1 / 06 /97 J . ?UNTED A90Vf —� � � DOOR ! Project No : 7065 � —! i '^Drawn by : 8AI( ' - � ' II� L �� L�-1� � �1-i BLU (: K UI � GR ��i , --- _ j N. T.S. -- �" ___.., o� � h�� , rc i � Checked by: B� ' � EACH RESIDENTIAL UNIT IS TO BE A SEPARATE ZONE. i EACH RESi�ENnn� uwT is ro HnvE A coMewArioN oErE�TOR GARAGE LEVEL SYSTEMS PLAN ' � heet Of I �.' I, = vD MINI - SOUNDER LGCATED 1MTHIN EACH BE�RDO►A AND SCALE. i / 8' = ? ' -0' ' � ' ;' .1ACENT HALLWAY TIED TO THE CENTRAL SYSTEM . ` ` I "`� i . EVATOR LOBBY DEVICES ARE TO HAVE AUXILIARY ?NTACTS FGR ELEVATOR CAPTURE VERiFY WIRWG ` I � ' �_ �UIREMENTS WITH THE ELEVATpR fi� PR� �p 7p � � � � I ; TALLING THE WIRE � I - � L�, L -. 'c �i E ' I ' -- - ---._ .�_ -- __ ---- -- ------ - — -- --- ------� � 'C ' COPYKIGH _.�--- - ------ - - --__ J � I ------- -- - --_.. : , ° — ----- -- -_ _ - --------- -- _J Y . S k . �-- --- --- - -- - - - - ----_— � _-- -- — .�z----- ---- ------------- -- ---- - ---- -- -- -- ------ -- - ---- ------- --- - ----- r-- --- -- - -- ---- _ . i I � i , � ; Pierce , � � I Segerberg �: I Associates � ; � � Architect. s i ; P . C . - A . I . 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'__ _ _ -'_ _. . _ _ _ ' r � I �. _ _- r , ` ~ ' � _ ._ . . . _.y � t �-. .i_ . . _ . . ' _ � " _ .. _ _ . - '_ _ _ ' __ _. _ _... ' _ _ -_ _ _ .. _ '. �, _ . . ' - � __ :: � - . ' 0 - _ . -,.r�--� .. _ . �_' '_ � �— �. - . . . . . _ . , '-" � � � �'� \�� :+�1l� � � 7' � . . . . . . . . _ _ _ . .. _ _ . _ I :rTA? I �� �-- '� ua I� . .. . �. � i _ . . .. . .. . . .- -- '. .- - - . _ ' - ' . _ _. _ _ . _ . '� i _ _ ' .; _ _.. _ . ._ . . . . ._. '� -= � _ _ _ - - i _ i _ _ i a. � i i � � � I . , ; -- f I : I ,: i \ �����00o uR EG/ °�'' . a� i �\' a'�;•pN e J,TF,?=; , � � I � 0 � `Q' %�F�! _ � _ � 25�0 �,� � - � ? I = .��<; �� , I � �: I I I /9j/ �/�u, �r�� o. � �-- � � Date : : i'06/97 �I ' Project No . 7Q� ;� , ; ' I? r<� ivn bp . H�A1 1 ; _FOURTH LEVE_L_ SYSTEMS PLAN - - � - � ca�� ; � e • - ; � - e � - — _= i � Checked by . $A3 � � , �' ' ' Sh�eet — Of ; � � I ' � ,: ; r� ; ' � �, . i � � �; � E , � � � � , � � , '� � i_�... ; � ; 4,,; ; . � s/ � � ' � I � . � + __ . �.� � �^. .�.�__.�_�..�. � " ' .� � . ..._._�� _�. � ----------------_ � c :�c c� �: i c , r3 �q �- -- , � Pierce , � Segerberg � Associat � s Architects 3" DOMESTIC WATER SERVICE MAIN. P.C. — A.I .A. 1 iso PSiG i � ARCHITECTURE T �°- Y /J� PLUMBING LEGEND PLANNIt�lCs I T / i�/ I NOT ALL SYMBOLS LJSTED BELOW ARE USED ON THIS SEf OF PLUMBING DRAWINGS MTERIORS I � 3^ v SYMBOL ABBR DESCRIPTION SYMBOL ABBR DESCRIPTION SYMBOL PBBR DESCRIPTION � 1 /2" HW & CW SUPPLY � � I � PIPES IN WALL I � --- CW DOMESTIC COLD WATER � GLOBE VALVE �I I.CO LINE CLEANOUi ��- � � � Main OFfice ( 2� �� N.C. 3" ---- HW DOMESTIC HOT WATER � CHECK VALVE --I OSP DOWNSPOUT NOZZLE ��ID South Frontaga Roed Il�et BYPASS vail, Golorado SI65'1 � PRV (LOW FLOW) 130 GPM -- --- HWC DOMESTIC HOT WATER � Tel: 9�0/4�6 -4433 I _ _ 125 PSIG INLET & CIRCULATING � SOLEN010 VALVE � � VfR VENT THROUGH ROOF Fax: 9�0/4�6 -4608 2" VENT I WB � I ZY2^ SQ PSIG OUTLET PRESS. AT 7 PSIG .---�— p�r PRESSURE REDUqNG ---�-- GATE VALVE&VALVE BOX I FALL—OFF REGULATOR PRESS. —�'— W WASTE PiPiNG ° CLOTHES WASHER V SANITARY VENT PIPING VALVE W EXTENSION TO GRADE I SUPPLY & DRAIN BOX � O REMARKS —� GAS COCK — ,f,L WpTER METER Denver OfF�ce � 2" FD SIZE VENT SRE — RDL — RDL ROOF DRAIN LEADER —�j— �6 �, ulaZee st. 3" � � BFP REDUCED PRESSURE Suite G2 � PRV (H1GF! FLOW) 70 GPM 2" tYz" Q OFD OVERFLOW DRAIN BACKROW PREVENTER --�— GAS MEfER Denver, Golorado 80202 2°DIA. x 30" HIGH 125 PSIG INLET & Tel: 303/623-3355 � STANDPIPE IN WALL r2� 70 PSIG OUTLET PRESS. AT 7 PSIG 3" 2" - - ST - - ST STORM SEWER (INSIDE �BG.) � Fax: 303/623-2262 — � � FALL—OFF REGULATOR PRESS. TB THRUST BLOCK 2" WCO � r z � 4�� Z� - - SD - - SD STORM DRAIN (OUTSIDE BLDG.) � 3" VB ATMOSPHERIC VACUUM + y 2" COMBO I FLOOR — ~ ��"H�-1 6" 3" — G(X) — G NATURAL GAS (INCHES W.C.) BREAKER � MH MANHOLE lO!$I FITTING �� ; r �,,n � , plumbing BFP � DOM. WATER • � CB CATCH BASIN TO BUILDiNG Q PROVIDE FULL SIZE CLEANOUT WHEN ON — A(XX) — A COMPRESSED AIR (PStG) SA SHOCK ARRESTER 2" WASTE � t GRADE AND MORE THAN 5'-0" FROM W/ ISOLATION VALVE II�IC. 2" P—TRAP WATER METER 3°RPBFP MAIN. — IRR — IRR IRRIGATION WATER FOR PLAMERS +ro� a co�o, eiw, nw �e�-rni W/ CLEANOUT WSTALL PER �OCAL � � � � STANDARDS. � PROVIDE MINIMUM 2" VENT IF BELOW P� PRESS EMP. RELIEF oEx.m, cwuuoo ma�e ru � x�-meo VALVE GRADE. — IW — IW INDIRECT WAS1E X RISER LETfER — ID — ID INDIRECT DRAIN �— STRAINER DESIGNATION WATER PRESSURE REDUCING UNION Px.X SHEET DRAWN THIS FLOOR DRAIN SHOWER —� ��W �N LINE INDICATES --'�� DIRECTION Of FLOW � WASHER WALL BOX PIPING DETAIL STATION / METER DETAIL WASTE AND ENT ISOMETRIC ARROW PARALLEL TO LINE �E INVERT 0.EVATION SC4�E �GNE SCALE: NONE -� PRESSURE GAUGE INDICATES PITCH OOWN � NIC NQT IN CONTRACT SCALE: NONE �� REMOVE EXISTING THERMOMETER AFF ABOVE FINISHED F100R --O PIPING UP AP ACCESS PANEL 'J —� FLEXIBLE CONNECTOR GC GENERAL CONTRACTOR J PIPING DOWN MC MECHANICAL CONTRACTOR I ] PIPING CAP OR PLU6 AD ARFA DRAIN EC ELECTRICAL CONTRACTOR i � �+ WH WALL HYDR4NT fD FLOOR DRAIN FPC CONTRAC�TORnON i --� HB HOSE BIBB � KEC KITCHEN EOUIPMENT FS FLOOR SINK CONTRACTOR I —�� BALANCiNG VALVE � fIXTURE aR DRAIN TRAP NTS NOT 0 ALE NO NORMALLY OPEN 1 —�- BALL VAIVE RD ROOF DRAfN NC NORMALLY CLOSED Q aR C COMMON ,('� ��S D4 GATE VALVE FD OVERFLOW DRAIN (E) IXISTING � h � BUTTERFLY VALVE e SCO SURFACE CLEANOUT (N) NEW � WATERTIGHPIPE PENEfRATIONS —VAC — VAC VACUUM Q PCO FLOOR CLFANOUT DN DOWN � i 2. SEE PLANS FOR PIPE SIZES, INVERT -- 3" - -AV - - AV ACID RESISTANT VENT C.A.P. CEIL�NG ACCESS PANEL � O i ELEVATIONS AND ROUTING �I WCO WALL CLEANOUT i — AW — AW ACID RESISTANT WASTE � LCO LINE CLEANOUT � CONNECT NEW TO � 3. ALL PIPE AND FlTTINGS SHALL BE EXISTING CAST IRON COT CLEANOUT TEE I „� INSIDE WALL _�D �D GRADEUINSNDEDBUILD NG�W o-� ) � B.O.B. 80TTOM OF BEAM � � 4. S. & 0. INTERCEPTOR SHALL MEEf T.O.S. TOP Of STRUCTURE (� / I THE APPROVAL Of LOCAL AUTHORITl. OUTSIDE WALL - BD — BD BUILDING DRAIN (BELOW GRADE GAS RfGUtAiOR 5. HEAW DUTY MANHOLE COVER 3p INSULATION INSIDE BUILDING) � } /�� SECTION NUMBER O � FROM PRV TO BUILDING � 42 RIGID WSULATION - - gS — BS BUILDING SEWER (BELOW GRADE / H '1 � � DO NOT INSULATE OUTSIDE BUILDING) P.XIP.X SECTION DRAWN ON � � THIS SHEEf � � � ^ � ^ 4' C.I. INLET PiPE 4" �/ THiS SIDE OF PIPE � � SECTION CUT ON THIS O 4" C.I. INLET PIPE SHEET � 10 - - - - - - n /� I N.O. N.O. � � n n o � . B FP � �� �� � � , �- —1 FUNNEL � N.C. `' 44� � j �: ,� �, � , v." � , =- p����+ p T1 � DISCHARGE INTO NEAREST � � � PLU�DII�I�d rIX I VRE CONN��ON �HEDU� � I � FLOOR DRAIN. � 18 � �� ���PRECAST REiNFORCED CONCRETE TRAP AND � SUMP BASIN. HOLDING CAPAqTY 200 GALLONS FIXTURE TRAP ARM VENT CW HW REMARKS � ���� � � ' � SIZE � ' � � � � � � WATER CLOSETS (FLUSH VALVES) 4" 2° 1 ° — � � SAND�OIL BASIN __ � � WATER CLOSETS (FLUSH TANK) 3" 2" yp, iSINKS � ih. � i�^ i�. �/z. PLANTER IRRIGATION LAVATORIES , v<° , ��- �h• ��• � DRAIN DOWN DETAIL SAND AND OIL INTERCEPTOR DETAIL PIPE IN OUTSIDE WALL DETAIL MOP SERVICE BASINS 3� ��� ,h� ,,�- SCALE: NONE SCALE: NONE SCALE: NONE URINALS (FLUSH VALVES) 2" � �{�• 3�q• -- HOSE BiBOS ANO WALL HYDRANTS - - - - 3�y= -- SHOWER 2° > >�• t/2- ��. I WATER COOLERS/DRINKING FOUNTAINS 1 Ya' 1 �h' �h" -- I BATHTUBS 2" 1 �fz^ �h^ �{z^ I WASHER WALL BOX 2" 1 �fi^ �/P �fz- 1 . 2" MINIMUM WASTE AND VENT BELOW GRADE. � Rev is ions : i ; rP DD 9/'.6l91 I �.��___ ___ DOMESTIC HOT WATER GENERATOR SCHEDULE U�N�RCsROUND P�j� g� I - - - -- s 94QF� •�' .u. 1 � TO SYSTEM � _ 140.F STORAGE TANK HEAT EXCHANGER 95qa REVIEW SET II� Zy2^ 2" RECOVERY WATER TEMP. TANK STORAGE HX BOILER TEMP s.F. I(d/31/9"i DESIGNATION MFR. TANK MODEL RATE (GPH) RISE ('F) DIMENSIONS CAPACITY MODEL WATER DIFF. SURFACE PERI�IIT ISSUE � - -� (GALLONS) GPM AREA I PRESSURE RELIEF VALVE } ' _01 _ g, � 1900 MBH, 180' F � LIGHT DUTY CAST IRON HWG- 1 A.O. SMITH HD60-1500 1953 100 60"'x126° HORIZONTAL 1500 DW12-60 93 160'-795' 104 ✓�� COVER & RING FINISHED GRADE � � y (COVER 73" DIA. � T 0-250' . ��\��\\��\��`�j %/j%j//j/// /�\�/�y/�\�/���% TO NEAREST � � � � � � � � � I j\�j\�j\��j �_�_ \�j\�j\��j\�j` FLOOR DRAIN -y I /�\//^/%\// . --- . ///�\���\��\/, � 6" DEEP CONCRETF! ���j��� SEE HVAC PLANS FOR PAD , 8" BEYOND // //�//�� ALL SIDES OF � �\ �\ SACRIFICIAL HWG-1 PlPING ARRANGEMENT. CLEANQUT BODY. /�/ '�/�/�/�/�% �, �/ /��/��/\�/\��/��/\! ANODE - - - 1500 GALLON NSTALLEDCSIDE 8Y \�/\/\��/���/\�\/\�/\�� i///��/�\��//�\��/\�/\��//\�\��` � ia0' F ' SIDE SHALL BE IN % %��%�'%�'%�%,�', %� .%,�%,�%,�%,�%,�'%�� PUMP SCHEDULE SINGLE CONCRETE CAST IRON CLEANOUT FER— TOTAL VIBRATION SUCTION DISCH. � �� ' DOUBLE WALL HEAT EXCHANGER pqD. RULE W/RAISED HEAD BRASS DESIG. MFR. MODE� SERVICE PUMP MAX. OPER. GPM DYNAMIC EFF. MIN. RPM ISOLATOR SIZE SIZE CONTROL REMARKS � ________________________________ _______ � PLUG LUBRICATE PLUG T1PE TEMP. F HEAD FT. % HP T1PE IN. IN. THREADS W/GREASE AFTER i i INSTALLATION . TOP OF CP-1 B & G SERIES 60 DHW CIRC INLINE 140 46 35 43 1Y: 1750 NONE 1Vz 1Vz CONTINUOUS ALL BRONZE PROGRESS TEMP. SENSOR CLEANOUT SHALL BE 2- 1 /2" 1Y'eA � — COMBINATION Y & 20°o MANHOLE 1 /8 BEND FITTING MAX. BELOW TQP OF COVER. �— DOMESTIC WATER EXPANSION TANK FLOW "AMTROL° ST-180V—C. 22"0z47" HIGH SUPPORT lEGS � � . a 4°CONC. PAD -�� , r FLOOR Ddte : 11 -0� - 1991 � ` < ' 1 I I 3/4° HOSE END PrO� �.°Ct NO : g��� � i DRAIN VALVE � HOT WATER GENERATOR PIPING DETAIL SURFACE CLEANOUT (SCO) Drawn by : CCAD SCALE: NONE SCALE: NONE ; Gheciced by : RR Sheet I Of 2 � � , s� �,,,;. 'i ��� • �°'';�n= , � � S��I'I ;:��� � � o � , 1 . , , <<', °�e� Fa�`��\ ,�, ; ,�,�. � GOPYRIGWT � - Pierce, Segerberg � ,4ssociates Architects P.G — A. I .A. ARGI-lITECTURE PL,4NN ING INTERIORS i Matn Office 1000 5outh Frontage Road Weet Vatl, Colorado 8165� To I: 9�0/4l6 -4433 Fax: 9'10/4'16-4608 Denver OFFice � I61� Ulazee St. Sulte G2 Denver, Coloredo 80202 Tel: 303/623-3355 Fax: 303/623-2262 I { OfB� - _ _ ' plumbing ' ^ _. � .� - - , - m . � � - ; �� -- ; � - � �_ ' � � � � / no� �. :an. a�w. (�Ol) ]9�]n� � � .�� � ��� � �: � �./ �:. .,`� I �EhYJi. 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CW MAIN � � i � 8 CO B � E/D � � � - � - - �� i__ �. - -- - �� - , �r'� - - - � � - �-I - - - - - - -� -� - - - - - - - - - ��� i i i � i i � _ _ ` � �� i � I LE.=MINIMUM 8�-0" ��� I ' BELOW FINISHED GRADE. ( � �,� � � i ��' � I - / -' � -1 _ . - 1 / � �i � Q �� � �� �� � - . � � � � � � PROGRESS � � �' i�l � � � � = O7 PROVIDE 4"CAPPED WASTE TEE AT 24" BELOW CEILING FOR FUTURE RETAIL SPACE TENANTS. Date: II -0� - 1997 Project No : 91�D21 � � � � � � � � \ ` � � � � � � � t ,, I � � � � ,, I Drawn by : GGAD ll � � � � � SGALE : I�8" = 1 ' -�" FLOOR ELEvATION vARIES AS SHOU.N. GheCk�d b� : RR :, ;,,;�;��� n Sheet 2 Of 2 ; \;` �n��• , ` °�° 1 f�'�'_ : � : J, e`�� 5548 � _ : � ¢_ .��.� ' ,��11 �` � � o � : a�:� "^'e e�� F , � COPYRIG-�--aT Pi �rce , Segerberg � Associates Archi tects P.C. - A. I .A. ARGI-41TEGTURE PL ANN INCs INTERIORS Maln OfficB 1000 South Fronta9e Road LL.�at Vail, Colorado 8165"f Tel: 9l0/416 -4433 FLx: 9�m/4'I6 -4608 Denver Offtce Ibll Ulazee St. Sulte G2 Denver, Golorado Srd202 Tel: 303/623- 9355 Fax: 303/623-2262 fotal plumbing - - , � � � � �,,� � inc. � �, `) i � ' � � � 1 '� � I I� � I o �) � 1 � 8 l � ��' ,' , , � f ^ i / \ i � m�, r. co:o aivc. (xii) v�mi \ �� �\ �� ���� ..Y• �'- . I-. " J^M1�, ^]L➢?ACO K2'.6 F/JI (b}) ]91-0�80 _ � � � r� �� `T� � � � � � � � , � , � �; �.� , � ,, --_._� � , ' ; ' ' � `�. � i � � � : � � � � , � ; �i- �i � � , , � , �� i , � - - - - - - - , , � , � � � � � � � �' � - - _ - - - - - - - - - -�- - - - - !- - - --� - - - - - - - - - - -� - - - - - - - - - � - � ! - - - - - - - - - - - - - - - - - � ' � � � � - -_ _ _ . � � � � � � ' � 1Vi"GAS UP AND DN. � - - �' � � li 3"A 1 3"� � � � � ' � Q , ��� /'�i�-� 3°A -1 3"� I - � ' � �il ' , I I � p.i� �'/ I '-_ i ' � . � - - - - - - - _ - � V . � i , . 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Da te: II - �1 - 1997 Project No : 9�m2� � I � � � � � \ ` � � � � � � � I ,, I � � � � �, I Drawn by : CCAD 1! � � � � SGALE : I/8" = I '-0" ELEvATION = Z4' -fd" GhECItFd by : RR ,�Q'„'�" 5heet 2 Of S°��P . `��.. o• `c � t, '� �'�9p- � • / 5548 ; = I q� o �_ � � e � ,� :;z,; �� e���a,� � °�.<� - � OC COPYRICz�dT Pierce , Segerberg � Associates Architects P.G. - A.I .A. ARCHITECTURE PLANN INCs INTERIORS Main OFfice � 1000 South Fronlage Road LLleet �� Yail, Coloredo 81651 Tel: 9�0/4l6 -4433 Fax: 9l0/4�6 -4608 Denver Offlce Ibl'f Wazee St. Su(te G2 Denver, Golorado 802m2 Tei: 3rD3/623- 3355 Fax: 303/623 -2262 fOfB� . ' plumbing - � - - :: _ � inc. � � _ _ _ - � ` ' � � ,-. '... � ��m v cx�. acr�. f�m• �s��vi /:' \ / / �� �� �� � �. . � ��. 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' y .�� OIi��Y� ! �1!-� � Pierce , Segerberg � �4ssociates ,4rchi tects P.G. - A, I .A. ARCHITECTURE PLANNIN�s INTERIORS Main OFfice 100m South Fronta9e Road UJeet Vaii, Golorado 81651 Tel: 9l0/416 -4433 Fa x: 910/4l6 -4608 Denver OFFice Ibll Ulazee St. Sulta G2 Denver, Colorado 80202 Tel: 303/623- 3355 Fa x: 303/623 -2262 101Sl plumbing �� � ., � � � - � ; - �i ; - �u � �� � � � inc. � � � \ � � � � � � � - ow.�a, co�nanm eoz�t Fwv ��} �9a-meo a)ot H. colo. B�w. do] ael-]zP � � i� � � r r T r Y � � � � � ��� r- I I �.�1 +.� i i�/i �- � � I `-����� I I i ��._.._ . 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RAIN GUTiER BY OTHERS. FINAL CONNECTION BY P.C. Proj �ct No : 9�D2� � � � � � � � � \ ` � � � � � � � I �, I � � � � �, I Drawn by : GGAD �l � � � � SGALE: I/8" = I ' -0" ELEvATION = 103' -0" Checked by : RR :,,<:��r .ut �� Sh�et 5 OP , ..� Q �. P • A�.• • ` j:; ;' . �� �9;; r4 ���;�*c� ; ,�• 5548 ; ¢_ ,��1!�����;`' � � . � , �,,, e 'nr, yi F� ' � GOPY� ' !3��; ; Pierce, Segerberg � Associates Architects P.G. - A.f .A. ARCHITEGTURE PLANN INCs INTERIORS Main OPFICe 1000 South Frontage Road Weat vail, Golorado 8165'1 Tei: 9�0/4l6 -4433 Fa x: 9�m/416 - 46m8 Denver OfFlce 161� Wazee St. Suite G2 Denver, Goloredo Srd202 Tel: 3�D3/623 -3355 Fa x: 303/623-2262 f0lal ' plumbing O O 3 � Q CO O � O �� � � ;��. am, v. m�.o. aum. 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I J �V � J � �11� . i I i � - - - - - - - - - - -- - � - ; r _ � - - - -,- - - - - - - - - - - - - - - - � ^ 7 , � � � I , � DDv 9/26 /9� � - - - - - � - - - - - - � -� - _ _ _ : �\ I I i � - - - i � � I I I , U OUND L i I � - - - - - - - - � - - - - - - � -- - - - - - - - - - - } �-- - - - - - - - - ' � -- - � �— - NDERCsR P BC-. � � .. _ _ _ _ — _ — . -- r _ � t�-- _— _ _ . _ . . — � � _ . _� _ _ — _— _ �' _ _ _ _ _ _ _ � _—� � ; cc 1 �! i , � _ - I _ - - - _ - - I - ,. i i _ _ — _ _ _ i _ _ � '; - ��, -� - - - -T- - - i - � - - - - - - - - - - 1 - i - - F.8 PERMIT lm/I�/9� \ `� ' - - — ' - - - _�- - - -- _ - - - - . — I - - -�T - - � G - - - - � - - - - - - - - - - I - - - - - - - - - - -�� � l � � - � - � -- - - - - I i � � - — - - -- - - - - - - - - - - - - _ 95qa REVIEW SET � � I - - - - - r � I '� rr - - - � I(D/31/9� - - - - - - '- = - - - - - - -- ! G. � � -- - - - - - � - - - - - - �- - - - - - - - - - - - - - - - - - - -�—� - I- - - �� �- - - - - - � PERPIIT 15SUE L � I � - - - � - -- - I � - - - , -il - -- - --- II -0� - 9'1 ; I ' ! II i � � � � - � ; � I , � I j � � � i , , � , � - -- - - - - - - - ', - - - -� - -- - - ---- - - -- - - - - - - -� - - - , - - - - - - - -- - - - - ;- - - �- � - - - - - - - - - - - _ _ - - I - - � � � , _ _ � N � � �, ; , , �.6 O 8.6 PROGRESS Date : Il -m1 - 199� Project No : 9��21 � � � � � � \ / � � � � � � � I � � � � � , I Drawn by : GGAD �l �� SGALE : V8" = i ' -0" Check�d by : RR � �P�p °1 "' Sheet 5 Of , ' � .�`.y �': ,��. �00.. : s. � � �u=�C`'r', _ ' S54ff1 � e `� '� � ��v � e � � — � � �� �� � O � �21 !, :�; ; Pi �rce , Segerberg � Assoc ia t � s Architects P.C. - A. I .A. ARCNITEGTURE 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 PLANNING P3. 1 P3. 1 P3 . 1 P3 . i P3. 1 P3. t P3. 1 P3. 1 � P� 1 P3. i P3. 1 P3. 1 P3. 1 P3. 1 P3. 1 INTEf210R5 ROOF - ROOF Mdin OFflc6 1000 South Frontage Road Wea! vail, Colorado 8165� Tel: 9�0/416 -4433 Fax: 9�0/4�6 - 4608 SH-1 SH-7 WP- 1 WP- 1 SH- 1 BT=3 BT-3 WC-t �3 L_1 WC- 1 WWB-1 DW � L=1 L=1 WC-1 WC- 1 L3 �4„ L=3 WC- 1 L=3 �-7 WC-�3 QW � �'i" Yi° � Y2" 3'i 3'i" �'i� Y2° J'�° d'i" Wz' �.y" Denver OFFtce FOURTN C103' -0") POURTH (I(t3'-0'7 161� Wazee St. � - - _ - - - - - - - 5uit G - -- - - - - - - - - - - - - - -- - - - - - �.�^ y2�� �'4� �'i' Yz" �'i" Yz" Denver, Golorado 80202 S'z" Fax� : 3O3/623-2262 � � I � I � � � I � ---- i � __= i � --- i � - -- ---- �- -- � � --- 14 - ---y--- - - � --�_ ---- --- - -_ Pierce , Segerb � rg � ,4ssociates Arch i tects P.c. - a. i .a, ARGHITECTURE 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 PLAiVNINC, P3.2 P3.2 P3 .2 P3 .2 P3.2 P3.2 P3.2 P3.2 P3.2 P3.2 P32 P3. 2 P3.2 P3.2 P3.2 P3.2 P3 .2 INTERIORS ROOF ROOF Maln OFFice Ifd00 South Frontage Road Uleet , vail, Colorado 8165� Te I: 97�0/4l6 -4433 Fax: 9�0/4�6-4608 WP-1 SH_ 1 SH=2 BT_ 1 SH- 1 WP-i NP- i SH_ 1 BT=3 L=1 � WC_1 L=1 L=7 WC-7 L=1 WC-1 L=1 WC-7 YZ, �ryyyg_� DW ,� 1 L=1 WC-t L_i L=1 WC- 1 FOURTH ( Im3 � _0�� ) ;'i° l�t" Yi" L" �dn �4� Y` Yz° �S�'z" 3'a" _ Y2" yz^ �1 Denver OFfice -- - - -- --- - - - - -- - - - - - - - -- - - -- - - - -- - — -- - ° -0'7 1611 uJazee St. - - - -- - - - _ — . - - - - - - - — - it G _ �,�e � ___ �_____ Z �,�.. e Denver, Colorado 80202 - -- - --- -- - - - - --- ----� -- - _ ___ ___ ___ __ ��� '_ __� _ _ _ � _� — _ —a__ __— r v ' _ ___ T FOx. -- _ ___ __ _ ___ _ ____�___ 29 Tel: 303/623-3355 yi" �'4 Y2 �'i L y4� " �„ ` ' " �„ I I � � " yi�, � L ^ Ya � � - - � 303/623-2262 1 GPM TYP � - ' n „ ��� 1 �. 1 Va" I �� �, �1 Vs" �„ � t Ya° �� I � �.� WP- 1 ln y4^ -- SH- 1 y2n BT- 1 WP-1 �„ �T=1 I I BT-1 Yx" f I SFi-1 BT-1 NP-1 '�� I BT-3 � i BT=3 B -3 fofal WC- 1 i �T D�W � L_1 L_7T1 WC_1 L_T1 L_1 L_T1 WC-t WC-1 � WW -1 � � WC-i L_1 WC-1 � il y,�yrg_� DW 5=1 L_i j L_1 L=1 WC-1 WC-1 � WC-1 ' plumbing J I I�yJ ��J T _ J � � J 1 � �= L.� �I � I/ I\i. I Ti-IIRD C93� _6 "J V't Yi" Vz" Yi �4 � " yZ^ � " yZ' o�n�a; x�wno eoz�e i i - - — - THIRD l93'-b � .M . ��,� 3�M. �b�� sa�-�z�� �n� w> >as� mao 1 " �'a" - - — — —_ � „ �`, - � . - - �`.. � � � �� - - Yi" 1 " �'a" 1 " �'i" 1 " Y1" � �4n � � � p I II I I I I � � � I I � � � II I I � I I I � 1 I I � � II WP- 1 SH- 1 BT-1 SH-1 BT- 1 BT-1 � SH-i BT-3 I BT=3 8T=3 �„ WC- 1 S=1 DW L_i L_1 L=1 WC-i � �yy�g-t � WC-1 ' L=1 WC-1 L_1 WC-1 � WC-1 L_71 I � �y�yg-1 DW S=1 I � L_1 L=1 � WC- 1 W -1 WC-1 � � � � �--1 . � � � � n , ^ ^ Yi" 1 " �� r � $ECOND C84�_0��) SECCND 181+ . �(D .. , � � II Yz" V2" �'i Y2" 1 " 1 " t ' 35 Vz' t " tY� Yi 1 " 1 ° 1 " 7 " - _ - - - - ��� - - ---- - - � ^ _ - I ri — --- _ - - -- - - - - - - - - - - � �.�_ . - __— �" _ . . _ - � �. — _ _ _ - — _ _ . _ — _ . . . _ . _ _ ___ � Y4� "— _ _ . . _ . 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(�1 ua-�zn oex�n, eoinenoo eozis rrx (w.i} asro�ao z° �� 3•� i2. � � 3" wc I n J z I BT � S I 2 ���L� BLW COUNTER �2/ I SINK WWB 3� � ST 2" DISPOSER 3� 3" Z,� TO "P° 2" �1 � � � � � x � I � � W � � � � � � � I � � � � � � � � x � I � � S 1 � � 1�'f � � � l � T I � � l� � � � l � nf � � 1�f � � � l � - P4• Z SCALE: NONE P4. 2 SGALE: NONE P4 2 SGALE : NONE � � � O � � � � O � � I ^ O . • � � � � � � � Revisions : CP 9/26 /5l UNDERCsROUND Pl.BG PERM17 lfoil,'�/97 95io REYIEW SET � � im/31/9l FERI"IIT ISSUE I Il - ml - 9l _ __� PROGRESS Date : II -(O1 - 199� Project P�o : 9�f027 Drawn by : GCk,C�I Ghecked by : RR I � A ' /� Sheet 1 Of I .., ��� ,; ;�:; , �> =. 15548 � _ � e= � � � a � i1 � �. ; �:,� , . ,J; � ' ,.c,��° ; - _;..; . � eoP�� � � ��� � � __ !� - - - - - - - - - - - - - - -. -- - _ - - - - _ - r".�:� �� _ _ . �s� , �� .�� ��.�.�:�:.� . _.�:.� , - - - - _ ---- _- - - -- - - - - - _ _ � . - - .� ..;,� �� . � ----- _ �, La pro � � ct team inc� px to � �; .- - � ry � lF ��; e , . - � � -� � � egerber� �k _ aILD�'�lCs GODE: UNIFORM BiJILDING GODE, 1991 EDITION � , " OUA�IER ARGNITEGT GONTR,QGTOR MEGI�ANIGAL DESIC3N/BUILD ELEC7RIGAL DESIGN/BUILD �S�JCIc'�tE � � � , RE D157RIGT: YAIL FIRE DEPART?"fENT AUSTRIA HAUS PIERGE SECsERBERCs < A550C. SNAW GONSTRLCTION ROSINSON MEGH. GO. B � 8 Electic, Ina \ / �' � ' �1l �eCt . ; . ' DEvELOPMENT �sROUP ARGNITEGTS P_C. AIA l60 Horizon Drtve 5541 Gentr8l Ave. ^<818 1,�2 North Avenue � ( T I � , ^GCUpANGI GROUPS: A3, B�: B2, RI THORNBURCsN DEVELOPMENT GO. Ibll li.�azes St. G - 2 Csrand �unction, Gc. 81506 Boulder, CO 80301 Csrand Junction, Co. 8150i � c�.NSTRUG?iON TYPE : TYPE I1, 01VE -7-IOUR IS Wh815hIp PIeZd Denver Go. 80�02 9�(d - 2�#2 -9236 3(D3 - 4�3 - : 5�5 9�P- 242 -2450 C1 GsRACINCs t DRAINACsE PLAN ' FOUR STORIES OvER PARKINCs CsGRArsE San Francisco, Ca . 94111 303 -6. 3 - 3355 9�0- 241 - 5618 lfex ? 3�3 - 443 - 5501 ( fax) 910-241 - Sh8'1 ( fax) G2 EABT MEADOU DRIVE PLAN e FR^� ' _ � � d�5 - 29� -994� 303 - 623 -2262 i Fax ? Glark Atk(naon ` " I BUILDINCs PULL 'Y SPRINKLED r 415 -291 -9623 lPex ) Marco Gapltalli T�rr Flemin C3 MASTER UTILITY PLA?�i !� ' ' � i j BJ Ddv�e � _.� Gary Stdrr (� y Dodd y g � � RFG2UI�D SEPAR.QTIONS: A3 TO B1 = 2 HOUR � Frdnk Freyer Mlke Foster Dan Leroy C4 DETAIL SHEET A3 TO B: = N j Marc Thomburgh i B2 TO BI = I HOUiZ I I Bi To .a3 . i NouR STRUCTUR,4L �NGINEER CNIL ENC� WcER �IRE PROT� CTION PLUMBINCs DE51�sN/BUI � C ' RI TO BI � 2 1-lOUR � i �IICs�I GOUNTRT ET+tCsINEERtNCs ALL - STATE, Fire Protectlon Inc. Total Plumbin I � j I Lender �.onsultant MONROE -NEUJELL ENG NESRS y I /` a�" L( � �� � �I � � /` � RI TO 82 = I HCUR FA.S. Gorroultant inc. P.O. Bo,� 159"I 923 Gooper Avenue 6045 E . �6th Avenue "12 4�p1 North Coicrado Bivd i r"•�tl \�./1"f br J"'t 8200 INIO West, 5uite 32(d Avon, GO 8162m Glanwood Springs . Co. SlroIDl Gommerce Cky, GO 80E22 Denver, GO 8�216 � FIRE PRC-EGTION NO�ES: $en Antonio, Tx, 1823ID 91Z - 9d9- ��68 9?0 - 945 -86�6 3p3 - 288 - 3901 303 - 393 - �2 � 1 ' dta� r �,'t�; e ? I0 -34d - 888! 9�0- 949- 1954 CFax ) 910 - 9�5 -2555 ( fax > - � i I CONSTRUCTiON GC '' � � � � t000 south Fr�,;�!� ;N n_ _- w,.� i. TYPIGAL FIRE R.4TINCsS 303 -288 - 1936 � Fex) 3P.3 - 393 -0�SP. < fo , ,� ,.� I � � Vsil. Colorado elE; ' t (97Q) 4�E-4A?3 Peter Monroe Phil Harria � �^n � E�c -�t-�e �� a � FLOOR/GEILINCs ASSEi'1BL �E5 Chris Gibier Rcger Rdyfield � A(D.(J� GC �lER r'v�EET SIII Ulurzbach Ketth Oxenrefder U LEvEL I - Ul. • D858, 2 HOUR RATING A1.0 SITE PLAN tl ) LEVELS 2 ?hIRU 4 - UL ' D858, I HOUR R.QTING A2� GAR.QCsE LE1/EL P� �:'� I b) RCOF/GEiLiNG A33EMBLIES AZ.I I ST LE '✓EL PLOOR F� ^ti ' `� ` � h �. ' Na :ra� V SLOPED ROOFS WITN STEEL f'llRLIN STRUGTURE - Ul. "P519, I HOUR RAT�NG A22 Z ND LEVEL �LOOR PLA`v ��er.ver. Cc�ore�n , ': .J: � ' 1303j 623-335` � fU SLOf'ED ROOFS WITN STUD/JOIST STRIJCTURE - UL. 9°51� , I I-�OUR RQTINCs A2 .3 3 RG LE'VEL FLOOR FL<.'v f3o31 sz3-z2s: %' I t ( U FLA7 ROOF WITH ADHERRED EPDM ROOFING - UL. " D858 � <12 .4 4 TH LE1/EL FLOOR PL�-` �. - - - - ISIMILAR, I NOUR R4TINCs A3.fL` ROO� PLAN i � Iv) FLAt ROOFS UJIT1-1 BALLASTED EPDM ROOFINCs - UL. " P801, I HOLJR R,4TINCs A4.0 NORTH t SOUT4�-1 ELEVAT ! C?�� I i c) STAIR '2 ANp ELEVATOR SHAFT illALLS - Z 1-�OUR, 9EE GRAWINGS A4 .1 EAST, UJEST < PARTIAL ELE ✓f- - v^+c li �� i POR GONSTRUGTION A5.(D BUILDINCs SECTIONS � d � GORRIDOR. DEMISINCs, ,4ND STAIR 7 WALLS - I NOUR, SEE A5.1 BUILDING SECTICNS c0O♦ ♦ � DRAUJINCsS FOR GONSTRUC710N � � A6.� WALL SEGTIONS .,.. v. . .i � e) EXTERIpR WALLS - I I-IOUR ` A6.1 IUALL SEGtIONS � W r� co�urn�s a�.2 WALL SECTIONS ov� U TYPIGAL COLIJf"IN PROTEGTIDN - CsYPSl1M BOARG U1RAP PER U.B.G. TASLE 43A, ITEM I -� .It I NDUR A��' IUALL SEGTIONS �` �.{� I fU COLUP'T1S IN !sARACsE � TO 4 ' ABOVE FLOOR? - A� .4 WALL 3EGTIONS " ' GONGRETE ENGA9EMENT QER U.B.G TABLE 43A, ITEM I - 1.4s I 1-IOUR O IIU THREE °LALLY" COLUMNS ON LEVEL ONE, GRID F,6 - UL. "XI�6. MIN. I HOUR A6 .5 UJALL SEGTIONS j g ) WALLS WITHIN UNITS - NO RATINCs REQUIRPD , NON -COMBU9TIBLE GON9TRUCTION A1.?J STA(R PLANS, 5EGT10!�S I A�.1 �LEVATOR PLANS, SEG? ' Ch� Z. IN ADDI?ION TO ITEM I. ABO�/E , INDIVIDUAL PROTEGTION IS RE�UIRED FOR ANY �48.P� DOOR SGHEDULE, TYPES � STRUGTURAL FRAME MEMBERS EXTENDING OUTSIDE OF TNE "P512 ROOF GEiL !NG i ,48.1 WINDOW SCNEDULE , EiEYATIGNS i ASSEMBLIES. THIS PROTEGTfON 3NALL BE A CsYP3U1`t BOl+RD WRAP OF I HOUR RATINCs �' ` PER Csl'PSUM A95pGIATION DE91GN "BMil3� AND SNALL EXTEND FULL LENGTN OF THE ExPOSED I i A�2•� GARACsE LEVEL RE�LECTED CEILI�,;s = -^� �n PORTION OF TNE MEMBER. TownofVailCommunity � I ,cS,��,1 FIRST LEVEL RE�LEGTED CEU_ ING PL.y�. v S Development ^�.. q �,�, 2 S�GOND LEvEi REPLEGTEG CEILINCs � _ � � , � � - 3. ALL CORRIDOR WALLS AND UNIT DEP'I�SINCs WALL5 SNALL TERMINATE AT THE UNDER9IDE OF � � � 4� � � � 'T ( � � �� � � � f ' � T � /1 {._; ' I \ i � � Plan Build Nealth � �' MEYAL DECK OF FLOORiGEILINCs ASSEr'tBLIES. PROVIDE SL �P JOIIVT A5 SNOWN IN DETAIL "l2. � � y� f� � 1� � � � � � At.'. 3 THIRD LEvEL REFLEGTEG GE � L !NCs Fl� �'• � Aoproved ❑ ❑ ❑ ' � Al2 .4 FDUR? .-, LEvEL RE�LECTE � G� :- ' 'v �' - ``' � d. DEM15f1�1Cs UJALLS BETUJEEN UNITS AND ONE LUALL OF THE GORRIDOR SHALL EXTEND PROM i _ THE TOPMpSt UtV{T9 U�' ?O THE GEILINCs OF THE ROOF/CEILINCs A85E1"IBLY Oe�ied � � � � DETAIL BOGK ^ ^ � � (OR ?HE ME7AL DEGK AT CENTEf2 FLAT ROOFL REFER TO SNEET AI2 .4. i� 'i�'' I, i - ; � F c � � r � �ill� i IAL� ARC � i � . TUR.4L DET<: ti . � ��i. 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'� i . `�-C�'�.- _. r,$4 . . � ,` � / 22 � � , `� / ` _ � , � � --- _ _ . -- - � �� . 72. 2E �? , ��� . - _ _ - - " <�,;� '��� � N 1� � � -- - - - -�� _ �Fi.�� ^'.y. � V \ .:\ ` ei � . . . . k . � � � pM ,, 0 t I'. ;; _ _ - - �J�r a o ` - . -- , ' aw - - - - _ _ _ - =i�� - -�-��..�.,..�: - - - -- - - . - � . , N s " -����� ` � � �re � ea9i� S!� _ _ � // - __ � � ; O' � � � - _ _ _""� _ _ � � , _ � =.�_ �� ` � v ���` �, '� D , � �,� ; � �� '` ��: �i" /�� ,,'0 73.? . \k � _ . � . . �% � r - _. _ . � � \`�' � - _ _ ' �=_ . . _ _ . _ . � ._- _ - _ ' � . - . �-r'--�'.` , � � 74. 0 : �I ��. � .��. `.1 � � C9. ..� ``\ '� 9 � i' �,�,`�1 �a.� � 1`i i � I _ _ � � _- * � �"'__._- - � r � � -,e c ti'� _ / '�° --� - 7 � ' r - `�h0 �4.0 . � I I �- ��� � . . '� (�720 . __-.. 1 -- . - .. � f �' � - - - - - ��--� �� � - �- - - - - - - - - - * - t . ' � 2 e= _ � . - �' -a ,. :�.- a n .� 2 74.0 � . t ` 7a.0 � � � � - r P`� � I � I t1 ' � � - _ � - i � � Q � liGL � " ° ' / �� 23 I � � 1t .49 , n°/- 6.57Goo d'-' ` / - -- - - - rj � � � � g4 P � � � =ar ,. ' i�--"t- _ i- �- � � � IZ ��` &/'"� g , � , �. , � _ �� - -_ - ( � cn_ ,, i ' I , ` ,� ,, � � / ' / . ' � ' I i � l , 'i � � �k , �,�, � / I/ ��° 'o� '' � � �� , i �, � � � �?0 7�94 � �' � � se.r 2 (^` '�t� `l i I �o.00. I � �I � \ 1� 'j /', . � �� � �°� ,' � I` , f I I . . , ' / 6 � i , � �,�.'1,ry l. I ' . . . � �� I � � r- � � '1�� - ' � i � .. �"= , i � �r � � � INVERT TRENCH GRAIN = 65. 33 \ � Ox 6�.� � .v 1 I � � � ��, F � - � � LSX � �oM �'J� q � � � \ 5t9PE '-iR£NCH'I DqiAIN AT iS � ' �� 210 =a � � • . (l . . � � � 'i �; � }r � � . - �I '- � 91 .79 �. � � � 6aoer '� '+ .y� - - - - - - kYERT 7RENCH DRAIN = 64 33 �� � ey? ' '�, i i� � �o i � � � \:�9 . � co,ee r'� , � � �'� ; �� � "',� ' AUSTRIA HAUS � , ` � � +� � � � .� \ i `O� 6 w�{�TE ELEY - 65.0 � ^ 91n '` '1 1 ,r� i , SLOPE TRENCN DRAIN AT t � � V , 6 .S9 r, i7 i 66.69 � + F' 1- p. 6$.67 � � I � jp 6J . � 6��5 . . � /; ceu � r � � GA�AGE � � � ! �� � 3� ° 5a.a � � ` Y/� ; l 1 EN Y � GRATE ELEV. = 65. 0 I " + ' ��C �' bo� �' - _ � � � TRENCH INLET ELEV. = 64 16 - � � • 1 p� Y . . . . . J. _ _ _ 8" OUTLET ELEV. = 63. 33 , �l� � � � - �/ �_ 3. . '� �� 60� �J ��8 ys � �' ow ` ce57+ � . " -� °- - � SNAPE & LOWER BOTTOM OF TRENCHES. GROUT � , t , , � �y ' ` o h� NEW 8" OUTLET PIpE WTO TRENCH INVERTS. ' � �{ 1 � ` � ` ,� � , .f \ �.� ., '.' � �. , 0' ' � � 7. �s _�$ �.' �� �, �. � j ' � .\ cs� t s � 78 LF 8� ADS N- t2 O 7 .0� $ � p ' , I;: \ ( __ IN�ERT TRENCH ORAIN = 65. 16 � '�"� r., � 4 � � F iN� i aL� 8' 45' , �NVERT TRENCH DRAIN = 65.33 74 C -' �. ' � � ,r -� � � �� r--- - -- K' a� ¢� . . �! �� "[ r I„ \ BEND & CLEANOU7 . � � � � � ' � � I 20 l.F. 8� SOR35 PVC O . ' R' 2 0 i i0 5 il � � • � eP � , - 6aoz � ^ ,� _` , .za�: � 3 20 74.0 74A ' " � I ' � �, ll � � , � _ _ _ --- _ - �, o C� ll - - - - � � �N 9 LP 6" SDR35 PVC O 2.07G � � � _ - _ *1_ - - - - _- - -- - - i �-. _ _ - - L - - - - - - � � • 73A - - - � � _ , `�� p1 Ft . t .� as WLET EL. 62.47 J � � �� � ��- �- � 73.0 . I' � � �� � � 6� . �Oytie,�p '' � � � - - - - - - - - - - ' � _ � - - - - -_�- -- - 1 � 730 � � � �\_ _ _� �- � �- - -� � , � ll , 4 _ - - ��- - I � �`b FOUNDATION GUILINE. TYP. +� �o. _ - ' �, : � _ � � ` O _} � J ll -- - - - - �Z- - - - - - - - - _ _ _- 0 PERIMETER DRAIN AROUND FWNDATIUN TYP I e6s3 Z� � I � - - - - - - - - � -- - _ -_ _ - . i � + ���� � I � 17 ' x 4' SAND 6e OIL INTERCEPTOR, SEE DETAIL I� � - rL - �� � INVERT EL. 58. 0 TW71 .5 � \ 'si.o, � _ - -- _- - _ -- _ �- _ =- - = - - - - _ � _-_-. -' ?w7t 6 ` � 1 I � � -- - - - - - - f � � � � � I 32 L F, 10" ADS N72 DRAiN Q 3. � 9. BW70 BW70 68 � - _ - _ . - - - - - - - - - - . � 1 OUTLET EL- 62.30� �_�__:. . ,� „ �� � �• .,� � a �\ ez ' � - _� - - - - -'� . . . �.� .1 . . . .. . . . . � . � \ \ �.. . - 71 .2 _ J 6 1 oo" _ ___ - __ -- _ . � , p - ' - ' '� \ - - - 0 �l _ _ ---- 1 b 7t _2 � " 8W65 � � \ �9+ TW65 �� TW64. 5 TNK>4 64 TW64 � TN i g - . 6S TW68 �� . TW65 � . \� �\� TW68 3 B - Bw62 BW62 � . \ }%. � �J� � " - � -- -- - - - -- - -- -_.`' � .�- �1'n�:= 7 �JCATIGN �5F C� vERLJOK .�i �. ' 6 7 BW65 ' � �� - SW66 ` _ . -� `_ �0 _ TN60 -"' �_ � ` i_ _` ` �--- - - . � � �f'- � PnTH TO BE DETEFM�NEG �N ��,, e � FlELD N9TH TONM OF VAIL PER �� �vNEi_ �� 37 LF. 8" ADS N - 12 O 2 Ox _ - " 1W60 �/ \� INYERT OUT = 61 . 56 - _ .^-- - -- - , - -- - �.-� - � .. � -. �. � � � _ � \. 4� �, _ .. � RIPRAP 4ROUND OUTLET . \ .� _ _ _ '' i \ \ WITH 12" �1L�MIKAtTFbCK - '"r -- B� iNVERT El 57. 0 � � .� 6S � . �� � � � � � - �y� � �� ' - kIPRAP AROUND WTIET � ��� �Wg� /" � _� . ____ _�� - - � 7 � W�TH 12" NOMINAL ROLK ` ` ��\� ,.� -- � � . / - . \ �� ' .�-� � -- � _ / � ` � �� / . _ - - _ �� \ \ / % _ _ _ _ .�l _ _ � __ � �� � \ � �� % - - �- �n� � � ) R E � \ _ i�, _ f- � EDGE �h �'REEK � � - - -' � EXISTING CGNTOUR _ � �REEK � , M , �3 \ . 1 � " �=` PROPOSED CONTOUR / / � PROPOSED PAVERS VNTH SNOWMELT � � '7�+�„r.. ' . c `20XIMATE � � � � PROPOSED MANDICAP RWTE \ .v,.i_5 Yi rP .,p-YEAR / . ``' �.: w F , � �ec.sns!�y►'°�'�ar.y. . ' _ - _ �CD PLAIN / � - - - - - - - PROPOSED SWALE � - �`_ '-. . - KEYNOTES . (�� PROPOSED BOULDER WALL i INSTALL NEW 2 FT. STANDARD CURB dc GUTTER. 13. THE LEVEL OF THE PILL iN THE PLANTER AREA TO BE DEPRESSED 9E�OW RIBBON +�i.e EXISTiNG ELEVATiOn GURB & DRAINnGE AILOWED TO DRAM TOWARD STREET. O KEYN�TE 2 . SAWCUT E7(IS11NG ASPNAIT, MATCH TO LIP OF CROSS PAN. PROVIDE 4 FT. CONGRETE � � rROSS PnN nCROSS DRivEWnr ENTRANCE. PROVIDE CRACK SEAL nT SAwCUT. 14 MATCH TO PLUMBING PLAN. ! � HP HIGH PC�:!y T 3 , CONCRETE DELINEATOR STRIP. 15. POSSIBLE PAVERS BY THE TOWN Of VAIL. GB GR.4DE BkEak ; -- - - - - - - - - - 4. INSTALL 8" RIBBON CURB ARQUND PUNiERS. GRAOE TOWARD PLANiERS. � 6 EXt6TING STORM GRATE. 3 t0 3G/97I RE �a�i DE � . TC TQP OF CURB ELEVATION 2 �0/2?/9 ? ARCHIIECTS COb�M�h � i �H 5 INSTAIL CONCREiE STfPS, 15" TREADS, 6" RISER. 17. REMOVE INLET. GROU7 END OF EXISTING CULVERT. • BW BOTTOM OF WALL ELEVATION 1 �6/16/97 TOWN CF ':AIL COMMFNTS PAM 6. REPLACE EXIS7ING STORM SEWER VAULT NATH NEW INLET. SEE ELEVATION 18. SAWCUT E%ISTING CONCRETE Qc MATCH EXISTING PAVEMENT GRADE. SEE GENERAL & UTILITY NCTES ON SHEET C. 3 . � INFORt�ATION ON SNEET C2. TW TOP OF WaLL ELEVATION NG . DATE KE � JGN BY 19. GRADE NEW PAVERS AWAY FROM ROADWAY. DRAINAGE ALLOWED TO PA55 1HRWGH 7 . INSTALI BOUIDER LANDSCAPE WALLS, TYP. OPEN AiR BUS STOP STRUCTURE � � �� � � D�RECnoN oF FLOw PIERCE �E'� ERBER!; ARC� ECTS � v'Ai � �_ �IORADO � i 8. PROPOSED BUILDING OUILNE 20. LIMIT OF NEW PAVERS. MATCH TO EXISTING WA�KWAY. - - - _ - - - - - EXISTING CURB dc GUTTER 'R ' 21 PROVIDE 6� � NOMINAL 9ZE R�PRAP FROM LOW POINT TO EXISTING ROCK CHANNEL. ���C°e�' AUSTRtA HAU3 9. MATCM EX. PAVER PATTERN & PATCH BETWEEN EX. PAVERS & NEW INfRASTRUCTURE. - - E7(ISTING PROPERTr uNE �- 10� USE CAUTION ADJACENT TO EX. UGHTPOST. Z2. KEW PIANTER LOCA?ION _ _ -- - -^ �;I� �� _ PROPOSED PROPERTY UNE - 23. PROPOSED HANDtCAP RQVTE TO HAVE NO GREATER THAN A 276 CROSS St.OPE. T1'P. 71 . INSTALL 72" R�BBON CURB, SLOPE AT 27. TOWARD DRIVEWAY. . � � � GAADINC 8�1C� DRAINAGE PLAN 24. ENp THE POSSiBLE NEW PAVERS 8Y TOWN OF VAIL AT EKISTING COLOREO CONCRETE. FIC:�I COIMTF�SY ENC�PEEflNC3, HIC. t 2- INSTALL NEW 1 FT. STANDARD CURB & GUT7ER. 9Y3 COOPEf1 AVEM� ----- -- - - -- - - - 25 AT- GRADE PLANTER - - � �L�M►ppp SPRhKig, Cp gigpt DES. PAH CK � r� � ��_ n � I - � ��-- � �cR - o + (970) �-es7c nR Fnh � arE � o,�o� ; � � j 97072.01 � ��- C1 1 � � ' _ �l . ' ' " ' ' _ " _ _ __ _ . _ ' _ . _ . _ � . � . . . . _ r _ . . _ j . . . _ _ e - - _ . - . � _ � � _ _ _ 1. - . . �� . � . . . • / �y � ' • .� \ � \1 I/ / GRAPHIC SCALE �, I ,o s � � �� ,: � �� -- - ( CN FEET ) � , � � 1 inch - 10 ft. _ :� � i i " } ', r , Tn � �:- G0, �.�aT 0 EXISi1NG CURB '6P� � & GUTTER & SITION INTO NEW 3 FT. CONCR CROSS PAN � eee SAVtCUT EXISTING ASPHALT & MAT�_ H _5 ,,.- o^'by' TO LiP OF NEW CRO55 PAN. " ,? > za �76-78 ¢ 1�*G �'� \ ' < � 7683 09'sivi ♦ 7EJ8 IR = i02.00' `� 74.� \ IL �_34 t8' t1& 24 �,,. � SAWCUT EX�STiNC AS ALT dc IAATCH �5t`\ ^r, � TO UP OF NEW CROS PAN POSSIBLE NEW 6° CONCRETE ` N a ° �75.eo STRIP 8Y TCWN CF VAIL � - � s w 73.4' \��-� _ + 76� / POSSIBLE NEW PAVER L�CA710N . . BY TpWN OF VAIL. n.o' { * � ��4• n � �. ��� �za � . � - � t :;6 ' \; ��e,q, �o � 5�` 74 7< V 'S°` ,� � � 6� 0 4 �, r '�b . ^Fj00 1� . . 'l �O O E % �rv � - �� 6 ! �se - : " ' '�G 0 n �ae� 0. 5' . ,e�� + �az 2� ° � � E,�ST' MEADpyy pR►�/E � ��� �(L - - - /�, � � 75.35 � . 00 � t �s �- ���f �- __ G N '-'r. � = D�'•2'�" o .W ��0 1;�'., ��7 ' V0`r _` � 95,�. � 61 n op R � 20200� � Of � 72.54 � N n .� + __ k� � - � � �� � - �s.er Noo '° � w m � � r : n.s� �� z� �i _ o - = - _ _ a a+ 25. 5 REMOVE EXf , i�, �Er v ' _ � '- fi 1 -- -- -75.02 ' . � . '1N a z , , "' c'' N m � n c � � � + = � {' N tO �"` n _- � / ti� W INLET & i:GNNECT � � � xl �_. ilt�C _ - �+"tR '> � � 1 . `n� . ' � ' ' - _ •�l __ . 'CG 1 \ (i �� w � �n n = OIT 'SS" + n ,n N ° �� P 11 ` I� q �o r� I 16� � � c.+ <L = e u � o^, R � 20i.00� N � " = � o � + o � oa ' � FkOM ?HE SOUTN Q¢- FO THE EaST TRANSITIUN o :o V wm G 0927'J .' o � ' 'o, :.�. O`� 74. _ 1 � = � �it.60' ho 2��� '�? + '" 'O " o� n .��` �� �' no • ARCUNG GRACE F3(OM FLOWL'NE ELEVATION 0 �� . _ _- � A o � h m r rn a } R 88 .�0' �'1 r. 70.35 . `� "' ��- _ 7�.'L� ' 'l a z e: \ ° T n .] = Op' a3' n + ♦ tl z �. �c � T ,� N O ' � - , . t . . - . . SB3'GO'SYt z .:'� ' �SG � Y ti R � 1M 00' u �G � � W o a � � � + \ '� � � C � a � � "� t 12.69' _ $� � BA ., H 0 EX15T'. �y(. .afj�]� INf IV � FL "� .' . O � .. . . O . ' =_ 74?ti . ' } . .. a 1 � o � `l = T?.56' tP a SG o G = 215 �'09' / + A.91 0 ;�J U k U I R = 90.00' � �'�' �� ..� . . . . - ,`h- ` 6 . . - '1 ' � � < ,., ,`� . z �, i � . ]395' I 89.9 � F , ', tG . � �] > � � ' � Q 58%'�Iao'E 3+ �0 361Y ' �.�. 9 58:i33'S9'E '- � tT a9 G0 . . 1h � � � 1` c� . � �a.2' . .`!+' ,�k0 - . � ' � 7L�a N GOSa� 4 yq.�'� ,'r \ a`� ! ',� ¢}�O X, � / .. iE:°f !\'�6/�'�;�� 1 '�O 'F . I � � � � 72 �' 7t . � � 710' ��' h � �." � �k' � � i ' �� . � a ''f S � _� o �� •�?. %. !�' )�.77 . � . � . . � � V' 2 X � . .. <,,, N� '. i � . . T 1a , Q6� . ^ � � ��< � � �Q �9 7,�� tib __ ti . . q . . . . . . . � � . �� oh �6 j �i/� .%, '` � ~a , ,tt - ^p - � . - � , . . �� K1NG M ^ap� ', � ' . , tgL p.6Jx ^� U� . C��0 .� . �w� . � - `, 3' �� . . � °'1 6h '1�`� }' 71. 75 ` � . �, - �� ' 70.+ iC � � � � � � � L504 ?0.16 ., t y � 21 M , o� �, '' � � - . n.as a°` �; i. _ ,.c � � � J� 0 � � . . y Z� � \ <^ ��� k � r � _ .� ` �, �M R � °' �h �L �e� `a .- \ � , � 4 k . \ . ' k EE i; � ek . �p . � p�A 1'� ' _ � o. f0� �` . . �� � ^ - j � \ �. � . . � � ' � � - . . _ s ��% µ 3.y� _ ^,�0 {� \°v �3 tl ,Y �e' a D ` 1` ' _ . Za� �' �' �.. �,�t � A '_ ' -" :, n�` '� �� 6S .� -- '�. . J� m'� � � � 1 m 72 Ye . , �7��S ,."� � _ _ __ . .._ � r---- ^-� � �I1 n _._. _ � , . � �'�a �O�°` ¶ r +`�� Rd� 1'� ���'k _ ' : _. . - � -_ ��. ----- ''=r--- __ _'. . _._,_�_, ._ -� � 9� . ` `--�. � �� , , bZ. �'_ . �, "_- . -�_ _ q� _ - - - - - 7.y 0 _ ` -. . . . - 1y ^h� - - - A �-- /���' /w _ � - � �- . . - _. .� � -�-� -. - _ - _ ��`'� - - � ✓ ` � /� �. ' � - "}� � � , // -� � D ' I � - - - - qa . . .- _ - - _ _ _.�- _ _ _ -��} __ _ ``-=. _' - ?.i%_�y ` �_�.--�M--'r"'� N Q x 0 � ni - _ ; � � ,y . 69.71 � � �1 � �� . Ru � � " �'• . ' 4 A�1 r _ - - - _ " _ " � - � . _ _ - _ _ _ _ - .. _ - � _ � �� � 2N1 . " � u '4 � * �M t;.9.? 2 (�. � �` / �' � - " � � � _ --� �/ � -1 C� _ _ "i l 9 . I . � '� '�/�y ` +� ; �, �i 7 -' . �i � ` ��_ ` - . - ' - _ . . ^' ._4-��� � � � '1`L- __ 100 _ Y . . _ q'o2, 1 i � - - �-- _---fr-- � � � �+ �z o - _ - _ -- -- �� � � • � ' � 69.65 '` ,4 � '_ ' _ . ' _ , el° I r _ ,� y+-_ � n I � � �� � 74.0 � � -� �4A � 1.�� / rn.° b��s r� � � . _ - � '--- - 11 _ . _ I _ ' . % ?�1 \� ,. � . � � . . . -- ` - - - - - -- � � �i � ' 149 � , �oo " �� . � � � � �� u �/( ' I �' � � � 'n\ / i '/l 6�� "^�o I ' I �L /� ^ �� ' /:� �`� I � � . � � , ���c � 1 ��y r- �Ch°J ���_ ,' Z Z niySl � � W � � � 30.00' VC � Bt85 jOQ + m PVI STA = 1 + 50 x � n P`A ELEV = 8175 y8 � ,`�- � ° � 20. 00' VC � ? � u � c� i � � '" w + n � � PVI STA = 2+ 34 ; � o o a S � `� n PV� ELEV = 8173 63 � Aie01 ± � z a �n '- m . w a , 9, a � � m i c�'.� N N ri � a . a �' `° Z � � ,r ajW m � j v ry n + n , Ho � Y, � v � i!� J Z W 1 N N n W t � �[j 1O � �1�� W - - - � �ar • `EXISTING PROF�LE AT NEW fLOWUNE j ; :n w ;I � �� z �, Z � -- - -- .. . . - � -- c� , - - - - - - - - r _2.809. m m w � � .bv, w » F �: 8i ': � - - -- - - � ep �=w � � X s 97`- � '- - - - - - - - - - . .- - - � -' � -' r � `z-' �'' �� \- FROrG�� D FLC,w! �N �_. FkO�n_E - - - - -- - -- . . -- _ . . _ - _ --- -- � - - JZ ¢ ZFS ~ , -- - � ; c � v+ ` ,- __ ___ _ 2 W S X :[ � - - --� (3�7K - - - - - - - - - - - -- - - w Z : w w � ? Bl 'G __� - - - - - - - - -- - -- - � - - at 'G 1, - I crALE 7 ' = i0' HORIZONTA� f _ `. t " = 5' VEF?iCAL � + o. '. i` `. �I � ° ' 6 =. L_ _ J - F �OwL1NE ELEVATiCN EVERY SC - � o �o n � .� �v �v = Ni :y o � r r h .. 6l 'u� .. OD �C �- . c o z +no � + ����: a+oc EAST MEADOW DRIVE FLOWLINE PROFILE THE CRO55 SIOPE OF FA� T MEo[���9W pPIVE vaR�,ES THIS PkO��LE i5 6ASED ON THE TrJWN jF : AiL N� TA_L�N'� a. FhJFF: ';� �� r�iiN J�' TF- : CON�TA7vT 2� ':iiJ �:S 5( p� E LEC�ND ' � -- - ' EXISTiNG CC�N 'C��VR � PROPOSED CONTOUR PRDPOSED PAVEkS N1TN SNOWMELT i. � PROFOSED HANDICAF ROUTE -- - - -- - - - PROPOSED SWALE i ,\� PROPOSE� BOULDER WALL I � �_�� +�� e ExiSTING ELE • � " `n � �E,�`,�� B I ; !�P HIGH POfNT I I - - - - - -- } , GL GRADE BREAK SEE GENERAL 3c UTiLiTY NOTES ON SHEET C3 . i �_ TOP OF CUFtB ELE'V.4TION - 1 70/P!�� ARCHITECTS COMMENTS r'Ahi , I BW BOTTOM OF WA�L ELEVATION - - - NO . DA1E RE J� Sr�N EY TW TOP OF WALL ELEVA?�ON '�� PIERCt �E �.,ERF.FR !�, APCNITE ( TS � DiRECT10N OF FLOW ,�. -t, - VAIL i, �__ U-< � �� � - - - Ex:ST�NG CURB ec GUTTER "'t3M'�R""� �� AUSTRIA HAUS -- - - --- �xi ��TING PROPERTY LINE . _ _ _ ,J �II�,� - - - - �ko�, sE� aROP�� ,Y �iNE _ �,_ EAST MEADOW DRIVE PLAN and PRORLE HOH COUMAY ENC�E�iING, NC. 923 COOPER AVENIIE - - - - T -- C3LENWOOD 3�lC)S. CO B1QOI DL`; PAI, CK FII ;: n. ; I � H �. E ` (970) 945-8676 - - - -}-�- - <,R - _! I GR Fn . � G� qrE ; ; , � . - � 97O7Z.OI � CZ - - - - - - - _ _ .� T�}- - - - - - - - - - - - -�� _ _ - � �i • i - - _ . . � _ - - _ _ _ - _ - _ _ - _ _ - _ _ _= - s _ _ _ _ _ � _ - y � . .- _ 3 . � � � � • • � . � � _ _ . --'�`� _ _ ._ _ _ - _- _ _ _ _ - _ _ _ _ _ _ ` .- _ _ _ _ _ _ ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ i L - ' - . �� .� !. � 1- _ - _ - __- _- _ _� _ __ - - _ _ _ _ _ � � . - � . - _ _ _ _ ' _ _ _ _ __ _ _ _ _ _ _ _ - _ _ - _ _- - • ` -�` � � .� � �� - ' _ _ _ _ _ - - ' _ _ _ _ _ _ _ ' ' ' - % � , GRAPHIC SCALE ��;�. ,;\ . ,o � :�. <� ;`. \� - - �, ' ` - - - --� J I I � iN FEET ) � � /� LUCA ?E EXiSTIN`.= l2' W4TEn IdAIN . PRpVIDE NEW � �� 1 1[1Ch = 10 :t � 12" z 8" TEE WITM THRU�T RESTRAINT ANU PROViCE NEW 8" WATER SERVICE. � �\ ° � _ � \. w � � . . _� � w i - --- � -. _ - �- - - --- �- -- LEGEND i - - � -- - �� _- " � - ' --- ` _ �XL�IL�lSz PROPOSED � �; . ,.� `�, ,� - - w _~--_� ?+oo -ti_ EAST M AD4W DF�IVE , � : - GAS UNE --� �-�- ` �1'_�� �� WATER LINE -N tlV W! `� � � � ` - LOCATE EXISTING FIRE HYDkANT -__---� -w w w- ��\ I E � �_�� -y`�` 7 � � SERVICE INSTALL 2 45' BENGS WIiH - -- ^-`-�- i TNRUST kESTRAINT P.ND RELOCATE 4AIS[ EXISTING MAhHOLE RIM FROM 71 . 1 TO 73.37. � - T t r - TELEPHONE UNE -T T ' � \ �~- E -1^--`,� ��-"�� �-���'� T -��_� w FIRE HYGRANT TO LANDSCAPE AREA. EX. INV. = 51 7, nDG NEW 8" SERVICE THROUGH � ss -�`_ £ �= T - - wv N IO.t0.F1 E Q8233 � sioEwn�� ov ExisnNC MAN:�OLE, �NV EL 589� - E E E ELECiRIC 11NE -E E E GROUT X. SERVICE LGCATION . CABLE TV LINE __�_ � �-��'�` � ",`�-- � w w x� -_`�� SS �'�-���_'�___ � . � w "' '�-__ W LOCATION OF -c c c I '1�` � `----_._�_ ---k�-��_E �'----- �' ��- W RE�OCATED 7RANSFORMER � ', � , � -`�--��, gs c _�^-_ ��:' f E 3+00 "u "'s 'S5 SANITARY SEN'ER -SS �S SS ' � � �"'�-- ss SS c ��"--� F _�_ r .��1` q+ 0p TELEPHONE & CA1V -TC TC TC E T - ', t . . . � �� ` �_ � _� - �"�'^ 7 - � - \ OO SEWER MANHOLE _ . � � 11 '� � � _` � � �_ f ���- r � ' � REMOVE EXISTING STORM MANMOLE . w,,; �, � � T � EL. = 70. 16. INVERT IN = 6`. SE , INVERT � G �`�_ u -'-1��_ E � CONSTRUCT NEW S?ORM fNLET GRATE pQ WATER VALVE '� _ �1 � � ss ��--� - _ _ _ __� � � ` �---'-- - � �--�-__ C � -�---�_ E ' "�'-�__ T �r � OUT = 65. Sit . SUMP EL = 6451 s� FlRE HYDRANT �, \�\ � � /'/ ; I f/ ___ N 77 LF 8" SDR35_P C`- � �-`'� S5 1�� � � E 'V� EIEC. VAULT TO BE BROUGHT Q LIGHT P05T \ / SEWER SERVICE � 2 �7. -�� TO NEW GRADE. � EIECTRIC MANHOLE: I r � . . 11 " . `� . I � USE STAINLESS STGEL STRAGS. � , ` ,_,T'`T_'�-_�` E � . ',I , '1 � � . G . . %� , ; .. -- - _ _. " _l _ . gs '"�� y� p � ��� � FAVERS WI?N SNOWMEIT -- � ss �`_ CURB & 6UTfER / � - - ' � � - .. _ _ _ ��1.'_� j��- ' - -- . _ �� _ __ _ _ --- - - � - - - - - - -� - - -- - - - - _ _ . _. __ - - - - -- - - _ - - � sc `"_--__-� ss � S . . - - - - - - PROPERTY UNE - � - ' T � � REMGVE EXi571NG FI EI, _ , _ _ _- - - - - - - - � ' S - - - � . I � HYpRANT AND `JAL � � �_�-` u PERIMETER DRAIN i . � =. � , ' , I \ �� � �` - � I G / i I \ ( _ . � . -- - _ - _ � ; � m � . � . � � STORM SEWER INIET � 1 f � �/ . � �I �_ . - - -- , . . _ . - --�J � � I � ' �, \� ��EXISTINC WATER SERVICE ERTENp NEW GAS SERVICE FROM � . � " . " � 1 � �� TO BE REMOvED EXISTWG SERVICE. TERMIN?TE CONhEi; 1 TG SEWER SERVICE FROM PERiMETER ORAiN AROUND � ' � � SERViCE TO EXiSTiNG BUC_�iNG GUT OF BUILDING iti � EL = Sa_ 25 POUNGATION , 7vP � � � �- � GENERqL g�ld lJl'WTY NOTES+ ' i AT NEW CONNECTION . i, � j �-' .. . t � /, , � � � � . . � . /��� �\ 7 . EXIS7ING CONDiDONS PR0�IDED FROM THE 'TOPOGRAPHIC MAP OF AUSTRIA � . NEW 8" WATER SERVICE LJCATE 8" �ALVE I �/ � I// �� . � � HAUS' BY PEAK LAND SURVEYING. JOB N0. 89 OATED 8/5/97. � � 2. 100 YEAR FLGOD PLAIN LOCATIUN FROM ABOVE MAP & PREPAREG F�cJM � �� AT NEW RIGH? OF WAY- LOCAl10N . MATCH �� �� INF�RMATION PREPAREC 8Y H�'pR0- TRIAC LTD. DA1ED MAY, 197'. i -� GAS ME7ER LOCATION TO BUILDING ENTRY AS SHON'N RELOCATE EXISTWG TELEPHONE PEDESTAL // 3. THE LOCATlONS OF KNOWN UNDERGROUND U1ILITIES HAVE BEEN P�UTTED BASEG uN � t" ', I I ON MECHANICAL DRAWINGS. & SPLICE BOX TO NEW HAND HOLE. _.--� UTILITY MAPS. CONSTRUCTION /DESIGN PLANS, OTHER INFORMAT1pN PRO ',�DED BV � -% 1 _ 6° SCHEDULF 40 PVC SLEEVE � 30� BELCW FINISH GRADE i� AppRCXIMATE LOCATION I � , . ' � . 4� UTILITY COMPANIES, ANO ACTUAL FlELD LOCATIONS IN SOME iNSTANCES. THESE FOR NEW GA� SERVICE. mstall PULL LINE IN SIEEVE OF EX ELECTRIGAL _ _ - - - / UTiLIT1ES, AS SHONM , MAY NOT REPRESENt ACTUAL FIELD CON�I110NS. iT IS THE �i 'i � '.;, . - - ; FSCO WILL PR0�1DE ELECTRONIC V�CA7ING DEVIrES Tn BE SFLICE v,cUi_ 7 '" INSTALLED AT THE ENDS OF iNE CONDUi7 / RESPONSIBILITY �F THE CuNT�aCTCx2 TO CONTACT ALL UTiLITY COMPANIES FC�R FIELD � I � - - - - EXISTNG "fELEPHONE PEDESTAL, & ELECTRIC " r- , LO�ATIONS OF UTILITIES FRIOR TO CONSTRUCTION ANC TO VERIfY LOCA710N AND DEPTH BEFORE WORK BEGINS. THE CONiRACTOR IS RESPONSIBLE FOR THE PROTECTION � � TRANSFORMER Tp BE RELOCATED. ELECTRIC � \ ' . ` OF ALL UTIUTIES DURING CONSTRUCiI(NJ. � ' VAUL7 TO BE BROUGHT TO NEW GRAGE ' \ ���� ; AUSTRIA HAUS ' \, 4 ALL EXCAVAl10N FOR RETAINING WALLS. U1ILITY TRENCHES, ROADWAY AND - � DRAINAGE FAGLITIES SHALL MEET OSHA REOUIREMENTS. � TELEPHONE & CABLE TELEVISI6N -� 5. ALL CONSIRUCTION TO BE IN CONFORMANCE WITH 7HE LOCAL GOVERNING ENTITY; � SER`.10E IN CONOl.�1T UNDER SLAB \ RU�ES AND REGULAT10N5. � ' � 6. COMPACTION OF ROADWAY MUST BE ATTAINEG AND COMPACTION 7EST RESU� i� � ' �� '. � - � � . j� / SUBMITiEp TG TUWN GF VAI� AND n-IE ENGINEER FRIOR 70 ACCEPT0.NCE 95% � � "� j STANDARD PROCTOR IS RECUIREG FpR ALL ROAD CON�TkUCT10N , PAVERS AND TREI��.H i BnCKFiLL UNGER ?HE ROA�WAYS, UN�E55 G7HERNA�E N(�TEC - - - -- T� � TC . '' - -- - -- �- - TC � - � --- - - � , TERMWATE TELEPHONE & CATV T� Tr TC T� ' " � ; � � 7. ALL UTILI71E5. BOTH UNDERGRWND GR OVERHEAD, SHALL BE MAINi4INED IN TC CGNIINUOUS SERVICE THROUGHOUT THE EN71kE CONSTRUCTiON PERIOD, EXCEPT AS N01EC IN 1HE SPECIAL CONDITIONS. THE C04TRACTUR SHALL BE RESPON518LE ANO '�. \ � ��;' , �SERVICE IN ELECTRICAL ROOM T� T� Tr TC �` !_IaBLE FOR ANY DAMACES T0, OR INTERRUPTIpN OF, SERVICES CAUSEU BY THE / 1 � � T� �-- TC T� _ ` L -� -_ _ NEW ELE�' TRIC TRANSFORMER LOf�AiION _� �� '- JNSiRUCTION. -- r�_ 8. THE CONTRAC� TOR SHALL CONTAIN HIS CQNSTkUCTiON OPERA710N5 TO iHE AREA `` - L, � I 1 \ WITHIN THE STREET RIGHT- OF- WAY AND THE AUSTRIA HAUS SITE. THE COhTRACTOR � I � �_ SHALL NOT OPERAIE OUTSiDE THIS AREA WITHOUT TNE PRiQR CONSENT OP THE � � � � � � - FROPERTY OWNER INVOLVED ANY DAMAGE TO PRIVATE PROPERTY EY THE CONTRACT'?R I � � I GUi51DE THESE LIMITS WITNOUT THE PERMISSION OF iHE PRIVATE PROPERTY ONRJER � WlLL 6E THE RESPON �I9ILIT`I OF THE CONiRACTOR. � 1 � i , _ _ _ - - ' 9. ENSURE DRAINAGE AWRY FROM t�:L S?RUCIURES IN ALL GiREC7tON5 _ � 3. 5 - - - - , MIN. _ _ _ c \ . - � . - t0. iT IS THE RESPONSIBIUTY OF THE CONTRACTGR TO ALLOw MOVEMENT TO ALL EXISTING ACCESSES D'URING CON5IRUCTION. -�� 11 . IT IS THE RESPONSIBILITY OF THE CONTRACTOR TG AVOID POTEN7IAL POLLU `i:7ti ` i-\ - --- - -- � I `� ` � . . J � _ _ . _ - - - - FROM CONSTRUC710N EQUIPMENT AND THE STORAGE Of ON -SITE MATERi �'� _ \ {�` i2. SOILS TNAT ARE TRACKED OfF 7NE SIiE ARE TO BE CLEANEC UP ON A REGULAR - PROPOSED SANO & OIL iNTERCEPT��R - `�TIE FERt�AETER DRAM iNTO �` RERIMETER ORAIN AROUN� SCHEDULE. � ' � - - - -- - - (�) �i,- -. - -� -- - � - - - - - - -- - - - - � - -- - iQ" ORAIN LINE :pUNDATION. TYP. i � 1 ?. WATER DISTRIBUTION AND SANITARV SEWFR CONSTRUCiION SHALL BE IN ACCORDANCE � N7TH EAGLE RIVER WATER & SANITATION D�STRICT'S RULES AND REGULATIONS. � � t4 THE CONTRACTOR SHALL AT ALL 77ME5 KEEP TWO FULL SETS OF CONTRACT DRAWINGS \ j MARKED UP TO MDICATE ALl AS- BUtIT CONOITIONS. 7HE DRANANGS SHALL BE \ PROV�pED TO THE 0'MJER AND THE ENGINEER UPIXJ COMPLEtION OF THE WORK . _ � � � � � WFIERE PRACTICAL. THE CONTRACTOR IS TO FROVIOE AT LEAST TWO T1E5 FROIA �\ � , � j PHYSICAL MONUNENTS TO ALL FITTINGS, VALVES. MANHOLES, ANC THE ENO OF ALL � SER�7CE �MES. - I " 5. ALl MA7ERIALS AND WORKMANSHIP SHALL BE SUBJECT 70 INSPECT70N BY ?HE , DISTRICT ANG ITS REPRESENT.4TIVES THE DISTRiCT RESERVES TNE Rifeit TO ACfEP ' \ i0' DRAIN LiNE :EE SH=� ' �._ i � pR kEJECT ANY MATERIALS AND WORKM.4NSHIP THAT p0 NOT CONFORM TO THE • APPROVED DRAWINGS AND SPEGFICAT10N5. � / j � � ' 17. CONTRACTOR TO NOTFY WATER USERS 24 HOURS IN ADVANCE OF ANY WA ?ER SHUT �- DOwN rrORE NOTICE MaY BE REQUIkED FOR �A�OR CONNECTtONS, SEE SPEG cL � _- - - _____ � /� CONDI �ONS. 18. ALL VTiLITY TRENCHES SHALL EE COMPACIED TO 9596 STANDARD PROCTOR ANC COMPAC7tON TEST RESULTS SUBMITTEO TO THE TONM OF VAIL AND TME ENG�NEER PRIOR / TO A�CEPTANCE. 1'\ / ' t9. iHE CONTRACTCR SHALL VERIFY EXISTING PIPE OR MANHOLE MVERTS A7 TIE -iN _-�' ' \ j� POINTS PRIOR TO CONSTRUC7IUN. � 20. MANHOLE RIMS SHALL BE SET AT AN ELEVAl10N RELATIVE TO THE °AVEMEN " �" \ / PRECAST ApJUSTING RINGS SHALL BE USEO TO ADJUST RIM ELEVATICNS TO FINAL GRADE . THE MP.XIMUM ACCEPTANCE VERTICAL ADJUSTMENT IS 12 INCHES. 2� . ALL CONDVIT, PULL BOXES, VAULTS, APPUR"fENANCES AND TRENCHING FOR THE SHALLOW UTILITIES SHALL GONFORM TO EAUH SPECIFlC UTIUTY'S RULES AND REGULAl10NS THE CONTRACTOR WI�L COORDINAiE THE SHAL�OW UTI�ITY INSTPLLPTION WITH: G.45: PUBI�C SERVICE OF COLORADO, GARY HALL ( 970) 262- 4070 ELECTRIC- HOLY CRO55 ELECTRiC ASSOC. . TED HUSKEY (970) 949- 5892 «EPHONE V`."- wf_5T . CARSptv BEl! ; 9?�„ 244- 491c .-�. aBLE 1 L�: - -�ti� - �_ t,��� ; � - rL _ Z< . - , ,a :, _ 55 '�.0 d � �n = ?RErT � _ r.^v - ���.., i_EC ; eZ � : .y ,� _ , . _ . I � _ _'- _ 1 .)C1 . 6 5;E1Ht?� 1.CKVl �. � ELIC TRANS.FURM� :^ � !- AN i i 10/27j97 ARCHITEC75 COMMEN ?5 . F -'�,H ._ 10/�6/97 ADDED OIL/SAND SEPARqTOR, ROOF DRAINC PAN � �� � 1o/ta /97 WA�ER SERVtCE, MISC SHALLOW UTILS PAM rvr UATE REVIS! ON BY ti� PiERCE �.EGERE �RG ARCHIT�CTS �' ` VAIL, C OLORADO � ,��:�z; � �'�''�'�'�"� ��-- AUSTRIA HAUS ��_____�- - _ - �` - MASTER UTILITY PLAN r� co��rrr�r E���c�, r�c. 923 COOPER AYENUE - --- f�BJWppp SPfi1�Ki3, Cp g1801 DES. PAH CK . FILE NO SHEE '- \un� (s7o) s45-s6�s , R PaH DATE , 0 /03;�� � 9707201 � r C3 Fq1R (�) N0. 4 FPDXY CAATED REBAR I EMBED6EYi +e' iNTO cor�cr+�� FOR SKIWAY APPLICPTIONS WHERE MANHOLE AND RINGS I W/ QlOS BENT 90 DEGREES AS SHOWIi ARE USED TO COVER CLEANOUT, 3M LOCATING DISK I SHALL AL50 BE INSTALLED 1 � TO 2� BEIOW MANHOI.E WARP 8 waRP TO CURB BOX 24 �aNS?ION ��oNOE =e� o' uuosnTR'.'c �'-' RWG AND COVER gACK OF MATCH CURB BOX FACE qRE/, ,q00;T F'iRE H`L'RAN'- gpMD BREAKER 4 WL BACK C1F CURB j� ANDNIO UN085TRUCR7ED AREA DN� P0.7EiNriENE PLASTIL (TYP) CU FRCNJT FIRE HYDRANT, 4' c ' �SEE W-i� FpR 4ZING . /� 6EHIND. GRADE AOPE$ AS � � NECCESSARY TO PRONDE UN085TRUCTED AREA. IF TNE U�StANCE 70 E TOP OF THE o ,� � �/FRTIGAL THRUST BLOGK - SECTION 1HREADED PLUG AND C�V �y�R����7Ep TMµT� µ a�Nypi Sh� A � < ^ ° `� , INSU�A7E0 10 GAUGE COPPER TRACE VARE FACE NO2ZLE N1LL BE REOUIRED ON 7NE OPEPAtING NUT � � B e I SO TRAVELLED WAY SMNL BE WD R� TME WATER LJNE DI7CH, /� - SURFApNG OUT9DE 7HE MAIN L1NE VALVE � � . ' � � - � � � BO%ES ANO NE%T TO ALL i!itE HYDRANTS. �� ���� i � � � - CPD-WElDS SHALL BE WELDED AT nti / NFENAH R- 3067- V WATERLINE JOM75 AND FlTTiNGS AND PRO- BREAKABLE FIANGE / � � /// �� � ` i//�\� , /\�\� \'\�':!. � !• /,/��% DEEP TYPE FRAME AND GkATE -' � I TFCTED 'M7M COAL TAR. THE GONiRACTOR 6' A80VE GROUNC I ///// �// // . . \/\i \ � - �ji V/�LVE 80X LID ,°a V I ' S11ALL TEST CONDUCTIVIT'i OF THE PIPE �ND SURFACE ' �//. . / /�MN'11NU11 BEARING j/ �/ � MINIMUM BEARING �\ .�\/�\\ i ��\ y�' � . / � � SURF�CE �REA - � /� � �� d � .� /SURF�CE AREA - . � N � _- ' _ � SO R (FOR .DO PS / 1RACER MRE. I � i50 �f (FOR 200 PSI . \� /� 1 O I • .. ' WTERNAL PIPE PRESSIIRE) � • IN�ERNAL PIPE PRESSURE) Y�� � . � . . . [V � BAp(FlLL, AROUND FlRE � . • , • � � � i /� � j �,. �� �. ��;� \� :.�_�.,.. e e ', �. ��.a� --- '� �/ , • . . . . 7 : -. .� , �.. , . . , CCINSTRUCTIGN �_ Hroa�Nr wo v�v.� i� i ; , / /� ' / '� • � -- � eox w�ni caaPncr�o � `�'° � �� � � � �� ��` i JO!NT REQ�D. � ? I y 80ND BAEAKER 1 MIL %� ` � UNDISNRBEO � / / �� / r � /� S� - � . 1/4' ROAD BASE TO Y�� pOLt£7MYlENE / EARTM � \ 1K2AF 10 GAVGE INSUTAiED AT EACH END , I GRWND SURFA� i PlAS�C l7YP) / `�� /i.// ���i � \ BAp(FlLI. k CWPACT COPPER N�RE O�ER VALVE BO%ES /�' / TO SPEGFlCAM7N5 PRONDE SUCK ON w�aE l.ip OF GUTTER LIP OF GUTTER GUTTER FLOW �,. ,, � B uHe � � a a• >, �;. .Ua� . uwo�s�uaem ,+ I J{R [�Rn� I BENDS PLAN �FAD END PLAN � - - -- I ING 10 GAUCE INSULAIED COPPER WIRE TO SURFACE �• � � �w,� �X M�N��„�, o�£� AT ALL F�E HroR �n PLAN ROLL CU RB L D MRAP AROUNO FUNGE � � ,; .�� � , � CdAPACTED 3/t' SCREENEO ROCK CCMIPACT BA(�(FlLL TO seX STANDARD AND GATE �E SPECIFICA710N5 � / / / i - // j/ NINIYW BEARING SURfACE ' � i vA�T gp%J SURfALE T� yJPP�R1 �¢ 7`(ANSITION _I ¢¢¢ + MnTCr! cuR� aox WATER MAIN ' VALVE METAI TO METAL /��//� . // / NIERNALPIPE PROR�200,P51 CONNEC710N MUST OCCUR � // / / � vuv¢ eox eorrou ADJUSTA6LE � � 36' _- _ ����. � j���� �\ . . / � � �/, �% . � . .. � AT TOP OF CURB �. � � � , ,, /. � LINERANT � '� �� �/. /���/� � �` (2) 22-t /2' ELBOWS a���/ / p aa as' e[r�o �\�\\ \,���'. CURB BOX , / � J6. ' . _ -- _- - ' ' � ��jy .�,�/ � i� _ . . , o 0 , = e '� o , �p ' • " • } o . � . . IM � BEARINC - ;-- I BEIl TNE PLUG. \%\�j \/\�/ YALVE J� � � ; � � ' � � o � . BLOCK 'A1RF��CE AREA - p � 7• , �� . . � EWIRED � � :., iv � - � i�ROUT � i'. . . . � o 0 0 °e . . . . /�/ 4 . .,� eT (FOfE 200 P51 .0 RPE ,. �j�i %i� . ._ _ __ . _ . - ._ . _- '_ _-_ _ i �\, io � CON•^.RE�E THRUST 0 o MHERE R o \ / � . ' y og8e ° ��� . IN7ERNAL PIPE PRESSUREI ! / i r . � � � T[N GAUGE iNSUUTEO � I �%�� ' _ _ �J. '- _ , 2 O' o � � . - .n �. \C`.� �, ' . � � ,�"�,. '� . . • � . . a , . .. DO NOT BLOCK flRE COPPER M1RE 1G �� ` � . � � . � NYDRANT DRAIN NiTH BEDDING '.1ND�STURBEO Fq10W MAiER MAIN Y � �!F CONCRETE �SIURBED./ ' MA7ERIAL � E�Rn� �- ROw \���\ \ i � �� .� �� `� • , . 9LOCK BA� � ��K � ` /:�� caNCae� niRUSr e���, � easf TEE - PLAN TYPIGAL CROSS SEC110N ���\� - � � " BLOCK SPECIFICATCWS . . . . . � � % � Z-�4 � �� � � . . %�����/��/ �i � � .A / �/ ` � . � �/� +- - 3'-6� - � Mrok,�Nr o��iN PiT, MINIMUM BEARING SURFACE ( SF) MINIMUM BEARING SURFACE ( SF) � � � � � � � � � � f� ' 6"0. : 7;4' �LL-7HREAD R00 BLOCIC �-i ������������%�j✓%��/�/��//�/� /j4 � 12�� ` •�. ; ��s F�a F,RE „roRAN,� sn,ui x7 cuac FT ov FOR 2G� PSI AND LESS FOR 2..0 PSI AND LESS _ __ �__ _ __ __ - 6nCKFi�� AROUND � 2 x a oa c: Rmoee e�cK Tc n+e wnhrt i-+/z" wnsf+ED RocK a- �� T�'- ` STRUCTURE TO BE �� KEY wai4 fIRE HvDRANTS SH4Ll BE 9ZE BENDS � pp 52E BENDS TEE Oft � r 'Y'�CEC B��K T� THE b �;K vALVE � �E 11 -1 / 22-t/ 45a gpo p[Ap E � pPE fl -t �F 22-1 /2 45o gpo DEAD ENO W � HAND cHMFED W < � � � &.. A1E �d -,i: 4E5??ZAINT`� MFY E! �; >ED PLA�N Fqt 4ZEE NNE NiT}I 15' E180W waC n�yF,q y,1Sp uq • wTi ^:iR . _ T6�^ltS 6' 1 .3 7.5 5.0 9,0 6.a 6' 1.8 J. i 6.4 � 1 ♦ B.0 6� LIFT_. .. 1 6 3 1 6.2 11 4 &0 (ALL 9ELL FlT1MG5) �� SI�MIT�TI(Mi d51PoCT Q � ^Il� . `� C''�.. g• 13 4.5 5 0 9 0 E.a B' �� _ 10� 1.9 3.8 �.4 11J 9.7 10' 2 t { 7 9.25 17.1 12.0 ,.- z , s . ,05 �93 � 3 , , _- } � 6 � , 3 , �• 2 ,� , GATE VALVE & BOX ASSEMBLY ���, '� ` I I� 18" 4.i 93 9.1 33b 23.8 �6' S.8 1� 6 22J 42.0 29J �EACIE 1nK➢. vuvcF u�D surnMw nsnnc, � ���<C '.; • T�� SLpPE TO 1�FwGtE RnER WeiEa �ND 20' 7 2 11.3 28 0 51 8 36 6 20' 9 0 � 79 35 0 bl 8 ♦5 8 �� , ' ' w+rtanaw rs�w:: I s.:ue 'S o.h 12 `��3 . �93 � i 12�� SUMP � � e SEWER CLEAN OUT ��5' - `' y ,96 , z ;� °'96 , ' j FIRE HYDRANT ASSEMBLY "°'�S ��� Po� �� µD f�- 5 `��y� � � � � � ` � � • n • �l swunw asm+cr evvrto�sa PJ AV �`���" � � � � , � � y � °U 1. FOR 2W PSi IN7ERNAL PRESSURE. INCLUDING WAIER HAYMER , � � � \ � < . - uuc- ' , � S on¢. ? 2 !03 ; y : �!�:. �� � :<?,,!� sr.uE P1TS o�T[�. 1r � Z:03 !9._� 2 uEG�LUC RE57AAIN75 YAr BE USED �M CONJUMCn�JN W7N MR�S'• , . ' � DUTLET P!PE ,. .• � ����� '� "'� a�o�KS �,�„ ��� APVROJAI FR011 THE DISiRICT C O N C R E TE TH R U S T B LO C K S "�°" ` 'Za �b , ' Z ' Z°; 96 $�� 40° 8� ; _ .� s•� � __�e , q�qp� � z �. ,� y'� } AiINIMUM ARE� REWIRED MLL BE THAT Of AN 8-INCH YAIN APPRO�ED� A1 ��1N -T- _ �. �� � ���: 1. ALL THRUST BlOCKS SMALL BE FORMED 7HE MIW4UM 9C,uE. ' J I � C�iE �� ! :' � S i4j I 56 I I iHICKNESS FORY MA7EPoAL SMN1 BE 3�8� PL'�MOO� yi 5. BEARING AREA BASED ON SpL BEARING ��s ✓ .- �" � :�:. � .' : � � � 3� DOUEI_E - IOO�� � II TRiPLE - 1aq.. J� - 3 a�ssuae ar z000 ro/�� .rrnovev. �e .- , I --- - - - --- - i PPE - SECTION A - A SECTION B - B � a , /z varelnnFr+e � � 12' WHERE ADJACENT TO DRIVING SURFACE. 8' WHERE ADJACENT TO PEDESTRIAN SECTION � �Z^ � CURB BOX TOF CORNERS OF �- INTERSECTiON � FRAME TQ BE SET OF FINISHEC q$PERSE L/J10E ROQCS iN rrus zm+E ,\\ , � � BE�OW NGRMAL SURFACE Gk .nDES PROVIDED ROC1C5 00 NOT INTERFERE N7TH \ PROPOSED ASPHALT BACNFlLL COMPACPON REWiREMENTS , GRPDE AND QAwNG AT CE�: T[ R ���F BOUlDERS GREATER n�N+ 18' TO BE RE40YED � SLOPED TO FRAME SUMP iNLE ' iRp/ BACKFlLL ANO OiSPOSED OF OFF 47E. _ A H L � STEP 1 NUM9ER 5 REBAR CONTINUOUS G� JJ ^ � I � _�- � NO ROCK M10NE0 GREA7ER THAN 6' _ __"_ __" " . PO!TETMYLENE �` ♦ �A/• 1 -�� � � �- � a TAGEC �E � / n < ~ � i2' , � � - ;o //�� PAVERS, FlNISH ,RADE OF PA�ER � S D o PAVER TYPE ANO COLOR 5� saea�c�navs vae i PpE PER T�WN OF VAIL SPECIFICATi0N5 / T cwr�cnorr rtcouia�NTs �I' \ ?' rnEr+cn aACKFlU � - � � �AIL BIEND. ROADWAY 80 MM THICK, / 0 BE FLUSH Vr1TH TOP OF CURB � �� _ �„\ _ � _ _ , OR RIBBON CURB y vMIES SIDEWALK 60 MM THIi,K ' / y \\ -;��� � / � � -f � ��/ �� , r% �� , � SLGPE 60{�/Ft. RAIL , , , � 8•• 23•• d- i /�� , �; - -°�, ;s�-L_U_.G , ��`'_��� , !/���i�.',�: � GR EOUAL � CUT 2" FRnM L -a�-- - - \ } - `� � 11 I BuSE CCURSE CONTINUED �� " � � � I 3'- 3" LONG ENDS OF TWO �yl' STRIP ALL TOPSOIL. SCARIFY AND RECOMPACT , � i i NO ROCK ALLOWED � gEp01NG ZONE F�. GM STREET. 6" MINIMUbI SUBGRADE A MINIMUM OF 8" DEPTH TO 557> 2 3�8� NEENAH Fc - :50^� ' - v cxt�n7cp niµ s' ���� � �, �E ��� � STANDARD FRGCTOR. � . -- � � ., 4 1 /4" INLET FRAME i�� STEP 2 „ ��� �.vEU�cµ>oEr aE�nF�o ,� �'�i". ` �; :; '' * � - >_ , ; P�ASn� aaven'n�+e CONCRETE RIBBON CURB � � � � CENTER OF DOUBLE INLET VALLEY INLET i T"PE nieE N T . SAND BED � TR NCH ON S � ' II - s,_ _ �` ` - i , I I VARIES ,, ' . 'll' ' �'� /� / , -- - -- - ----- -_ . • � ' - - --�- - ---- ---- - - -- - �\ �� �p� B�c�c� �� GLA55 6 AGGREGATE BASE COURSE TO BE VERiFiED BY SOI�S ENGINEER PRIOR TO CONSTRUCPON. o ,� - -- - o � . � � -"--'� � P � ov v[ �wanrRV�nn�+ ca��w. �RO�acs�c�� PAVER SECTION� I OV •., O � N Z I I ccv�F�CTCO 3/� / � � - � A) PE�ESTRIAN AREAS & EAST MEADOW DRtVE PEDESTRIAN WALKWAY� �_ ,_ ^,,_.�� T- ,_ -�_,�, � r,�. ti wy" SCREEI�EO Rrr.K --_ � . . i -- - I . W CDOT CLASS B CONCRETE � � �„ �%�`� I eEppnc 4"x8" HERRINGBONE PAT7EkN z SOmm THICK ON 1 - 1 /2° �AND BED ON 4" � � �p FcLD INS7AL�ATiON - FO�YETHYLENE NRAP CLASS E AGGREGATE BASE COURSE COMPACTED TO 95% STANDARD PROCTOR, 1Q: 1 SLOPE � � ° � {II i �� � Z� MRIERE SPEC�FlCALLY REOUIRED FOR iqL AVPLICATpNS, PER EAGIE VALIFY wn�x wsrnicr. WIiFi SNOWMELT PiPMG iN SAND BED (WNERE OCCURS) . MIN. 6" � / � �� }1 � � � S1EP 1 - %.ACE NBE OF POLYETHYENE YATEMAL GN PIPE PRIOR TO IOWERMG IT INTO PLACE H - /' � . A� j � s�a z - Puu n�c n.�ec o�cre n+e �+cn+ ov nic wre. r�vc n�se ro viae �r ,iaNT ra.o � � E) DRiviNG AREAS I 'NDIS?URBm� - � � " ' � MA7ER1/�1 AROVNO 1NE ADJACENT SPIGOT END AND NRM WI11'1 TAPE TO NOLD 7HE ' SidL J Ou� ' pO :� -'S � ' PLASTIC NBE �M PUCE • • � o � � 60mm KEYSTONE (UNI - DEGOR ) ON 1 " SAND BED ON 4" CUNCRETE SLAB �MI7H � � � � �- - - SiEP 3 - OYfTiIAP FIRST NBE M7TFI ADJACENI TUBE P.ND SECURE MTM PLASTiC ADHESI�E TAPE. ` � / �� �� ��iJj,Y�/�� i h1E POL�£THriFNE NBE YA7ERIAi CO�ENMG n+E wx v+nu e[ �oos[ E%CESS NhTFAIAL �` SNO'M.AELT PiP�NG. ON 4" CLASS 6 AGGREGATE BASE COURSE COMPnCTEU TO 1/{ U.C , SHALL BE NEATLY ORAWN UP �RWND THE PIPE BARREL. FOLLED ON TOP OF PIPE M1D TAPED � � , �, . '\\�,` . � 9S� STAMDARD PROCTOR. B_ M� IN PV.CE. � e!PE SUBCR4;iE ' � -y-e'_,Y- 8• TRIP AI.L TOPSqL. SCAR�FY AND RECOMFACT P A VE R S S E C TI 0 N PIPE BEDDING ZONE �;eGR�CE a MiNiMUM CF 8 QEPTh+ TO 95% 6" CLASS 6 AGGREGATE BASE COURSE OOiFIED PROCTOR COMPACTED TO 957 MUDIFiED PROCTOR CLAYEY BACKFILL , � � WIDTH HEIGHT N .T. S SEE SOILS REPCRT fOR BACKFILL � i REGOMMENDATIONS . ��� �� �� � � 3 FT 1 . 5" S/JIT�llpl DISIPoCl II tA0.E %VEP WAILR A4D 4 FT. 2.� �� S.W�TAiION d51F�CT SEWER PIPE BEDDING M�RAORA�ti oR E��� _ EE, ,f, :;,� . , � �,, �: POLYETHYLENE WRAP ��NCRETE SNALL BE CDOH CLASS 2Z RE�NFORCED WIT!i FIBROUS WATERPROOFINC OR CONCRETE REiNFORCING AT THE kATE OF 1 5 LBjC� DAMPPROOFiNG PER ARGHITEC'NRAL FlANS .. w.F r� i° oeh � e � � . . '' `� � � s���c ^. -� S o.h: t2 ,'03 /93 r�nsws- � 2 ;20;9E _ , � �� , � �� 5;2y �s� ,�,_ ; � CROSS PAN DETAIL �+o�u�. A1 �nl N.T.S. �- PR:: +.'� .-= NOSCivE �Ur .^�ivi fiE ; n�tN ���,_ � �:� - ^+G WALL �EF� ` , �-, ENGINEF. F =� � � _ = NDAPONS ��� � � c -- -- - - -- -- - --- -- -- - - -- - -- i -------- -----�- -- - - -------- ------ , i I MIkAFI 140N OR EQUIV.- -o' - � � _ .: ;� aa !LE.�R �CCESS OPENINGS� � � _NvTtS- AMC �J� PKF �- i. A _ JR F ';7l! I 'vc. �t "v � � � 1 CGNCRETE: 28 DAY COMPRESSIY[ 57RENGTH tc = 450U psi � 2. DESiGNED �OR AASHTO HS- 20 LOADING - 3. DESIGNED ACCORDMG TO ASTLI C857- 87 ANO ASTM C858- 83 2� NADE FREE � �- DRAWiN6 GRAVE� � GRaIT Bon+ SiDES o 4. FILL w,% CLEAN WATER PRIOR TO S?ART-UP OF SYSTEM � / 5. CON7F2ACTGR TO SUPPLY & INSTALL ALL PIGING & SAMPLMG TEES � 6. GRAY WATER ONIY, BLACK WATER SHAi1 8E CARRIED BY L + 2' �EHT HOIE IN UD + � ' � SEPARATE SIDE SEWER ' 1 %2"R ..� . � . . - ' . .-..�,rt=� 4 .._ . .i ;� _ . A A 1 ' OR 2' � � a ; o_K �. _ . r ._ r - - ` _0. �/ 2 ' 2' SNELF �.. 4„ AS DESIGNaTED "uN PLAN � � PREGAST pNDER M,y� a 7 %2� 7 1 /2"R � a" PERP. RIGI� PVC PiPE(SJR 35) � 7 /4"R FECOI,IMIENDATONS FOR �RAINAGE n �� PLAN VfEW so1 � � ^4' MNG d� COVER BOtH SIGES Q I � l"JCNINC. AIR d� GAS TIpiT ARE AVAILA�E� I ( � � ���R G � MIN iYPICAL 2 PU�CES 1 _ 1 j2•' LIP SLOPE 1 " PER FOOT � _ � NOTES FOR CURB CUT �- I�- �E� ei6e.o 12�� MIN i� � � �OJUST TO GRADE 1 ) CONCRETE SHALL 8E CDOT CLASS BZ (REiNFORCED WITN FIBROUS a 0 � 4 6I, � � CONCRETE REMFOkqNG AT THE RATE OF 1 . 5 LB / C. Y. ) � L� 6�� a 1' � � i �r� A � � j I ^i �-� /� � r\ ' �'1 �_ T /\� � � 'o _a .� • � . . ' •. ' � ' • � CONCRETE PAVERS ON SAND TRENCH GRATE WITH FRAME 2 ) BASE COURSE COMPAC110N TO BE 959. OPnMUM DENSITY IN i BASEMENT AND RETAIN . \ •�_- � � � : �_ �� � . .• � . o. IN C I.P. COLORED C�ONCRETE TRENCH ` � . BED (SEE PAVER QETAIL) � � � ACCOP,DANCE WITr! AASHTO DESIGNATtON Tt80. � ' � � ` COLORED CONCRETE SLAB M4TH . 3j SUBGRADE CUMFACTION TO BE 957 OPTIMUM DENSITY IN � SNOWMELT PIPING . WLET [� siez.� _ - - - OUTLET E� 8i62.3o L2z2 STEEL ACCORDANCE WITH AASHTO DESIINAIIGN T180. � � _ _ I 6" y - EXPANSION JOINT 4) JOINTS SHALL BE CUT AT MAXIMUM OF 70' INTERVALS AND SHAIL I D - $E � �e., WiDE. / j\\//\///\//j\ -1- - � - -- -- --- --- - ,. _ . . _ I 5'-0" � : � c j - - Q t FT CURB & GUTTER WILL BE A3 SHOWN EXCEPT WITH A 1 FOOT GUTTER /�\\/\\ � 2 t0 /27/97 ADDEC DETAILS i F '." q . I z. 4._Q. • � 4 -0' . ° (. ` L_, �. - � 1 tOj1a!97 MOUIFIED UETAILS PAN wnrEit oFPn� . --- - - � / D I �-_�a• � � � �� . ° ��AR�ES c � ` 6" CDOT C�ASS 6 BASE COURSE (MIN) �� ., F'IERi E `.EGERBERC ARI,HITECTS • _ N0. CATE R � VISION BY I � a I o, = 8 � I « COMFnC7ED SUBGRADE \ �+ � 1' 41L, COLORAGO �° . ' . - � � . • . � 6' ` s° - ie�� `� AUS"TAIA HAUS ''- � -' STANDARD CURB & GUTTER � fT � GRWT ALL ARWND A01 . � 6� � a � ' ' . , b/���y eon� soES ' • 6" CLASS 6 AGGREGATE BASE COURSE �� 2 a �r+crn i s �D+cn+ COAIPACTED TO 95> STaNDARD PRO�TUR. . N J � � � i, ,i - DETAIL SI-IEET SECTION VIEW AA � SNOWMELT PiPMG , � � F�OH COUMTRY ENQI�WG, NC. SAND & OIL INTERCEPTOR DETAIL T.R.FNC:H �RAIN DETAIL sr� �°°r�R Av�nu� - - -- - � � ��ppp Sp�}g, Cp g�gp� DES PA.H rK r', Le �v �� SHEET • ' : DET1 (970) 945-8676 pR EF i� A ?E t0/03 /97 97�72.� OF ��'F i - ``�t- �. ' - _. _s.,__ :<�._-. _ °.r.. _ _ �1 _ _ _ . ' _ _ _ _ � _ . . . ' ._ .. _ __ . _ . _ _- _ _ _. . _ _ _ . _ _ _ _ _ . . _ _ " _ - - - - • . . . . _ . � - � - - - _ . . � . . - . . oi. - . . � :. � - - - - - - - - - - - - - - - - - - _ - - - - - _ _ _ _ _ _ - - - -_ _ - - - - �, - - -- - - -- - ---- - ----- - - - - _ - - _ _ -- t} � , � �, , , � � ���-- - � � \ Pierce, � � � ,, , , _ ,:� , ` �\� , � - - -_ _ _-. __ _ _ _-_ — — - - �� ' - - e erber & , � - , __ , � � _ . , l_ I - - . _ -� � � ; - _ _ _ _ _ - - _ _ _ _ - � - - � � Associaes � - - - ' Architects jr: I � - r \ - - - _ _ _ - - - ' - ' �' � ` � � , _ _ - � {; I �� �� � ` \ I _ _ - - -. -- _ _ Rr \ . . . . . � P.C.-A. 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B,GNG PLUSH AT WALKWA�' j -- � / -- � . - _ _ . _ . _ . � ��: -m�� asr�a�r eus Tr�a ,�� �ave � '� � ✓ '�-�. � OF C 0[ � I 6 ' GJRB 1 'Ld , CCNC. :suT*ER F'AN - -- -- - � �� ��� ��� ',� i � � � � , � �6, _�,,, * S GE 6� � � __ , - � B- 7 _ , � � � �� �� sED A R���\�� : � Date: 11 -26-97 � Project No: 19017.00 _ _ _ . � �o ' BE'�C�� � ----- -- — - L. ICz�IT * IXTG� � Drawn by: B . R.S . -, BCLL.^��i: � Checked by: M.E. F . .- �_ � � _ _ _ Sheet Of - " _ � - 1 � IT � � � �� N � a � .o , -,� �� _ , � - a � � : ,,° \ � - - - , . � �- , - :.- - , - _ . _ . . , _ ' c"� -, ' ti:z �� ,�i �. B= �C\�C `c^" 'C T �-,E � r, �. _ .. - Y� � rsc.�a� � asT� e�� �,h. / \ 1 . V � �' � � � E 2 : i+C� ITi01� ,�:�L '�EES ON P}2C��- - � � ��, "' . _.� NEED TO E'E �'E � CCA'ED . � . � C COP4' r' iGH? L � N _ _ " _ _ "- "" . . . ._ . _ . . __ _ . . _ ___ _ . . . _ . _ _ r. ___ " _ - _ _ _ __ . . _ . _ Q " . _ _ _ . . _ . . _ _ -_ _ - . . _ _. . . . _ - . _ . _ _ . _ _ . _ . . . . _ _ " _ - _ L a i � � t . . . 1 � / � , � . ' � - . . _ _ _ ` __ - _ ` y 'f' t Pierce, � I � I � M NO I � � . 86 6" CERAA�IC '�LE &4SE W ? 4 1 LAYER OF SJ8" n'PE 'X° GYP BD ON ? � i8� �TUO� �'iTH .� SOUND C4 Y X 4' ACOUSTICAL ?I�E CEIUNG 0^� SUSPENSiON S�STEM R7 NCT USED. Mj '� �_ � 87 6' TRAVERTINE TIIE 94SE. ATTENUATION BATTS (SEAL 60TfOM MIirH ACOUSTICAL CAliIkING). C5 5/8" T(PE 'x' GYP SOFFIT BD ON SUSPENSION SYS?EA1 (PAINT). RS PRE-FINISHED MTL ON BI.DG PAPER ON SELF ADHERING WATERPROOF M , ;,il` ,- , Segerberg & � ; I `_;aih�l 1 ;' TRIA� Note NI aotes may not be used on every sheet. 88 4' RUBBER BASE. W15 1 tAYER OF 5/8" 7YPE X CYP BD ON STAGGEREO 3 5/8� STUDS IN 6' C6 SAAIE AS CS WITH R-30 KRAFT FACED 80.7i INSULATION. AIEMBRANE ON 1 /2' CDX RRE RE1'ARDENT PLYWOOD ON 3 1 /2" M2 ROUGH ;AWN lx4 TRIM. ASSOCIateS g9 Np gqgE, TRACK W/ 3' SOUND ATiEN BATTS (SFAL BOTTOA� W/ ACWST GU1LK). C7 1 'X6" NOIA TdcG, V-GROOVE CEDAR BOARDS ON 5/8" TYPE 'X' GYP POLYISOCYANURATE INSUlAT19N ON 5/8" TYPE 'X' GYP SHFATHING ON ' LO �RS : w� b 1 U\YER 5/8' iYPE 'X' G1P BD ON 2 1/2' C-H STU�S W(iH 1 ' G1P SOFFlT BG ON STL FRAMING. A(TL DECK ON STL fWWING. (SCREW PLYW000 AND ALL CONSTRUCTION �3 ROUGH SAWN 2x2 ���. Architects � 1 4� REINF CONC SLAB ON 4� GRAVEL ON COMPACTED SUBGRADE. (SEAL WALLS : LINER PANEL ( 1 HOUR RATINC). C8 SAAIE AS C7 WfTH R-30 KRAFT FACED BATT INSUlAT10N. BELOW THIS INTO MTL DECK) IA4 ROUGH $AWN 2x4 TRIM. WHERE EXPOSED). W1 3/4' EXT FlNISH AND INSUUTION SYS (EIFS) ON 5/8' TYPE "X' G1P W17 2 LA�ERS Of 5/8" iYPE "K' GYP ON 2 1 /2' C-H STUOS WITH 1 ' GYP �g 5/8' IYPE "X° GYP $pFflT BD ON 2' Z CHANNELS AT 24" OC WITH 1 NS ROUGH SAWN 2z6 TRIM. P.C.-A. I .A. li F ; THINSEf CERAAIIC TILE ON F1 . SHtC ON 6� STUDS WITH R- 19 UNFACED BATf INSULATION AND VB. LINER PANEL (2 HOUR RATING). i /2" POLYISOCYANURATE MSUUIT10N. PAUING : M6 ROUGH SAWN 2x8 TRIM. ARCHITECRJRE t ' VINYL COMPOSITION TILE ON FI . W2 1 1 /2' EIFS ON 5/8' 7YPE 'X' GYP SHEATHING ON 6" STUDS WITH W18 1 IAYER OF 5/8' TYPE "X" GYP BD ON 7/8" FURRING CHANNEIS. C10 2 lAYERS OF 5/8' TYPE 'k' C1P BOARD ON 2 1 /2" C-H STUDS P1 fANC PAVERS ON 1 ' SAN� BED ON 3' REINF CONC SIAB (WITN M7 ROUGH SAWN 2x10 TRIM. PLANNING i F4 5 1 /2' (TOTAL THI•�KNESS) RE1NF C6NC FILL ON Al7L DECK ON 511 R- 19 UNfACED BATT INSULATION AND VAPOR 84kRIER. W19 � LAYER OF 5/8" TYPE 'X" GYP BD ON 1 5/6" S?L STUDS. WITN 1 " GYP LINER PANEL ( 1 NWR HORIZONTAI RATING}. SNOWMELT PIPING) ON DRAINAGE LAYER ON 5ELF-ADHERING MEAIBRANE M8 ROUGH $AWN 2x12 TRIlA fNTERIORS ' FRAMING. (SEAI. WHERE EXPOSED). W3 6" N011 STONE VENEER ON BUILDING PAPER ON 5/8� IYPE "X" GYP W20 1 IAYER OF 5J8" IYPE 'X" G1P BD ON 2 1 /2' S'L S11JDS. Cll NO FINISHED CEILING - OPEN TO STRUCTURE ABOVE (PAINT). WATERPROOFING ON CONCRETE STRUCIURAL SIAB. Af9 PRE-FINISHED AIETAL fLA�bi��( ( :ns�i e� C,F n,,, _ i - F `� CARPET ON PAD ON P4. SHTG ON 6' STU05 WfTH R- 19 UNFACED BATf INSULATION AND VB. Wyt 1 LAYER OF 5 8" TYPE 'X' GYP BD ON 3 S 8' ST� STUDS. P2 CONC PAVERS ON 2" SAND EEU (WffH SNOWMELT PIPMG) ON COMP4CTED � / / N10 COFPEk fL1iHING ($HAPt AS DETn;L�� ' F5 THINSET CERAAIIC TILE ON f4. „ ROOF : SUBGRADE. � W4 1 "X6' NOM Tdc� V-GROOVE CEDAR SIDING ON BUILDING PAPER ON WZ� 1 IAYER OF 5/8' TYPE "X" GYP 8D ON 6" STL STUDS. M11 CLEFf SANDSTONE CAP MainOfi,cr F' THINSEf TRAYEftTINE TILE ON F4. 5/8° C.D.X. F.R.T. PLYWOOD ON 6° SiUDS W/ R19 UNFACED BATf R1 CONC TILES ON 1x4 NORIZ BATfENS ON ix4 VERT B4TTENS ON P3 INTERLOCKING CONC PAVERS ON I ' SAND BED ON 4" REINFORCED ta;9 South Fror� itoad we�t W23 2 LAYERS OF 5/8' 1YPE 'X' GYP BD ON 6' STL STUOS W/ 3' SOIiND M12 FLOWER BOx. F3 VINYL COAIPOSITION TILE ON F4. Wg INSJI AND VB. SELF-ADHERING WATERPROOF MEAIBRANE ON 1 /2" CDX fIRE RETAROANT CONCREfE SLA9 (WITH SNOWMELT PIPINC) ON COAIPACTED SUBGRADE. Vatl, Cola.ado 81657 J F ? TNINSET TILE ON TROWELED-0N AIEAIBRANE WATERPROOFING ON 3/4" EIFS ON REINF CMU OR CONC WALL. �� PLYWOOD ON 3 1 /2� POL'fISOCYlWI�RATE INSUtAT10N ON 5/8� "X' GYP p4 4' REtNf COLORED PATTERNED CONC SUB (WITH SNOWMELT PIPING) ON M13 HEAW TIMBER TRIM (SIZE Fhp �Hn=�. ; -, �5 '. 1eV 97Cy4?6-s433 SLOPED GROUT F'L` (MINIMUM 1 ' SLOPE) ON F4 W6 1 1 2' EIFS ON REINF CMU OR CONC WALL M'z4 $AME AS N'22 W/ 3� SOUND &4ii (SEAL BOTfOlA WITN ACOUSTICJ�L �HTG ON 11TL DECK ON STL FRAMiNr 'SGREW �IYWCOp ANO ALL Fax: 97W476�608 + � CAULKING} CONSTRUCTION BELOW T-IIS INTO MTL DECK). COMPACTED SUBGRADE MI4 BRUSHED BRONZE � THINSEf iRA1cRi1NE TILE (WITH HONED SURFACE) ON 1RCWELED ON W7 EFS ONLY (NO INSULATION) ON REINF CIAU OR CONC WALL Wp5 lx6 NON T&G. V-6ROOVE CEDAR SIDING OVER tz4 BLOCKING ON PS THINSEi RANDOM PATfERN STONE PAVING UN 4' REINF CONC SlA6 (WITH M15 POLISHED 8P,ON�E R2 COPPER ROOFlNG ON BLDG PAPER ON SELF ADHERING WATERPROOF "� ��' ; MEMB WP ON SLOPED GROUT FILL (MIN t " SLOPE) ON F4. Wg 8" REINF CON( MASONRY UNITS (P). BUILCMG PAPER ON REMF CMU OR CONC SNOW►IELi PIPING) ON COMPACTED SUBGRADE A116 ; INSI.�I,eT�D ;L: = ':; A1EI�BRANE ON 5/8' iYPE 'X' G1P SNTG ON AR� DECK ON STL FRAMING. � F 11 1HINSET RANDOM PATTERN STONE PAVING ON F4. yrg 8" CAST-IN-PLACE CONC WALL. 10" AS INDICATED P IN STAIR ! . P6 4't $LOPED, REINF COLORED COYC StAB WITH SNOWMELT PI�!Iv; ?", L�nver Offire ( )( ' ) W26 PROTECTION BOARD OVEF SELF-ADHERING WATERPROOFINf> ON FORMED R3 SAAIE AS R1 EXCEPT WITHOUT THE 1/Z" PLYIYWD AND 3 1 /2' DRAINAGE LAYER ON AIEAIB WP ON CONC STRUCTURAL SlAB 677 Wazee St. - G �' � W10 6' NOM STONE VENEER ON REINF CAIU WALL. CONCRETE WALL pp�YlStxYANURATE INSU�iION. �+� � W11 1 LAYER 5/8' TYPE "z' GYP 8D ON 6" STUDS ON VAPOR BARRIER ILINvS : P7 SAAIE AS P6 EXCEPT WITH P.4ITERNED, COLORED CONC TOPPING - = 5 p�„�er, Colwado sozo2 � 6' NOMINAL PROFILED WOOD 6ASE (ST). ^ R4 A�HEREO EPDM ROOF7NG ON ;LOPED CONC FlLL (MIN 6' iOTAL THk) PS 2x6 REDWOOD DECRING SCREM(ED TO SiOPED 2x SLEEPE�� 3 ' ^ ' 7e1: 3o3/623-33i5 W� z 5/8' lYPE "X' GYP BD ON 1/2� RESILIENT �W�iNELS AT 24' 0/C ON 3 C1 5/8' lYPE "X° GYP BD ON SUSPENSION SYSTEM. WfTFi SNOWAIEL11Nf PIPING ON AfTL DECK ON STL FRAAIING- ` Fax: 3o3/623-226z E _' 4' NOMINAL PROF'ILED WOOD FiASE (ST). 5/8' STUDS WRH 3' SOUND ATfENUAiION BATTS (SEAL 80TfOM WITH � ON PROTEC?ION BOARD ON SELF ADHERING WATERPROGf tit � +5F4',, _ '. � _ _ i f ' 6" NOIAINAL PROFILED WOOD BASE (P). 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Z CHANNELS AT 24" OC WITH 1 pAVING : M6 ROUGH SAwN 2z8 r= �; ARCHITECfURE WHERE EXPOSEDj. Wt 3/4' EXT FINISH AND INSUlATION SYS (EI�S) ON 5/8' IYPE 'x° GYP UNER PANEI (2 HOUR RATING). t /2" POLYISOCYANURATE INSULATION. � M7 ROUGH SAWN 2x10 - ' M PLANNING THINSET CERlJAIC TILE ON F1 . SHTG ON 6' STUDS WITH R- 19 UNFACFD &1TT INSULATION AND VB. P1 CONC PAVERS ON 1 ' SAND BED ON 3' REINF CONC SLAB �WITH INTERIORS 1 1 /2' EIfS ON 5/8' TYPE "X� GYP SHEATHING ON 6' STUDS Wf1H W18 1 LAYER Of 5/8' TYPE "X' G1'P BD ON 7/8' FURRING CHANNELS � �p 2 IAYERS OF 5/8' IYPE "X' GYP BOARD ON 2 1 /2' C-H STUDS SNOWMELT PIPWG) ON DRAINAGE iAYER ON StLF-ADNERING AIEMBRANE M8 ROUGN S1WN 2x1 [ - ViNYL C�AIP051110N TILE ON F1 . W2 WfTH 1 ' GYP L1NER PANEL ( 1 HOUR HORIZONTAL RATING). WATERPROOFlNG ON CONCRETE STRUCiURAL SLA9. M9 PRE-FINISHED NET� ^ � , ` - a 5 1 /2" (TOTAL THICKNESS) REINF CONC FILL ON MTL DECK ON STL R- 19 UNFACED BATT INSUlATiON AND VAPOR BARRIER. W19 1 IAYER OF 5/8' TYPE �X" GYP 80 i1N 1 5/8` STl tiTUDS. p2 CONC PAVERS ON Y SAND BED (WITH SNOWMEIT PIPING) ON COUP.4CTED M�p COPPER ftASHING � � � - � _:_ _. FRAMING. (SEAI. WHERE EXPOSED). W3 6' NOM STONE YENEER ON BUILDiNG PAPER ON 5/8" iYPE "X" GYP W20 1 LAYER OF 5/8' 1YPE "X' GYP BD ON 2 1 /2' STL ST11D5. C11 NO FINISHED CEIUNG - OPEM TO STRUCTURE ABOVE (PWNT). SUBGRADE. M11 CIEFT SANDSTONE !. k.r !.�tin Office CARPET ON PAD ON F4. SHTG ON 6' STUDS WtTH R- 19 UNFACED BA1T MSULATION AND VB. W21 1 IAYER Of 5/S' iYPE �X' GYP BD ON 3 5/8" STL STUDS. ROOF : ' �'0� `iO1�' �n�e �`� �`� W4 1 'X6" NOiA TdtG V-GROOVE CEDAR SIDING ON BUILDING PAPER ON W22 1 IAYER OF 5/8� 1YPE �X" G1'P BD ON 6� STL STUQS. R� CONC TILES ON 1x4 NORIZ BATTENS ON Ix4 VERT BATTEN� ON P3 INTERLOCKING CONC PAVERS ON 1 ' SAND BED ON 4' REiNFORCED � � y FLOWEP BOX ��aii, Colorxfo et65 .' THINSET CERAAIIC TI�E ON f4 Wy3 2 LAYERS OF 5/8' iYPE 'X' GYP BD ON 6" STL STUDS W/ 3" SOUNO SELF -ADHERING WATERPROOF MEAIBRANE ON 1 �2" CDX FlRE RETARDANT CONCRETE SlA6 (W�iH SNOWMELT PIPING) ON COMPACIED SUBGRADE. , , � 7ei 970/47F-oa33 5�8� GD.X. F.R.1_ PI.YWOOD ON 6� STUDS W/ R19 UNFACED BATT IA13 HfAVY TIMBEk � ',�i i �_��E -• „- � '�" ' THINSET TRAVERTINE TI�E ON F4. INSUL AND VB. BATT. PLYWOOD ON 3 1 /?" POLYI$OCYANURATE INSUU+TION ON 5/8" �I(' GYP p4 4' REINF COLORED PATTERNED CONC SlAB ('MITH SNOWA�ELT PIPING] ON faa ??0/4?64(08 VINYL COMPOSITION iILE ON F4. w5 IA14 BRUSHEQ Bf � : 3/4' EIfS ON REINF CMU OR CONC WP11. W?4 SAME AS W22 Wf 1' SOUND BATT (SEAL B�iTaM 'dIITH ACOUSIICAL SHTG ON AfT1 DECK ON STL fRM11NG (SCREW PL �WOOD AND ALL COMPACTED SUBGRADE. T H IN SET TILE ON iROWELED-ON AIEMBRANE WATERPROOFlNG ON CONSTRUCTION BEIOW THIS INTO MTL DECK). pg THINSEf RANDOM PATTERN STONE PAVtNG ON 4" REINF CONC SLAB (WIi4 M15 P�LISHED E� � . : SLOPED GROUT FlLL (MINIMUAI 1 ' SLOPE) ON F4. W 6 1 1 /2" E I F S O N k E I N F C M U O R C O N C WALL CAULKING). �f �' A ' THINSET TRAVERTINE TILE ('N(T1i HONED SURFM:E) ON TROWELED ON W7 EFS ONLY (NO INSUlATION) ON REINf CMU OR CONC WALL W25 iz6 NOIA T&G. Y-GROOVE CE�AR SIDING OVER iz4 BLOCKING ON R2 COPPER RDOFlNG ON BLDG PAPER ON SELF ADHERIN C W A T E R P R O O F S N O W M E U P I P I N G) O N C O A I P A C T E O S U BGRADE. �,� p�ire Y NfTS P . BUItDING PAPER ON REINF CMU OR CONC. MEMBkANE ON 5/8' 1YPE 'X' GYP SHTG ON MTL DECK ON STL FRAh��NG. p6 4"t SLOPED, REINF COLORED CONC SlAB (WITH SNOWNELT PIPING) C� � t6/ 7 Wazce Sc. ONR U GE LAYER ON A1EM6 WP ON CGNC SIRUCTURAL SiAB �� � NC A�AS r RAINA 8020� 8' REINF CO � ) AND 3 1 2� D penver Colorado D , F4 1 ' PlYW00 � ON W8 F RAIED � HE 2 41EM8 WP ON SLOPED GROUT FlLL (MIN t ' SI.OPE) W26 pROTECTiON BOARD OVER SELF-ADNERING WATERPRQOFlNG ON 0 R3 SAME AS R1 EXCEPT WfTHOUT / THINSEf RANDOM PAITERN STONE PAVING ON F4 W9 8" CAST-IN-PLACE CONC WALL ( 10' AS INOICATED)(P IN STNR �t ). CONCRETE WALL. POLYISOI;YANURATE INSUlATION. p7 SAAIE PS P6 EXCEPT WITN PATTERNm, COLORED CONC TOPPINC SIAB W10 6° NCiM STONE VENEER ON REINF CMU WALL. Te1: 303/623•3355 R4 ADHERED EPOM ROOFlNG ON SLUPED CONC FILL (AIIN 6' TOTAL THK) pg 2x6 REDW000 DECKING SCREWED TO SLOPED Zx SLEEPERS � ' F� !!� Pan: 3�31623-2261 = W � � 1 LAYER 5/8" TYPE 'X' GYP BD ON 6" STUDS ON VAPOR BARkIER. CEIUNGS : W7H SNOWMELi1NG PIPING ON AIT� DECK ON STL FRAMING. ON PRQTECTION BOARD ON SELF ADHERING WATEP.PROOF IAEA�B�. ' r : '+ 6' NOMINAL PROFILED WOOD BASE (ST). W12 s�g° TypE 'X' GYp BD ON 1 /2' RESILIENT CHANNELS AT 24° 0/C ON 3 C1 5/8" TYPE "x" GYP BD ON SUSPENSION $''STEM, ( C2 5/B" TYPE °X" GYP BD ON SUSPENSION SYSIEM WIiH R-38 BA11 RS LOOSE WD BALIASTED EPDM ROOFlNG ON TAPERED INSUTAiION ON 5/8" STL PIAIE S7RUCTURE. 4' NOMINAL PROFlLED WOOD BASE (ST). 5/8" SrU�S WITH 3" SOUND ATTENUATION BATfS SEAL BOTTOM W�TH TYpE 'X' GYP BO ON 1fTL DECK ON �Tl FRAhAINC pq Sr�� pVER t "' DRAINAGE /PROTECTION 80ARD ON WATERPMJO� 6� NOIAINAL PROFILED WOOD B0.5E (P). ACOUSTICAL CAULKING). INSULATION AND VAPOR BARRiER. __ , 1 ,;� � � ��,, � � � � � � ur, ip�i° r __ � M'i ;=�;k (;'v !TF'_ "'lF� 4' IJOMINAL PROFILED WOOD BASE (P). Wt3 SAME AS W12 WITH STAGGERED 3 5/8' SNDS IN 6' TRACK. C3 2 IAYEFS OF i /2' TYPE "X" G1P B� ON STL STUD JOISTS wITH R-38 R6 COPPER ROOfING ON BLDG PAP� � � ' f -' � '� : BATT INSUlATION AND VAPOR 6ARRIER. MEMBRANE ON 5/8" CDX PLYWOv�� ". "� ^'° r. ' ° x a" NOMiNAI FJT WOOD BASE (P). '� 4 � 4 0 A5. 1 A5. 1 , A5. 1 � r 2 3 0 ,as . � b � 15 8 � Q s. � a � 45 5 � 2 Q � � ns. � 1��-b° 1 3 2 ns. i , �4,: 0„ � �_ _�,,� _ _ f �B � o o s.o A6 � _ _ _ _ _ _ . _ _ _ _ _ f _ z,�_m � --�- o , 24��m� __ _ .�,_�,. _ _* __ 6. 0 L 0 2�'-0° - - - - - 21-m�- � �- - - - - �= i�- ' p'.p' p''0" ' I � � � � - - - - - --�I` --- - - - �1`- - -- - --�- --�-_0• 1Y -m� � � �m'-6� _ -�( ` 45'-6" �5'-m' �' -8' �,_6, � w,'_0• _ -- 31'_4M --- i �` - � � I 2i..0„ - --- - -- - - - � , -- - g� �• � 9,.6 • ' 12'-m• g .0 8 -0" � �- - �` - �`- ��` -�- -*--- - - � ���� 4�_0� ��.6•- � _ 10'-0' -- �q 'p^_ 6._b� �3'-4 ---��Ic--- t 5.0� -- p 0 � mtl I 8 m� i 5 _m� 4�.0. �0� '-0� ��-0" � I �-t-- �I�� �- - -�` � j��� _ 0 - �_�_�_�-_,�4 �� �F- -�- . 1 ° � _ ��M6�� �� � � � _1 23 '01 _ � _ � b � � , -- -•f , 5�_'�• 3�_6� � b'-�-_�� -0 * � � � { - f ,+` _ Q�-0 0 I I �c � � » . .��_m. �!�'-�" � - 11'-9 V4�1'-2 � I 5 -8�- - 5 S� -5 .6Y 5 .4, 61 6 � i • , p �I� ' I�' i � � ��' q�.,0� � � 4�_p� � �'-�'� y�.p� ,- �• p• 3� _6^ '� 4,_Z�� � -�f- � ��� r -�' � � _ 5'-8 5`-8 4'-10 �K ' I ', „_�._ ?n i , ,. r-il0" 5'_a" I 3'ill" .I 3'-11' 4'-8" 5'-4' � 5'-4" 4'-8° � 6'-6 � i� , � --- I 8 � � i, I WITH SEIf I.LGJN � � �2 2 ' i �� b" � I �- �'-6" � I I � -f �`-�` � - .f - .`- I I *_-__�c- � � , 6,X I I 1 I ' I I I ff � I � I � , li � � I i il I I I � I, � I � I i � � � � � i ', I � � �� I �� I � � � � � i i �� � � , '� I i � I � I i , i , � � � ; � � i ; I i � ' - I I I �i � I I � I I I I I i I i � � � � � I I , � � i , I � � I i , I � I � � � � � I T I I i I � '' I � I � I 'i i I � � I I ! � � I � � � / I I �� � I � i � T T sn I i I I � � '�� � i ' I � � i �� I � � � � T ' � I � I I � I I I I I � I ' . . I I I � I I ' II' � � I - ', � I� ' I I I � I� � I I ' �i � � I � i . � � �' I ' , � � I ,� I -° " , � � O � , i� � � � � � I I � � I � �i � � � , �, { � � � �� I ' � E 71 ' - 4. 0• 4 _p�� � ' �i . � I I I, ,' i ,. I . ' , � i . I � ' ' . - ' � _ - '9 � - - - -- -- -- -- - � =ti A � � I I : �I � I _ -�- ' !�-�- � > � � � I - _ � L9 � T � i - � ,� � � '� � _ - r � � � "� � _ _ i� � � I _ - POOL � I . i I I I � I N � i I _ � ---�- - '� � -� I � , _ � _ ia� .o < - � , I , ASI �8 � i I _ .L I_� � - � , � , � � � � i , j I , -, � �; ; - - - - - ---�- � � i � � � � � � � I � � � � � l I � ; �_�� � Q , � � � e i � � � � �� , , �- N �, q - - - - - - - -- � I }. e , � , � �, , � , �s, , � � � � � I � � � � 1 � � � 0 I 'R� % \ � , - 5 I �' 4 � , , ?� � ! � � i I I 1 i � 1 23 � , � � � EL 71 '-9' � T W ; � � i r_ , $. I � ' � '� � � � � � _ � � ' 1 .20 ' i i i i e �+ I �- -� �` 4R� 70 -6" i I �'� � l 1 � . � 7� I I 1 :2 , � � I � � ' r � ` ,^ .D �_. �. �- , � _- �� ` 0 1 � � _ _ �, � � - _ � �� - - �"- � -T r'� e' � � � i � � � I � 4R��"�r � - _ - - - _ _ _ _ � ,4$ � . - - 'k �- -_ -- ' ;� � ierce , ,� ; �4����° � ����° � 86 6' CERAArIC iILE BASE. W14 2 LAYER OF 5�8" TYFE ��X' GYP BD ON 3 5�8° STUDS WITH 3" SUUND C4 2' % 4' ACOUSTICAL T1LE GEILJNG ON SUSPEN;iON SYSTEM. R7 NOT USED. MI : �,_ � ����,� �,� � � �� 67 6' TRAVERTINE TILE BASE. ATTENUATIQN BATTS (SEAL BOTfOM WITH ACDUSTICAL CAI�LKING). C5 5/8' TYPE 'X' GYP SCFFfT BD ON SUSPENSfGN SYSTEAI (PAINT). RS PRE-FiNISHED MTL ON BIOG PAPER ON SELF ADHERING WATERPRUOF �.ii �t��J��� � �+nN � � _ ir'v �+c ;e . All notes may not be used on every shcet � 4" RUBBER BASE. W15 1 L4YER OF 5 S' TYPE X GYP BD ON STAGC,ERED 3 5,�8' STUDS M 6' MEMBRANE ON 1 /2' CD7( FIRE RETpRCENT PLYWOOD ON 3 1 /2• Associates I / C6 SAME AS C5 WfTH R- 30 KRAFf FACEC BATT INSUlATION. u2 ROUGH SA�VN tr4 TN':� 69 NO &ISE. TRACI( W/ 3� SOUNG AiTEN &4TTS (SEAL B'JTTOAI W/ ACOUST CAULK). C7 1 "X6' NOM TkG, V-GROOVE CEDAR BOARDS ON 5 8� IYPE 'X' GYP POLYISUC�ANURATE INSULATION GN 5/8' iYPE "X� G1P SHEAiHING ON I � AIiL DECK ON STL FRAMING (SCRE14 PI.YWOJD AhD ALL CONSTRU,:T10N � 3 ROUGH SAWN 2x� T�i �,� A�Ch �te�$ fL00RS : Wt6 1 LAYER 5/8" 1YPE "X' GYP BD ON 2 1/2' C-H STUDS WITH 1 " GYP SOFRT Bp ON SA FRAMING. BELOIM ThiIS INTO MTL DECK) A14 ROUGH SAWN 2x4 ih' v F1 4' REINF CONC StAB ON 4' GRAVEL ON COMPACTED SUBGRADE. (SFAL WALLS : UNER PANEL ( 1 HOUR RAi1NG). C8 SAME !S C7 WITH R-3a NRAFT fACEC BhTT INSULATION. P.C.-A. I .A. I WHERE IXPOSEO). W1 3/4' EXT FIN!SH AND INSULATION SYS (EIFS) ON 5/8� TYPE 'X' GYP W17 2 LAYERS Of 5/8' TYPE "X" GYP ON 2 1 /2' C-H STUDS WfTH 1 ' GYP MS ROUGH SAVYN 2r6 Tf' ti F2 THINSET CERAMIC TILE ON F1 . SHTG ON 6" STUDS WITH R- ta UNFArED BnTT NSUUTfON AND VB. UNER PMEL (2 HOUR RATING). C9 5/8" iYPE 'X" GYP SOFFlT BD ON 2' Z CHANNEIS AT 24' OC WITN 1 pAVING : �e ROUGH SAVrN 2x8 r� . � 1 /2° POLriSOCYAN�RATE INSULATION. ARCHfTECTIJRE F3 VINYL COMPOSfTION TILE ON F1 , w2 1 1/2' EIFS ON 5/8" ttPE 'X' GYP SHEATHING ON 6' STI;DS WfTH W18 1 V+�'ER OF 5/8' iYPE �X" GYP BD ON 7/8` FURRING CHANNELS. �� p 2 LAYERS Of 5/8" lYPE "X" GYP BOARO ON � 1 /2' C-H STUDS P1 CONC PAVERS ON 1 ' SAND BE� ON 3' REIN� CONC SIAB (WItFI Il7 ROUGH SA�YN 2x10 ?` �! PLANNING F4 5 i /2' (TOTp1 THICKNESS) REINF CONC FlLL ON AITL DECK ON STL R- 19 UNFACEC BATf INSUTATICN AND VAPOR BARRIER. W1y 1 LAYER OF 5/8' iYPE 'X" GYP BD ON I 5/8' STL STUDS. W(TF+ 1 " GYP t1NER PANEL ( 1 HOI;R HORIZONTAI RATING). SNGWMEI.? PIPING) ON DRAINAGE LAYER ON SEIF-ADHER�NG AIEA18R,4NE N8 ROUGN SAWN 2r12 ' ' �." INTERIORS FRAAANG. (SEAL WHERE EXPOSED). W3 6° NOM STONE VENEER ON BUILDING FAPER aN 5/B' IYPE °X' GYP W20 1 LAYER Of 5/B' TYPE �X' GYP BD ON 2 1 /2' STL S1UDS C11 NO Fl�ISHED CEILING - OPEN TO STRiICTURE ABOVE (PNN�. WATERPROOFlNG ON CONCftETE STRUCTURAL SlAB. 1�g pRE-FlNISH�G MEfAL. ' � - ' , _ _ FS CARPEf ON PAD ON F4. SHTG ON 6° STUDS WITH R- 19 UNFACED BATT INSULATION AND VB. Wy1 1 LAYER OF 5/8' iYPE "X" GYP BD ON 3 5/8° STL STUDS. P2 CONC PAVERS ON 2' SANC� BED (WlTH SNOWMELT PIPING) ON COMPACiED M10 COPPER F�,lSNING (` ' :- ' ' = ! f6 THINSEi CERAAIIC TILE ON F4. W4 1 "X6" NOM TdtG V-GROOVE CEDAR SIDiNf, ON 8UILDING PAPER ON WzQ 1 LAYER OF 5/8' IYPE "1(" GYP BD ON 6" STL JTUDS. ROOF : SUBGRADE. Mll CLEFf SMUSTONE C^ MainOffice F7 TNINSET TRAVERANE T1LE ON F4. 5 8" C.D.X. F.R.T. PLYWOOD ON 6" S1UDS W R19 UNFACED BATf � R1 CONC TILES ON ' x4 IiORIZ BATTENS ON lx4 VERT BATfEN$ Oh P3 INTERLOCKING CONC PAVERS ON I " $AND BEJ ON 4" P,EMFORCED IOOC'. 4wthF RoadWest � � W23 2 IAYERS OF 5J8' TYPE "X` GYP BD ON 6" STL STUDS W/ 3" SOIND M12 fLOWER BOX. F8 VINYL COMPOSIT104 Tllf ON F4. W5 INSUL AND VB. �n SELF-ApHERING WATERPROOF MEM@RANE ON 1 /2' CDX FIRE REi/hRDANT CONCRE7E SLAB (WRH SNOWMELT PIPINC) ON COMPACTED SUBGRADE e'a� �. �dw 81657 F9 THINSET TILE ON TROWELED-ON AIEAIBRANE WATERPROORNG ON 3/4' EIFS ON REINF �MU OR CONC WALL. PlYW00D aN 3 1 /2' P4lYISOCYAtrURATE INSUTATION ON 5/8" 'X' GYP P4 4' REINF COLORED PATTERNED CONC SLAB (WfTH SNOWAIELT FIPING) ON � � 3 HEAVY TiMBER �_ !.� � _ . te 9�0/4�5-a433 ' SLOPED GROUT Fl�L MININUM 1 ' SLOPE; ON F4 W6 1 1 2' EIFS ON RONF CMU OR CONC WALL WZ4 SAME AS W22 W/ 3" SOUND 9ATT (SEAL BOTf01A WITN ACOUSTiCAL SHTG ON MT,. DECK ON STL FRAMING (`CREW oLYW00D AND ALL A114 BRUSHED BRGti; Fs* ?'aa '+r, a5ue I � CAULKING). CONSTRUCTIUN BELOW THIS INTO MTL DECK). COVAPACTED SUBGRADE. f10 THINSET TRAVERTINE TILE (WITFI HONED SURFACE) ON TROYYELED ON 4Y7 EFS ONLY NO INSULATION) ON REINF CMU OR CONC WAIL P5 iHINSET RANDOM PATfERN STONE PAVING ON 4' RE.INF CQNC SLAB (WRH A115 P6LISHED�BRO'v_' � W25 ix6 NOM T&G, V-GROOYE CEDAR SIDING OVER tx4 BIOCKING ON R2 iOPPER ROOFlNG ON BLDG PAPER ON SELF ADHERING WATERPROOF $NCWMEL` PIPING) ON COMPACTEp SUBGRADE M � fi jNc� �r�^ .;�; ; • . MEMB WP ON SLCPED GROUf FILL (AIIN 1 ' SLOPE) ON F4. W8 8" REINr CONC MASONRY UNITS (P). BUILDING PAPER ON REINF CIAU OR CONC UEMBRANE ON 5j B" T(PE 7f" GYP SHTG ON MTL DECK ON STL FRAMING. p6 4"t SLOPED, kEiNF COLORE� CONC SLAB (141TH SNOYYIAELT PIPINC ' Demer Off,ce � Ftl THINSEf RANDOAI PAiTERN STONE PAYING ON F4. w9 8' CAST-IN-PtACE CONC WALL. ( 10" AS INDICATED)(P IN STNR �1 ). W26 pROTECTION BOARD OVER SEIF-ADHERING WATERPROOFlNI; ON FORMED R3 SAME AS Rt EkCEPT WI?HOUT THE 1 /2' PLYWOOD AND 3 1/2" URARrA,GE V+YER ON MEJAB WP ON CONC STRUCTURAL SLAB. 1617W'azeeSt ' BASE : w�o 6' NOA1 STONE VENEER ON RE:NF CMU WALL CONCRETE WALL pp�YISOCYluYURATE INSUlATION. w� � W11 1 LAYER 5/B" 1YPE 'X" GYP BD ON 6" S1UDS ON VAPOR BARRIER. C�ILINGS : R4 ADHERED EPOM F.00FlNG ON SLOPm CCMlC FlLL (MIN 6' TOTAL THK) P� �ME AS Pb EXCEPT WITH PATfERNED, COLOREp C�NC TOPPING S'�: -' Demer, Colondo 80202 BI 6" NOMINAL PROFILED WOOD BASE (ST). - P8 2x6 REDW000 DECKING SCREIMED TO SIOPE� 2x SLEEFERS 0 iF' F�: 3o�623-3 226 e? 4' NOMINAL PROFILED WOOD BASE (ST). W12 5/8� 11'PE "X' GYP BD ON 1 /2' RESILIENT CHANNELS AT 24' 0/C ON 3 C1 5/8' TYPE 'X' ,YP BD ON SUSPENSION SYSIEIA WITh SNOWMEL?ING PIPING ON IA1L DECK ON STL FRAMWG. ON PROTECTION BOARO ON SELF ADHERING WATERPR40r MEkBkAh; , 5/B' SNDS WITH 3' SOUND ATTENUATION &1TTS (SEAL 80Tf0A1 WITH C2 5/8' TYPE 'X' �1'P BD ON SUS�ENSION SYSTEM WITH R-38 BATf RS LOOSE WD BALLASTED EPDM ROOFING ON TAPERED INSUlATION ON 5/8" STL PLATE SIRUCTURE 7.i 6' NOMINAL PROF!LED WOOD BASE (P). ACOUSTICAL CAULKING) INSULAPON AND VAaC1R BARRIER TYPE "X' GYP BC ON MTL DECK UN �TL Ff2AAlING. - �4 4° NOA11NN1 PROFILED WOOD 6ASE (P). W13 SAAIE AS W12 MI(TH STAGGERED 3 5/8� STUDS IN 6" TRACk. 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Aa` �. IIL', �?„� VVI4 : : A� L^ Cc c� �7� I ✓Ct ' ; ' i U� J� ���� t11 i '.��_��y�� �� i G.� r i� " "�..�k�_ . FI� ',1y'__ . ICP_i , i "� � �..-_A� - - r - �.�_= i � 8i 6� TRAVERTINE TILE BASE. ATfENUATION EATfS (5[.AL � BOTTOM �VITN ACOlSTICAL �CAULKIM1G�. CS 5/8" TYPE "X" GYP SOFFIi � ON SUSPENSION S�:iTEIA (PAINi). k6 FRC -FlNIJHEU A(TL UN BIUG PAPER ON �FiF A[i�IERIM; VlAi �RFR(�F � � RpUGH SAVIN ix2 �= u Segerberg & Ncte WI notes may not be used on every s�eet. B8 4" RUBBER BASE. W15 1 IAYER OF 5/B' TlPE X GYP BD ON STAGGEREO 3 5/8" STUDS IN 6' C6 SAIAE AS CS WITH R-30 KFtAFT FACED BATT INSULATION. AIEFABRANE ON t/2" CDX FIRE REfARDENT PLYWOOD ON 3 1 /2' � Assoc iates � 89 NO 8/SE. TFtACK W/ 3' SQUND ATTEN BATfS (SFAL BOTTOM W/ ACOUS7 CAiJLK), �7 1 'X6' N01� T&G, V-GROOVE CEDAR BOARDS ON 5/8' IYPE 'X' GYP POLYISOCYANURATE INSUtAT10N ON 5/8" iYPE 'X" GYP SHEATHING ON M2 ROUGH .AWN lx4 �"r �n �OORS : w� b 1 LAYER 5/8" TYPE 'X" GYP BD ON 2 1 /2' C-H STUDS WITH 1 " G1P SOFFIT BD ON STl FRAAIING. MTl DECK ON STL fRAAIING. (SCREW PLYW000 AND ALL CONSTRUCTION M3 ROUGH SAWN 2x2 iF �; Architects F1 4' R�NF CONC SLAB ON 4� GRAVEI ON COAIPACTED SUBGRADE. (SFAL WALLS : UNER PANEL ( 1 HOUR RATING). C8 SAME AS C7 WITH R-30 KRAFT �ACED BATf INSUUTION. 80.0W THI$ INTO MTL DECK) M4 ROUGH SAWN 2x4 � � �. WHERE EXPOSED). W� 3/4' EXT FlNISH AND INSULATION SYS (EIFS) ON 5/8� iYPE 'X' GYP W17 2 UYERS OF 5/8' IYPE 'l(' GYP ON 2 1 /2' C-H STUDS WfTH 1 ' GYP P.C.-A. I .A. C9 5/8" TYPE 'X� GYP SOFFIT 80 ON 2 " Z CHANNELS AT 24' OC WITH 1 MS ROUGH S/+WN 2x6 �F ': �2 THiNSET CERAMIC nLE ON F1 . SHTG ON 6' STUDS WITH R-19 UNFACED BATf MISUUTION AND JB. LINER PANEL (2 HOUR RATING) i /2" POLYISOCYANURATE INSUlATION. PAVING : M6 ROUGH SAWN 2x8 ie;.+ ARCHITECTURE �-3 VINYL COMPOS�f10N TILE ON F1 . yyy 1 1 /2" EIFS ON 5/8' IYPE °X' GYP SHEATHING ON 6" S1UDS WITN W18 1 IAYER OF 5/8' TYPE �X' GYP BD ON 7/8' NRRING CFWNNELS, �� p y �qYERS OF 5/8' TYPE 'X' 6YP BOARD ON 2 1 /2" C-H SiUDS F1 CONf PAVERS ON t ' SAND BED ON 3' REINf CONC SU�B (WfTH MI ROU6H SAWN 2x10 '""�', YIANNING � �4 5 1/2' {TOTAI. THICKNESS) REINf CONC FILL ON MTL DECK ON S7L R- 19 UNFACED BATT INSUTATION AND VAPOR BARRIER. W19 1 LAYER QF 5/B' TYPE "X' GYP BD ON 1 5/B' STL STUDS WITH 1 " GYP IINER P/WEL ( 1 HOUR HORIZONTAI RATING). SNOWMELT PIPING) ON ORPINAGE IAYER ON SELF-ADHERING MEMBRANE M8 ROUGH SAWN 2x1 [ ' �� INTERIORS FRNUING. (SEAI. WHERE EXPOSED). W3 6' NOM STONE VENEER 9N BUlLDING PAPER ON 5/B" TYPE 'X° GYP W20 1 IAYER OF 5/B' TYPE 'X" G1P BD ON 2 1 /2" STL STUDS Cit NO FINtSHED CEILING - OPEN TO STRUC7URE ABOVE (PNNT). WATERPROOFlNG ON CONCRETE STRUCiURAL S�AB ►A9 PRE-fINISHED MEfP " � " II F5 CARPET ON PAD ON F4. SHTG ON 6° SiUDS WfTN R-19 UNFACED BATf INSUL4TION AND VB. W21 1 LAYER OF 5/8' TIPE 'X' GYP BD ON 3 5/8' sn sTUOS ROOF : P2 CONC PAVERS ON 2" SAND BED (WfTH SNOWAIELT PIPING) ON COMPACTEO A110 COPPER FIASHING � " - �6 THINSEf CERAAIIC TiIE ON F4. W4 1 'X6° NOM TdcG Y-GROOVE CEDAR SIC�ING ON BUILDING PAPER ON W22 1 LAYER Of 5/8' TYPE �X" GYP BD ON 6' STL STUDS. S��`�E M11 CIfFT SANDSTONE � t � !vw;,; pir,�E F� THINSET TRAVERTINE TILE ON F4. 5/8' C.DX. F.R.T. PLYWOOD ON 6' STUDS W/ R19 UNFACtD BATf R1 CONC TILES ON ix4 HORIZ BATTENS ON lx4 YERT 6ATiENS ON P3 INTERLOCKING CONC PAVERS ON 1 ' SAND BED ON 4" REINFORCED ; ppp k;,�, �, tage q� yy� W23 2 LAYERS OF 5/8' IYPE 'X' GYP 8D ON 6' STL STUDS W/ 3' SOUND A112 FLOWER BOk �" VINYL COMPOSffION T1LE ON F4. YY5 INSUL AND VB �� SELF-ADHERING WAiERPR00F IAEMBRANE ON 1 /2" CDX FlRE REfARDANi CONCREiE SIAB (WfTH SNOWMELT PIPINC) ON COAIPACIED SUBGR/1DE. vail. CdoradcB1657 ;, 3/4' EIFS ON REINF CAtU OR CONC WAII. PLYWOOD ON 3 1 /2" POLYISOCYANURATE INSUTAl10N ON 5/S' 'X' GfF P4 4' REINF COL�2ED PATTERNED CONC SlAB (WITH SNOWMELT PIPING) ON �13 HEAVY TIMBER '�':� = , ;_ C -.' , ,� - ; , , Tel: 9)W476-4433 THINSET TILE ON TROWELED-ON MEMBRANE WATERPROOFlNG ON W24 SAME AS W22 W 3' SOUN� BATf (SFA1. BOTTOM WITH ACOUSTICAL Faz; 970/476�dG08 � SLOPED GROUT FILL IIINIAIUM 1 ' $LOPE) ON F4 W6 1 1 /2" EfFS ON REINF CMU OR C6NC WALI. � $HTG ON MTL DECK ON STL FRAAIING (SCREW PLYWOOD AND Al1 COAIPACTED SUBGRADE. M14 BRUSHED BRC:N:L � CAULKING) CONSTRUCTION BELOW THIS INTO AITL DECK). M ? 5 POU 'HEO BP �v .' : � ' :i THINSET TRAVERTINE TILE (WfTH HONED SURFACE) ON TROWELED ON W7 EFS ONLY (NO MSUlATION) ON REINF CAIU OR CONC WALL W25 lx6 NOM TkG, V-GROOVE CEDAR SIDING OVER 1x4 BLOCKING ON PS THtNSET RANDOM PATfERN STONE PAVING ON 4' REINF CONC SlAB (WITH ` NEMB WP ON SIOPED GROUT FILL AIIN 1 ' SLOPE) ON F4. R2 COPPER ROOFlNG ON BI.DG PAPER ON SELF ApHERING WATERPROOF SNOWMEIT PIPING) ON COMPACTED SUBGRADE. �a ". " , ' - "+ ,. ( WS 8� REINF CONC AIASONRY UNITS (P). BUILDING PAPER ON REINF CMU OR CONC. MEMRRANE ON 5/8' IYPE "X� GYP SHTG ON kTL DECK ON STL fRiWING. � „ t � 11 THINSET RANDOAI PAiTERN STONE PAVING ON F4. yyg 8� CAST-IN-PLACE CONC WALL ( 10' AS INDICATED)(P IN STA1R �' 1 ). W26 PROTECTI(NI BOMD OVER SEIF-ADHEPoNG WATERPROOFING ON FORMED P6 4't SLOPED, REINF COLORED CONC SLAB (WITH SNOWMELT PIPIN�. Denve. Ofii;:e R3 SAME !S R1 EXCEPT W(THOUT 1}IE 1 /2" PLYWOOU AND 3 1 /2' DRAINAGE LAYER ON MEIAB WP ON CONC SiRUCTURAL SlAB t6t7 wazee sc =rqSE : Wt0 6' NOM STONE VENEER ON REINF CMU WALL. CONCRETE WALL. POLYISOCYANURATE INSUU+iION. 5i'� Cz W11 1 IAYER 5/8' TYPE 'X' GYP BD ON 6" STUDS ON VAPOR BARPoER. CEILINGS : R4 P7 SALIE AS P6 EXCEPT WITH PATTERNED, COLOFED CONC TOPPINC _ a, Derner, Colondo eo2o2 i B1 6" NOMINAL PROFlLED W000 BASE (ST). ADHERED EPGM ROOFING ON SLOPED CONC FlLL (A11N 6' TOTAL THK) pg Zx6 REQW�OD DECKING SCREWED TO SLOPED 2x SLEEPERS 0 j � , 7e1: 303l6z3-3355 i fanr303/623-2262 82 4' NOA9NA1 PROFlLED WOOD &4SE (51�. w� Z 5/8" S UDS WITN 3 BSOUND� ATTENUATION BATTS (SEAL BOTfOM /WfTH N 3 C1 5/B' iYPE "X' GYP BO ON SUSPENSION SYSTEAI. MIfTH SNOWMELTING PIPING ON A{TL DECK ON STL FRAMING. pp� pROTECTION BOARD ON SELF ADHERING WATERPROOF MEMBR'{", : ' B3 6' NOMINAL PROFlIED WOOD BASE P . ACOUSTICAL f,qULKfNG C2 5/8' TYPE �X' GYP BD ON SUSPENSION SYSTEM WfTH R-36 BATT R5 LOOSE WD BALIASTED EPOM ROGFING ON TAPERED INSUlATION ON 5/S' STL PLATE STRUCTURE � � ) � INSULATION AND VAPOR BARRIER. TYPE "X' GYF BD ON MTL DECK ON 5TL �RAIAING. pg SqL OVER 1 /Z' DRANVAGE/PROTECTION BOARD ON WATERPROOF 64 4' NOMINAL FPOFILED wCOD fl4Sf (Pl W? 3 SnuE AS W� 2 wtTH STAr.,�ERED 3 5/8" STUDS IN 5' TRa.CK � j ? �qti � nF ! /2' ttoF "X" G'+P 9D GN Sn Si;1D JOIS�S W!TH R-38 R6 CnPPER ROOFIN6 Or! RLDG �PPE? ON SEL� ACHERING WATERPROOF MEMBRnvE ��N SLOPE�. ON�: F!LLEC �L DECk �h �?RUC?URF,. ' _. � � - tr�� M'rU.� . 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W15 1 UYER OF 5/S' iYPE X GYP BD ON STAGGERED 3 5/8' STUDS IN 6� � $q� q$ CS WfTH R-30 KRAFT fACm BATT INSUUTION. AIEMBRANE ON i/2' CDX FlRE RETMRDENT PLYWOOD ON 3 1/2' ►Ip ROUGH $AWN lr4 ',= 1M Associates FLOORS : as NO BASE. TRACK W/ 3° SOUND AiTEN BATTS (SEAL BOTTOIA W/ ACOUST CAULK) C7 1 "X6' NOIA TdcG, V-GROOVE CEDAR BQ4RD5 ON 5/B' TYPE 'X' GYP POLYISOCYANURATE INSUTATION ON 5/8" 1YPE 'X' G1P SHEATHING ON w� 6 1 IAYER 5/8" TYPE �X" GYP BD ON 2 1/2' C-H STUDS WITN 1 ' GYP SOFFTT BQ ON STL FRAAIING. AfTL DECK ON SiL FRAAIING. (SCRE11' PLYWOOD AND ALL CONSTRUCTION �3 ROUGH SAWN Zx2 TRi�+ Arc h itects F1 4' REWF CONC SlAB ON 4° GRAVEL ON C0IAPACTED SUBGRADE. (SEAL WALLS : UNER PANEL ( 1 HOUF RATiNG). CS SAME AS C7 WfT}i R-3G KRAFf FACW BATf kISULATION. BELOW TNIS �NTO t�Tl DECH) A14 ROUGH SAWN 2x4 iRIM WHERE EXPOSED). W1 3/4' EXT FINISH AND INSUlATION SYS (EIFS) ON 5/8" TYPE �X' GYP W17 2 LAYERS OF 5/8" IYPE 'X" GYP ON 2 1 /2" C-H STUDS IYITH 1 ' GYP �g 5/B' IYPE "X" GYP SOFFIT BO ON 2' Z CHANNELS AT 24' OC WITH 1 M5 ROUGH SAWN 2x6 TRIM P.C.-A. I .A. F2 THINSEf CERAAIIC TILE ON Ft . SHTG DN 6` STUDS WITH R- 19 UNFACE� fl4Tf INSUlAT10N AND VB. LINER PANEL (2 MWR RATING). 1 /2' POLYISOCYANURATE INSULATION. PAVING : M6 ROUGH SAVM 2x8 TRIM ARCHITECTURE F3 VINYL COMPOSITION TILE ON F1 . Wq 1 ) /2' EIFS ON S/8" iYPE 'X' GYP SHEATHING ON 6" STUDS WffH W18 1 L4YER OF 5/8' TYPE 'X" ;YP BD ON 7/8' FURRtNG CFiANNELS. �� p 2 LAYERS OF 5/8' TYPE 'X" GYP B(MRO ON 2 1 /2� C-N STUDS P1 CONC PAVERS ON 1 " SAND BED ON 3" REINF CONC SLAB (WITH M7 ROUGH SAWN 2x10 TR!U PLAN NING F4 5 1 /2" (TOTAL THICKNESS) REINF CONC FlLL ON AITL OECK ON STL R- 19 UNFACED BATT �NSULATION AND YAPOR BARRIER. W19 1 UYER OF 5/8' iYPE 'X' G1P BD ON 1 5/B' STL STUDS. WfTH 1 " GYP LINER PANEL ( 1 HOUR HORIZONTAL RATING). SNOWMELT PtPING) ON DRNNAGE LAYER ON SELf-ADHERING YENBRANE M8 ROUGN $AWN 2x12 TP4d INTER10R5 fRAMING. (SEAL WHERE O(POSED). W3 6" NOM STONE VENEER ON BUIIDING PAPER ON 5/8' iYPE 'X' GYP W20 1 LAYER OF 5/8' lYf'E 'X" GYP BD ON 2 1 /2' STL SNDS. C11 NO FlNISHEO CQLING - OPEN TO STRUCNRE ABOVE (PAINT). WATERPROOFlNG ON CONCRETE STRUCTURAL SIAB. M9 PRE-FWiSHED IAEfA1 FUSHw_: - _ _ : F5 CARPET ON PAD ON F4. SHTG ON 6' STUDS WITH R- 19 UNFACED BATT INSULATION AND VB. Wp1 1 LAYER OF 5/8" iYPE "X' GYP BD ON 3 5/B' STL STUDS. P2 CONC PAVERS ON 2' SAND BED (WITFi SNOWMELT PIPING) ON CONPACTED M10 COPPER FUSHING (SFiAFE 6_ :'" � J . , F6 THINSEf CERA►AIC nLE ON f4. W4 1 'X6° NOA1 T&G V-GROOVE CEDAR SIDING ON BUILDING PAPER ON WyQ � �qYER OF 5/8" lYPE "X' GYP BD ON 6" STL STUDS. R�� SUBGRADE. Ml l CIEfT SANDSTONE CAF Main O(fioe F7 1HINSET TRAVERTINE �1LE ON F4. 5/8" C.D.X. F.R.T. PLYWOOD ON 6° STUDS W/ R19 UNFACEp &1TT R1 CONC T1LES ON 1x4 HORIZ BATTENS ON 1x4 VERT BATfENS ON P3 INTERLOCKING CONC PAVERS ON 1 ' SAND BED ON 4' REINFORCEll tW0 Scxnh Fron Road west INSUL AND VB. W23 2 LAYER$ OF 5/8" 1YPE 'X" GYP 8D ON 6' $TL STUDS W/ 3" SOUND ��j_pp}�ERING WATERPROOf AIEMBRANE ON 1 /Y GDX FlRE RETPf2DANT CONCREfE StAB (WITH SNOWMEIT PIPING) ON COMPACTED SUBGFADE � 12 FLOWER BOX vail, Cob�91657 F8 VINYL CONPOS(TION TILE ON f4. W5 8A1T. pLYWppp pN 3 1 2 POIYISOCYANURATE INSUUTION ON 5/8� �X' GYP A� 13 HEAVY TIIABER TF �1 ': 's '.!+:. ', � _ . : - �1 ' , , Td: 9701476-4433 F9 THINSET TiLE ON TROM'ELED-ON IAEMBRANE WATFRPROOfING ON 3/4' �FS ON REINF C11U OR CONC WALL. � � P4 4' REINF COLORED PATTERNED CONC SLAB !WffH SNOWAIELT PIPING) ON Fu 9�a4�6 4606 SLOPm GROUT FILL (MIN111UA1 i � SLOPE) ON F4 W6 1 1 /2� EIF$ ON REINF CMU OR CONC WALL W24 SAME IS W22 W/ 3' SOUND BATT (SEAL BOTTOIA WITH ACOUSTICAI SHTG ON MfTt DECK ON S71. FRAMING (SCREW PLYWOOD AND AU. COAIPACTED SUBGRADE A114 BRUSHED BRON�L CAULKING). CONSTRl1CTlON BELOW THIS M(TO bRL DECK). pg iHINSEf RANQOM PATTERN STONE PAVING ON 4' REINF CONC SU�B (WI?H M15 POUSHED _BRONZ- F10 THINSEf TRAVERTINE TILE (WITH HONED SURFACE) ON TROWELED ON W7 EFS ONLY (NO INSUTATION) ON REINF CAIU OR CONC WALL W25 1x6 NOM T&G, V-GROOVE CEDAR SIDING OVER 1a4 BIOCKIN6 ON R2 COPPER ROOFlNG ON B�DG PAPER ON SELF ADHERING WATERPROOF SNOWMELT PIPING) ON COMPACTED SUBGRADE. M � = NSU�A?-D ' •L',' ` MEA18 WP ON SLOPED GROUT fiLL (MIN 1 " SLOPE) ON F4. w8 g' REINF CONC MASONRY UWTS (P). BUILDING PAPER ON REINF CMU OR CUNC AIEMBRANE ON 5/8" TYPE 'k' G1P SHTG ON A(TL DECK ON STL FRAAIING. F11 THINSEf RANDOAI PATTERN STONE PAVING ON F4, yy9 8" CAST-IN-PLACE CONC WALL ( 10' AS INDICATED P IN STNR 1 ) W26 PROTECTION BOARD OVER SELF-ADHERING WATERPROOFlNG ON FORIAED P6 4't SLOPED, REINF COLORED CONC SlAB (WITH SNOWMELT PIPING) ��ti Demer Off��e � �� d R3 SAME AS Rl IXCEPT WITNOUT THE 1 /2° PLYWOOD AND 3 1 /2' DRAINAGE IAYER ON AIEMB WP ON CONC STRUCTURAL SLAB 1617Wazc� st. �E W10 6' NOM STONE VENEER ON REINF CAIU WALL CONCRETE WALL POLYISOCYANURATE INSULATION. 5"'� �2 P7 SAME AS P6 ExCEPT wfTFi PA7TERNED, COLORED CONC TGPPING SlF6 oenver, Colondo eo2o? Wit 1 IAYER 5/8" 11'PE �X' GYP BD ON 6' STUDS ON VAPOR BAftRIER. CEILINGS . R4 ADNERED EPDA1 ROOFtNG ON S�OPED CONC FlLL (NIN 6' TOTAL THK) Td: 303/623-3355 81 6' NOAIINAL PROFlLED WOOD BASE (ST). W� y 5/8' TYPE 'X" GYP BD ON 1 /2" RESILIENT CHANNELS AT 24' 0/C ON 3 Ct 5 8' lYPE 'X' GYP BD ON SUSPENSION SYSTEM. WITH SNOWMELTING PIPING ON IATL DECK ON STL FRAMING. P8 2x6 REDWOOD DECKING SCREIYED TO SLOPED 2x SLEEPERS 6 tE" Far: 3o316z3-226z 82 4' NOMINAL PROFlLED WOOD BASE (S�. 5 8' ST11DS WITH 3' SOUND ATTENUATION BATTS SEl+L BOTTOM WITH / ON PROTECTION BOAf2D CkJ SELF ADHERING WATERPROOF IAEAIBRANE '• � � C2 5/8' TYPE 'X' GYP BD ON SUSPENSION SYSTEAI WITH R-38 BATf R5 LOOSE IAID BALLASTED EPDM ROOFlNG ON TAPERED INSUlATION ON 5/8" $TL PUTE STRUCTURE 83 6' NOMINAL PR�FlLED WOOD BASE (P). ACOUSTICAL CAULKING). MSULATION AND VAPOR BARRIER. TYPE "X" G1P BD ON MTL DECK ON STL FRAIAING. � 84 4' NOIAINAL PROFILED W000 BASE (P). W13 SAME �lS W12 WfiH STAGGERED 3 5/8� SNDS IN 6' TRACK. C3 2 IAYEP.S OF 1 /2' '(YPE "X' GYP BD ON STL SiUD JOISTS WITH R-38 R6 COPPER ROOFlNG ON BLDG PAPER ON SELF ADHERING VIATERPROOF P9 SOII OVER 1 /2' DfLUNAGE/PROTECTION BOARD ON WATERPR�OF AIEAIBRANE ON SLG?ED, CONC RLLED IATL DECK ON STRUCTUF:_ : � � BS 1 " k 4' NOAIINAL FLAT WOOD BlSE (Pj. BATf INSUlAT10N AND VAPOR BARRIER. 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R7 NOT USED M _ _ Se e �ber Q 87 6" TRAVERIINE TILE BASE. ATTENUAiION BATTS (SFhL BOTfOM WI?N ACOUSTICAL CAULKING). CS 5/8' TYPE "K' GYP SOFFlT BD ON SUSPENSION SYSTEM (pNNT). R8 PRE-FlNISHED MTL ON BLDG PAPER ON SflF ADHERING WATERPROOF u K;,,; y . , � �,, , _ -,::�, a� �•r -> NI notes rtwy no+ be used on every sheet. B8 4" RUBBER BASE. W15 1 IAYER OF 5/8' TYPE 7( GYP BD ON STAGGERED 3 5/8' STUDS IN 6' C6 SAME AS CS W�TN R-.i0 KRAF'f FACED BATf INSULATION. IAEI.IBRANE ON 1 /2' CDX �tRE RETARDENT PLriM00D ON 3 1 /2" M� ROU�H :,A�vN 1z4 Tk:M Assoc iates TRACK W/ 3' SOUND A1TFN BATTS (SEAL BUTf01A W/ ACOUST CAUU(). POLYiSOCYANURATE INSUlATION ON 5/R' TYPE 'X' G1P SHEATHING ON B9 NO 60.SE C7 1 'X6' NOA1 ThG, V-GRGOVE CEDAR BOAFDS ON 5/8' TYPE 'X` GYP �13 ROUGH SA.SVN 2x2 TP.:�� , MTL DECK ON STL FRAAIIN�. (SCREW PLYWOOD AND ALL CONSIRUCTION Architeets � __;ORS : w� g 1 UYER 5/8' iYPE 'X" G`'P BD ON 2 1/2' C-H STUOS WfTN 1 ' G1P SOFFlT BD ON STL FRAAIING. BQ.OW TH�S INTO MTL DECK) M14 ROUGH $AWN 2�c4 TRIM � 4' REINF CONC SViB ON 4' GRAVEI ON COMPACTED SUBGftADE. (SEAL WALLS : L1NEP. PANEL (1 HOUR RATING). C8 SAME AS C7 WITH R- 30 KRAFT FACED BATT INSUlATION. wHERE EXPOSED). W1 3/4' ExT FINISH AND INSUlAT10N SYS (EIFS) ON 5/8" lYPE 'X' GYP W17 2 LAYERS OF S/8" TYPE 'X° GYP ON 2 1 /2° C-11 STUDS WITH 1 " G1P C9 5/8' 1YPE "X° GYP SOFf1T BD ON 2' Z CHANNELS AT 24• OC WRH t M5 ROUGH SAwN 2xb TP,I�., P.C.-A.I .A. � -_ THINSE? CERAMtC TILE ON F1 . SHTG ON 6' SNDS WfTH R- 19 UNFACED BATT INSUTA?lON AND VB. LINER PANEL (2 HOUR RATING). t /2" POLYISOCYANURATE INSUTAPON. P.AVING : M6 ROUGH SAwri 2x8 TRiN ARCHITECfURE �" i VINYL COMPOSITtON TII.E ON F1 . Wp 1 1 /2' EIfS ON 5/8" TYPE 'X' GYP SHEATHING ON 6' STUDS WITH W18 1 LAYER OF 5/8' lYPE "X' GYP BD ON 1/8" FURRING CHANNELS. �� p 2 LAYERS OF 5/8" TYPE 'X" GYP BOARD ON 2 1 /Y C-H SNDS P1 CONC PAVERS ON t " $AND 8ED ON ,i' REINF CONC S(AB (W�TH M7 ROUGH S+�WN 2x10 TF �d PLANNING 4 5 1 /Y (TOTAL THICKNESS) REMIF CONC FlLL ON A(iL DECK ON STL R- 19 UNfACED BATT INSULATION AND VAPOR BARRIER. W19 1 LAYER Of 5/8� lYPE �X° G1P BD ON 1 5/8° STL STUDS. WITH 1 ° GYF L1NER PANEL ( 1 HOUR HORIZONTAL RATING) SNOWMELT PIPING) OH DRAINAGE IAYER ON SELF-ADHERING MENBRANE IA8 ROUGH ;AWN 2x12 ?i� M INTERIORS FRAMING. (SEAL WHERE IXPOSED). w3 6" N01A STONE VENEER ON BUILDING PAPER ON 5/8" 71'PE 'X' GYP W20 1 IAYER OF 5/8' TYPE 'X� GYP BD ON 2 1 /2' STL STUDS. C11 NO FINISHED CEILINC - OPEN TO STRUCTURE ABO'JE (PAINn. WATERPRO�FING ON CONCRETE STRUCTURAI SLAB. y9 PRE-FlI�SHED A1EiA� � .? �; s= ', s URPET ON PAD ON F4. SF!TG ON 6' STUDS WITH R- 19 UNFACED BATT INSUlATION AND VB W21 1 IAYER OF 5/S' iYPE 'X' GYP aD ON 3 5 /8' Sn sruos. ROOF P2 ���E�RS ON 2' SAND BED (WIT}+ SNOWMELT PIPINC) ON COAIPACTED � � 0 COPPER FIISHING (SHaPE 4;, DETNL�! � THINSE� CERNAIC TILE ON F4 W4 1 'X6' NOM T&G V-GROOVE CEDAR SIDING ON BUILDING PPPER ON Wp2 1 LAYER OF 5�8" IYpE 'X' GYP 9D ON 6" STL $TUDS. 4111 CLEFf SANDSTONE CAP. titain Office - THINSET TRAVERTINE T1LE ON F4. 5/8' C.�.X. F.R.T. PLYWOOD ON 6" STUDS W/ R19 UNFACED BATf Wp3 2 IAYERS OF 5/8" TYPE �X' GYP ep ON 6' STL STUDS W/ 3' SGUND R1 CONC TILES ON 1x4 HORIZ 9ATTENS ON 1x4 VERT BATfENS OM P3 INTERLOCK!NG C�NC PAVERS ON 1 ' SAND BED ON 4" REINFORCEO M12 ROWER BOX. � �c' S`"''fi F� Road W°� � SELF-ADHERING WAiERPROpF MEIABfWrE ON 1 /2° CDX FIRE REfARDANT CONCREIE SLAB (W(TH SNOWMELT PIPING) 6N COAIPACTED SUBGRADE. Vzil. Co 8t657 " 8 V1NYL COMPOSITION TILE ON F4 W5 ���� 'v'�� � BAT�. �115 HEAVY TIMBER TFIM (,!ZE AND SHAF� -, _ - rv � f�' 97W476-4433 I PLYWOOD CN 3 1 /2' POLYISOCYANURATE INSULATION ON 5/B� 'X' GYP pq 4' REINF COLORED PA7TERNED CONC SLAH (NITH SNOWMELT PIPINGj ON ' � iHINSET TILE ON TROWEIED-ON MEMBRANE WATERPROOFlNG ON 3/4" EIFS ON REINF CMU OR CONC WALL Faz: 97q�'a?6-4r�oe I W24 SAME AS W22 W/ 3' SOUND BATf (SEAL BOITOM WITN ACOUSTICAL SHTG ON MTL DECK ON STL FRAAIING (SCREW PLYW00� AND ALL COIAPACTED SUEGRADE A114 BRUSHED BRGNZF SLOPED GROUT FILL (MINIAIUAI 1 " SIOPE) ON F4. W6 1 1 /?' EIFS ON REINF CMU OR CONC WALL. GAULKING). CONSTRUCTION BELOW THIS INTO Al�L DECK). �115 POIISHED BRO^i _ '_ W25 lx6 YOM TAcG, V-6ROOVE CEDAR SIDING OVER lx4 BLOCKING ON P5 THINSET RANDGAI PAT7ERN STONE PAVING ON 4' REINF CONC $lA8 (WITH ,� ,� � ' U THINSET TRAVFRTINE TILE (WITH HONED SURFACE) ON TROWELED ON W7 EFS ONLY (NO INSULATION) ON REINF CAIU OR CONC WALL R2 COPPER RGOFING ON BLDG PApER ON SELF ADHER!NG WATERPROOF SNOWMELT PIPING) ON COAIpACT:D SUBGRADE. M � 6 ' IN�L �arE� c;,1. ': MEMB WP ON SLOPED GROUT FlLL (IAIN 1 ' SLOPE) ON F4. W8 8" REINF CONC AIASONRY UNRS (P). BUILDING PAPER ON RE7NF CMU OR CONC. MEMBRANE ON 5/B' n'PE 'X' GYP SHTG UN A(TL DECK ON STL fRAMING. � THINSET RANDOM PATTERN $TONE PAVING ON F4. Wg g' �A$T-IN-PLACE CONC WALL ( 10' AS INDICATED)(P IN STAIR �11 ). W26 pRpTECTION BOARD OVER SELF-ADHERING WAIERPROOFlNG ON FORh1ED P6 4't SLOPED, REINF COLORED Ct�NC SlA6 (WITH SNOWIAELT PIPIt�i; [�eir�e- Off�ce _; � ,E : W10 6' NOM STONE VENEER ON RE1NF CNV WALL CONCREfE WP11. RJ SAUE AS R1 EXCEPT MIITHOI.R THE 1/2" PLYWOGD ANO 3 1 /2' ORAINAGE LAYER ON NEMB WP ON CONC STRUCTURAL SlA6 "'' � �"� S� POLYISOCYANURATE INSUTATIpN. � , �"�e � � W11 1 lAl'ER 5/8" TYPE "X" GYP BD ON 6' STllDS ON YAPOR 8N2RtER. CEIUIJGS : P7 SAME PS P6 ExCEPT WITH PATfERNE�, COLORED CONC TOPP�NG , . D�rver, colorado eo2o2 � i 6" NOIAINAL aROFILED WOOD BASE (ST) F4 AOHERED EPDIA ROOFING ON SLOPED CANC FlLL (MiN 6' TOTAL 1NK) Fax: 3�03�/6��226 � W12 5/8' iYPE 'X' GYP BD ON t /2' RESILIENT CHANNELS AT 24' 0,/C ON 3 C1 5 8" TYPE 'X' CYP BD ON SUSPENSION SYSTEM. WRH SNOWMEI.TING PIFING ON AIR DECK ON STL FRAMING. PB 2xE REDWOOD DECKING SCREWED TO SLOPED 2x SLEEPERS � ' � �' ' 4' NOMINAL PROFILED WOOD BASE (ST). 5 8' STUDS WITH 3' SOUN� ATTENUATION dATfS (SEAL BOrfOM WITH � ON PROTECTION BOARD ON SELf ADHERING WAiERPR00F ME� ' -'� � C2 5/8' TIPE "X" GYP BD ON SUSPENSION SYSTEM WITH R-38 BATT R5 LOOSE WD 8ALL0.STED EPDAI ROOFING OY TAPERED INSUTATION ON 5/8" STL PIATE STRUCTURE. � E3 6" NO�IINAL PRpFlLED WOOD BASE (P). ACOUSTICAL CAULKING). INSUlATION AND VAPOR BARRIER 7YPE "X" GYP BD ON MTL GECK ON STL FRAMING. �a 4' NOMINAI PROFILED WOOD BASE fP). W13 SAME AS W12 WfTH STAGGERED 3 5/B' STUDS IN 6' TRACK C3 2 IAYERS OF 1/2° n'PE "X' GYP BD ON STL SiUD JOIS7S WITH R-38 R6 COPPER ROOFING ON BLDG PAPER ON SELF ADHERMG WATERPROOF P9 SOIL OvER t /2" DRAINAGE/PROTECTtON BOARD ON WATERPR'� ` ME�ABRANE ON SLOPED, CONC FlLLED MTL DECK ON STRUC?'� F =. t;5 1 " ?� 4' NOMINAL FLAT WOOD BASE (F) BATT INSUlATIOtv AND VAPOR BARRIER. MEMBRqNE ON 5/8" CDX PLYMJOOD ON STL STUD JOIST FRAAIING. , 2 3 ' �O 2 3 4 � � ' 0.8 1 2 �° O ° 4 4.5 z �5 � As. i z s as. � � 7.5 ( 8 ) 3 a5. i ( 8 ) As. i 10 . ao a f - rz'- o° , zr-o• i ,,. �, e.o as. , � ,. . , ns. � � � �� A6 . 1 �J ���_ 6�-_�'/ � - - --- - -- - - * - - - � i � -0" " Ow Lq" 27 - 0" a . 6 ��-- C _ - - �- - - - 27 0" - -- - --�4 ,: -- - � - - - - - - -- - - �` - - -- -- - - - - - - - - .+` �` � i � �4', - - - --- f-- - 3- E?' �-- � 12'-0• � 12'-0' * . E� � � ,K - �` , � �` - - --�� � � � � � I I � � ' � 3.8 � � I � i I I �I , � i i � I � , ' I I I 'I � EL 1i��'- i ', I ' � � � � � � �� I i ' ,9, � � � �j ROOF ABOVE 3RD �L5 _- - . 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I '1 i _ _ - _ _ '_ --- _ _ ' ' _ ' _ . _ ' - - _ '-_ _ --_ _ - _ _ _ '_ _ -� � i �-�- - - - - - - SIM_ 'k - 1'-0. ='�c - - `O - - - - - � � � � � 5 -� EL 109 -6 1 � � k� 3. 1 � i 'M� i � MMlCABLE SHOWN (T!P) � � ; � � �'h � ^ � � ' . 1 " � ^ ' I � ,� T 0 SHTG � �, � � � T 0 SNTG � I T 0 SHTG � � t , � i T f! 5 TG � <o � T 0 SHTG ( ELOW) T �0 SHTG �j' � 1 � EL 114 -7 7/8 ' - - - - - . - - ' I _ 4 � /Z� - 4 � �Z� _ _ EL 121 '-4 5 8" _ _ � _ EL 21 �-4 5/8 - - - � ` � �Q 2 , � EL 121 -4 5 R � � EL 109'-� � i �I-��..g• � � , � I � � � � EL 1 I2'-4 S/ " ^� � i � , � " � � � 3'-6 T 0 SHTG � , 3.8 I .0 '� ; ; ' - i � I � i � - E L 1 3' - 1 0 1 /8" _ � ° - ri I i ' � TrP � i � T S D N � / � I \ i I ` � � I RtCK 3. 1 I I �/ ; GUTTER (TrP� , � � � I � � � � � � �'i t '-0' d-0" D' IM. E� DOYMNSFOUT � ?Y-i � � i i - �� _ _ 3.5 � � I R� � �fCHANI;AI o �ti i-� � �.� '-. � � R1 ' CHIMNEY (lYP) � 12 -�- - - T 0 SHTG � � � � � 99 / � � � c��o� z � � R caoR i i i i - � i - i � - `� �' �� , � � 3.a ' � � � � �nP � � � � � � ° � - - - � r ' , g_ 12 � ° EL 115'-6 5�8' � � I � T 0 SHT�_ � � ,� �� � _ � j t ; EL 105 -6 i !t�' .� � � I � I �;� " � 2 � �`� � ,, � si . o s�rc � / � �� '- � ='� '; _ _� i � � i 4. 1 � `• � � �. EL 107' 10 7�A` � I ' T '0 SHTG HATCH I •^ i i �� � �i i I L . 3J .� � � a 4'ti4' ROOF • � \ .'� , y , � EL 116' - 6 3/4" W1 I _ ' , i ' � g � i 3. 1 � _ � T 0 SHTG <_ , , - A ]�', , , T ACCESS � . 1 � � � A7. 1 � ° � _ F, r , \ 4 '� � � ;' i �� �F E i 0 SHTG I ��� � � i L, c vi LEVATOR � �� � i �ii � � EL 113'-3 3/4 .--� .ly?` .' EL 10 -3 1 4 � i ' _ � (-�- ` I i �' � � - � - - - - - - - - F S � � �� � EF VENT � ��� � 3' 0" � 5: 1 � 1� �� `v T 0 SHTG /�� � �� MWN RQOF) , 'i . 1 ,Z, � i i , .� I I � - - - - - - -- - - - -I- - - - - -- � -� - �` * - -- -- i El _109'-6 1 �8° - � / r \ � �� . - 1- - . E , , - � T iiT" ' � I WAL�CINCs BOA4D5 T�p S G(�pW) I � I � � � - I E - - - - � � \� - � � - - t - -- - - - - -- - � I � � � 3. 4 .;RICH 114 -0 SH�4G ' � � � - - i - -- l� ,� � . . 1 1 I � � l, r . T 0 SH'� � ReVISlOf15: � � � � _ � '� r E� 1 4'-3 1 �4" �--�F�'�' I -�-� �R4J � ' El 1U6 5 8 � I I ( � i � SIA1 - - � i J� � s . �� �� � ` � . �i � .�' � � � r/o wnu s�o�� � � E� � 03'-+ �/g Core/Shell 11 /7/97 � � =; ,_ , � T o s�rc � I i ' o° , 3.a , � _ � �� ^ � Q , �� - - - I E! 118' -3 5/8 EL 116?-4" 111 ' T10 7 8G i � i � 3. 14 il � I - , � � . COP2�5F1e'�� 11�26/�97 i I �p, �1.. � �- L - . 3 I , � R6 STANDING SEAM i , I I I � - - T 0 SHTv I� C0�15�lUCUO�I �, � �� - -� -- = - - � � I � 1'-4 1 /2' T/0 SHTG � I I � 'k - � � � OPERABLE <�CCC c° � � '-0' . � EL 112' -4 5/8' SNOW FENCE / \ , . � g� � p � E� 121 4 5 8' �� - �- '� ' ' RE DETAIL t 11 It1t8f10rS ��8 � T 0 SHT6 . � � 3.7 WINDOW `--' �' � -�1� 1'-6' , � r"`� � � , 3.4 i 3.6 I 8� I F ,� R6 I - � F � � � EL 108'-3 3� • '� � � � � THI , SIDE � �- - - . � SII�! �I � � • � o i 0 SHTG H H o 1 � i P0C{Cdge Y � � i �;�. � � �, _ E� ioa - < s/8 - - - - _ Re� s� �� - - - - - - - � - � F - - - � - - , �- - -� - 3-o I; .- - - - - I - - �- - - - - � -- - - - - - 3.� - - _ - - _ - - = - - - -�-;-- � ` �_ F � ,t ^. _ ` � -� � FIREP E fLUE L � T/0 SHfG I i . , 6, - - - - - O F.2 . °' � I � I T o s�rc � a . ii , \ T R6 �� - = - " _ _ � _ ._, -_t==- � � - ___ _ - - _ -_ - - -- --- - - _ - - E� � �s - � s/e � ASI #17 2J23/98 Q � 2 i -',`- - - ,-- , � T1P I � ; 1 �-0' El 1�155� 1 � ' -- t-- . _ _ . , r- I r' ' - 3 . 5 � �I11 -i i ` 3.9 ao ' , ' � - - ' �:- - 31 - EL t08 -7 5 8" M 3" " RS� � �. I IM �, � 0 0 - - - - �.3 - �- - - - � - -- - -- � ; � �. � , � _ - -_ - - - � , I " � � . 6. p F.B F. 6 - ^ I n - - - - � . - -i - - - - - - -- 3.3 i:i � - - _- =G ' - - - '-- - - - _ - - - - - - - - - - - - - - - _ � -- - - _�__�-�. 3���- - - - _ - �^ - - 1 -6' �-- � - - - � llb-4 S - ' i i - - - -- - -- 3. 1 -� - - - - - - T _ _ _ i E3_� TG 4 2 � � � � v t -` y ' , .i I � v _. . ._ _ � - = _ _ _ _ � 3. 1 � ._ . 2 i � I i � � i � � M� � i �p �HTG - - - - �f+� - - -- - - - 3.9 M - - ' - - - - - - - -- - - - . . - - -- - - - - - 'k � - - -- -- - - - - - - - - - - -- - -- - - - - - - - - - -- _ _ - - - - -- - - :S C , � I G =� � � E� � iz '-s �/4 - � - a -. �. ° ' � � i � � � �� � , � EL 1U6 -2 5�8 3. 1 T 0 SNTG � " � T '0 SHT6 � � �., II � � � �- i 3.5 i I - � EL 112 -4 /�y., i ; I - `-t - - �fc -- � � EL 1 t 2 -4 t/8 - - - - , - �-- i � I 3'-0' 3'-0' i 3.3 ' i o � � �i� _ G.4 � I ,* - �- � i i I QF � Q( U +� i � i I I s.s I i Q�� 9 � i i � ' � ' � 3 -�� � � i � � � \ f- �- - - � --- - - - - - � - - - - - -- - - - -- -- - ---- - K T , ' � ' I ' ' y * SEG (� * � H - -- --- -- - - - - -- - - - - - --- - -�- -- - - ---� - - - - -- - - - - , - - - N I - 1 7 � � --�- �- ! � � ! � I I � � '' �� i � ' ��/� !� � ~ �` I _ , i � � ��� A RC�`� � � � � � � � � _ I i � , ; � _ _ I � I I I I Date: 11 /26/97 ": � i i I I i � � ''- - - -- -- - -� � I � � � � ; , � � Project No: � 19017.00 � I � ' - - - ----- - _ � � ; j , � � - -- , '_; , � i � _ t2'-o' 2'-0' -- - � � I to'-o' r-o' io'- Drawnby: - IndaCAD ` -�i , z'-o• zr-o• _ � v'-o• � 24�0° _ zr-o' _ v-o' � za'-o` � zr-o' - - -s� - - -- --- - - � -- - - - -- - - - - -,� f --- �` Checked by: B1D U � � za'-o' - - -- - - - . <� - - - -- - -- - - t- - - -- ---� - -- - -- - --- - -� -- - -- � -- - - --- - � -- - - - - --- v �� , --- -- - � i 3 Sheet 1 Of - 1_ ` 1 2 � ^ 3 3 4 4.5 2 5 � 6 3 7 7.6 8 6.3 8.6 B g 6� 10 � 6.5 7. 6.4 6 .4 6.4 6.3 � � 7.0 � � � � � O � � 3 �� o o � . � 2 3 1 2 AS- � `-= .0 .0 A5 . 1 A5. 1 D D �,, � � �oo� po�� � 1 3 . 0 � � , a �' 4.O , T � � S.O�e � /�' = � -�� J L c� � , -, FT ,- C COPYRIGHT I � � - - -- -- - - -_ _ -- - - - _ - - - -- - - _ _ - - -- - - - - - � - -- - - - - - - - -- _ - - __ , L U ' � � y "��. � �w1M :� �_ __ __ _ _ a_ _ _ c . . � . �. . . . . . . ' _ _ _ _ _ _ _ _ . . _ . � _ „ - . . _ _ •- -� . . . . � • - Ij � �� °y� �O� °�� Efi 6� (,EFLIMIC iILE BASE, W � 4 2 tAYER OF 5/B� TYPE "X" G"P BD ON 3 5/8 STUDS W1TH 3' SWND C4 2' A 4� ACOUSTICPI 'ILE CEILING ON SUSPENSION SYSTEM. Ri NOT UsE9 �j__ PIerCE'� � � - B7 6 TRAVERTINE PLE BASE. ATTENUATION BATTS (SFAL BOTfOU Wlili ACOUS11CAl CAUIKING). C5 5 8' iYPE 'X' G1P SOFFfT BD QN SUSPENSION SYSTEM PA1NT . R8 PRE-FlNISHED NTL ON BLDG �APER ON SF1.F ADHERMC WATERPROOF � _„ Segerberg & -- ---- - - / ( ) �t ; �, �, :. + ,��v�� �� , . �� 68 4' RUBBER BASE. W15 1 IAYER OF 5 8 TYPE X GYP BD ON 5'AGGERED 3 5 8 STUOS IN 6' C6 SAAIE AS C5 WIT}i R-30 KRAFf FACED BAP INSULATION. NE1dBRANE GN 1/2" CD�c FlRE REfARDENT PLYWOOD ON 3 1J2' ASSOCIateS Note : NI nctes moy not be used on every sheet. � � � � A�2 RpUGH �AWN 1x4 i� iu TRpCK W/ ?' $pUND ATTEN BATTS (SEAL BOTf6A1 W/ ACWST CAULK). POlYI50CY/WURATE INSUTAiION ON 5/8' TYPf X" G"P SHfATHING ON 89 NO BASE. C7 1 'X6� NOA1 i&G, V-GROOVE CEDAR BOARDS ON 5/8� 7YPE 'X" GYP ►� pECK ON STL FRAIAING. {SCREW PLNNOOD AND ALL t',ONSTRUCTION M3 ROUGH SAWN 2x2 ThJ4 F����'S : tp� g i LAYER 5/8" 7YPE �l(" GYP BD ON 2 1/2' C-H STUDS WITH 1 � GYP SOFffT BD ON STL fRAIAING. ArChlteCt.S F1 4' REINF CONC SLAB ON 4' GRAVEL ON COIAPACTED SUBGRADE (SEAL WALLS : IINER PANEL ( 1 HOUR RATING). C8 SAAIE AS C7 WITH R-30 KRAFT FACED &11? INSULATION, BELOW THIS INTO A(Tl. DECK) M4 ROUGH SAWN 2z4 ?R�M I WHERE EXaOSED). Wi 3/4" EXT FlNISH AND INSUTATION SYS (EIFS) ON 5/8' iYPE "X' GYP W17 2 IAYERS OF 5/8" 7YPE "X' G1P ON 2 1/2' C-H SNDS WIiH 1 ' G�'P MS ROUGH SAWN 2z6 TRIII. P.C:A. I .A. F2 THINSET CERNAIC TILE ON F1 . C9 5/8" IYPE 'X' GYP SOFFI7 BD ON 2' Z CIiANNELS AT 24" OC WITH 1 SHTG ON 6' STUDS WfTH R- 19 UNfACED BATf INSULATION AND VB. L1NER PANEI. (2 NOUR RATING). 1/2' POLYISOCYANURATE INSULATION. PAVING : �A6 ROUGH SAWN 2xe TRIM. �RCHfI'ECIURE I� F3 VINYL COMPOSITION TILE ON F1 . yyy 1 1/2" EiFS ON 5/8° TYPE "X' G1P SHEATHING ON 6" STUDS WITH W18 1 LAYER OF 5/8' TYPE "X" G1P BD ON 7/8' FURRING CHANNELS. ��p 2 IAYERS Of 5/B� TYPE 'X' GYP BOARD ON 2 1 /2� C-H STUDS P1 CONC PAVERS ON t ' $AND BED ON 3' REINF CONC SlAB (WIiH IA7 ROUGH SAWN 2x10 TFiA! PUNNING f4 5 1 /2' (TOTAL THICKNESS) REINF CONC FlLL ON AfTL �ECK ON STL R- 19 UNFACED BATT INSULATION AND VMOR BARRIER. W19 1 LAYER OF 5/8' IYPE �X' GYP BC ON 1 5/8' STL SfUDS. WITH 1 ' GYP LINER PANEL (1 HOUR HORIZONTAL RATING). SNOWAIELT PIPING) ON DRAINAGE IAYER ON SEL�-ADHERING AIEI+IBRAN: MB ROU6H SAWN 2xiZ iR!M INTERIORS FRAMING (SEAL WHERE EXPOSED). W3 6' NOM STONE VENEER ON BUILDMG PpPER ON 5/8� iYPE �X' GYP W2G 1 LAYER OF 5/8" IYPE �X" GtP BD ON 2 1 /2' STL STUDS. Cll NO fINISHED CEIUNG - OPEN TO STRUCTURE ABOVE (PaNT). WATERPROOFING ON CONCRETE STR�CTURAL SIAB. IAy PRE-fINISHEC� AIETtiL r';;�'=HMG ( '' ���t =': _�_TC;,._�; F5 Cl�RPEf UN PAD ON F4 SHTG ON 6� STUDS WITH R- 19 UNFACED BATf INSUUT10tv AND IB. Wp� � �qyEFt Of 5/8' IYPE 'X' G1P B� ON 3 5/8� STL SiUDS. P2 CONC PAVERS ON 2' SAND BED (WITH SNOWNELT PIPING) ON COAIPACTED N10 COPPER FLASNING (SFI�PE AS DEfAI�FC' � F6 THINSET CERAAIIC TILc ON F4. W4 1 'k6" NOM TdtG Y-GROOVE CEDAR SIDING ON BUILDING PAPER ON Wp2 1 IAYER Of 5/8� 1YPE "X" GYP BD ON 6° sn sru�s. ROOF : s�e��. r�> > r�F7 5qND5TONE CAP. MamCNtice r7 THINSET TRAVERTINE 11LE QN F4. 5/8' C.D.X. F.R.T. PLYWOOD ON 6' STUDS W/ R19 UNFACm BATf R1 CONC TIIES ON 1x4 HORIZ BATfENS ON 1 �4 VERT BATTENS ON P; INTERLOCKING CONC PAYERS ON 1 ' 9NID BED ON 4' REINFORCED i000 South Road bvesz W23 2 UYERS OF 5/8" TYPE 'X' GYP BD ON 6' STL STUDS W/ 3' SOUND N12 FLOWER BOX. �8 VINYI C011POSITION TILE ON F4. W5 �NSUL AND VB. BA� SELF-ADtiERING WATERPRQOF MEMBRANE ON 1 /2' CDX fIRE REfARONfT CONCRt7E SLAB (WITH SNOWMELT PIPING) ON COMPACTED SUBGRADE. H Vall, Colora 816�? F9 THINSET TILE ON TROWELED-ON AIEMBRANE WATERPROOFlNG ON 3/4' EIFS ON REINF CMU OR CONC WALL. PLYWOOD ON 3 1 /2" POLYISOGYANURATE If�SULATION ON 5/8� 'J(� GYP p4 4' REINF COLORE� PATfERNED CONC SLAB (WfiH SNOWMELT PIPING) ON M13 HEAW nMBER TRIM (S�Zf AND �HAF: _ �'� ' ax. 9�0�t76-�e60& SLOPED GROUT FIIL (MINIMUAI 1 " SLOPE) ON F4. W6 1 1 /2' �FS ON REMF CUU OR CONC 'MALL. WZ4 SAME AS W2? W/ 3" SOUNO BATT (SEAL BOTTOM W(TH ACOUSTICAL SHTG ON MTL DECK ON STL FRAAIING (SCREW PLriN000 AND ALL COMPACTED SUBGRkDE. M14 BRUSHED BRONZE CAULKING). CONSTRUCTION BELOW THIS INTG MTL DECK). IA15 POUSHED BRONZE fi "'- THINSET 1RAVERTINE TILE (WITH HONED SURfACE) ON TROWELED ON W7 EFS ONLY (NO INSUlATION) ON REINF CMU OR CONC WALL. P5 1HINSET RANDOM PATfERN STONE PAYING ON 4' REINF CONC SLAB (WITH r„vw�_ AIEMB WP ON SLOPED GROUT FlLL (MIN 1 ' SLOPE) ON F4. 1Y25 1Y6 NOM TkG, V-GROOVE CfDAR SI�ING OVER tx4 BLOCKING ON R2 COPPER ROOFING ON BLDG PAPER ON SELf ADH=RING WATERPROOF SNOWAIELT PIPING) ON CONPACTED SUBGPADE. M16 ��INSUUTED GIAZW� W8 8' REINf CONC MASONRY UNITS (P}. BUILDINC PAPER ON REWF CMU OR CONC MEMBRANE ON 5/8' TYPE �X' G`P SHTG ON AITL DECK ON STL FRAMING. THINSET RANDOM PATTERN STONE PAVING ON f4. �yg $' CA$T-IN-PLAI;E CONC WALL ( 10� AS INDICATED){P IN STNR � 1 ). W26 PROTEC110N 90ARC OVER SEIF-ADHERING WAlERPR00FING ON FORIAED P6 4't SLOPED, REINF COLORED CONC SLPB (WITH SNOWAIELT PIPING ; ^N - Denve' : Xfire R3 SAME AS Rl E7(CEPT WfTHOUT THE I/2' PLr'IMOOD AND 3 1 /2" (1Rq�KqGE IAYER ON MEAIB WP ON CONC STRUCTURAi StA6. t677Wazee5� t ; y � W10 6' NOA1 STONE 4ENEER ON REINf CMU WALL CONCREfE WALL ppL�ISOCYANURATE INSUUTION. �� � W11 1 LAYER 5,�8' T1'PE °X' GYP BD ON 6� STUCS ON VAPOR 6AFRIER. C I INGS : P7 SAME AS P6 EXCEPT W!iH PATTERNED, COi.ORED CONC TOPPING SLAB Denver, Cdor�do 8o20z 81 6" NOIAINAL PROFlLED W000 BASE (ST;. R4 ADHERED EPDM ROOFING ON SLOPED CONC F1LL (MIN 6' TOTAL THK) pg 2z6 REDWOOD DECKHJG SCREWED 70 SLOPED 2z SIEEPERS 0 16' !k Te1: 303/623-3355 I W12 5/B' TYPE �f' CYP BD ON 1 /2' RESIUENT CHANN:LS AT 24' 0/C ON 3 C1 5 8� iYPE 'R' GYP BD ON SUSPENSION S'STEM. WITH SNOWMELTING PIpINC ON MTL DECK ON STL fRAMING Fax� 3o3/623-2262 B2 4' NOMINAL PROfILED W000 6.4SE (ST). 5/8" STUDS WI1H 3' SOUNQ AiTENUATION BATTS (SEAL 80TTOM WfTH � ON PROTECTION BOARD ON SEL� ADHERWG WATERPROOF MEMRR4tt� Cr� _ _ I C2 5/B' IYPE "X' GYP BD ON SUSPENSION SYSTEMI WITH R-38 BATT RS LOOSE LAID BALLASTED EPDIA ROOFING ON TAPERED WSUUTION ON 5/8' STL PIATE STRUCTURE. ' B3 6' NOMINAL PROFlLED WOOD BASE (P; ACOUSnCAL CAULKING). INSUU?10N AND VAPOR BARRIER. 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Date: 11 /26/97 , � � , , -- ' � _ _ _ . _ : __ �', - - - - -- . , 1 , � n j . � , � � � r � I . 0' � � � � � � :� - --- -- - -- - : ' � 6.3 � � -� _� w� i - � `-� I � � ' -�- "� �-r ect • , ; a � 2 � � �� � ; �, _ � - - f Proj No: 19017 . 00 " � ' � - - ° o I i � �, --- - - - .. - - - - - --- '�. P � � - - �I ` _ - � - -- - s.3 � .a �� w3 s�� i s .3 ' � Drawn by: _ IndaCAD ; - - , , _ - - - - - - - - _ _ -, , . _ � 'S' 2 4R @ 1 . 2 1 .2 TELLOUJ/RED� IROGK BRE!gGR4T ROCK � P�trtotmatchwit�Saedap - � � . 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RS PRE-FlNISHED MTL ON BLDG PAPER ON SEIF ADHERING WATERPROOF � � kUUGi; SAWN t .[ TR;� Segerberg & ' Note NI notes may not be used on every sheet 88 4" RUBBER BASE. W15 1 LAYER OF 5/8' 1YPE % GYP BD ON STAGGERED 3 5/8" STUDS IN 6° C6 SAME AS C5 WITH R-30 KRAFT FACED BATT INSULATION. AIEMBRANE ON t /2' CDX FlRE RETARDENT PLYWOOD OM 3 1/Y Associates B9 NO BASE. TR4CK W/ 3' SOUND ATTEN BATTi (SFAL BOTTOM W/ ACOUST CAULK). C7 1 'X6' NOU TdcG, V-GROOVE CEDAR BOARDS ON 5/S' TYPE 'X' G1P POLY'SOCYANURATE MSULATION ON 5/8` iYPE `x" GYP SHEATNING ON � �� �WN � x4 TF'M FLOORS : W16 1 LAtiER 5,�8' TYPE 'X' GYP BD ON 2 1 /2" C-H STUDS WITH 1 ' GYP SOFFff BD ON STL FRAMING. A(R DECK ON STL FT2AUING. (SCREW PLYWOOD AND ALL CONSTRUCi1aN A13 ROUGH SAWN 2x2 TRI�! Architects fi 4� REINF CONC SLAB DN 4' GRAVEL ON C011PP.CiID SUBGRADE. (SEAL INALLS : UNER PANEL ( 1 HOUR RATING). C8 SAAIE AS C7 WITH R-30 KRAFT fACED dATT INSULA170N. �L0�1 iHIS INTO AfTL DECK) M4 RWGH SAWN 2x4 TPiM. WHERE EXPOSED). Wt 3/4' IXT fINI�H AND INSULATION SYS (EIF'S) ON 5/8' lYPE 'X' GYP W17 2 IAYERS OF 5/8" TYPE 'X' GYP ON 2 1 /2' C-H STUDS WITH 1 " GYP AIS ROUGH SAWN 2x6 TFU P.C.-A. I .A. f2 THINSEf CERAMIC TIIE ON F7 . SHTC ON 6' STUDS MfIT}i R- 19 UNFACED BATT WSUTATION AND V8. L1NER PANEL (2 HdUR RATINC). C9 5/8' 7YPE "X' G1P SOFfIT BD ON 2' Z CHANNELS AT 24' OC WITH 1 1 /2' POLYfSOCYANURATE WSUTATION. PAVING : A�6 ROUGH $AWN Zz8 TF',I� ARCHITECfURE F3 NNYL COMPOSITION TIIE ON ft . yyp 1 1 /2" EIFS ON 5/8" IYPE "X' GYP SHEATHING ON 6' STUDS WITH W18 1 IAYER OF 5/8' iYPE 'X' CYP BD ON 7/B" FURRING CHANNELS. C10 2 V+YERS OF 5/8" TYPE 'X" GYP BQ0.RD ON 2 1 /2" C-H SNDS P1 CONC PAVERS ON 1 " SAND BED ON 3' REINF CONC SlA6 (W11H M7 ROUGH SAWN 2x10 T4 ^; PUNNING F4 5 1 /2' (TOTAL THICKNESS) REINF CONC f(i1 ON AtTL DECN ON iTL R- 19 UNFACED fl4TT INSU, ATION AND VAPOR BARRIER. W� g 1 (AYER OF 5/8' IYPE 'X' G1P BD ON 1 5/6" STL SNDS. WITH 1 ' GYP LINER PANEL (1 HWR HORIZONTAL RATING), SNOWMEIT PIPING) ON DRAINAGE iAYER ON SEIF-AOHERINC MEMBRANE MS RWGH SAWN 2x12 iE' F WTERIORS FRAMIING. (SE4L WHERE EXPOSED). W3 6" NOM STONE VENEER ON BUILDING PpPER ON 5/8" 1YPE 'X' GYP w20 1 IAYER OF 5/8' TYPE "X' G1P BD ON 2 1 /Y STL SNDS. Cit NO ffNISNED CEILING - OPEN TO STRUCTURE ABOVE (PAJNn. WATERPROOFlNG ON CONCRETE STRUCTURAL SlA6 Alg pRE-FlNISHED METAI. i � ^:_,� � . . ` i _ra , � . f5 CARPET ON PAD ON i"4. SHTG ON 6' STUOS WITH R- 19 UNFACED BATf INSULATION AND VB. W21 1 LAYER OF Sj8' IYPE 'X' G1P BD ON 3 5/8' STL STUDS. ROOF : P2 CONC PAVERS ON 2" S4ND BED (WITH SNOWMELT PIWNG) ON COMPACTED M10 COPPER FlASHING (5 '�= � ' _ 'F�: �` F6 1}IINSET CERAINC TiLE ON F4. W4 1 `X6' NOM T&G Y-GROOVE CEDAR SIDING ON BUILDING PAPER ON c SUBGRADE � , W22 1 IAYER OF 5/8' TYPE 'X" CYF Bp ON 6' _TL STUDS. MI1 C�EFT SANCSTONE .:A� Main Office F7 THINSEf TRAVERTINE i1LE ON F4. 5/8' C.D.X. F.R.T. PLYWOOD ON 6' STUDS W/ R19 UNFACED BATf W23 2 L4YERS Of 5/8� TYPE 'X° GYP BD ON 6� STL STUDS W/ 3' SOUND R1 CONC TfLES ON 1r4 HORIZ BATTENS ON lx4 VERT BATTENS ON P3 INTERLOCK�NG CONC PAVERS ON 1 ' SANp BED ON 4' REINFORfED M12 FLOWER BOX. � � �«'�h F r�t�e R°ad �''est F8 VINYL CCAIPOSITION TILE ON F4 YY5 INSUL AND V8. SELF-ADHERiNG WATERPROOF MEMBRANE ON 1/2' CDX FlRE RE(ARpM11 CONCRETE SlAB (WITN SNOW1tELT PIPING) ON COIAPACTED SUBGRADE. Vail Co orado 81657 � 9 'fHINSET TILE ON TROWELED-ON MEMBRANE WATERPROOFING ON 3/4" EIFS ON REINF CAIU OR CONC WQL �� PLYW000 ON 3 i j 2" POIYISOCYANURATE INSULATION ON 5/8" "X" GYP p4 4' REJNf COLORFD PATTERNED CONC SIAB (WIiH SNOWMEU PIPING) ON M13 HFAVY Tl1ABER TR!tA � , ?� <',C. _.-aFF = _ . `k^; TeI: 97W476-4433 SLOPED CROUT FlLL MlMIMUM 1 ' SLOPE) ON F4, W6 1 1 2' EIFS ON REINF CMU OR CONC WALL. M�24 SAME AS W22 W/ 3' SOUND BA?T (SEAL BOTT0IA MIfTH ACOUSTICAL SHTG ON MP� DECK ON STL FRAMING (SCREW PLYWCOD AND ALL COAIPACTED SUBGRADE. M14 BRUSHED BRONZ- Fax: 97cYA7tr46oe � � CAULKING). CONSTRIICPON BELOW iHIS INTO MTl DECK). M15 PDLISHED BRON�� �1 �J THINSEf TRAVERTINE 11LE (WRH HONED SURfACE) ON TROWELED ON W7 EfS ONLY (NO INSUUITION) ON REINF CMU OR CONC WAl1. Wp5 tx6 NOIA T&G, V-GROOVE CEDAR SIDING OVER 1x4 BLOCKING ON PS TNWSEi RANDOM PATTERN STONE PAVING ON 4" REINf CONC SLAB (WITH ��� , MEMB WP ON SIOPEC GROUT FILL (MIN 1 ' SLOPE) ON f4. Wg $' REINF CONC MASONRY UNITS (P). BUILDING PAPER ON REINF CIAU OR CONC. R2 COPPER ROOFING DN BIDG PAPER ON SELF AGHERING WATERPROOf SNGWMELT PIPING) ON CGMPACTED SUBGRADE U ! o `,NcULrTEC i:lA,: 'R?_ � 11 THINSET RANDOAI PATTERN STONE PAVING ON F4. MEAIBRANE ON 5/8° T(PE "X" G1P SHTG ON MTL DECK ON STL FRAMING. p6 4't SLOPED, REINi COLORED CONC SLAB ('MITH SNGWMELT PIPINGJ ^'� DenverOffice W9 8� CAST-IN-P�qCE CONC WALL. (10' AS INpICATED)(P IN STNR � 1 ). W26 PROTECTION BOARD OVER SELf-ADHERING WATERPROOFING ON FORMED R3 SAME kS R1 EXGEPT WI?HOUT THE 1 /2' PLYW000 AND 3 1 /2' ORAIPIAGE IAYER ON MEMB WP OM CONC STRUCTURAL SlA6. 16» �'� `� gpgF ; wio 6' NOMI STONE VENEER ON REINF CMU WALL. CONCRETE WALL POLYISUCYANURATE INSU�TION. �� �Z W11 1 IAYER 5/8� TYPE �X" GYP BD ON 6° STUDS ON VAPOR BARRIER. C I INGS : P7 SAAlE IS P6 EXCEPT 'MTH PATTERNED, COLORED CONC TOPPING ;_� 5 Demer, Cdorado 80202 B1 6° NOAIINAL PROFILED WOOD BASE (ST). ft4 ADHERED EPDM ROOFNJG ON SIOPED CONC FlLL (MfN 6' TOTA� THN) pg 2x6 REDWOOD DECKING SCREWED TO SIOPED 2x SLEEPERS 9 tE" ' Td: 303/623-3355 W12 5/B" iYPE "X' GtP BD ON t /Z" RESIUENT CFWNNELS AT 24' 0/C ON 3 C1 5/8' 1YPE 'X° G1P BD ON SUSPENSION SYSTEM. wITH SNOWMELPNC PIPING ON A(Tl. DECK ON STl FRAAIING Fmc: 303/623-z262 62 4" NOAIINAL PROFlLED WOOD BASE �ST). 5/8` STUDS WiTH 3' SOUND ATTENUATION &JTS (SEAL BOTTOM WITH ON PROTECTION BQPRD ON SELF ADHEPING WAiERPR00F UEIIBRAN� '� 63 6' NOMINAL PROFILED WOOD BASE (P). ACOUSTICAL CAULKING). C2 5/8° iYPE 'X� GYP BD ON SUSPENSION SYSTEM WITH R-38 BATT R5 LOOSE WD BAI.IASTEC� EPDM ROOFlNG ON TAPERED iNSUU+TION ON 5/8' STL PtATE STRUCTURE. _ _ _ INSUUTION AND VAPOR BAFtRIER. TYPE 'X' GYP Bp ON MTL DECK ON STL FRAAIING. r-q SOIL OVEp � , " DR4NAr,E/PROTE,TION BC?PG QN W2irRPk00r' B4 4" NOMINAL PROfIlEO WOOD PASE (P). Wt3 SAME AS W12 WITH STAGGERED 3 5/8" SR1DS IN 6' TRACK. C3 2 UYERS Of ij2" TYPE "X" GYP BD ON ST� STUD JOISTS WITH R-38 R6 COPPER ROOFING ON BLDG PAPER ON SELF ADHERINC WATERPF.:'�" f ME�1���'FNE �a �: �"'FC �1! F �.�D� N?'_ _ � - �* .- '� - Ti_,R.q! ` -'_ � ES 1 ' Y 4 " NGMINAL �LAT WOOC 5ASE ( P) EATT �N9JLqTION AND VAPOR BARPoER �JEAIER3NE ON s/P" CD;� PL�^NOGD ON �il �PJD �!O�ST 'FAMI"Ji, � � � � G.4 F.8 ( F ) � � � B.4 � �/ B.5 A.5 I �\ , , ( ) I F.2 � I C.3 iOl O O C I B �� . o 2 ', I , 6. I F.s O F.s I ; � � ' ' � � I I� � I I � 3.9 I - I i I I � II i I i � ! � i , ' IN 5� 3.2 . .. �l . 3.9 � � �7 3.6 I�> _ � r ^ I - .L _ �- � 12 � V I � I y i �� ��5 ti i %l � I Icr �' K' 1 � -\. -=J > I^; 3.2 R � 3.5 N 5� 3.4 - -- - - �-- _ � 3.5 I �. M 3.5 � 5 , \- � I � Q ' � x ' IN W1 R , � N 8.4 - - - - - 12 3.1 �, Ri - - � � I y I ' � 5f 3.8 ' I Lina of xall ; � � � Q 3.3 ' /� m fnreqri�:.ind __ _ _ � , ---- - - - - - - , � � ' � � ° � � � � - _ '� � � � / ' � ' � � � � , i � ' � V�� � ��2 � �' i ' �� � � �curth Le��FI I � � � � � Rs ` � �'- � � � Hj � � ' � i , wa � �1 - - - _ . rr,� r� 1- L. . 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ASI �1 ' 2/23/98 ; , �� i 3.15 . -- _1. i ; . � . �ti � ., . � -- - i Rt i j j, N 3.5 �; - - _ _-�\ - 5 � R1 - ��i;�� � � t2 � ' \ I �., _ �' i = � �\ < I .��1' ' S�� � � cDO �� 5 ` 3.5 3.2 � Rt _ � : j � � � � / � � .1. � � �� , �: t2 � % i2 12 �\�, ` 4 I�, 3.5 � �, j� 5�- -15 � e r, -�� .{. � 12 '� I � 12 �-- -- ' - � ---- - S � - - � I ,., � 8 \ i v, I ' 3.7 , 4 �., . ; X �V x �� � I �" - � � �-i - ( K x ( x � W I � � J 5 H � t' �y � sr� N � . -_- �� pf C p� �9 � ��12 � ' 3. i J. Q� � � � Fourth Lev?I 3 � k' Fourth Level .., „ huurtr L?vei , ' -- �.-, - --- - - - _ _ j, O�, - - - - - - -- - - - ---- `� �/ - F:;urth ''�P� � i , �__, 103 -0 „ � � � 10. - _ - ��, < K RI 103 -0 " � ,� -- - � � - � � � vn � R _ * G * 103� - Q 3.3 1 a W1 L � i � ,-., , H ; �� _ G -' I � �� I � . � R . ._ � / � � �A � �4 � � � � R � - o l/ � �� I . . < i I , ,- � - I � . � � 5, � � �, A � , i� � � W� ¢ V � - W4 � � � I W � � i �o , < u � � i_A _ .. � T , i , � � , Third Level w2 - ` h�rd Lev ., l y =; :: . � '- - w� i _ fFp CN � --+ - 9 - - - - - - - - - - `-r = 3 ' I � � AR � Thi�d Level �i ; � I ' !r fi+- � - - - - ' ' I� _ - � � � - B . ` 93' - 6° � wi I 93 6 � . � �. Th � id �� � el " 9� 6 , � ii -� ' i - - ' G I • 9, � - - - � - - _� i i _ ° _ 1 - -- - -- - - �,, ovEra-tau � � � ,-� _ i � ; ,. � / : •_; �z � . -J : ,• F � ' � � NFL WALL , �; . . . „ � , � " , ;�`'''�� � '� w� I �' 2. t5 ' � Date: 11 /26/9 ' � i .5 ----- �. � t � �-� �r�� i wi � . , � ' tl �, wt � I ; � � - - - - L ' Second Level � Second Levei � �; . �� ) _ <' �v� �econd Level - - - -- � �- ; - - I s.a � 84 -0° - - -- - - : . . � : : : . y . . -- � �� - - - - -$ Second Level 84 -0 00 � � __ _ __ _ _ _ Project No: 19017.00 84' -0" �` 84' - C„ w3 �- I - - 6 - - r � - A 7rawn by: IndaCAU ,� - y I I -- -- - , _ _ I _ � .� � - - ' s. �- , � � 4 F�rst Level 6.3 � i � I � - - - - r s.e r � �4 - - ---. - � I - i /2 --� � Checkedby: BJD ; i= II , 1 - - - -- First Level , First Level Partial ! i 74' - 0' \ _ I ' , , - _� - _-- - � - - First Level � � � ( ) I . - - -- a w3 � - 1 � 2 = _-- - - - - - • - - - - Sheet 2 Of 2 Q 74 ' - G " � , S`� �� - - - First Level Parti �� � 74 - G " 72 -0 � ,� � �02 �u w 6.5 r - v � � 72' - 0" i r T v r �, � l Garage Level 'E--- -- - - - - - - -- - -- --- - - - -- co�oR Pnu.trrE "c' ? ,T i� a � tial � I � va � ion fi�artial � l � vation f� artial � I � vation �- .-. - -- - - - - -- A4 . � �j b4 - 6 � - - � � Scole 1jR. - , G' 9 �ccie t jg = 1 -0 � ,�a�e , ,8� _ , -o- � a 5 t � l � va t i on 2 < ri ia 1 �A.. _ � _O. C COPYRIGHT ` ---- - - - - - - - - - - - - _ _ _ - -- - - - - - - -- - _ _ _-- - - - - - - - - - - - - -- - � - - - - -- - - - - - - -- - _ - . _ _ - -- - - - -- - - - � � ; � �_�:�.� . - - - - -- �_ -- �_ _ __ . � _ . _ - - - - - - _ - --_--- - _ _ _ _. � _ _ - - - � _�:� . , �� ��(��j [�Op {��� B6 o CERAAIIC T1LE BASE. ((��(���f7�� ��U��� Pierce, W � 4 2 U+YER Of 5/8" Tl'PE " X' G'/P 6D GN 3 Sj8 STUDS WITH 3' SOUND C4 2' X 4' ACOUSTI�AL TILE CEWNG ON SUSPENSION SYSTEAI. R7 NOi USEU MISC : v O � � - --- -- - B7 6' iT2AVERTINE TILE B4SE. ATTENUATION BATfS SfAL BOTTOM WITH ACOUSTICAL CAULI(ING . � ��� �� �� _ � ____ ____ _ _ _ _ $�el'bel'g $t � ) CS 5/8° TYPE " X GYP $OFFfT Bp ON SUSPENSION SVSTEM (PAINT). Rg PRE-F1NI,HED IATL ON BLDG PAPER ON SQF ADHERING WATERPROpF ►� � ROUGH SA1NN ix2 TRIM Nate . All notes moy not be used un every sheet. 88 4" RUBBER BASE. W15 1 LAYER Of 5/8' TYPE X GYP BD ON STAGGERED 3 5/8' STUDS IN 5 C6 SAME AS CS MAT}1 R-JO KRAFT FACED BATT INSUU110N. MEMBRANE ON 1 /Z' CDX FIRE RETARDEM PLYWOOD ON 3 1/2' M2 ROUGH SAWN 1x4 TRII� ASSOCIateS B9 NO BASE. TRACK W/ 3' SOUND ATfEN BATTS (SEAL BOTfOM W/ ACOUST CAULK). C7 1"X6' NOM TdcG, V-GROOVE CEDAR BOARDS ON 5/8' TYPE 'X GYP POLYISOCYMIURATE INSULATION ON 5/8" IYPE "�' GYP SHEATHING ON 1 REfER Tp REfLEC1ED CEILMG PtANS FLOOR W16 1 LAYER 5/8" IYPE ' 1C G1P 8D ON 2 1 /7 C-H SfUDS WITH 1' GYP SOFFIT BD UN STL FRAAIING. MTL DECK ON STL f{tAAIING (SrREW PLYWOOD AND ALL CONSTRUCTION M3 ROUGH SAWN 2x2 TRIM. fOR SOFFlT POSIT1pNS. ACChIteCtS F1 4� REINF GONC SLA9 ON 4" GRAVEL ON COAIPACTED SUBGRADE. (��L WALLS : LINER PANEL ( 1 MOUR RATING). CB SAME AS C7 WITH R-30 KRAFT FACEU BATT INSULAiION. BELOW THIS INTO �ATL DECK) M4 ROUGH SAVRRd 2x4 TRIM. WHERE EXPOSED). W1 3/4" EXT FlNISH AND INSULATION SYS (EIFS) ON 5/8" TYPE 'X" GYP W17 2 L4YERS OF 5/8" TYPE ° �P GYP ON 2 1 /7 C-H STUDS WITH 1' GYP �g 5/8" IYPE " fC GYP SOFFff BD ON Y Z CHANNELS AT 24" OC WRH 1 M5 ROUGH SAWN 2x6 TRIM. 2. REFER TO COVER SHEET FOR P.C.-A. I .A. << THINSET CERAMIC TILE ON F1 . FIREPROOfING NOiES. � SHTG ON G STUDS WITH R- 19 UNFACED BA1T INSUlATION AND VB. IJNER PANEL (2 HOUR RATING). 1 /2' POLYISOCYANURATE INSUV+TION PAVING : M6 ROUGH SAWN 2x8 TRIM. ARCHfTECTURE _ VtNYL COMPOSITION TILE ON Ft . Wp 1 1 /2° EIFS ON 5/B" TYPE ' X' G1P SHEATHINC QN 6" STUDS WiTH W18 1 L.4YER OF 5/S' TYPE " X' GYP BD ON 7/8" FURRING CHANNELS. � � p 2 IAYERS OF S/8' iYPE " lC GYP BOARD ON 2 1 /7 C-H STUDS PI CONC PAVERS pN 1' $pND BED ON 3" RE1NF CONC SIAB (WITH M7 ROUGH SAWN 2x10 TRIM. I PLANNING � + 5 1 /2' (TOTAL THICKNESS) REINF (XINC FILL ON NTL DECK ON STL R- 19 UNFACED BATT INSUUiION AND vAPOR BARRIER. W � g i LAYER OF 5/8" iYPE °X' G1P BD ON 1 5/8" SiL STUDS. WITH i' G1P UNER PANEL (1 HOUR HORtZONTAL RATING). SNOWMELT PIWNG) ON �RAJNAGE LAYER ON SELF-PDHERING MEIABRANE NB ROUGH SAWN 2z12 TRIM. ! NTERIORS FWJ�IING. (SEAL WHERE EXPOSED). yy3 6" NOA1 STONE 4fNEER ON BUILDING PAPER ON 5/8' TYPE "X CYP W20 1 LAYER OF 5/B° 1YPE � X� G1P BD ON 2 1 /Y STL SNDS. C11 NO FlNISHED CEILING - OP�N TO STRUCTURE A80VE (PNNT). WAiERPR00FlNG ON CONCRETE STRUCTURAL SLAB. M9 PRE-FlNISHED AIEfA1 FLASHING (SHAPE AS DETAILED) FS CARPEf ON PAD ON F4. SHTG ON 6� STUDS W(TH R- 19 UNFACED BATT INSUlAT10N AND VB. W21 1 LqYER OF 5/8' TYPE 'X" GYP BD ON 3 5/8` STL STUDS. P2 CONC PAVERS ON 7 SAP10 BED (WITH SNOWMELT PIPING) ON COMPACiED A110 COPPER FLASHING (SHAPE AS DETAIL�). ROOF : suer;�noE. Ffi THINSEf CERAMIC TILE ON F4. W4 1'XG NOM T&G V-GROOVE CE�AR SIDING ON BUILDING PAPER ON W22 1 LAYER OF 5/8" TYPE 'X' GYP Bp ON 6" STL STUDS. Mt t CIEFf SANDSTONE CAP Main (xfice F7 THINSET TRAVERTINE TILE ON F4. 5 8" CD.X. F.R.T PLYWOOD ON 6' STUDS W R19 UNFACED BATf R1 CONC TILES ON tz4 HORIZ 9ATTENS ON tx4 VERT BATIENS ON P3 INTERLOCKING CONC PAVERS ON 1' SANO Bm ON 4" REINfORCED F8 VINYL COMPOSITION TILE ON f4. WS INSUL AND VB. / 'N23 2��YERS OF 5/8" TYPE "X` GYP BD ON 6' STL SNDS W/ 3' SOUND $�LF-ADHERING WATERPROpF MEAIBRANE ON 1 /Z' CDX FlRE RETARDANT CONCRETE SlAB (WITH SNOWfAELT PIPING) ON COMPACTED SUBGRADE. �iz FLOWER BOX. '` 1D00y'��i��B1'�w'� f9 THINSET TILE ON TROWELEU-ON MEAIBRANE WATERPROOFING ON 3/4' EIfS DN REINF CAIU OR CONC WALL. PLYW000 ON 3 1 /2� POLYISOCYANURATE INSULATION ON 5/8� � X' GYP p4 4' REINF r,OLORED PpTTERNED GONC SlAB (WITH SNOWMELT PIPWG) ON �13 HFAVY TiMBER TP.I� • �i� aN9 ;HAPE a� ; ;., �nr; rei: 9�a��b-ae33 W24 $AAIE AS W22 N/ 3' SOUND BATf (SEAL BO7TOM WITH ACOUSTICAL SHTC ON MTl DECK ON STl FRNAING (SCREW PlYW00D AND ALL Fax- 97Q/4764608 SLOFED GROUT FlLL (MINIMUM 1" SLOPEj ON F4. W6 1 1 2' EIFS QN REINf CMU OR CONC WALL. CONPACIEO SUBGRADE. M14 BRUSHED BRONZ� � CAUIKING). CONSTRUC110N BELOW iHIS INTO AifL DECK). F10 THINSET TkAVERTINE TILE jWITH HONED SURFACE) ON TROWELfD ON 'X7 EFS ONLY (NO INSULATION) ON REINF GAU OR CONC WALL. PS THINSEI RANDOM PATfERN STONE PAVING QN 4� REWF CONC SLAB (W�TH AI75 POt1SHE0 BFOa�� W25 1x6 NOM TdrG, V-GROOVE CEDAR SIDING OVER tx4 BLOCKING ON R2 COPPER ROOfING ON BLDG PAPER ON SELF ADHERING WATERPROOF MEMB WP ON SIQPED GROUT FlLL (MIN t" SLOPE) ON F4. W8 8� REINF CONC MASONRV UNIiS (P). BUILDING PAPER ON REINF CMU OR CONC. SNOWAIELT PIPING) ON COMPACTED SUBGRADE. A116 FUSUTATED Cl„-' �N•� MEAIBRANE ON 5/8" TYPE ' 7C GYP SHTG ON MTL DECK ON STL FRAMING. F� � THINSEi RANDOM PATTERN STONE PAVING ON G4 pg 8' CAST-IN-PLACE CONC WALL ( 10� IlS INDICATED)(P IN STNR M1 ). W26 PROTECiION BOARO OVER SELf-ADHERING WATERPROOFING ON FORMED P6 4' t SLOPED. REINF COLORED CONC SLAB (WITH SNOWMEIT PIPING) ON Denver Oiiice W10 6� NOM STONE VENEER ON REINF CMU WALL, CONCRETE WALI,. R3 SAME AS R1 E1(CEPT WITHOUT iHf 1/2" PLYW000 AND 3 1 /2" pRAINAGE UYER ON MEMB WP ON CONC STRUCTURAL SLAB. t6i7 WazeeSt C-" `_• E : POLYISOCYANURATE IMSUlATION. Suite C2 W11 1 tAYER 5/8' TYPE ' � GYP BD ON 6° STUDS ON VAPOR BARRIER CEILINGS : P7 SAAIE AS P6 EXCEPT WfTH PATfERNED. COLOREU CONC TOPPING SIAB penver, Cobrado �0202 E ' 6' NOMINAL PROFlLEO WOOD BASE (ST). R4 �pF{ERED EPD1A ROOFlNG ON SLOPED CONC fILL (MIN 6" TOTAL THK) pg yx6 REDWOOD DECKING SCREWm i0 SLOPED 2x SLEEPERS � 15 bC � Te1: 303/623-3355 WI2 5/8� IYPE ' �' GYP BD ON 1/2" RESIUENT CFUWNELS AT 24' 0/C ON 3 Ci 5/8' TYPE ' X GYP BD ON SUSPENSION SYSIEM WITH SNOWAIELTING PIPING ON AITL DECK ON STL FRAMING. fa�c: 3o315z3-2262 � ' 4' NOAIINAL PROFlLED WOOD BASE (ST) 5/8" SNOS WfTH 3' SWND ATfENUATION BATTS SEAL BOTfON WITH ON PROTECTION BOARD ON SELf ApHEPoNG WATERPROOf MEAiBRANF na � C2 5/8° TYPE ° X' GYP BD ON SUSPENSIOM SYSIEM WITH R-38 BATT R5 LOOSE WO BALLASTED EPDM ROOFING ON iAPERED INSULATION ON 5/8' STL PIATE STRUCTURE. 4 ` 6" NOMINAL PROf1LED WOOD BASE (P). ACOUSTICA! CAULKING). INSULATION AND VAPOR BARRIER iYPE ' X GYP BD ON AITL GECK ON STL FRAMING =+= 4" NOMINAL PROFlLED WD00 BASE (P). W13 SAA1E AS W12 iNfTH STAGGEREO 3 5/8" STUDS IN 6' TRACK. C3 2 LAYERS OF 1 /2" TYPE " X GYP BD ON STL STUD JOISTS WITH R6 COPPER ROOFlNG ON BLOG PA,PER ON SELF ADHERWG WATERPROOF P9 SOIL OVER 1/2" DRAINAGE/PROTECTION BOARD ON WATERPROOf MEMBRANE ON SLOPED, CONC FIU.ED MTL DECk ON STRUCTURAL ;TL 1 " z 4" NCAIINAL FIAT .vPl'�f� BASE (F1 R-38 BAT7 INSULAIION AND VAPOR 84RRIER. MEMBR4NE ON 5/£3' CDX PLYWOOD ON STL STUD JOIST FRAAIING. , O 2 3 4 O O O 8 9 10 Q � � � � 2 3 � 2 i 1 t 2 2 3 1 4 �6 .0 �� S.0 '� 5.0 I 6.0 A6. 1 A5. 1 A6. 1 � A5. 1 i �� A5. 1 I 6. A5. 1 : i 4.5 i 6J 7.2 7.5 As. i 8.6 II ' � � I i ; ! , �% ' I �2 - - I - - I - - - - - -_ --- - -T- _� � I I I j I I i / 'L-�' W1 � i � � '� - �� � I � R4TED EXHAUST � � � � � - - � � _ RATED EXFWUST � i �� � � � SHAFT RE� DETNL 7.3 SHAFf RE�. 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UNIT 302 , � � � ; � F4 i � - _ . ; . . - S Q � - -- �'� - � T - - - - -- - --- � -- - ' � � N11 � , I �, T- I O C1 I I C1 I i I i ( � � I UNIT 205 UNIT 204 i I UNIT 203 I , UNIT 202 � I i UNIT 201 I UNIT 200 i w � � W � i �' � � ,J f4 � � I � / � O I F4 � I � SECOND LEVEL � V � - - - - -- - - - - - - , - - - - �/ I 1 .4 EL 84'-�U -'r 3 � W1t I � 4 i i ; i � � ri I �� � � J C � � I � � cl , ' , I � G _ I i ' i � L BRARY NIT 1 4 NIT 1 W A�ENS PANTRY LOUNGE _ i ' � � REfAIL U 0 U 05 i � O � 0 � � � � , ' � � I I Fa , � � F4 I w / ` wi � I �I � , > I I I � � � � � � - - - - f � 1 .23 I � FIRSi LEVEL ' , ; i Fa � � - - - - - - - - - � - - -s � � � I E� �a -� s - _ _ - , 1 ( � i � ; - ' cs � ; ' � ~� � • c � � � � I I �� � wio � � _ � i 1 �.a � � � � cAr3ncE � � I I i .25 � � siu � , � _ I I I I 1 P4 (no pattem) I / *' � � � � Gafu,GE LfvEl � DRIVE� \ S - - - � - - - - - - - n : I li I F1 �� , . I � / i \ � � - - / .30 � i � 64' -6" � � . . . � , , ' , e ' � ' � ", � � - - - - � , . • � . . L30 � - _ _ � � I � � II I 1 � � ' � � i � � � �,, ��o�gof��do�a0 0 �o�do�g �c���oo� ° C�r�o�JOo��� D � � � s�aie , �e�' _ , � �. ( A ) � � 8.5 C C.3 � ( E J � F.2 CF.6� � A.6 B 8.5 C C.3 � � � �.J � �� Y 5.0 I ' i /' 6 .4 5 0 ' � I - - -- - _ 7.3 ! � _ _ _ _ _ _ � _ _ � - - - - -- - - --- ; � ( '� 'i , � I � Revisions: , ; 'i � i � , R, a , � � ; � � �� i �� � � I i '� /�s� � c�sn��� „ n�� � ; �, _ � � - � � � ' ' � i � � � coreJshell � 1 /2W97 � � - - - - - - � t � _ � I I ' i I , (� - r - - T - - -� Construction ,- , � ( 3 ;�--� � �I C8 � i I R I � � r ,- - - � � � i I � I I � � 1 . � � � I � � � � � , � � i � � � - - __ � 3.5 ' �� ' � ' � � 1 ! I � wi •: ' � I I I � _ _ / � � C8 ---�-- - � - � UNIT 403 I CORR 'I UNfT 41 1 � UNfT 410 I � � , � - ,\ _ i UNR �403 ,I � _ � { I - - - I I - - - - - - - - - - - � � 5 I I i W11 W1 � - � W24 ' W24 I i i - � i � I ll - - - - - - - - - I - - - - - I - � - � F�ELTH o-�� 3.2 `\ ` '/ ' C3 ; I - -- - - - -1 - - - - � � � � 1 ' \ 3. 1 I -- - - -�t FOURTH LEYEI � W15 W13 / � � i - - - - - - � - - - - - - _ _ � r � h �� � , , � i i � � � '� i EL toi' -o" i , , C� � I I I � ' � 'i � c1 � � � � ! I � � � _P i ! , UA71T 305 CORR � UNIT 309 � � o ; I I UNIT 304 I CORR i UNIT 311 � � I � , , � I - - - � F4 � W15 W13 W15 - - - - - - - _�� � � � i ' F4 � �� W11 W4 � - � ' I I I THIRO LEVEL Wt Wll � ! I � I �MkG LEVEL - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - --�c - -�+ - -- - -- - - - - - - - - - - - - - - - - - - - - - - - - I � -- - -- 'r - -b � � i � ' I EL 93'-5' - - - 1 .3 SIN � EL 93'-6" � �� ��F�=� i , I � W1 W I Wt Wt ? 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F4 � W13 W15 F4 � � � _ � � - -- - -- 1 . 1 � - � �-� � � _ - - - - - - - - - - - - - - - - - - - � - � �� - � - � I I � � I I I � , ; - i . is �i - - - - - - - - - � -,� Fl�sT� � w� wi � � i � i � I I wi � w. , � � � Date; -- 11 /26/97 � / i I � - - I --'k f �k� f ��� - - � ` � � �'I i _ - - - - - - - -- - - - - - - - -- - - - - -- -- - - - - - - - - - I EL 74'-0" _ � - - - -- �. � - - - � i � c � � , I I - - I ' - i , � I � � � _ _ '� ^ � � �2'-d' ; Proje�t No: 19017.00 z � l i ; � . i � i � cu � �--- t . is � - -- - - - -- � GARA6E � i y�,g � � i � , , N,y � � � � GARAGE I '' w9 i I - � + - i � � �� � � ' � j � ' i � I ' � � Drawn by: IndaCAD �- I � I i i I � I GARAGE_�r I I I � � I � I � -- - - ,nFAGE LEVEL � - - --- - - �, _ - _{ �--fi-� I rt-- - 1 ---r � , ' I I I � EL 62'-6' L ' _�� ---� _, I j� ---- i i El 62'-5 Checked by: BJD _ � � I-- - i � � � _- _ _ - -- i ; �- ---�-- - i � i , � � � - - - - - -- - � �- � i - �; -- -!� ! i � ' ', � � � i��_ �l i � st,eet i of z _ t �� � � � - t_ 1 -- - - i - - - - - - - - - - - l , J - �- - - = - = - � � /`'�/[ � lJ��l`:J��g �V�'' �V' 1�0�11 U � � U� l� C1Cl l�l5ll IJ �.Ill �l�l���lS bV � � `'1f � I�JIJ��:l�ll Ug �l5 �V' 611�� � � ���V�IS� �.IIJ �I�JU�U lll� `�V � � � II A . nl) Sr . : q" - � _ I ` � � O \J z = C CUPYRIGHT i - a� 5' cEw��c n� easE. � , _ 4 _ - , �=_� _ _ . _ 1� IefCe I c o , ,. T. , � � �j�"1 � 4 A� �-1 � �M��,�y� \�O�Q� W � 4 2 IAYEk Of 5 8" TYPE ' ii GYF BO UN 3 5 $' STUDS WITN 3" SOUND .a X 3' ACGilSTiC4L CE!_IN6 '?N ;wPBi_i0N o S � tM. R7 tC- USEG. M;�'„ '�v(����� '� UU�( E �'� - -- - ---- - -- B7 6' TRAVERTINE T1LE BASE. ATfENUATION BATfS (ScAI BOTf01A WITH ACOUSTICAL CAULKING). _s � g' Tw� "X �yp �OF:IT � Jh jU:PEhSiON Si�TEM ;QAINTj. Fg P4:-FlNISHRi AtTL GN dli.^G PAPER CN S:IE A7a=rING WA�RPRUC� � - - - � ' ;� � rberg & Note . AIl notes ma not be used on every sheet. 88 4' RUBBER BASE. W15 1 L4YER OF 5 8' TYPE x GYP BD ON STAGGERED 3 5 8" STUDS IN 6" � , f M7 RuVGH �=�'N a� TRiM. - -a..-=� �_� � y � / �E ns c° w!n+ a-�o Kw,�r �,�CED EAr i^lSUtr1T10�+ UE'd5RANE ON 1 /� CQX RfiE R�',WZ�ENT ?:YW;�!p Gti � 1 �2" �y ROUrN �AW'V , �< ��� ;� ssociates 89 NO BASE. TR4CK W/ �' SOUN� A7TEN BATTS (SEAL BOTTOM W/ ACOUST CAULK). �' X� t�OM Ta�, J-CROOVE CEUQR BGAiiDS ON � '$� T'FE �X" G�`P pC:YISGCY.4NUFAir INSUTAT!ON ON 5r ? T','VE ' X° GY� :NEATNING �N 1 . Fi,�?? T� �ttREi. _� C= ��NC' FLUORS : 'l � M;� CECR JN STi. �RRM!NG !S�;REA ���WGOD AND A4 ��f�STRUCnON M± RQUGN `_a .YN 2� T���1- � - , _ c�� r W� 6 1 LAYER S/8" TYPE 'X GYP BD ON 2 1 /Y C-H STUDS WITH 1� GYP ;OFF;i 9G �N =T,. FraMIN�. �!?� SpF=,7 p�a ,^,ti� � hiteCts F1 4' REINF CONC SIAB ON 4" GRAVEL ON COMPACTED SUBGRADE. (SEAL INALLS : UNER PANEL (1 HOUR RATING). �a r� i :r r BEL!1W THIS I�.Tp M?L pE�K) ' N4 RpUGh 5�1�NN 2r4 7F;�' WHERE EXPOSED), � . SAME AS � Wffh R-, 0 kRA ACED aA?T iKSULATiON. F2 THINSEf CEWUIIC T1LE ON f1 . Wt 3/4 EXT FMISH AND INSUtATtON SYS (EIfS} ON 5/8' 1YPE �X GYP W17 2 IAYERS Of 5/8' TYPE " 1C GYP ON 2 1 /7' C-H STUDS WffH 1" GYP ,� 5;3' ;�pF 'Y. G1'O SOFTIT BG qN 2" � CNANNEi.S Ai Za' G� W�i 1 �!� 4�i�'H S'�.WN -'�6 T` . � � A' � 'A� SHTG ON G STUDS WfTH R- 19 UNFACED B4TT INSULA710N AND V8. UNER PANEL (2 NOUR RATING). ! �T P��Y!�CYkNURATE �N`vU1TIDN. PAViNG : Mfi ROUuH r"-'Md ?x$ T= : ; =-iITECTURE F3 VtNYL COMPOSITION iILE ON Fl . W2 1 1 /2" EIFS ON 5/8" iYPE " �' GYP SHEATHING ON 6' STUDS WfTH W18 1 LAYER OF 5/8' TYPE 'X' GYP BD ON 1/8' FURRING CHpNNELS. � � ;; = !qY:RS OF 5/�' T`^E " r' CY? 2C.4RD ON 2 1 /2' G-H S1/D5 Pi CAIrC FAVERS ON 1° SANC 8EC ON .i P,EINF CONC SLAB •'vlTt{ M7 ROUGH SH�?d 2x1p -- '. ^ L�,�iNfNG i f4 5 1/7' (TOTAL THICKNESS) REINF CONC Flll ON I�TL DECk ON STL R- 19 UNFACED BATf INSUTAiION ANO VAPOR BARPoER. �f� g 1 LAYER OF 5/8" TYPE °X GYP BD ON 1 5/8" ST� STUDS. WfTH i' Cl'? UNGR FaYE: , 1 HOl"4 NOR1ZOi�7AL RATING; . SNO'NME." °IFN�'; ON Dfv+1NAGc �`'�r QN v:ti-ADH�RING MEkIBF�ANE M8 ROUGH SArY?J 2x12 '- '� ` . KltJtiS fRAMING. (SEAL WHERE EXPOSED). w3 6" NOM STONE VENEER ON BUILQING PAPER ON 5/8" TYPE ' X' G1P W20 1 IAYER OF 5/8' TYPE �X' GYP bD ON 2 1/7' STl STUDS , ' NO FlNISME;; CEILING - OPEN i0 �?UCTURE AEGVE (PWNn. Wp�=pPRCa�ING ON �ONCn�TE �TRUT JP!U, S�E � M8 PRE-F'NI��iG ��- = _ - FS CARPET ON PAD ON Fa. SHTG ON 5 STUDS wfTH R- ? 9 UNFACED BATi tNSUlATION AND VB. W21 1 U1YER OF 5/8' lYPE 'X' GYP BD ON 3 S/8' STL STUDS P2 CO`+C PavERS �N � SAtr;; BEL !'MRH SNOw�nE_T PiPiNG) ON COMPAC�ED p. � ��ppE� �,�;... 4 ;,"; � F6 THINSET CERPAIiC TIIE ON F4. W4 1' 1(6' NOA1 i&G V-GROOVE CEDAR SIDING ON BUILDING PAF'ER ON yyy2 � �qYER OF 5 8" TYPE "X' GYP BD ON 6` STL STUDS. ` ' ��'8�'�`'� � c*� � M 7 CLEiT SAND.., „a, �,-n F7 THWSEf TRAVERfINE TILE ON F4. 5/8� C D.X. F.R.T PlYW00D ON 6' STUDS W� R19 UNfACED BATT Rt CONC TILE� ON � xd 'r:�?Ri� 9d'7E'd5 ON iM4 `�ERT @4T?ENS CN F3 IMEP.LvCKING C�IC PAVEPS ON 1' �AND 'nE�1 ON 4" P,EI'J�GRCE;; �� : •, r� nta e dca� Wcst F$ VINYL COAIPOSfTION TILE ON F4. W5 W23 2 tAYERS OF 5/8" TYPE "X' GYP BG ON 6° STL STUpS W/ 3° SOUNU �. �p , � „ � � � � � !.:. t2 F�GiYER BCX. 1 INSUL AND V8. �� - �F-FU?h_ .IAG WATERPROC� MEMRRqNE ON I /2" CDX P,R_ RE?AR�ANT �On ,P.ciE SUU (W�H SMJWM..0 PIP.NG, ON CC�41FACrD SLgGRA.�E. � o�,»dc �t55� 3 4 EIFS ON REINf CMU OR CONC wALI. °Lrk00D 0'v 3 1 /7 POLr1S'uC`'atvURFTE �NS�lAPrJP� ON �/B" �X �'P o p o �^ i c� o � M1 :S HEAvY TIL'_ER " � , o?u/a7�33 F9 iHINSET TILE ON TROWELED-9N MEAIBRANE WATERPROOFlNG ON I � 4 4 REINF COLO .EG ATTERNEO �NC ;iAS 'W.TN :NGWM�� IPING ON . W24 SpME AS W22 W/ 3" SOUND BATf (SEAL BOTfOM WfiH ACOUSl1CAL ;HTv �N AITI �E�� OIv :iT� FRAM NG �SCREW' PLtYIpOC .4Nu ALL � p � � � M14 BR�SHED 3RC'v _ ,_ nrua7c-a6oE SLOPED GROUT FIIL (MINIAiUM 1° SLOPE) ON F4. W6 � I /7' EIFS ON REINF CIJU �R CONC WALL. „ ,._, „_ „ C . 0 A�.iEu SJBGRADE. CAUUiING�. �Qht$TRU., ' iJN BELOW IHI� INTD A(rL �_.K�. P T}iiN$Ei R'U1D1i.� P4"ERN �� ONC PAVING O�l 4� 4EINF CQN; jLPS �W� V' c prl, l Nc� 3R.fr F10 THMSET TRAVERIINE TILE (WITH HONm SURFACE) ON iROWELED ON W7 EFS ONIY (NO INSULATION) ON REINf CMU OR CONC WALL. 5 W25 1x6 NO�A TdcG, V-GROOVE CEDAR SIUING OVER ix4 BLOCKING ON � ; ;,�?pFC RpORNG GN BLDG ?APE� GN &ELf a;HERING w'AIERPP��O." r ^ � � MEFAB WP ON SLOPEG GROUT FlI.L IAIN 1" SLOPE ON f4. � SN ,'NMi" PI��NG) �N CO!APaCTEG S_'56P.��E. " � � W8 8' REINf CONC AIASONRY UNITS (P). BUItDING PMEk ON REMF CMU OR i;UNC. NEt�gRphE �N �/�' r rE ' X" G � SNi; GP: MTL DECK �N �L FRAMIN6. fll THINSET RANDOM PATTERN STONE PAYING ON F4. y�9 $' �A$T-IN-PLACE CONC WALL ( 10° AS INDICATED)(P IN STNR � 1 ). W26 PROTECTION BOARD OVER SELf-ADHEkING WATERPROOFlNG UN FORMED �6 4 i SLOi'ED, REINF COL^�'ED CUNC "LA6 (NNTN SNOWMEL7 r"IPING : Jenve� O!f'ce W1U 6� NOM STONE VENEER ON REINF CMU WALL CONCREfE WALL. �3 SAME PS 4? E'4.E?T W1IHGUT ?HE 1 /:' PI.1"h'�]OD ?ND Z 1 /: DRA�Pl4GE IAYF� DD: Mc4E WP GN CCNC 5rRUC�URAI StAE. �� % �'�`� �- BASE : 'CLY�SOCY�NUR��E INSUTAT!GN. S�rte C� W11 1 LAYER 5/8' 1YPE �X' GYP 80 ON G' STUDS ON VAPOR BARftIER. CEILINGS : p7 �� ,t� �g rXrcpT yViT� oAT'_RNE� . COL)R"cG CANC TOFF,NG ='..� . �er�mr, G��orado A02U2 ' 81 6' NOA11NAt. PROFILED WOOD BASE (ST). �1 4QNERED EPDM Ri10flNG GN SLpF�D CONC �'L: (MiN 6" ?OTA! THK` pg ?xo REuw00C JECKIN� 'CREY4rL TC �L'vPED 2x SLE�PER: @ 1 F` " rar, so3itz� :t355 W12 5/8� TYPE " K' GYP BD ON 1 /2' RESILIENT CHANNELS AT 24' 0/C ON 3 C1 5/8" 1YPF � K� GYP 80 ON SUSPENSION SYSTEM. WITF! �NOM'!.1ElPN ; ��PI'JG vN MTL DECK Oh ilL FRAA4�"�f.- ' Fac: 3r, 3i623-z26� 82 4' NOMINAL PRORLED WOOD BASE (ST). 0�' ?RGTEC'ICt�' RC�G ON SEIF AD!+ER;yG WqTEF�R00F M�:'9G� ' 5/8" STUDS WITH 3' SOUND ATTENUATION 6ATfS (SEAL 80TfOM WfTH C2 5/g' IYPE 'X' GYP BD ON $USPENSION SYSTEM WIiH R-38 BATf '?`, '_G0=[ L".C' EALASI'E'J EPDId RG�'FING GW ��PEREu INSUlAifGN ON Sj9" �`,i� p;.�r�_ g7� j�T�R_ I B3 6" NOMINAI. PRUFILED WOOD BASE (P). ACOUSTICAL CAULKING). INSULATION AND VAPOR &4RRIER. 7Y°� " a' G'� 9D OK MTL GEGK VN �TI. fFA!AING. � _ 84 4' NOMINAL PROFlLED W000 BASE P W13 SAAIE AS W12 WfTH STAGGERED 3 5/8" STUDS IN 6" TRACN. " " ' - ' ` �` ' � ) C3 2 LAYERS OF 1 /2" TYPE � �C GYP BD ON STL SiU� JOISTS WITH �;; COPpER POC=ING CN 81.Di: PAPE!? ON ,ELF aDHEWNf. W:.'.. - B5 ? " k d" NOMINAL FtA? WOpC BAS� (P? R- 38 BATT INSULAiION AND vAPOR BARRIER. 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I � � � � r, �� � �� ��� �_ - � � � � C7 � � �� � � C2 � Fll THINSEf RANOOM PATTERN STQNE PAVING ON F4, �� �� � BASE : � er � w� sc i �� j � � � P �i _ � ' I �V I S�,necz � i � I j C2 I I i , 81 6' NOMINAL PROFlLED WUOD BASE (ST). D�viver. Colondo D020Y I � i �' _ � Te1: 303/6233355 I - i i 3.5 /� ' 62 4� NOMINAL PROFlLEO WOOD 9ASE �51�. Fax: 303/623-2262 � � � � . � 63 5 NOAIINAL PROFlLED WOOD &1SE (P). j - - - - � SIM - - - � - - - I � '1 B5 I' Xo4"1 NOMINALIIFlAT W�OQD BASE ((P). _ _ - - - - - � 3.9 � � - �� � � -- - � � � i J ` UNIT �414 � I I � O B6 6" CERAMIC TIIE BASE. __ � � � � �` ! � �, I 87 6' TRAVERTINE TILE BASE I � F I I I �, ' � � 68 4" RUBBER BASE. �� � - - - - - - - - �- ke - - ��-� � � � � I . '� � � � 89 NO BASE_ � ! i i � � i � � ' � ' � Ii %� ' � WALLS _ � � ' I 1z � r= - � `. `� � -� w" � � w� 3/4" IXT FlMSH M1D INSULATION SYS (EIFS) ON 5/8' IYPE ' � cvP � � - � -� _ � �� I � I �� � �`-� � � � � SHiG ON 6" STUDS WITH R- 19 UNFACEp BATf INSUUTION AND VB. � �� R� � � �-�,�,r,% �� � I � i I I � �� � � WZ 1 1/2' EIFS ON 5/8' TYPE ' f� GYP SNEATHING ON 6" STUDS WIiH j � � �' ��,� ! � ; � ' II � � i � R- 19 UNFACED BA1T INSUlAT10N AND YAPOR BARRIER. � ��// � � ! � .% ' � W3 5' NOM STONE VENEER ON BUILDING PN'�R ON 5/8" TYPE �X� GYP � � � � ��� , � '� i � ! '� � '� � � i SHTG ON 6' STUDS WIiH R- 19 UNFACED BATf INSUTATION AND VB. I �� ,� ,. ��� �� � � � Fq � ��� � � ! W4 1' XG' NOA1 idtG V-GROOVE CEDAR SIDING ON BUILDIN�, PAPEk pN , - f��. - .. � I " _ _ ! i � W1t � ' - - - -- - ' I 5/8� C.D.X. F.R.T. PlYW000 ON 5' STIIDS W/ R19 UNkqCEO BATf I � FOURTH �EVEL I � -{. - - - -{- - NNj INSUL AND VB. I I � � � � I , - -�c- - --Q �� I � ��� � � I 3/4' EIFS ON RE1NF CMU OR CONC WAII. � �,� ' . � , � - - - - - - - - - - , � , 03 -0- � W 6 1 1 /7 E I F S O N R E I N F C A I U O R C O N C W A L L 1 � � i \ ! � _ , � 5. 1 I � � � - ; � � � � ��� GRS UNI � W' EFS ONLY (NO INSULATION) ON REINF CMU OR C�lC WALL. � I I � � - , � I Mb I ' i I � �� � % �� I � I � i � I, WB 8' REINF CONC AIASONRY UNITS (PJ. �. � ' �_ _ � - - - - � � � - W19 I / I I W9 8" CAST-IN-PIACE CONC WALL . ( 10' AS INDICATED)(P IN STAIR �1 ). �� �- - - - - - � I, � i W10 6' NOM STONE VENEER ON REINF CAIU Wp1L I , � , � \ � � I W1t 1 LAYER 5�8' TYPE X' GYP BD ON B STUDS ON VAPOR BARRIER. I � _ � � ! W12 5/8° TYPE ' � GYP BD ON I /2' RESILIENT CWWNELS Ai 24' 0/C Uh ' [ ^ I - ''�4 i - - - -- - -- -- - � � i i ' S/8 STUDS WIiH 3° SOUND ATfENUAiION BATfS (SEAL BOTTOM WffH ' C1 I rI J � -- Wil I w2 � ACOUSfICAL CAULKING). I , _ , � , ;� � � � � � ' , i � W13 SAAIE AS W12 WITH STAGGERED 3 5/8' STUDS IN G TRACK. � � I I I ; � UNIT 316 � � � � �----- � � �'�- �� ---�� � ATfENUATqN BATTS (SEAL BOTTOM WfTH ACOUSTICAL CAULhING). ' I � � W14 2 LAYER OF 5/8' TYPE " X G1P BD ON 3 5/B" STUDS WITH 3 SWNC I i �_i °' I � --� - -- , �- � � - ; � W15 1 tAYER OF 5�8" 1YPE X GYP BD ON STAGBERED 3 5�8' STUDS IN E" � I � � ; 1 . 2 ��, i F4 j � --� TRACK W/ 3' SOUND ATTEN bATfS (SEAL BOTTON W/ ACOUST CAULk! � , � ("� � ' i j � � � � � � � I I, W16 LIN�ER�PANEg(1 OUP. RATING).D ON 2 1/2' C-H STUDS WITH 1" GYP � � � i � � �� �'SDR1H LEV€L � � _ _ ' Wi7 2 LAYERS OF 5/8" iYPE ' X GYP ON 2 1 /Y (: -H STUOS WITN t' Gr'F �- - y--- -- - - - - - - - � L1NER PANEL f 2 HOUR RATING) � ' EL � o3�-d I II O i � � � _ I I � I - I �_ w� g 1 LAYER OF 5/E' TYPE ' � GYP BD ON 7/8' FURRING CHANNELS ��� --TT- - � �, I I � �� , , � � � W19 1 U1YER OF 5/8' TYPE "X GYP BD ON 1 5/B' STL STUDS. � � � i I � I I ' W20 1 LAYER Of 5/8' TYPE " X" GYP BD ON 2 1 /2" STL SNDS. � � � i � - - �� � � J � � � � F4 � � ' � � � I � � � W21 1 UYER OF 5/8' TYPE " lC GYP BD 0� 3 5/8" STL 5ND5. � � w i � � W22 1 UYER OF S/8" TYPE ' �' GYP BD ON 6' S11 STUDS. � ; ! � 1 .3 � THIRD IEVEt I � .. , f / � I W23 2 LAYERS OF 5/8� TYPE 'IC GYP BD ON 5 STL SNOS W/ 3 SOUND � -� - -� W24 SAME AS W22 W/ 3' SOUND BATT (SEAL BOTTOM WITH ACOUSTIGIL �..r� � i � - - - - - - - - - - _ _ _ . _ �� -sa°-b' I j � �� I \`,� _ � _ j , � - i - aan. I t � Q � RE 1 ?.•+ SERIESt ' � +.f CAULKING . � � . 7 I W4 �- � - w� ^ w � �' ;- � FOR RCP INFO ' ' ' W25 1 z6 NOM )T&G, V-GROOVE CEDAR SIDING OVER 1 x4 BLOCKING ON � � � � ' ! � I � � YV19 � UNfT 318 ' BUILDING PAPER ON REiNF CMU Oft GONC , � ' i ',� " . W26 pROiECT10N BOARD OVEk '�l� -ADHEftING WATERPROOFlNG UN FORYED � ' I ' I� / L_ � I ! I - CONCRETE WALL - � � / � I � I L-L - � - - --� I � I �' l P, 1 ` I ' � - '-�- - � _ - - - ------ i _ - RE: WINDOW SCHEDULE - - - - /- • - - - � C1 ` /8' T'�E ' X ut 9,. '�N SUSPENSIO►+ SYS7EM � i - �:8 � C1 ' , C2 � 5j�' TYF'E ' ?C �YP 8D �N �/:�PEM510N S�EM WITN p _ .�< :�-- � � � __ _ � � � �� UNIT 216 ,� � '� � � � � 1 ttP � � I } INSUTATIpN AND VI�JR 4�ARR!ER. , ____ w3 � �, ( C3 2 LArER� �c • • Y TYPE " %" GvP � ON S1t 51i10 . YrlTp - , � ' . J I 2 . 1 �� �''�'� � 1 . 1 I ,N;. I'�4?lr�l ANp VAPOR gpRRIER. � ` i �.i V i (t-38 g4r� k I ' - - - � : I ' � ' � - - - -- � 1 - ' . -- - . - - - � � C4 2' x 4' ACOUSiI(',M. illt CfJUNG ON SUSPENSION TEM. i I ' �` � f I 5. 1 � ' � - -- - -Jr �- - - -- I' / C5 5/8" Tl'PE " X' CYP SOF'iR ��N SUSPENSION SYSIEM (PNN�. I ; � �, �� j � ; � Re i e�v � '� 7 I . � � I I c6 sa►�e �s cs wmi R-3o K�aFr Fnc�u=s�t ir�su�,rioN. � � � � ' - , � - - � - �' � C7 1' X6' NOM T&G, V-GRWVE CEDAR BOARDS�`�i�8" TYPE ' X GYP � � � � � , � � � � � I � F I � _ _--_ - - _ _ -_ ___ _ _- _ _-__-- = , i � I 1 . 8 , I ' Fq SOFftT BO ON $TL FRAMMG. �� '� � - - � � I, , i I fLt1 p6 � � � � C8 SAYE AS C7 WITH R-30 NRAFf FACED BATf INSULAiION' � , ' L~ � C9 5/8' T1'PE ' X' GYP SOFfIT BD ON 2' Z CHANNELS AT 24" OC WITH � I �� � �� � � � � � � I � TMRD LEVEL ' � 1 �2" POLYtSOCYMlUR4TE INSULATION, � , I , ? -� , � r Fa I � � �I � wit � I � E�;�, iT- - - - ��/ ' � � � � - -� - - � - - � � � ) � � � - � � � - - � � � � I � -- �ECOND LEVEL� � �i � I � - - - - -- - - - - � � �, - C10 - SfUDS ' � i WI H �1"�GYP lIN R �EL (1 HOUR HORDIZONTAL 'RATING .H I I I -_ - - --_ -- - -_ _� -- - - - � - - - - - - EL 84'-0" � ` - - - - - - - - - I I i I � �' - I I � � I C11 NO FINISHm CEILING - OPEN TO STRUCTURE ABOVE (PAINT). i I i I .,I � � ` I R��F : i i , W19 � C� � 'T-� I I � g � I i ' ;', I I � � � � i , � Rl CONC TILES ON lx4 HORIZ BATTENS ON ix4 VERT BATfENS ON � I I y ' �I I ' 'N3 \ . � , ' � . Ik ' - --- - - , I ` SEIf-ADHERING WATERPROOF MEMBRANE ON 1/7' COK F1RE RETAFtDAN I , � SHTG ON AITL DECK ON STL FRAMING (SCREW PLYWOOD ANO ALL � REfAIL � , I � ' -� - - _ - 1-- / I ' PLYWOOD ON S 1 /2� POL'f150CYANURATE INSULATION ON 5/8' �X GYF ; � � - l � � r �v � �; � I - - - - -- - - - - - -- - - �-- - - I � , 1 � � _ � � �� �' � I � � � � � � h- ! � I CONSTRlKTiON BELOW THIS INTO MTL DECK). I I I 1 � _ __ '_ � �� � _ "� I �� � J ' � ' _ _ �� UNIT y�218 R2 COPPER ROOfING ON BLDG PAPER ON SELF ADHERING WATERPROOF - � - - - - ;8� - - - ' I IAEMBRANE ON 5/8' TYPE ' K' GYP SHTG ON AfTL DECK ON SR fRAMIN� - - i �� ��� ' � ' � 5.3 I � - --� - - - - - - - -- ' POIYISOCYANURATE INSULA�ON. RE'ViS10(1S: � i, , I I � i � I � � i ' I R3 SAME AS R1 EXCEPT WITHOUT iHE 1 /7' PLYWOOD AND 3 1/2° I I I � I � �/ ! ' I R4 qpHEREQ EPDA1 ROOf�NG ON SLOPED CONC FlLL (MIN 6� TOTAL THK) COfP.�SFI@II � � - � � 5.5 - - R I I I - - -r--____ WfTH SNOWMELTING PIPINC ON 6fTl DECK ON STL FRAAIiNG. CO�P.�Sf1EII � � �2�� � I �- I i w3 I �� RS - RS LOOSE LAID BALLASTED EPDA1 ROOFING ON TAPERED lNSULATION ON 5/y ��n���� � � p� � �, � � � � , j �"� Tl'PE �X GYP BO ON MTl DECK ON STL FRAIIING. � I il � � �, , � i - - I � I ' jl ��--� I 4 - ___ _ _ __ __ - / i R6 1A��IBERANE�NFINS/8�'NCDxPLNNOOD �N STL STUD dI015TwFTRAMINC�F ' ' I i 1 . 14 . K� � � R7 NOi U ED. i � � W� � II I ' . I ` � � :ECOND LEVEL fa Rg PRE-FlNISHED hdfl ON BLDG PAPER ON SELF ADHERING WATERPROOF I P2 i, , � Pt � F4 I ' ! ! I ' �� - E, 84. _��' �� I MEMBRANE ON t /7 CDX FlRE RETARDENT PLYWOOD ON 3 1/2" I I I � - ' I - - - -� -- - -�-� ' I � 'i PpLYISUCYANURATE INSULATION ON 5/8' TYPE " X' GYP SHEATt&NG ON � � � - - - - - � � - I '� I ; FIRST LEVEL � ( REW PLYWOOD ANO ALL CONSTRUCTIO� � `k - - � = - - - - - � ' - - - �- � , - - - - - - -'�' � Y; -t -�� �; _ � /� � I - - � ! � � � BfLOW THIS INTO MTL DECK) i � i ' �-- - ''� i --�- 1_ _ _i� I -- - - -- - EL 74'-0� ��..I - , - MTL DECK ON STL �RNMING SC ; --�-_��� - - � � , i � � , , �-, i � I i � � , ' � PAVING _ I - - - r7 � I � 1 _ - Pt CONC PAVERS ON 1" SAND BED ON 3' REINF CONC SlAB WITFi - ( � ( . , I I � > i � ' � - - � - - � �, ' ��� i �i �i i, SNOwAIEI.T PIPING) ON �RIJNAGE LAYER ON SEIF-ADHERING MEMBRANE � � i WATERPROOFING ON CONCRETE STRUCTURAL SlA6. i � I I � � � � � �, � � P2 CONC PAVERS ON 2' SAND BED (WfTH SNOWMEIT PIPING) ON C04PACTEC - - � � GARAGE ' � � � � ' I � SUBGRADE. � ��`- � � i i i � P3 INTERLOCKING CONC PAYEP,S DN 1� SAND BED ON 4" REINFORCE� I i_ .`� OF CO( Q9 I � I ; I, � r C1 I CONCRETE SlAB (WffH SNOWMELT PIPING) ON COMPACTED SUBGRADE. Q� 9 i ' I iw'6 - - W9 'i � I - - - - - ---- -- -- - - - - --- - - - - -- - - - ; P4 4' REINF COIORED PATfERNED CONC SlA6 (WITH SNOWAIELT PIPING) Or+ � `� , � I I L BBY COAIPACTED SUBGkADE � � i -� � I I RFVOLVING DOOR ! - � I PS THINSEi RANDOM FATTERN STONE PAVING ON 4' REINF CONC SLAB (Wi� f+. j * S K ERTi . � 1r � SNOWMELT PIFINC) ON COAIPACTED SUBGRADE. y ' J� ' � ' �� � ' � � I P6 4" t SLOPED, REINF COLORED CONC SLAB (WffH SNOWMELT PIPING) ON ^ l 15 , I � ' � � � I I � DRAINAGE LAYER ON MEMB NP ON CONC SiFtUCTURAI SLPB- s, i v � I � - � -_ __,� - - ---- - - --� / -- � __ 1 � � � � P7 SNdE AS P6 ERCEPT WITk PATfERNED, COLORED CONC TOPPING SlAB. " � �\��" � i �E I Ft � II �� �/ I V I I P8 2x6 REDWOOD DECKING SCREWED TO SLOPED 2x SLEEPERS 9 16" OC � A R�/ I " 'i � � W9 Wy ' , ' � "� � ' , ON PROTECTIUN BOARD ON SELF ADHERING WATEkPR00F MEIABRANE ON _ _ I GA�AGE LEVEL � I , � I STL PLAiE STRUCTURE. ,' r I , I i I ` �l _ __ � __ �_ 1 I - -il+ I I � P9 SOIL OVER 1 /7 DRAINAGE/PROTECTION �ARD ON WATERPROOF I I Ddte: 1 �/26/97 � - li i vAR�S RE. A2.0 �� I � � I I MEMBRANE ON SLOPED, CONC FlLLED A(TL DEG( ON STRUCTURAL STL � i I � � I I F2 i PS I I PS i Ft , FlRST L_� - i ' � �-�--- MISC : " � � � i � � � � i I ;✓ I E� 74 -� ' Project No: 19017.00 i , _ I -- - ,� --- - - , � .� � - - -- - r x rRa� _ - - � -- - -- - - - ---- - - - _ _ Z -_ :�. - - - . t U H WN 1 � � _ �� � - -- - - -- - - ' �� o u o � , o o , o o c n o o' o� ,� c � - - - i M2 ROUGH SAWN 1 4 ,� ,, Ma Roucr+ snwN zXz raw�. ! 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I - -- - ,k- - - -- --__ � 9 W3 6' NOM STONE VENEER ON BUILDING PAPER ON 5/8' TYPE 'X" �: i- - - �` - - ---- - 3 - 4^ I0° ^ ;� 7.0 �p�.g�� SHTG ON 6' STUDS WITH R- 19 UNFACED BATf INSUlATION AND J� t03' -0" - � n3'-a" ' �"� ' ° � A � �� � m � � � I 3'-4• g� W4 1 'X6" NOA1 T&G V-GRODVE CEDAFt SIDING ON BUIIDINC PMfR 0�� a� � .ro : 9 � 4 ! � � � �� ^' i � � -- * - � - �I 5/8' C.D.X. f R.T. PLYWOOD ON 6' SfUD_ ++ ' a , , � v�� r Pa" � � � � • 0 ;� � A / �.. � 1 � , e Wg � � ! W5 INSUL AND VB. i / � ��, I � �� �-- i i w� ' 'M'� W � � 3/4' EIFS ON REINF CMU OR CONC WAL . � TMP � I '� a � W6 1 1 /2" EIFS ON REINF CMU OR CONC WA; _ �" � i � 4.3 � � � i ~ W8 � L4NDING i ° I W19 Wg THIR� LEVEL �i � I p ' ��NG * a0� I W7 EfS ONLY (NO MSUlAl10N) ON REINF CM . 'r' wa._ .. W! 9 , W8 97'- 11 5/8" � ;, � .� � � � �\ '�- - �r � '� ; i /�"� . I I � i � EL = 93'-6" �n _ _ I r \ 97'- i l 5/8' I I Wg W8 8" REINf CONC MASONRY UNITS (P). � i � � gR � l � 1 W19 � W8 � m ' ; �� %� � W9 8' CASi-IN-PUCE CONC WALL ( 10' AS INDICATED)(F �h .'A�F � 3u ' . ' � ; � jl DN ; `/ P �+ _ g 'I � � THIRD FLOOR W10 6' NOA1 STONE VENEER ON REINF CMU WPLL � i � � '�- - f - � i UP ! �I - - �` � .-�'� � °' � i �El = 93'-6" �� � ' �, Wit 1 LAYEFt 5 8 TYPE "X" GYP Hp ON 6" STUDS ON VAPOR BARRi� i i � 4.4 JJ ' i ' i , W � 2 5/B' 7YPE 'X" GYP BD ON 1 /2' RESILIENT CHANNELS AT 24' � [ ^ � , THIRD LE1�EL ; i � _ . � THIRD LEVEL � I �� r/ / ip SR ' 8R 5/8' STUDS WtiH 3� SOUND ATfENUATION BATTS (SEAL BOTfOM n - - - � ; :� ' 93'-6' � U � { k � � 93' -6' N U� ' ) \ � I � 1 � �� �i I � �'�— — - -� * ---� F J � ACOUSTICAL CAUL1cING . � �� , W13 SA1AE AS W12 M'ITH STAGGERED 3 5/8" STUDS IN 6' TRACK. � � ,_ � _ ; : � �� � : ;� . WS WIO r � ° I _ � i , , , � � i - s `" � � ° `� - �r� ��C� .9 "' j f— �Na Wt4 2 IAYER Of 5/S' TYPE "X' GYP 80 ON 3 518" STUDS WffN 3 ! -^'- � �, SPA�E HORIZGNTIwS � ^> m e 51 I «, ' --, i y � I SPACE HORIZONTALS � :� �� ' ` ? _ `-• � _ _ ATTENUATION BATTS (SEAL BUTfOAI MATH ACOUSTICAL CAULKING). O WITH 4 ° MAIf SPACING •s`.`�� � ;� I ' I � � � II WfT}I 4" MAX SPAGNG , � wf5 W; � � � i, W15 1 IAYER OF 5/8° 1YPE X GYP BD ON STAGGERED 3 5/8' STUDS iN � � � lYP � � I i 11'P �' ' � J+NDING � � " : ';, iANDING : � �1 �- - - - - ---�,i '^ ^ _ TRACK W/ 3' SOUND ATiEN BATfS (SEAL BOTf011 W/ ACOUST v+ . � � ✓ � +� i , � �. " 89'-3" � �DI � Wi6 1 LAYER 5/8' IYPE 'X' GYP BD ON 2 I /2' C-H STUDS WIT}i , Q - w19 , W8 ���� � - � ��-5 5 8" - - - � - � - � � * W � 9 ' W8 � � i � � � � ' LJNER PANEL (1�HOUR RATING). � T / � K i � � I '- , W17 2 LAYERS OF 5 8' 7YPE x' GYP ON 2 1 2' C-H STUDS VYfTH i � I i�L� � J, ' � ji - � NOTE U�E � � � � � r, � UNER PANEL (2 HOUR RATING). � � � e m � � � �� /� - _ '! CtiANNELS IN UEU ' -� - ' ;� ,� - - . ; ' ,� i a �, ! �. � �r , j ; I � i =� i W18 � LAYER Of 5/8' TYPE 'X' GYP 8D ON 7/8' FURPoNG CNn^:M� � J ' ��`�Ji � ;�, � W4 W8 W8 � � ' OF 9 CHANNEL � �� � •` � !' _ � � � � I W� 9 i THESE THREE LOCATIONS / : / � : � II ��N� I� I' � W19 1 LAYER OF 5/8� iYPE "X' GYP BD ON 1 5/8� Sil STUG _ � ISECOND LEVEL i SIM ( _ SECOND LEVEL O � t,� ��:� � - 'k—�' I yyg ! � r � �i t - - ---� e EL = 89'- 3" WS WS S � W20 1 LAYER OF 5/8" lYPE "X° GYP BD UN 2 1 /2' Sit SR1C — ll - - � ; ;' W3 1L � 84' -0" I � I � F - - - � � p � 1 _ 84'-0 ,., I W21 1 tAYER Uf 5/8" TYPE °X" GYP BD ON 3 5/8' STL STI.D_ U � i ,k�',� - -- - - -} � , � -'� �p 0 W19 W8 WP :r i W22 1 lA'fER OF 5/8' TYPE 'X' G1P BD ON 6' STL STUDS. . . . �- ' 'I� - `-° ' - I � � - - - \ `�� e� � • '^ ' . "v _ _ - -- - - _ -- (_ . . . � -- � � -�` � �r � r, � � • '� _ � ` � I W23 2 LAYERS OF 5/8' IYPE 'X' GYP BD ON 6' STL STUDS W ; � � _ .o s I � �' cto l ws w , . � „ — = i - - i � J ; - � I � NOTE: USE WELDED DOGLEG I I (CONT)� � _ LANDING � --�- - - 'k I BATi. ' � �- - � � W4 ;TRiNGERS THIS RUN �,� g � ' _�" b , W24 SAAIE AS W22 W/ 3' SOUND BATT (SEAL BOTfOM WITH ACOUSi �( - � , Q � LANDING� 5 t a i � 1 - Th i r d � � v � l � � � . � �_ 5 9 * WS W25 1 x6 NOA1 )TtcG, V-GROOVE CEDAft SIDING OVER 1 x4 BLOCKING ON � � Scale : 1 '4" - 1 �-0" � I , - BUILDING PAPEF l�N PFINF CM� 9R ��ONC �. � � � � W& lt� � � 79 -0 �y{ 104 �W21 W21 • � - W26 PRCTECTION 8 _ ��': � � � � , ,� �, a , � �, � � W8 WS � I C./ � _ � � } tJ/� r /� I ,p I r � � � l. � I � � � I 1 I I I �./I j� l..i V � ! I CONCRElE WPl � . �0 3 w� s wa I � � � -- - � — �5_ ° � s�a�e , � ;a' = r-o' � CEILINGS : ,� � e _ / � i '� W21 W21 I � � � I C1 5/8 TYPE "r ' , ' ' `, :', , � � FlRST FLOOR _ � �8� F � � `'� '�\ � ' C2 5/8" TYPE "X' GYP B� DN SUSPENSiON �YSiEM WIIH k ' �, S _ ,� - - - - - - . - + '� � - -74.-0' - `S� . - x 7.0 �Wt ��_8. I 9 INSULATION AND VAPOR BARRIER : �� i '�. FIRST FLOOR B I' 7q' p'� 8. 3'-4" 8' � j i -. C3 2 LAYERS OF 1 /2" TYPE 'X' GYP BO ON STL STUD JOIST u , + -� yy � �W12 8 � I I 3 -4 4 -II '� &4TT INSULATION ANO VAPOR BARPoER, � - c� � W14 I I 4.2 ` 4" CUNG REINf. W8 � , — I I i C4 2' X 4' ACOUSTICAL T1LE CEILING ON SUSPENSION SYSTEM i �o 'a,� ,�_� OYER EPS. VOID I . � Wg • in co SIM fORAI � � � � C5 5/8' TYPE 'X' GYP SOFFlT BD ON SUSPENSION SYSTEM (Pti ' . , � � ° I �` � - 'h - - -- -- -- - - -- - - - - - - _ _ 2 � Wt W �7 I I15 � C6 SAIAE AS CS WfTH R-30 HRAFT FACED BATT INSUfATION. � � SECU� ND FLOOR . I I WB i W9 W9 ,� LANDING � � I � _ , � � � �} � � C7 1 '7l6' NOM TdcG, V-GROOVE CEDAR BOARDS ON 5/8' iYPE ' EL = 84 -�� ? � L � � �P , ��� � / I � - - �- � � � i SOFFfi BD ON STL fRAMING. i gg� _3^ � � _. � � � - 'k ''8 SAME AS C7 WITH R- 30 KRAFT fACED BATf INSULATION. _ i 9R , I 4'2 WS � �9 5/8' TYPE �X' GYP SOFFlT BD ON Y Z CHANNELS AT 24" OC V� DN 8R ! i , ' W19 I t /2" POLYISOCYANURATE {NSUlAT10N. 'D � °.' � �- �P � 5 � ct i on a t 5ta i r 2 ' I e ' '� �2C1 �/ �ECOND ROOR � � � C10 2 LAYERS Of 5/8' 7YPE "X' GYP BOPRD QN 2 1 /2� C-N STU�`, - • ;n I j '� � � :r El = B� 4'-0' I ;� WITH 1 ' GYP LINER PANEL ( 1 HOUR HORIZONTAL RATING). F ' � � I � � � ' I I I � C11 NO FlNISHED GEIUNG - OPEN TO STRUCTURE ABOVE (PAINT ; � � - � `cale 1 /d" = i '-Q� � I � � c,r�ncE �va � � � � - — - - F � ROOf . �!�_ _ . ,� ^. I Y � _ _ � �. = UP � I R1 CONC TILES ON lx4 HORIZ BATTENS ON ix4 VERT BATTEN� . r , , 62� 6 I I � • _ � / � �- � a -0 1 _ , io � y � 4' 0 _ � SELF ADHEPoNG WATERPROOF MEMBRANE ON 1 /2' CDX FIRE kF' � ~ � � � I I 3° gR 3" PLriY00D ON 3 1 /2' POLYISOCYANUR4TE INSUlATION ON 5/8" "' ^ � f ,I � ,� _ _ N � � 2� 1 1 I - � SHTG ON AfTI DECK ON Sfl FRAIAING (SCREW PLYWOOD AND Au - i ' -- � � , W24 � � . i CONSTRUCTION BELOW THIS INTO A1TL DECK}. � ,: : _ _ - � � � r � R2 COPPER ROOFlNG ON BLDG PAPER ON SELf ADHERING WA�?�'� s, �. a � = i5P 9�U - - - ua i • • � � ' - MEMBRANE ON 5,18" TIPE °X' GYP SFfTG ON MTL DECk On - !! ' � li � � ' � � I I/1" $PqC,E (M R3 SAIAE AS R1 ExCEPT WITHOUT TNE 1 /2" PLYWOOD AND 3 ' RQYISIOf1S: � - i i ;, �� QQ'v' � CLqNDINEG T.O. -IANDING. � � ' I ii R4 ADHERFDY PDMAROOFlNC ON�SLOPED CONC FILL (IAIN 6" * ` . . I ���II � � ��7 ;� Wi � ., W � �r, 6' CHANNELS � � - - - - CO��II Wu � W 1 9 � , , . � � E� L 81 0 � '— i I �` i WfTH SNOWM E LTING PtPIN G ON A(T L DECK ON ST L FRAAIING. � � I26I9� I ' ^ ' � ' . • " "' I , �� RS LOOSE WD BALLhiTED EFDM ROOFlNG ON TAPERED INSULATION � �� � �� -- - - -- - � .� � , - ` -�k e i EL = 81 '-0" W8 WS a i � 1rPE 'X" GYP BD ON tAT1 DECK ON S7L FRAGING COt15dllC[IOII 1 � -1 F � 5 � c t i o n a t � t a i r I - R6 COPPER ROOFINi, ON BLDG PAPER ON SEIf ADHEftING WAiERPR�: 1 � � - - 'k t � � ' �._:� _ . I �� v � � i W19 W8 - - - W8 - [� � i AIEMBRANE ON 5�8' CDX PLYWOOD ON STL SiUD JOIST FRAMIN�, � �+ �'J' I � 3 I/2 � /�JS � � Scale 1 /4' _ ! -0� - -� - - W � 0 =� * � - 'k i � , �= 5 � a i � 1 - 5 � cond L � v � l _ R� NOT USED. fF+ v � �' ? �:. i ' :�✓ Rg PRE-FlNISHm 1dT1 ON BLDG PAPER ON SELf ADHEPoNG WATERPF : • AIEMBRANE ON i /2" CDx FIRE RETARDENT PLYWOOD ON 3 1/2 ' 3 /� 11 W4 /� W' i POLYISOCYANURATE INSULATION ON 5/8' iYPE 'X' G1P SHEATHI� � Scale . 1 /4' = 1 '-0" i � � � � `�17 i-� � � � s 1°t � /' oY1 � � ,c \ / � � � A�� DE�Y ON ;TL RP.AIIM". (_CREW P�Y�tn�p AND AL! rnNc ��. - , II'-0° _ , _ _ « — - - C 10 ^ !! b C.l !! �s 1 I ��I �� 1/ i gF ,y . � ; � — q � �10" 6' 3'-4' � 5'-6" _ IB' 7 0 3 �` :icole t /4' = 1 ' -0" i - PAVING _ �,_8„ � Pi co�r � , �. ,. , �'I� i q �� SELF CLOSING TUBE STEEL � - - - - -- -- -- � � _ �� , �� , I �q� BY STNR MANUFACTURER � B I SN�-�4A�ELi PIPINGj ��N GkAINAi;f '�AYER uN �ELF -AGrEriNG MEMBR�?Ni � � �. 2 � SIM � W�g ry23 4•2 �'8 �,p ��', I VIATERPROOFlNG ON CONCREfE STRUC7URA1 SLAB �'� � I *__ � -_ SIM � W15 W13 i P2 CONC PAVERS ON 2� SAND BE� (WffH SNOWMELT PIPING) ON COMPP�_ : . - - - - , � �- - - � � � � i I in /5 � a ir D � ta i l ���E oF � o� � :fl ' � 4 GARAGE LEVEL � � � FIRST FLOOR W8 — _ � P3 INTERLOCKING CONf, PAYERS ON 1 ° SAND BED ON 4° REMFORCF ' Q�� ��.� G01 j �, I � � � 2 _, , W8, W24 W24 i CONCRETE SLAB (WITH SNOWIAQT PIPING) ON COAIPACTED SUBGk',; � � � � I r' li � EL = 62' -6' � I �� E� � - 74'_p' " Id� � Scole : 1 1 /2" = t ' -0' 18 � T.0 C. ' �' �I` (1�04 �R 8 � P4 4� REINF COLORED PAITERNED CONC StAB (WffH SNOWAIELT PIP�'� * \ v - ' - r - -- - - - � v , 'k - - - '� - - i - - � / IANDING `/ °' 7�- 4'-p' I COMPACTED SUBGRADE. K U , � - �,_ e � � T �n CABINET HEATER * SEG �t � 10R i ; 10R 9R * � I �, W� Oi � � = 75' � t� � W24 � P5 THINSET RANDOM PATTERN STONE PAVING ON 4" RENJF CONC SIAB �w: ' ; _ UP DN UP � UP �- - I SNOWIAELT PIPING) ON COMPACTED SUBGRADE. - 1 - -r'�- �, �y' -Z" i I I � � ,\ ' `- ' � � , '' �� �� � - � W� � W21 � , W1 �,,� � P6 �'f $�pPEO, REINF COLORED CONC SlAB (WIiH SNOWMELT PIPING) i ��� � l � iI L � � , - i � � ZR � 7" i — - - -- - -� t / I DRIVNAGE LAYER ON MEMB WP ON CONC STRUCTURAL SIAB. ���, _ W9 SIM II' ii I I I 4, I 4'- . ' J �� , P7 SAAIE AS P6 EXCEPT WITH PATtERNED. COLORED CONC TOPPING Sl.A6 `SED ARC% _ � I - - - - — --- I Q _ _ PS 2x6 REDYf00D DECKING SCREWED TO SLOPED 2x SLEEPERS �? i � � � � � � ' � ' � � - � - - - � � I I � , � Wt9 ` 3• 1 1 2' f 1 1 2° � 3, Wti W23 � , � � � J � W3 ! ON PROTECTION BOARD ON SELF ADNERING WATERPROOF IAE4F!r:- -- - -- --- 'D '" I o ; `" I�� � I I . J I �� ', o. Sn Pv,TE Sr�UCru�. ` `'� I � � / i � ' °O I � i I�' � ' °� I � -*- �' �_ P9 SOIL OVER 1 /2' DRAINA;E /PROTECTION BOPRD ON WATERI � _ : � Wti � I � I'-8' � � Wi Wt ! NEAIBRANE ON SICP__ ..��7" _ .. �-.- �- . ,_p ;-,n� ° 4'-_ � ' sr�ace � I� � # i v�" I I --- ---, I � Date•-- — 11 /26/97 �_- � ; SPACE cMM) � � \ O � I MISC -- -- �� ` I ws i � wt � i � � � i ,; � � �+ � RoucH snwN ix2 �� Project No: 19017.00 �� - ;. . �_ , � � � � Al2 ROUGH SAWN 1za � u - - - -- ----- � � � A13 ROUGH SAWN 2x2 M � W1U -.� � i 1 'i / � � �I _ � � ws s�M � ; � � _ � � w.� , � , � Drawn by: IndaCAD � � � W9 SI�1 I W9 SIM � � ; W8 WS � I i �W19 ' W8 , '+ W10 ---- - - s � , a ws siu i; � J i ws ^ � ��� Ms oucH snwN zxa f ' Checked by: BJD _ . , , .. . �: - � � - - - t - - - ' - - - - -� -- - - - - --t - - - - - -� � - Y; - - --- - - � � 'Ic '-- _ � - - \ � / I AI? 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Associates �� ��� F�ooRS � rchitects ' F1 4' REJNF CONC SLAB ON ?` ,�--V: �� `:' ' . r: �NHERE EXPOSED). P.C . -A. I .A. i � �2 THINSET CERAMIC TILE ON � ' f3 VINYL COMPQSITION TILE 'i'J ARCHITECTURE � F4 5 1 /7 (TO1AL THICKNE��. � . ',� , PLANNING � FRAMING. (SEAL wHERE E�P _ INTERIORS ' 4 . 8 -, � � b ' w f5 CARPEf ON PAD ON F4 � � ��. \ F6 THINSET CERAMIC TILE ON ! - I F7 THINSEi TRAVERTINE TILE Mamin�Otaffgiece � .. � � i W8 � W 19 , . � � � �'�� ' F8 VINYL COMPOSRION TILE _�h� � �' � va� i��I Cobrodo 81�nad West � � W79 W�� � / � � F9 THINSET T1LE ON TROWELED-�JN �IEMbkANE NA� ; R°ItUuHti�, � uh ie�: 97(X476�4433 � ,� I SLOPED GROUT FlLL (MINIMUM 1' SLCIPE) ON F4. Fax: 9?0/4?e a60B '� ' I F10 THINSET TRAVERIINE TILE (WITH HONE� SURFA( e 1 �,'�N iRpW� ', t{ � �; ' � �p; �a� � I I AIEMB WP ON SLOPED GROUT FiLL (MIN �" Si _ �� � '< F �: J � F1i THINSEi RANDOM PATTERN STONE PAVIN ' ' . . '�, I� 6'-4' � f � - ;� ' Demer C)ffice � — — + 5 BASE : i b, � w� sc I -- / �— A7. 1 Bl 6" NOIAIFUL PROFlLED WOOD BASE (�.t � i)enver, ob�adoa0242 I 4.9 W15 8.6 Te1: 303/623-3355 � B2 4' NOMINAL PROFlLED WOOD 94SE ' Fax: 303/623-2262 ^ W16 \� Wi ' � 63 6° NOMINqL PRpFlIED WOOD BA;E -- -- - � E � 84 4' NOAIINAL PROFlLfD WOOD RA i - - - - -- \ _ �--- _�+ - __ _ � I BS 1" X 4" NOMINAL r l�' �ti �i:r � , _ ---- -- - - ! -- - , ; - I � w?2 W13 � B6 5 CERAMIC 11LE RaSF �� - I 87 fi TRAVERTINr ; I I � ` MAIDS RM � - W15 ' 68 �' �UP°Es cs E ,ZC: B9 � %� � � �-'' FlREPIhCE FLUE CAP� � � � � wAU , � � _ � � - � . . � � � � � � � � � . - � � w, � � � =� W13 �- � , � _ . _ � : +u � : ,, � �i � , . '. � _ , � . _, �� w » - ���- �, � � � WZ 1 1 jZ" � EIF� uN 5/8" TiPE � a` GYF SHEATHIN6 UN 6 aTUDS WI��� \ � ��,. T.0 SHTt; � RIDGE R- 19 UNFACED &4Tf INSULAiION AND VAPOR BARRIER. � Wi 3 � \ � W8 I EL 121 -4 5/�r � W3 �" NOA1 STONE VENEER ON BUItDING PAPER ON 5/8" TYPE " x"' F ' SHTG ON 6" STUDS WfTH R- 19 UNFACED BATT INSULATION ANC . - ~ � � � k � r "� � � W4 1'X6' NOM T&G V-CROOVE CEDAR SIDING ON BUILDING PAP�F ! + � � ' �� �� W8 wAll 'N RLL - � � �� 5�8" C_4X. F.R.T. PLYWOOD ON 6" STU�c v+ / u , g � i�� 4 _, i,� - � Wt5 ��, � ? � � � � � � � WALL IN FILI VM5 INSUL AND VB_ 3/4' FIFS ON REINF CUU OR CONC �v�� � � � I � � ��, �� �' � C3 � � � li W6 I 1 �7' EI�S ON REINF CMU OR CONL µ �- _ W16 I II �, " � •� i W7 EFS ONLY (NO �NSUlATION) ON REIN� u °• n ' �-�� HOI�TING HEAM i I I W8 8' REINF CONC MASONRY UNITS (P) �VVOOIJIII"J �V V V�� �lIUUIYJ���IYJ ��l�lllll��O� � � � � '' WS � Wt9 I W9 8' CAST-IN-PIACE CONC WALL. ( 1Q' AS iNDtCATED)(P �', � - � I , W10 6' NOM STONE VENEER ON REINF CAIU WALL � : � � , ' _ ' ^ � y-� � W11 1 LAYER 5�8" TYPE "X� GYP 8D ON 6� STUDS ON VAPOP BARRIEk W1 � ' � �` s �yi ; 5/8' IYPE � iC GY° BO ON 1 /2' RESIUENT CHANNEL' +' ' -'� r ^ ;`� � �-+{ ACOUSiICA� AULl(I G)SOUND ATTENUAT�ON 8ATT5 ($EA� � �� �ti � �+ � ' 8. 6 � �; wi3 SAME AS W12 W17H STAGCERED 3 5/8' STUDS IN 5 TEa � -0" ;r.� I i W14 2 UYER OF S/8" iYPE " fP GYP BD ON 3 5/8" STUD` � + ' , � ' , / / *- �� ATfENUATNJN BATfS (SEAL BOTfOM WITM ACOUSTiCAL CAUL�iNC�) � , w15 1 U Y E R O F 5 f 8' T Y P E A �Y F B O O N S T A G G E R f D 3 5/8' S N D S !�� n � �'t'� � �� TRACK W� 3 SOUND AiiEN BATTS (SEAL BOTTUM W/ ACOUST CAUL� � � �� 'I W1fi 1 UYER 5/8" TYPE 'X CYP BD ON 2 1 /2' C-H STUDS WITH �" ' Q � ` LINER PANEL ( 1 HOUR RATING). � ;ri� I i W17 2 LAYERS OF 5/8' TYPE ' X' GYP ON 2 1 /7 C-H STUDS Wi?� ' � � � 9 � W8 w8 �� - W14 � � F4 UNER PANEL (2 HQUR R4TING). , � � � F4 p-:, � FOUHTH LFVEL � Wib 1 LAYER OF 5�8` 1YPE ' X' GYP 80 ON 7/� FURRINi, CH�ran� � � � i � I_ _ __ _ _ .: -- - - -� '� W19 1 UYER OF 5/8' TYPE ' X' GYP BD ON 1 5/8" STL �TI � . � , d) ., y � v y EL 103'-0` c � , W20 1 LAYER Of 5J8" iYPE ' X GYP 9q ON 2 1 /2" SR T� � � � 4 � � `� � - �� � W22 1 LAYER OF 5/8' TYPE ' 7C G P BD )N fi 5� STUD� � � � � 5 C1 � � � C1 W23 2 LAYERS OF 5�8' IYPE ' fr GYP BD ON 5 STL STU05 W,� � : � � , ..J � I A7 . 1 ';�, I j BATi. � I i!-1! � W24 SAME AS W22 W/ 3' SOUND BA1T (SEAI BOTTOAI WITH ACOUSi" s, � Q � ,� � CAULKING). � ` W2 WB -- --- - - - O W19 � W8 I W19 � W26 - u �T� _ F V-GROOVE CEDAR SIDING 11JER 1x� BLOCKIN� : ' � - R CNJ REINF CMU OR CONC � - - E `'1' W25 1x6 NOM T�CG. / I _-- _ _- - BUILDMG PAPE 1?P� '. � �� e :FI F—?. ' � "IN�. �p Tr_ n ��� y� � ; =�M��_ � � � ;�--h � I , :;, a � �. �; � ELEVA70R � � � � ' THIRD LEVEL CEILiN!_ iWA'Y DOORS RUN � I �- ; - - - --- - f 9� �� ' � , r, . ; � • GiWAY FROM JAMB � �8 I ` / --*, � - , �� � � _ 4n 1 � ��� -� �� IHSUUTION AND �VAPDR E3ARRIEP, -r, �,�N � � >T��n �: . � . `� � � � � � � � � C3 2 IAYERS OF 1 /2° TYPE " �" GYP Bp ON STL STUD Joi i r+ �° � j �?-ij I� R-38 BATT INSULATION AND VAPOR g4RRIER. "��� �y C4 2' R 4' ACOUSTICAL TILE CEWNG �N SUSPENSION $Y51t1.� I'""Q . 1 � � � I ' ,° I CS 5/8' TYPE ' X G1P SOFFR BD ON SUSPENSION Sl"SfF� � - ': " � W8 'o� I I C6 SAME AS C5 WITH R-30 KRAFT FACED BATT INS� �i�' ' � , � / I � � C7 SOfFff BD ON STL fRAMiVE CFOAR 80ARD5 ON � ' � �': ' \ ry--5" i C8 SAIAE 15 C7 WfTH R-30 KRAfT FACEU BATT MSUI- ' � � .-� w? y � � � C9 S�g' TYPE " X' G1P SOfF1T BQ ON 2' Z CHANNEG � s ' �� ��� � � '� 7-' � � _ SECOND LEVEL � 1 �Y POIYISOCYANURATE WSUUITION . ��_ � ^ '��-- � _ —��` C10 2 LAYERS OF 5/8" TYPE " 7� GYP BOARD ON 2 1 /7' � El. 84'-0' �� �..� �' W� iH � �. � 1P !iNE � FA� E � ! t, H�� 1� �l1RI 'ONra� cpT�.y� . �. �i � Cll 'l ' . _ " . , ��r��f� �c�d�� C����c� � c�d p�a� � � � � RooF � a, C� �; Rt ,. � �, , � �; � �� r. .� : � • � � �n� � - :iinlFY ��b �IGif � rr ' MF_�5C' � i�E ��h i . � �'� Ir iiE . Cn�;� � . � ka�N � /q ° _ � ' -g^ � .o°� PIrWOOG ON 3 1/2' POLYISOGYANUFATE IN �ULATION ON 5,i $ ' Y` � A--� -- ! SHTG ON MTL DECK ON STL FRAMING (SCREW PLYwOQD AND ALl S 8. 6 � � � ; CONSTRUCTIUN BE'�OW THIS INTO A1TL DECK). w-p ' R2 COPPER ROOFlNG ON BLDG PAPER UN SELF ADHERING WnfEkPRO;:� 7'-3" '-0' (f� MEMBRANE ON 5/8' TYPE ' IC GVP SHTG ON A1TL DfCk ` �! «'A�� �, ; - - 'K � � I � R3 SAIAE AS R1 EXCEPT Wf1H0UT THE 1 /Z' PlYW00D AND ReVI510n5: � -- g-3� - -� i� � � � POLYISOCYANURATE INSULATION. 6, � �, , ^ � ; FIRST LE'1E� � R4 ApHERED EPDA1 ROOFWG ON SLOPED CONC FlLL (MIN E -- % — -�* ,r.J� � � s� - �7 WfTH SNOWMELTING PIPING ON MR. DECK nN STl FRA��"� . �� W8 I ' � R5 LOOSE LAID BALllSTED EPDM ROOFING ON TApERED INSUL4�i0N u!� I �aRaGE � - - - �- - , iYPE °X' GYP BD ON MTL DECK ON STL FRAMING . �y. :: � � 'I � w8 � � I Hr. C�PPER ROOFlNG UN BIDG PAPER ON SELF ADHERING WAiER°R00� 1 W8 , I , i j � MEMBRANE ON 5/8� CDX PL�M'OOD UN STL S1U0 JOIST FFAAIIN6. ' ' , R7 NGT USED. Wla I o� I R8 PRE-FINISHED A(TL ON BLDG PAPER (k� SFIf ADHERING WATERPR(X)t I 4.2 I � i I MEMBRANE ON 1 /2° CDx FIRE RETAP,DENT P�rH00D ON 3 � /7' � � � i� � � PO�YIDECK ONRSTL F�RAMN�Ir�N ��N `,�'8� ri�E ;'; F Hr �THIN� � J�, ' S i ' , BELOW THIS INTO MTL DE��'h � 1[� A7 . t Ft . __ i � � ,i) � I _ _ -- - -- - cr�ncE �tvE� PAVING : —�•--� _ _- EL 64'-G P1 CONC PAVERS ON 1" SAND dEB OIv �'� REINr � JNC �1A6 ��w°: �: _ - r 1� 1 _ SNOWMELT PIPING) ON DRIJNAGE LA1'ER ON SELF-ADHERINC uE �� ' S�, _ + ,� ° WATERPROOFiNG ON CONCREfE SIRUCTURAL SlA6. ' ELEVATOR WZ � +-W�==_ = - I � .� E W9 i ;UMP BEYOND '< I Py CONC GAVERS ON 7 SAND BED (WITH SNOWMELT PIPING) LN '_ ''d� � � �: - LOBBY I � i ELEVATOR PIT SUBGRADE QF CQ( O EL 64'- 6" � � � - - -Q+ �c P3 INTERLUCKING CONC PAYERS ON t" $AND BED ON 4" REWI � � - ! 1F- 9,� � A�E H RM � E� ��-� CONCREfE SLAB (WITH SNOWbiELT PIPING) ON COMPACTED Snr - ' ;_ �P I , �� P4 4' REINF COLORFD PATTERNED CONC SLAE� (WITN SNOWMELT F �t `+ '.r' • I K T A. COAIPACIED SUBGRADE. iABINET HEATER I i i , RE: MECH � WB WP � "' * SE E� '� ', �r? 4 W24 i � � P5 NOWMELTR�PPING)F NFCOMPACTEDPSUBGRADE.4' REINF CONC SIAB h ' -' I W21 I I P6 4` t SLOPED, REINF COLORED CONC SLAB (WITH SNOWMELT PtPINGI ' � ' lj � � ' I DRAINAGE LAYER ON AIEMB WP ON CONC STRUCTURAL SLAB. � � ��,�',.' ! P7 SAME AS P6 EXCEP7 WITH PAiTERNED, COLOREG CONC TOPPING Sl.�i �EQ A �C�j� I ' �e� W � � I W$ � ��lc V C°_.I�OO l! �1����00 � P8 2x6 REDWOOD DECKING SCREWED TO SLOPED 2X SLiEPERS 0 15" - � _ - j' I i � ON PRCTECTION BOAR� ON SELf ADHERING WATERPRC10f MEMBRANE , --_ --_- ! W?4 - _ W24I i � �`` � STL PLATE STRUCTURE. ICE --- � --� � ' = P9 SOIL OVER t /2' DRAINAGE/PROT ' _ Scale : 1 4 1 '-0" , Wg I IAEA18RANE ON SIOPED � ONf � . ' - r Date: NOV 7, 1997 � � - - - - � : WZ4 � ICE IAACHINE � MIS�� ' � BY OTHERS ��J Mi ROUGH SAWN lx2 TR�k Project No: 19017.00 � �� _ � -1= � - - � - � F � -_ _ -- - --- � M2 ROUGFI yiWN Ix{ TRI�� / STORAGE ELEVATOR � WATER ►�3 ROUGN S1WN 2x2 TRiu y. - — `�' � Wzt � EL 64'-6' EQPT ENTRY DraWn b InC�d�D M4 ROUGH SAWN 2x4 i F'!M = El 63'- 1 EL 63'- 3' A15 ROUGN SAWN 2x6 TRIM Ch�CkC� b : °= MOP SINK M6 ROUGH SAWN 2x8 TRIAa Cd y ! w2� w2 � - - - - - - — A17 ROUGH SAWN 2z10 TF', '.� _ I wa w� Ma RoucH snwr+ 2r� 2 �� �a Sheet 2 Of 2 W23 M9 PRE-FlNISHED AIEfA� �, ' , N h" �-� i �' .. ` _ t : � ` � M10 COPPER FLASHING (SHAf't AS pETAILEC' 1 - IA11 CIEFT SANDSTONE CAP, � � W23 - W23 W2 ; M12 ROWER BOX. �� I M13 HEAV'r' TIAIBER TFIN (SIZF ?Nt! )HAPE � �� 'v, '. , � • � � ����gQ ����� ��D�pgQ� p��� M14 BRUSHED BRUNZ � M15 POL(SHED BRONZ'_ °-� �j Mt6 FUSULATED GLA� "� i : N) ' C COPYRIGHT � � -a - .� ._ . • " . , ' . , . . .. . . - F _ - _ " . - '� � . w 1c � l .. . _ . C u SM" . . �--�-. , _ . � . . _ . . . _ -- r. ��� F -•-lii �: �_1_�. =1 's__ -� 'rY-5����=w.�•� -�--��+�i��Sr°�°- �� Pierce, � 00 00 p �C�t C�dNJ�C� �00 00 p �C��C�dM�C� Segerberg & , Associates _ �E HARDWARE o�rn��s Arch itects DOOR FRAME HARDWARE DETNLS DOOR N0. - - -- ---- -- - --- - - - - -- - REMARKS N0. N0. - - - --- - -- - - -- - - - - - - RE�IARKS N0. P.C:A. I .A. i WiDTH HEIGHT THICK IMTL FlN ; RATING ELEY MATL I FlN GROUP HFAD JA1IB SILL WIDTH HEIGHT THICK ' AIATL � FlN RAi1NG EIEV MATL FlN GROUP HEAD JAMB SILL - - -- -- - - - - - - --- -- ARCHITECTURE LtVEL 4 LEVEL 4 GARAGE LEVEL GARAGE LEVEL PUNNING _ _ INTERiORS 401 3'-0" 6'-8' ' 1 3/4� Wp PT ' 1 Nr A 6fTL PT ' 4 4.3 42 4.4 ME(AL CASING BOTH SIDES 401 G01 3'-0' 6'-8' 1 3/4' ' HM ' PT 1 1/2 Hr A H�1 PT 1 4. 13 4. 12 4. 15 C01 , -- - - -. . ..-- - - +---- - - - � - -. -- - _ _ _ . 402 3'-0" ' 6'-8" 1 3/4" Wp PT 2p IAIN A 1fTL Fi �8 4.5 4.5 - METAL GSING BOTN SIDES 402 G02 3'-0" 7'-0" il 3/4" WD 5T 20 MIN C WD ST 2 4.1 4. i G02 - -- - - -- - - --- - - - - - - - - - _ - - _ - - - -- -- - -- - - - ---- - - - - -- -- - - - -- -- - - - 403 4'-0" 7'-3� 1 3/4' MTL PT 20 AIIN A ' HM PT ' 7 4. 10 4.8/4.9 - WOH DOOR IN�9VAilON SWINGING SMOKE DOOR N1RH MAGNEfIC HOLD OPENS 403 G03 3'-0� 6'-8' ' 1 3/4" HM PT 20 mio A HIA PT 3 4.11 411 f>03 ^�'a'" �'� . . . - . . - - --- .; .- - - , - . . - - ----- -_ _.-. . _ . . . _ T-- - . - -- - - - - . . - - _ - . - _ - . _ . _ . . __ _ . . t0005outhFronhgeRodWeu 404 4'-0' 7'-3' ; 1 3/4' MTL PT 20 AIIN A • HA1 F? t 7 4. 10 4.8/4.9 - 404 G04 J'-0' 6'-8� ' 1 3/4' ; HM PT NR A HM ! PT 5 4J 1 4 11 �pq vail, Col«ado 81657 � WON R INNOVATION SWINGING SMOKE DOOR WITH MAGNETIC HOID OFENS _ _ __ I rel: 97cV4�6-4s33 405 3'-0" 6'-8' i 1 3/4' WD ; ST NR H W� ST - - - ..9 -- - 4,6 4.6 - -- - 405 G05 3'-0' _ 6'-8' ! 1 3/4' I H4 PT 20 MIN A HM PT 4 4. 11 4. 11 ----- �;05 rax: 9�W47fra6oe 406 3'-0" 6'-8" � 1 3/4' WD ST 20 AIIN H WD ST ! __ 30 4 1 4 1 406 G06 3'-0' 6'-8' ! 1 3/4" ; HM I PT 20 AIIN A HA1 PT 4 4. 11 4.11 GO6 � - --- -- --- - - -- - - _ - - - - -- - - - - -- -- - - - - - - --- - -- - - - - - - 4t17 3'-p" g'-g' ' 1 3/4' WD ST 20 MIN H W� ST 30 4. 1 4. 1 - 407 G07 3'-p' 6'-8' 1 3/4" j HA1 PT NR A HM PT 5 4 11 4. 11 G07 ; . -- . . - - - - � - - - - -- - � DenHer 01fice 408 3'-0� 6'-8' � 1 3/4' Wp ST 20 IAIN ( H WD ST 30 4. 1 41 - 408 G08 3'-0� 6'-8' 1 3/4' , HA1 T n A PT J 411 411 G08 t617Wuee5t - - i - - - - - - -- -- - - -- - -- - - - --- -- - -- - - -- - - -- - - - - - -- - -- . - - - - - - - - - - -- - - - - - - - - - - - - - - - - - -- - - SuiteC2 4C9 3'-0� 6'-8" 1 3/4� WD ST 20 MIN H WD ST 30 4. 1 a. 1 - 409 G09 3'-0' 6'-8' 1 3/4' HA1 PT t Hr A H�A FT 1 � 4. 13 4. 12 4. iS C,09 Denver, Colwadoeo20� . . �. . . . - . _ . _ . . . _ . . Te1: 303l623-3355 410 3'-0" 6'-8� � 1 3/4' WD 5T 20 MIN H AfTL PT 28 4.5 4.5 - 410 G10 3'-0' 6'-8' 1 3/4" HM PT t 1 � 2 Hr A HA1 PT 6 1 ,�, 12 4. 15 G10 Fax: 303/623-2262 ! - -- -- -- -- -- - -- - - --- -- -- - -- ----- - - -- - - - - - - - ---- - - - - - - - - - - -- - - -- - -- - --- - - - - -- - - - - - - -- 41 i 3'-0 6'-8'�� WD ST ,1 t/2 HR ( A AITL PT 14 4 3 SIM 42 SIM 4 4 W000 CASING ON CORRIdOR SICE 411 G i l PR 3'-0' 6'-8' 1 3/4" ' HM PT 1 1 /2 Hr B HM PT 4. 13 4 12 4 15 G I t ' - , - ' - _ -- -- - _ .. _ _ �_ ,. . _ . _ -� - _ _ . _ _ _ - - - 412 3'-0" 6'-8' 1 3/4' WD ST 20 MIN H WD ST 30 4J 4. 1 a ' 2 G12 3'-0" 6'-8' 1 3/4' � HM • ' PT NR A HY � P1 10 t l4 4. 14 4. 15 INSUlATEO DOOR G12 - -- --- - - - - - - - - - - --- - - -- -- - - - - - - -- - - --- - - - - - a13 3 -0' 6'-8 , 1 3/4' WD ST 20 MIN H WD ST 30 4. 1 4. 1 4� 3 G13 3' 0 6 8 1 3/4' ' HM • � PT NR A HM PT 10 a 14 4. 14 4 15 INSUTATEG DOOR G13 � � ^ ' 4 3'-0" 6'-B" � 1 3/4° WD ST 20 MIN H WD ST 3p 4 t 4_ 1 - 414 G14 16'-0" 7'-6' 2' ' AITL � PT NR F MFR � CI 6 1 25 124 - INSUUITED SECTIONAL OVERHFAD DOGR G14 . -� - - - __ _ __�_ . - �-- ; - - � . - - - - - - -- --- - - - - --- - - - - -- - ---- -- a15 3'-0" 6�-8� 1 3/4' WD ST 20 MIN H WD ST 30 4 1 4. 1 4, 6 G16 3�0� 6'-8' i 123/4 : �HA1 D p pT T 1NHr A H11 pT 3 � 2� INSUTATEG SECTIONAL OVERHEAD DOOR WfTH WOOD SIDING ON E)fTERIOR FACE � 15 ' -- - -- - -- - - ! a16 3' -Q" 6'-8' ' 1 3/4 Wp ST 20 AdIN �H WD ST 30 41 4. 1 - 4 ' _ 11 4. 13 4. 12 4. 15 - - - G � 6 / -- - - - -- - ---- - - -- ---- - / . -- - --- --- -- - - - - - - - - -- -- - - � -- --- - - - - - 4? 7 HA1 PT 1 Hr A HM ?T it 4.13 4. 12 4. 15 G17 K i � - - - - _ / - - 3'-0' 6'-8' 1 3 4' WD ST 20 AIIN H WD ST 30 4 1 a. 1 4 � 7 G17 3'-0' 6'-8' 1 3 4' 418 3'-0' 6'-8" 1 3 4° Wp ST 20 AIIN H WD ST 30 41 4. 1 - 4i8 G18 PR 3'-0' 4'-8' 1 3 4' HM PT NR B HM ai 4. 11 4. 11 4. 15 SIIA ; 18 ; . - - - G19 PR 3'-0' 4'-8' ' 1 3 4 � - - -- - - - - - - - - - - - - - - - - - - - - - -- -- - --- I:' --- - - - - - / ' ; HM PT NR B HM Pi ? 4.11 4. 11 4. 15 SIM G19 : _ _ _ _ _ _ . _ _ . _ - - - - . �- -- - - -- - - - - - - - -- - -- -- -- - - - -- _. . . - - - - -- - --- - -- - - - - - - -- - - -- - - - -- --- - - - - - - - - - - -- - - - - - - -- -- - -- -- - - - - - -- - - - - ---- - -- -- -- - - - - - - - - -- - _ --- - - - - - - - - - - -- -- LEVEL i I..EVEL 1 Doo� C���M����r�� -- -- -- - - - �r 101 7'-7 3/8'm 7'-p' - ' 8RZ ' NR - BRZ ' 9 4.23/4.24 4.26 4.23 REVOLVINC DOOR - RE: SPECIFlCATION fOR FlNISHES 101 I; 102 3' -0° )'-0' ! 1 3/4' N'D/GL � ST NR D WD ST ' ? 4. 19 4.20/4.21 4.22 NO DOOR OPENER THIS DOOR; INSULA�ED GUSS 102 � WOOD 103 3'-0� _ 7'-0' �' 1 3/4' WD/GL ' Si NR D WD '• 3 4. 19 4.2 /4 21 4.22 HANDIGAPPED A�CE$$18LE DOOR OPENER WITH PUSH PAL ACIIVAT�k: IM1SJUiF_D G1A55 103 �,L SIDING _ __ AS� g13 104 3'-0" 6'-8� i1 3/4' Wp + ST 1 Hr A HM . PT/ST 14 43 ,im 4.2 a.4 s�m _ 104 � � k I I -- -- , -- I � I 105 3'-0� 6'-8� ' 1 3/4' HA1 ' � PT NR A H1d PT ' S 4. 16 4. 11 4. 15 iIM INSUTATED DOOR 105 � I - I - -- - - -- �' 1 3/4` � N'p � PT NR A ARL ' PT/+ -' 6 4.5 4.5 - METAL CASINC FOR INSIDE CLOSEf ONLY l0E - - � t06 3'-D' 6'-8� -- -- - - - - -- - - -- �� I � ` � I � -- - -- - - - ---- _ _ 107 3'-0' 6'-8' ! 1 3/4� . WD ; PT NR A MiL PT/' ' b 4.5 4.5 - UEfAL CASING FOR INStDE CIOSET ONIi - - - - - - - - -- - -- 10' � 1��1 I 108 4'-0' 7'-3� 1 3/4' ; HM � PT 20 m�n A HA1 PT _ 17 4.10 4.8/4.9 _ WON DOOR INNOVATION SWINGING SUOKt DOOR WITH AIAGNETIC HOLD OPENS � C�B r i 109 4'-0° 7'-3' 1 3/ H4" 1A ^ PT 2G min A HM PT ' ? 4.1U 4.8/4.9 WON DOOR INNOVATION SWINGING SMOKE DOOR WITH NAGNEfIC HOLD OP�!JS iU9 O _ � � R (^ n C � �,� t10 3'-0' 6'-8' ; 1 3/4' ' WD I� ST NR D WD ST ' 8 4. 1 4J 1 � G Q - -- - - - - - - - - - - - - - -- - - - - --- - -- - - !� 111 PR 3'-G' 6'-8' 1 3/4" � WD/GL ST NR E WD Si ?9 4J 4. 1 it ? � � Q i �:� 112 3'-0' 6'-8' 1 3/4" ; Wp � ST NR C Wp ST ZO 4.6 4.6 112 , �/ � , it4 3'-0' 6'-6�' 1 3/4' � WD ` ST 20� min C - W�- - ST - - - - - - i0 - 4.6 4.6 - - -- --- - _ _ _ . - . - - _ - - - -- -- - -- - - 14 IO I I ' � � � � a ; I15 3'-0" 6'-8' 1 3 4 WD ST t Hr H A(Tl. 4.5 WOUD GASING BOTH SIDtS 11 .� ; ��br��do��oo�� - � � � � �,sT � , 45 � o ` 116 3'-0" 6'-6' 1 3/4' Wp ST NR C WD , ST ib 4.6 4.6 . - - -- - -- - - - - - - - 116 � , ` i , 117 3'-0" 6'-8' � 1 3/4' : WD � Sf NR C WD ST - -- - - - 22 4.6 4.6 - - ----- � 17 v BRZ - BRONZE , , t � J 4 118 3'-0' 6'-8' 1 3/4' WD � ST NR C WD ST 22 4.6 4.6 � � � I � -iA1 - W DED NOLLOW NETAL H 120 3'-0' 8'-0' 1 3/4" : WD � ST NR C -�-- PT - - - - - -- �4 4.8 4. 16 - - - - - --- - - - - --- ---- - -- -- - - - --- - --- - - - - � ' � i � I � II � HR - HOUR 12t 3'-0' 6"-8' I 1 3/4' � WD ST 20 min - - H - -W� cr- - - - - --- - - 30 4. 1 - 4 - -- -- - -- -- - -- -- - -- - - -- - - - ` r ^ II > �/ / ` _ ST 20 min N WD ST }0 4. 1 4. 1 . 1 :� � t 23 3'-0' 6'-8' 1 3/4' ; WD - -- - - - -- - - � � 122_ 3'-0' 6'-8' � 1 3 4" I WD - - - - - - - - - - MfR W�NUFACTURER'S STANDARC - - - - - - - � / � 20 min N riD ST 25 4. 1 >im 4. 1 s�m 1 � `: t MIN - MINUTE 124 3' -0' 6'-8" 1 3/4" ; HI� • PT NR A HA1 PT 27 4. 14 �IM 4. 14 SIM INSULATED DOOR i ;4 � -- - --- -- - _ - _ - ----- -- - - - - - -- - -- - - -- ----- - F: �(TL - KNOCK DOWN NOLLOW METAL 125 3 -0' 6'- ' 1 3/4" ' HM • PT HM P? � 5 4.28 4. 16 SIM INSUTATE" � 25 k NR - NON-RATED 126 3' -Q - - - 6� 5 13/4" WD ST NR C WD ST _ 18 4. 1 - 4 ' - - - - -- - -- - - - -- - -- --- -- - ! <6 � . , 127 2'-8' 6'-8' 1 3/4" WD � ST NR C WD ST 26 4. 7 4. 1 POC:KET �pOR - PRONDE 1 1 /a" X 3/4' °STOP" ON BAR SIDE AT LATCh JAA18 12� � PR - PNR r __ _ _ - -- . _- - _ _ _ - . . _ __ j PT - PrurtrEO LEVEL 2 - - - - - - - - - - - LEVEL 2 i ' ST - STNNFD - - - - -- -- -- - --- - -- - - - -- - - ---- - -- ---- �, 201 J'-0' 6'-B" 1 3/4" Wp PT 1 NR A A(TL ' PT ' 4 4.3 4.2 4.4 SIM METAL CASING BOTH SIDES 201 ;' ��-' ,ti'�' � 202 3'-0' 6'-8' 1 3/4" ; IMp PT 2C MIN A MA PT 28 4.5 4.5 ^<02 ' � k �03 4'-0� 7'-3" i 1 3/4' . A(i� PT 20 MIN A * HM � Pr T � 17 4.1C 4.8/4.9 WON p00R INNOVATION SWINGINC SAIOKE DOOR WfTH NAGNETIC HOLD OPENS 203 � �� _04 4'-0" 7'-3' : 1 3/4' j MTL � PT 20 MIN _ A ' HM � PT 77 4. ID 4.8/4,9 _ _ _ WON DOOR INNOVATION Sl1'INGING SYOKE DOOR 1kITH NAGNETIC HOID OPENS 204 � + �------ --- 05 3'-0' 6'-8" ! 1 3/4' Wp ST NR H WD ST ?9 4.6 4.6 205 ; , . ; . '06 3'-0° 6'-8' 1 3/4' WD ST 2G MIN H WD ST z0 4.1 4 t 206 i - - - --- - -- - - --- - - - - - - - -- -- -- - - - - ` '07 3'-0' 6'-8' 1 3/4� ', WD ! ST 2C MIN H IYD ST 30 4. 1 4. 1 2i,7 , � , , o _OS 3'-0' 6'-8" � 1 3/4' WD Sf 20 ANN H WD ST 30 4. 1 4 i �08 i f00 �� - ' a--- - - -- - - --- - -- - -- - - - - - - - -- -- -- - - - - --- - - - - - - - - - �r' 2D9 3'-0" 6'-8' 1 3/4" . Wp ST 20 IAIN ( H WD ST 30 4. 1 4. ' 209 f. 210 3'-0' 6'-8' 1 3�4� ' WD ST 2� MIN H WD ST 30 4. 1 4. 1 2 ? 0 ' � details are reference^ r•cM r�e Au,tn„ Fnus n= a�� Bo-�t ot the somz d .�r= - -- --- - - - - - - - - - - - - - -- - - - - -- - - � t 1 3' -0' 6'-8" 1 3/4' � WD � 20 MIN H WD ST 30 4.1 4 1 2 t 1 - - . - 12 3'-0° 6'-R" 1 3/4' � WD � ST 1 1 /2 Hr A A(TL PT 14 4 3 SIA1 4.2 SIM 4.4 2 i 2 - --- i ' -- --- - - -- - - - - - - - - j 13 3'-0" 6'-8' 1 3/4" ' WD � 2C MIN � H � WD ^ ST 30 4J 4. ' � ; j {t@VISIO�S: i I4 3'-0" 6'-8' 1 3/4" Wp ' ST 20 MIN H ) WD ST 30 4.1 4. t 214 CorelShell � � /��� � _ � s a'-o' a'-e' � 3/aT w� I ST 20 MIN H wo sr �o a. � a. i - --- - - - -- - - - - - - - - -- ? � s CorelShell 11 /2W97 I� , ? 16 3'-0" 6'-8" t 3 4' � WD �, _ / ST 20 MIN �H WD ST 30 4. 1 4 1 --- - - -- - - - -- - - -- - -- -- - --- - --- - - - ' ' o CO�IStfUCKIOfl � - ! � 3'-0" 6'-A' 1 3/4' : NfD � ST 20 AIIN (�H ; WD ST 30 4. 1 4. 1 � ^ � 7 �RLEflOfS ��8 f 18 3'-0" 6'-8" � 1 3/4' i Wp � ST 20 MIN ( H N+D ' ST 30 4. 1 4. 1 Z '. 8 P3C�8 ' - ! -- -- - - - - - - - - - - - - -- - �� i9 3'-0' 6'-S� � 3/4' WD ST 2C NIN ��-H-� WD ST � 30- - - 4. 1 4. 1 -- - -- - 2t9 � :20 3'-0" 6'-8' i 1 3/<� � �MD ST 20 �11N N ) WD . ST 30 4. 1 4 1 ��G AS� #1 7 2/23/98 - - - - - � - - - ---- - - - - ---- - - - --- - - - _ _ _ -- - � Z21 3'-0" 6'-B' 1 3/4" � Wp ST 2C MIN H WD ' ST 30 4.1 4J ; • 221 � - - - -- -- - - -- - - - - --- - -- -- - - -- - - - - ----- - -- - - - 1 ��VEL 3 LEVEL3 - ---- - -- - - -- - - - - - - - tr�t 3'-0� 6'-8' � 3/4' � Wp Pi 1 HR A AITL PT 14 4.3 4.4 - METAL Cp�ING ON BGTH SlDE� )Ot - -- -- - - - - - I j03 4'-0' 7'-3' 1 3`4' MR � Pf 20 YIN A - M ^ � -- - - - - 17 4.p 4.8 4.9 - - - WON DOOR INNOVATION SWINGING SMOKE DCOR WITH MAGNEfIC HOLD OPENS SOi P�� J f1 ` • � -- - - � 3 4 ° -- - - - � � � � �� - - / � � ,�� _ � - --- --- - � - -+-- ---I- -- - - -_ _ . _ - - - - ---- ---. _ _ - - - - _. _ - - - `"� j04 4'-0' 7'-3' � 1 3/4' I 61TL � PT 2G MIN A ' HM PT 17 4.10 4.8/4.9 WON DOOR INNOVATION SWiN;ING SMOKE DOOR WfTH MA,NEfK HOLD OPENS �4 KURT A. r l 305 3'-0' 6'-8' � 1 3/4" � WD ST NR H WD � ST 29 4.6 4.6 - --- - - - - - - - - - - -- - 305 * SE R `A - - - _. . . - - �- - - . _ _ _ '�06 3'-0' 6'-8' 1 3�4" j WD � ST 20 MIN � H WD ST 30 4. 1 4. 1 � 306 � -- - - - - - ---- - - - - - - - -- - - ' � ' 307 3'-0' 6'-8'� 1 3/4 WD Sf 20 AIIN H WD � ST 30 4. 1 4J 3G7 ' l/ ' `<, ;� I ' , i08 3'-0' 6'-8' '; 1 3�4• � - - - --- - - - - - - - �-- - - ---. . _ _ __ -- - - -- - -- - _ _ _ �. �- - � WD �--ST -2-0 MIN H WD ! ST 30 a. 1 4. i 308 ✓ C j� ' � � , ';09 3' -0" . .. � -8�.- . 1 3/4' WD � -' ST _ _ __20 MI N WO - ' �- 30 4. 1 4 1 - - -- -- - -- - - - - - - -- - -- - -- - - - - ---- 309 £� �lR 1 `� ` � 10 3'-0' 6'-8' i 1 3/4� � WD r ST 20 AIIN H WD ' $T 30 4. 1 4. 1 310 -_- - _- - � ' I 1 3'-0' 6'-8' t 3/4'� - WD- -~ ST 20 MIN H _Wp- y ST 30 _ _ 4. 1 _4. 1 _ _ _' - - - - 3t 1 DdtE: N�V 2��2�97 I � , Wp � ST 1 1 /2 HP, A LITL i PT 14 4.3 SIM 4.2 SIM 4.4 � 12 --- - --- � ¢ ' i2 _ 1 0" - - 6._8. it 3/ � p -- -- - -- -- -- ----- - - - - - -- --- -- - --- - - - -- - - - - - - - -- - -- ----- ------ - � `' S 13 3 -0' 6'-B' � 1 3/4" WD ST 20 1AIN H WD ST 30 4. 1 4J 3 � 3 Project No: 19017.�� - - � � - - - - . . . . __._ . 4 , 314 3'-0' 6'-8' 1 3/4' ' Wp � $T 20 YIN H WD ST 30 4. 1 4. 1 3i4 - _ - _ - _ - - _ � �- � t5 3'-0' 6'-8' 1 3/4� j yrp � S�T 2p MW - N WD , ST . _ _ _ _ _ 30 4. 1 4J � - - - -- -- - - - - - - - - - - -- - -- -- - - 315 - - - - _ G�D , - -- --- . - -�-- - {-- -- - Drawn by� Inda - - - - :• `" ' � 6 3'-0" 6'-8' I 1 3/4� � WD ST 20 MIN H wD ST 30 4. t 4J � 316 - -- - r� Jt8 - 3._O� - 6._�� : �-3�4� � --- ST 0 YN H yyp -- � � - - - - - �- 4. 1 � - - 4. 1 _ - -- - -- - - - - - - -- --- - - - - - - -- 318 ChCCkE'dbY: BJD I . : . _ __ _ . . _ _ _ . _ _ � -�", % ' 9 3'-0° 6'-8' ' 1 3/4"l WD ST 20 MIN H WD 5T 30 4. 1 4. 1 - - - ---- - 3 � 9 Sheft -- 1 �f -- 2 ! . , ' 20 3'-0' 6'-E' 1 3/4' ; WD �_ ST 20 qIN H WD ST 30 4. 1 4. 1 ----- - ?20 i. y _ . . . __ ____ _ _ _ _ __ _ _ . _ . _ _ _ ___ � '" _'�21 3'-0' 6'-8' 1 3/4'� Wp j ST 20 MIN - H - WD � $T 30 4. 1 4. 1 j21 � . , 722 3'-0' 6'-B' j 1 3/4' � WD � $T 20 IAIN H WD I ST 30 4 1 4. 1 32_ ., _ , _ _ __ __ _ _ _ ___ _ __ _ __ _ _ _ __ _ ___ _ _ _ _ A8 0 � � � . �. . _ - - -- -- - --_- T - - - - - _ - -- -- --- --_-- - - - - - - - -- - -- -- - - - - : � : � N I�' - " C COPYRIGHT � � ' -- - - - - _ - --- - - _ -- - -- - - -- - - -- - - - - - - - - - - - - - --- -- _ - - - -- ----- - -- - -- - - -_ - -- - - - - - - - - -- - - --- - - _ _- -- - _ _ _ _ _ - - - - - - � ,, r � i - - -- - -- _ ---- - - _ - __ - - - - --- - - - - - - - - - - - ' �o�c�o� C��c��a�oo�� - - w o�o o � ����c����� Pierce, Se erber & SIZE i RAMt HEAD DtTAILS � g N0. 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Tf � `S£� ARC�\� , ,-, ! '' U:.�'-r d,. -. A'�, � � '-� r . �AE:r .;:; � - - - - -- - - - - - --' 1 J� , i . � . . � � : r . . i r ' v+ SCHED , , . -- - - ----- - - - - - - — -- --- -- -- - - ----- � � uU 50610 5'-0' 6'- 10' 6'- 10" - - OUTSWING FRENCH (NAR�WliRE GROUP 3? �9 UU- 1 + UU-5; HARDWARE GROUP 33 0 ALL OTHERS) UU Date: 11 /26/97 ' �LE iS DE?a1LEu AROUND e"AGLE wINDOw CGAIPANY; � � _� _ w00D WINDOWS AND DOORS. BIDDING IS GPEN TO ALL j -- _ _- -- -- -- _ - - --_ - - - - - - ' _ ; .,`p ARE�FROU D IN THEEEQUSfftIFa OF THEI�AUS RIATMHAUS DETAILT _- - - - - - -- - - - - ---- - -- - - - -- - - - - - - ---- -- - w i �- - --- --- � ' ', Pro�ect No: 19017.00 i' ` �' i '---- �- � OF iHE SAIAE DATE AS THE SCNEDULE. iNDMDUA� DEfNLS - -- - - - - --- -- - - --- - -- - - - I - -- -- U �BE WHERE THE DE�NL IS IOCATED. ww E506 ! 0 S'-0" 6' - 10' 6 - 1p° - - SuDING Pp.T�C DOORS rVw � � ' Drawn by: IndaCAD I XX E60610 6�-0� 6�- 10� ' 6� - 10' -- - - - -- - -- - SLIDING PATIO DOORS -- -- - - - - - - - � � h ked by: -- - BJD li - �. .� :. ��GW SIZES PND MOUNTING HEIGHTS IN THE SCNF�ULE ARE 7ASED � � i _ _ I � � , ±CTUAL UNIT SIZES- � � � . - � �R TO BUfLDING ELEVAiIONS (SHEETS A40 k A4. 1 ) FOR VENTING i - - - - -- -- -- - - -- - I -- - -- - - _ ��aNGEMENTS OF INDMDUAI WINOOWS. 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Y �- I � I I 1 I I I � � • DemEr Uhice 1 k� I 7 Watee >I Surte Q �I � 4.t✓ � � � 1 .�,J" � � ', Uemer, Colorado 60:01 . � � i i � �, � i � Te1: 3U3(623-3355 II I I ' I I I I II , fa�c: 303/623-226? 1 1 I 1 I I I I - � I I I I I I I� ' i j I ��I I I I I I I I I I �' I I � 1 ; � - 1 I I � I I I � ' '. . - .@OOF E::CsE i . BELOW � - - - � - - - - - - - - - - - � ( A )-- - - - - - - - - - --I - - - - - -�- �- - - - - - - - --I-- - - - - - - - - - - - �- - - - - - --- - - - - - - - - - - - � - - - - - - - - - - - --I - - - - - � - -- - - - - r- - - - - - - - -, �. - ._ � � � � � ' � � � ' ' - - � � '� - - - - - - - - - -� � , - - �, I � , �-- �, I �- - �, � � . , � - - % � z ;� i � � _ � - - - - - - -�- - - - � - 1-- - - - - - - =� - - - � � � � � � � � , - -�� � � ' � , _ _ ; , _ ; ( - s � . � � � � - ��..-_ � ������� � I _� _ � ��� � .. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ,� E` — r i — ,— - - = �— �G-;- - - - �- - - , - --- - - �I � -� GENERAL NOTES Pierce, � FOOTINCz SG�-+ EDULE f � Segerberg & 1 . LivE �OADS USED IN DESiGN� � /�rt �/ � � � � � � S � I�f � DU � � Associates 1YPE SIZE REINFORGEMENT A . ROOF GREATER TMAN 3: 12 SLOPE ) 80 PSF G . TME TERNtNOI.OGY 'CONTINUOUS ' MEANS WANTITY . PROVIDE T}iE NECESSARY JOINT + ROOF �LESS THAN OR EWAL TO 3: 12 SIOPE ) 100 PSF DETAILS TO ALLOW FOR BUiLDING MOVEAIENTS . COORDINATE LOCATIONS WITH O 3'-O" X 3'-O" X I '-O" (3)-x5 EAGH NIAY A�C Ile� ARCHITECTURAL CONTROL AND EXPANSION JOINTS . A B . TYPICAL FLOOR (RESIDENTiAL ) 100 PSF O 4'-O" X 4'-O" x I '-2 ' C4)-x5 EAGH WAY I V2 " VARIES I I/2 " H . PROVIDE ANCHORS FOR BEAMS BEARING ON MASONRY WiERE ANCMOR BOLTS ARE NOT T1' PE COLUI"iN TYPE BASE PLATE SIZE GONNEGTORS I -'_ '-'- �� �-^� ' � � C . PUBLIC SPACE AND RETqIL 100 PSF SPECiFiED . SEE PRCHiTECTURnL AND MECHANICAI DRAWINGS FOR NAiLER HOlES , OO 5'-0" X 5'-O" x I '-3" (4)-xb EAGH WAY Tl' PE A - D �5F---� \ SPEC I AL DET� i LS MJD M i SCELLANEOUS STEEL . � I I � ARCHITECTURE 100 PSF O b '-O" X b '-O' X I '-b' (b)-Kb EAGH WAY _ _ I PLANNING D . COMdON CORRIDORS A TS 4X4, TS 5X5 I ` X 10" X 10° (4)-3/4" X I '-6" BOL75 INTERIORS I . PROVIDE TEAPORPRY BRACING AND PRECAUTIONS NECESSnRY TO WITHSTAND ALL O �'-O" X 't'-O" X I '-9 " (b)-xl EAGH WAY yNj CONSTRUCTION AND /OR WIND LOADS UNT1 � ALL FIE�D CONNECTIONS ARE COAPlE7ED TUBE STEEL ❑ E . WIND MID SHEAR WALLS OR DEqCS AF2E IN PL�CE . P 'i'-6" X � '-6" X 2 '-O" ("1J-K7 EAGH WAY GpL�� � � 1 . BASIC WIND SPEED 80 APH Q � 2 . ExPOSURE B B TS bXb, T5 lXl I I/2' X I '-0 X I '-0" (4)-3/4 " X I '$" BOLTS 8 . NETAL DECK: O 8'-0" X b'-O' X 2'-O" (67-+�6 EAGH WAY RE: PLAN _ 1 �� �e F . EN27r10UacE ZONE I t000 South fro��e Road West I A . DECK SHnLL BE Gn� VnNiZED OR SHOP - PnINTED STEE� , SHALL BE OF THE TYPE CALLED O 8'-6" X 8'-6 " X �'-2" C6)-x8 EAGH WAY G N/A N/A N/A ry Va11, Colorado81657 i G . LIVE LOADS ARE REDUCED PER COOE IF nPPLICPBLE . FOR ON THE FRAMING PLANS MID SHALL BE CpJTINU0U5 NHERE POSSIBLE . _ Te1: 97Q�4?64433 i O 9 '-0•' x 9 '_O" x 2'-3" ("1)-�8 EAGH VYP.Y Fax: 970V476�4608 p TESTING: B . OECKING SHALL BE INSTALLED AND ALL OPENINGS IN DECK CUT ANO REINFORCEO IN ACCORDANCE WITH MANUFACTURER 'S STANDARD DETAll.S AND SPECIFICATIONS EXCEPT O 10 '-0" X 10'-O" x 2 '-5" !9)-x8 EAGH WAY I I/2 " VARtES I I/2" � CIXVTRACTOR SHALL FURNISH OR PROVIDE COORDINATION FOR TESTING AS REW iRED AS OTHERWISE NOTED OR SPECIFIED . D N/A N/A N/A • O II '-D" X II '-D" X 2'-8" (IU-x8 EAGH INAY T �'PE E E F � ry BY THE PROJECT SPECIFICATIONS . THE TESTING PROGRAM SHAL� BE COOROIN �TED WITH C . NfLDING REW iREMENTS SHAIL BE AS POLLON5 UNLESS OTHERWISE SHONN ON THE PROJECT OMNER , PIiCHITECT AND STRUC7URAL ENGINEER . O 12 '-O" X I � '-O" X 2 '-10' (10I-�1 EAGH WAY - I �� �e DRawiNGS . E WIO I V2" X I '-4" x I '-4° (4)-3/4 " X I '-b" BOLTS - - - W t61 ��azee5t. 8 . IN THE ABSENCE OF OTHER REQUIREMENTS , THE CONTRACTOR SHALI FURNISH 1 . ATTACH ROOF DECK TO SUPPORT BEAMS , STEEL JOISTS OR PLATES WITH 5 /B ' penv�r Colo�adO6p202 INDEPENDENT TEST � NG OF SO � L CONPACTION , CAST - IN - PLACE CONCRETE STRENGTH AND PUDDLE N£ LDS OR � 10 TER SCRENS AT 12 " . ry��p�, WIDE FL REINFORCING , STRUCTUR �L STEEL BOITING nfaD wELDiNG , �ETaI DECK wELDING , 2 . LONCiTU01NAL dOiNTS BETNfEN nDJACENT ROOF DECK UNITS SHA�L BE i � Te1: 303/623-3355 STRUCTURAL CAQ) WiEN fm ' > 1500 P51 , TO TME EXTENT NECESSARY TO ASSURE FASTENED TOGETHER WITM 5 /8 ' D IAMETER PUDDLE WELOS OR /10 TEK $CRENS I . REINFORGING NOTED ABOVE SNALL BE PLAGED AT 3' GLEAR F � I I/�" X I '-�° X I '-�" (4)-3/4 " x I '-b ° BOLTS GOLUMN ' Q Fax: 303/623•2262 CONSTRUCTION IS IN COAPLIANCE WITH THE CONSTRUCTION DOCUMENTS . AT 36 ' . FROM THE BOTTOM OF THE FOOTING UNLESS NOTED OTHERYiISE. RE � PLAN _ � - 3 . nTTACH ROOf OECK TO BEN.�S OR PLATES PARALLEL TO DECK WiTH 5 /8 " 3 . FWNDATIONS: DiANETER PUDDLE NELDS OR �70 TEK SCREWS AT 12 ' . �, yVriERE ADJAGENT FOOTiNGS GONNEGT, PROVIDE GONTINUpUS BARS. �T�` C� 4 . ATTACH FLOOR DECK (COAPOSITE OR NON - COAPOSITE ) TO EACN END SUPPORT SPLIGES ARE NOT ALLOWED. ALSO PROVtDE �6 AT 10" EAGH WAY I . ALL GAP AND BASE PLATES OF GOLUMNS SEARING ON BEAMS OR SUPPORTING BEAM5 SHALL BE 5?EEL _ n . MAXIMUM SOIL DESIGN PRESSURE 5000 PSF AT 12 INCHES MJD TO EACH INTERMEDIATE SUPPORT AT SIDE LAPS PLUS ONE IN TOP OF GOMBiNED FOOTINGS. PLATE 6REATER OF V2' OR FLANGE THIGKNE55. INTERMEDinTE POINT w � Tri 5 /8' DInMETER PUDDLE wELD . PROYi �E wEL� � N CONTRACTOR TO FOLLOW ALL RECOMAENDATIONS IN SOILS REPORT N0 . 197 162 WASHERS AS REqUIRED . BY HEPWDRTH - PANIAI( GEOTECHNICAL , INC . DATED APRIL 15 , 1997 . 5 . LONGITUDINAL JOINTS BETwEEN ADJACENT FLOOR OEqt UNITS SMALL BE FnS7EnED TOGEir�ER nT 38 ' MAX Itd1M $PAC ING wiTM 5 /8 ' D inMETER PUDD�E ' n�� f00TiNG BEnRiNG ELEV�7i0riS Sr+OVta �RE nSSUMED . ExnCT BE�RiNG ELEVaTi0ro5 t�ELOS Oa /10 TEK SCREwS . FASTEN FLOOR DEqc TO P�RnLLEL nt�D PERIMETER �` SHALL BE VERIFIEO IN THE FIEID WITH ACTUAL CONDITIONS BY CONTRACTOR WITH BEANS AT 2� � . \ ! APPROVAL OF SOILS ENGINEER AND ALL BOTTOM OF FOOTINGS SHALL BE A MINIMUM OF \ \ � � 48 " BELOW EXTERIOR GRAOE . 9 . LIGHT - GAGE FRMIING: j� \•\Lj� � � C . ALL FOOTINGS AFtE TO BE PUCED ON FIRA1 , UNDISTURBED , NATURAL SOIL OR PROPERLY A . LIGHT - GAGE METAL FRAMING SMALL BE THE S12E AND GAGE SHOYW ON THE DRAWINGS . � Cq.PACTED BACKFILL , APPROVED 8Y THE SOILS ENGINEER . BACKFILL SHALL BE I COAIPACTED TO 95X (MINIMUM ) MODIFiED PROCTOR DENSITY PER ASTTd D1557 UNLESS B . FRAAIiNG ROLLED FRON STEEL 16 GAGE AND LIGHTER SHALL CONFORN TO ASTM A570 , RE� PLAN � � OTHERWISE RECOAf�ENDED . IF SOFT SPOTS ARE ENCOUNTERED RENOVE SOIL AND LATEST EDITION , WITH A MINIAIUM YIELD STRESS OF 33 , 000 PSI . � ' RECOhPACT WITH APPROVED FILL . (RE: SOiL REPORT FOR DESCRIPTION OF BEAf21NG � SO i � . ) C . FRMA ING ROLLED FRON STEEL 16 CnGE AND HEnV I ER SHnll CONFORN TO ASTM n570 . LATEST EDITION , WITH A NINII�IJM YIEID STRES$ OF 50 , 000 PSI . y E CONTRACTOR SFIAIL BACKFILL EOUALIY ON EACH SIOE OF WALL IN 12 INCH VERTICAL , n i GONGRETE SLAB-Oiv'- - i I LIFTS OR AS RECOMIdENDED . NO LARGE ROCKS OR BWLDERS SHALL BE PLACED 10 . NON - SHRINK GRWT: � '-O" � GRADE RE � PLAN � aC� iNST n-iE wnLLS aND /OR STEM wn��S OR NEnR THE PERIaETER DRAiNS . CnRE q rrq� _ SHRiNK GROUT SHnLL 8E PROViDED AS FOLLON6: p � I SNALL BE TpKEN TO ENSURE HORIZONTAL AIIGNMENT AT THE TOP OF TNE WALL AND /OR EXTERIOR METAL STUD N1ALL . I STEA1 WALL . WiERE SECOND BACKPIILINC IS REW IRED AGAINST BASEMENT WALLS , NO 1 . BETNEEN COLUAN BASE$ AND CONCRETE FOOTINGS , PILASTERS , OR COLUANS . i I/1" ISOLATION - �-- �b AT 2 '-O" x � w STEEL GOLUMN I COAPACTED BACKFI �LING SHALI 8E P� ACED /+GAINST THE WALLS UNTIL THE LONER RE : SGHEDULE ..1pINT N RE� PLAk I LEVEL FLOOR ANO MAIN LEVEL FL00(7 ARE IN PLACE AND PROPERLY ANCHORED . � � � ��� �, I CONCRETE SLA85 SHALL BE PROPERLY CURED . I DRIVEWAY WITH � - 4' SLAB ON GRADE 3/4" SHIM t -� � j� R� SxH�pIJ�E , A . ALL FRAMING AND TRUSS LUA6ER SHALL BE DRY DOUGLAS FIR , LARCM , CRIDED B� TRENGH DRAIN WITH REINFORGEMENT NpN-SFIRINK � /' F CENTER ALL FOOTINGS UNDER WALLS , COLUANS OR GRID LINES UN�ESS OTHERWISE NESTERN WOOD PROOUCTS ASSOCIATION AND CCNPORMING TO UNIFORN BUILDING � � A�H� ��� ON 4" CvRA�/EL BA9E 6RDUT �� � NOTED ON PLANS . CODE AS FOLLOWS: GOMPOSITE SLAB - - % �- x�- � j \ \ �� � RE: PLAN . ., CONTRnCTOR TO COORDiNATE FiELD DENSITY TESTS ON COAPACTED Fi �� 2 ' TO a ' THiCK - 6 ' k wIDER N0 . 1 FB = t250 PSi ( E= � . 7 x106 psl ) ON MEr�.L DEGK wirF+ � � : RE+ PLAN � (4)-�4 EAGM WAr UNDER FOOTINGS M70 INTERIOR SLABS - ON - GRADE . A MINIAIJN Of 2 REPRESENTaTIVE 5 ' TH � CK - 5 ' k WIDER N0 . 1 FB = t750 P51 (E= 7 . 6 % 106 psi ) � INFORUN6 RE : PLAN � � I TES7S SHALI BE TAKEN FOR EApi FOOTING AND SL�B - ON - GRADE . NOTED n��OWABLE S7RESSES NtE MINII�)MS M!D FOR NONREPET � TIVE USES PRiOR TO (��-� x B'-0` (GENTER � 1l2 " ISOLATION � � ON $EAM POGKET �x� Y� x - x r - x . � � JOINT I i ALLOWPBLE STRESS INCREASES . ,� a . -. � , . . • - e . � � N . NOTIFY SOILS ENGINEER YMEN EXCAVATION IS COhPIETED 50 T}1AT COFIDITIpJS MAY BE � o:'.(: � �-��-'.!;'.•�! L,S?o°��Qo;'.�:}. � � � � . iNSPECTED PRIOR TO PLACEMENT OF MJY FILL OR CONCRETE . 8 . NOOD DECK - 5 - ; I I � f X � II � Y -eX � yN � � M - R �- % �� % -e STEEL BEAM RE : PLAN -- � � � (2J-xb �o . � o o n ° . � 4 C�.�NCRETE: NOOD DECKINC SHALL BE 2x TdiC DWCLAS - FIR L �RCH ( e= 1 , 600 , 000 pei , Fb= 1200 psi ) � IN BEAM POGKET � ��T - 0�' 0 0•: o t� a•. � c � � ; C �� v • 0� ov ° • o O PLANKS SHALL BE SPL ICFD AT CENTER OF SUPPCRT A1EA6ERS WITH ADJACENT PLANKS � -��7-'f-� , � ' � O.,�GOo°.0„��'Od°A.�- �� � <'�, � � , �„�?-�� .�' �' r��, ��` �. � A ALL CAST - IN - PLACE CONCRETE SHAII BE MADE WITH TVPE 1 PORTLAND CEMENT PER SPL ICED AT ALTERNATE SUPPORT MEA6ERS . DECJ( MEABERS SHOULO NOT BE SPL ICED � e , SOiLS REPORT MID SNnLL SATISFY THE FOLLOWiNG REW iRENENTS: AT END TRUSSES . EACM DECK PUNK SHALL BE SLANT - NniLED TO Ti-iE TONGUE OF THE � e , I � ADJOINING CWSE WIT 8C NAILS AT 24 � o . c . W� TN NLTERNATE PLANK NAILING OFfSET 12 � . = 8 • � Y , , ,� ° a � CONCRETE ITEU F 'C AIIX TYPE 61Ax WfC RAT10 R AIR REO . NAI � EACH PLANK i0 EACH SUPPORT WITH ( 2 ) - 160 NAILS - 7 STRAICHT , 1 SLANTm . MO00 , - Z __ _ ., Y � , e � � °j ° � � - DECKiNG SMALL BE GLUED iN TNE GROOVE JOiNT WITH 40x GLUE COVERAGE . • � BEARING PLATE E �6 AT 2'-0" X L - �6 AT MID-HEI6HT � � FOOTiNGS J000 psi S7D 0 . 50 N /A � (RE� SGHEDULE) � q • + , _ , a a � � n a � • SLABS ON GRPDE 4000 psi STD 0 . 40 SR 12 . NON - STRUCTURAL ELEMENTS: � ON NON-SHRINK GROVT ° ° U y a FLOOR TOPPING , WALLS , AND 3/4 " m X 10" ANGHOR -" � � ,. � • ° ° � e a e , O I STRUCTURAL SLl.85 �000 psi STO 0 . 45 5S A . ELEMENTS SUCH AS NON - BEARING PARTITIONS , ETC . ATTACHE� TO M1D /OR SUPPORTED gpLTS IN HORIZONTALLY � . ' < . y a Q m � I 8 Y T N E S T R U C N R E S M A I L T�u(E IN T O n C C O U NT D EFLECT IONS AND OTHER STRUCTURnL c�O T T E D H O L E S K3 TiES AT I '-0' � J i ni_� aIR ENTRAINED CONCRETE SHALL INCLUDE 564 POUNDS OF CEMENT NINIMUM PER �`/E��TS � • , AND (3)-x3 TIES , , � I O I CUBiC YARD OF CONCRETE . AVERAGE ENTRAMED AIR VALUES ARE FOR IN - PLACE , AT 3" AT TOP OF � , . , / B . FIRE PROTECTION FOR ALl STRUCTURAL PARTS SHALL 8E PROVIDED AND SMALL MEET (8J-»b VEf2TIGAL IN 8^ ^ i PILASTER Q � I V CCXJCRETE . TO�ERANCE ON TOTnI AIR CONTENT IS 7 1 /2R PER ACI . _ _ , •� ' i A�L COOE REQU IREMENTS FOR THE TYPE OF CONSTRUCT ION SPEC I F IED BY TFFE PILA5TER �__Y • a ��_� � � __ RE: '' HEDULE I � 9 '�+E MODUWS OF EL �STICITY OF ALL CONCRETE SHALL EXCEED NC1 . 5 33 �(F 'C (OR 57 , 000 nRCHtTECTURAL DRAWINGS . STRUCTURAL STEE� MEA6ER5 StiALI BE CONSiOERED . I� ' � � � i -��k ' C NORMAL NEIGHT CONCRETE ) . UNRESTRnINED UNLESS OTHERWISE NOTED . LINE OF 8 FOUNDATiON � WALL BEYOND RE: SEGTION � i REINFORGEMENT - � I � �, ., CCX�TRACTOR MAY PWR S�ABS - ON - GRADE CONT INUOUS M1D SANCUT JO INTS . JO INTS 13 . GENERAL: 8/5� .0 FOR GONTINUOUS RE: SGHEpULE / � E G T I O I `1 � � I SnALL BE SPACED 15 FEET M1D SAMCUT 1 ' OEEP X 1 /8 ' WIDE w � TN � N 12 HOURS AFTER RE � NFORGING . POURING . CARRY ALL SLAB REINFORCEMENT THRWGH JOINT . A . ENGINEER 'S ACCEPTANCE NUST BE SECURED FOR ALL STRUCTURAL SUBSTITUT �ONS . I • ' ' / • _ � ^ � � D . SLABS , TOPPING . FOOTINGS . AND WALLS SHALL NOT HAVE JOINTS IN A HORIZONTAL B . VERIFY AL� OPENINGS THROUGH FLOORS . ROOF AND WALLS WITH NECHANICAL ANO ���TE � - � � �^N ( \ � PLANE . ANY STOP IN CONCRETE NORK AUST BE AIADE AT THIRD POINT OF SPAN WITH ELECTRICAL CONTRACTORS . VERIFICATION OF LOCATIONS , SIZES , IINTEL$ , AND PILASTER (RE+ PLAW � �- I/2 " ISOLATION \ / �I VERTICAL BULKHEPDS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE SHONN . ALL REQUIRED CONNECTIONS PRE CONTRACTOR 'S COqPLETE RESPONSIBILITY . I JOINT I � C(.�STRUCTION JOINTS SHA�t BE AS DETAiLED OR AS REViEMED 8Y THE ENGINEER . �H�-� x � L ,- GONGRETE SLAB S � CT f Ol�l � Y � � C , PRIOR TO INSTALIATipJ OF MECMANICAL AND EIECTRICAL EW IPMENT OR OTHER .r , . ' I " 4 � :. CONCRETE WORK AND REINfORCEMENT DETAILING SMALL BE iN ACCORDANCE WITH ITEMS TO BE ATTACHED TO THE STRUCTURE , ENGINEER 'S APPROVAL OF CONNECTIONS ON C�RADE WITH 9/4' = i '-0' i � i nc BUiLDiNG CODE 318 LATEST EDiTiOn . UNLESS NOTED 07HERWiSE nLL ExPOSED nND SUPPORTS SN�L � BE OBTqiNED . UNLESS SPECiFICAILY DE7niLED ON � -� �,, I REINFORGIN6 ON TUBE STEEL GO�uMN ARCNITECTURAL !WD STRUCTURAL DRAWINGS , RESPECTNE SUBCONTRACTOR 2x4 KEYWAY � .+ GRAVEL BASE � RE � PLAN WiTH BASE i � E D G E S O F C O N C R E T E M A R K S M A L L H A V E 3 /4 I N C H C H M A F E R . U S E S T A N D A R D H O O K S O N , , i � RE � PLAN ' Q DOV�El.S UN� ESS OTHERWISE NOTED . SHALL FURNISH ALL HANGERS . CONNECTIONS . ETC . . REOUIRED FOR INSTALLATION OF � I i PLATE RE� SGHEDULE � H I S I T E M S . REINFORUNG , , i I � ' RE � PLAN � � � - � ��� � x - x - Y • i t �-- EXTERIOR METAL I � -� wc I 'J � ��,7RCvMENT: � ' . • SLAS TO POU12 � � STUD WALL RE� � I � D � PROV IDE AlL EA6EDDED ITEMS IN STRUCTURE AS NOTED ON ARCH ITECTURAL , I _ � o ; �v . 0 c>v ° [ a•r , c o,: cy: OVER WALL AT � SGHEDULE 'i + ALL REINFJRCINC SHALI. BE HIGH - STRENGTH DEFORMED BARS CONFORMINC TO ASTN MECHANICAL , ELECTRICAL , AND STRUCTURAI DRAWINGS . NISCELLANEWS ��,'_'�� ! 05' ��r?'ro?.�'��� � o°.� Q' �o�.�.', THRESHOLDS � FULLY 6ROl1TED � � _ _ � DES iGNAT i0N n 615 , GR�DE 60 EXCEPT T IES , ST IRRUPS ANO PLATE M1CrrORS MH iCN EuBEDDED iTEMS AND PNCHOR BOLTS SHALL BE FURN ISHED BY STEEL SUPPL IER I � i � I i ' � � ' � � �TMP�G� GMU GORE WALLS __ _ ,� i " NON-SHRINK ! SHALL BE DEFORMED BARS . ASTM DESIGNATION A615 , GR�DE 40 OR ASTM A 706 GRPDE /WD INSTALLED BY CONCRETE CONTRACTOR . STEEL SHALL FULFIII ASTM A36 . � . . � , pL^N i !�' iSi. LATION GROUT- I I � ,IO� NT I 60 W , a • . °, e , GONGRETE 5L.4B � � - . !� i _ ' , , E . PROVIOE ASPHALTIC MASTIC - COATING ON ALL STEEL MID NOOD EXPOSED TO THE ENiTH . ' a . , ' , ONGRI.DE (TNIGKENED� � �� GMU GORE WALL _ II - , �` Z � . . , a • ' I• . , . AT THRESHOLD) . � �I-� i -' � � . B NfLDED WIRE FABRIC SHALL CONFORM TO ASTN n185 GR �DE 65 AND SHALL BE LAPPED • � • . . ' � �Y� _ ' • _' � ONE FULL AIESH AT SIDE nND END SPLICES nND WIRED TOGETHER . F . SUBMiT SHOP nlvD ERECTION DRAWIWGS TO ENGINEER FOR REVIEW OF AL� STRUCTURAL Q W . . .+ � , RE � P'LAN � � � ' _ • � ° • VERTIGAL AND � - : I STEEL , CONCRETE REINFORCiNG AND NETAL DECK . TME NANUFACTUR � NG OR � ,�. , a . . ' ° • � • � • _ �� �AM - "_ I , • _ • (3)-�3 TIES � I F�BRICATION OF M1Y ITEMS PRIOR TO NRITTEN REVIEW OF SMOP DRAWINGS WILL BE � a' • . I •�� � � REINFORGEMENT " � -� - � - % - x - ; ; - RE wFORCENENT PROTECTiON: . � , � , � - CONCRETE POURED AGAINST EAftTH 3 � ENTiRELY AT THE RISK OF TNE CONTRACTOR . � 0 . ° . , • . • � � . T P RED � N FOftMS EXPOSED TO NEATHER OR EARTh1 2 � Z " < < - :ac ��� ° ` � � � ' `���LE rc�: o��joG�Cfo�, o�-��; o., c�. i• S CONUANSE (T�IE BARS ) ( , 1 - 1f2 � G . WATERPROOfING . VPPOR BARRIERS . WATERSTOP . ETC . . SHALL BE AS SHONN Q a. ` • ' � -� - � - ' � ��� T ' "`, � -�I� °�� v°` � � �" � a SLABS PND W�LLS (NOT EXPOSED TO NEATHER ) 3 /4 ON THE PRCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS . _ .i - - I__ � � � �� ^' , - ♦ ♦ � (�)-� I � I - . ' . ' ' • a. . I -�i� - i � _ , _� � , -, c - ¢3 TIE AT MID-HEIG-HT � �a0 SPLICES OF REINFORCEMENT SHALL BE MnDE ExCEPT AS DETpiLED OR nUTHORiZED _ H . BR � CK OR STONE VENEER ATTACHNENT . ALL STONE AND BRICK VENEERS SHALL , i�� GONTIWOlJS I i � B � THE STRUCTURAL ENGINEER . LAP SPLICES , WiERE PERMITTED , SHALI BE A MININUM BE ATTACHED TO EXTERIOR WALLS AS SPECIFIED IN SECTIONS 1403 . 6 . 4 . 2 AND 4 i ����*'� � i ii I�E� �+i�GH. RE� AF�GH I 3/8xbx0�-8 = � • i`-". � i:- �j' a 1403 . 6 . 4 . 3 Of THE UN 1 fORM BU I LD ING COOE . EMBED PLATE -�"J -�Lr M5 AT I '-O" X I �F 48 BAR DIMdETERS FOR �y6 BAF2S ANO SMALLER M1D SHALL BE A MINIMUM OF 80 BnR EG�11A1- EQUa- `s"'= � � _ �AROUNp ` � C: iMAETERS FOR �7 AND LARGER REINFORCEMENT UNLESS OTHERWISE NOTED . MAKE ALL AT 4'-O" WITH � , ERIMETERJ il p BnRS CONTINUqJS NtOUND CORNERS . (Z-3/4 "m X 4" H.AS. _ . . a ' • i a . � . E . PLACE TNO �5 (PER 8 " THICKNESS ) WITH 2 ' - 0 PROJECTIpJ AROUNO ALL OPENINGS IN � � P`AN - -- xb AT H" x Q - M6 AT 0" � ' ' . l ` � COrvCRETE WALLS nND SLABS . AL50 PROVIDE TNO /5 X 4 ' - 0 DIAGONALLY AT EACH �Sr+ORTErz �p � � � I - CORNER . J .' • ., A7 DOORS) l- � �INFORGING • • • • • ; P .. •N • p5 A7 I �_O�� EAGh vvA-r _ I ` S E C T I ON � - � '_°� L __ _ I F CGNTINUOUS TOP AND 80TTOM BARS IN WALLS AND BEAMS SHALL BE SPLICED AS Mb AT 1 '-4" X 9'-O" - - - � OLLONfS: TOP BnRS AT MIDSPMI , 80TTOM B�RS OVER SUPPORTS . � +6 At 1 -O � �'°` 3/4" = I'-0' F10RIZONTAL � PROVIDE ALL ACCESSORIES NECESSARY TO $UPPORT REINFORCING AT POSITIONS r I I � SNOYN ON THE PLPNS . �LL RE INFORCEMENT TO BE HELD SECURELY IN PROPER CAMPOSITE SLAB ON METAL S E C T I ON 2 ��. Re"'S'°"S: ; POS IT ION tN ACCOf20ANCE WITH TME LATEST ED IT ION OF AC I 318 . DEGK WITN REINFORGING � /� - - F � �� RE : PLAN . , 3/4" = I '-0' �, PE�R 9IW77 IE BEND LD 6 MASONRY� � DOWELS � -O a � . „ . • . � , - . � � FOUNDATION 1 W27/97 A . CONCRETE BLOCK UNITS SHALL CONFORM TO ASTM C90 , GRADE N . BRICK SHALL FU�FILI � _' - ' • • , " , a , ASTM C62 . C216 OR C652 . MORTAR ShiALI BE ASTU C270 TYPE S OR N , . TYPE M SHALL BE � ' EX'rERIOR i Z ' • • • , : ' i I USED FOR ALL BELOW GRADE APPL �CAT IONS . � META1.. SND Q d • . , . � . ` . i i � � I '-O" , B . MASONRY SHALI CONSIST OF CONCRETE B�OCK WITH A MINiMUM COAPRESSIVE i i i �� . PAVERS, DRAINAGE, WATER- - �`L� � ' i p�, � ' p . a , ' � ; I � � CORE � � ��7 �- � � PROOFING AND BED RE. ARGH. i SGHEDVLE a j � STRENGTH OF F 'N OF 2500 PSI BASED ON NET AREA OR A NINIMUM C066�RE$$ IVE � i ry � � � , • • , , • , AND SHELL , STRENGTM OF F 'M OF 1350 P51 BASED ON GROSS AREA . I i EXTERIOR METAL , , . . . � . � � � STUD WALL r GONTIIQIOUS V ° ' � C . WALLS SHALL BE REINFORCED HORIZONTALIY AT 16 " ON CEN7ER WITH 9 GAGE NINIAUM PAVERS, DRAINAGE,- � i RE+ SGHEDULE � LADDER OR 7RU55 - TYPE RE INFORCEMENT MEET iNG ASTM A82 NnSONRY WAII AND BED RE� ARGH. ' � , I ��i�S'-_ r- � -� � � � , � � i i REiNFORCEMENT . � ' � �; ' I i \ � � - I I D . MASONRY WALLS SHALL ALSO BE REINFORCED WITH ONE {JS VERTICALLY AT WALL ENDS , �0 � ti � I CORNERS , EI.CH StDE OF DOOR OR WINDOW OPENINGS ANO AT ALL WINDOW SILLS . �"' a � � � x - � - x - x L Sx5X5/�6 _ REiNFORCEMENT SHALL BE FULLY GROUTED IN P� ACE . GRWT SHALL DEVELOP 3000 PSi - � , � (GONTINUOUS) }�� - I IN 28 DAYS AND 61EET ASTM C476 . FOR ALL HORIZONTAL AND VERTICAL REINFOFiCEMENT , �� �AN I I SEE waL� RE INFORCEMEr+T NO7ES BELOW. 'I i � ! . � (GO�/16 � I , • ` �MP�� � SL.� «I-� S � CT ION � E . ALL CMU WAL�S REQUIRE A MINIMUN OF 2 - /5 IN BOND BEAM ABOVE ALL OOORS AND � ON METAL DEGK GONTIWJOU�� ��� WINDON5 , AT FLOOFt AND ROOF LINES , AND TOP OF PARAPETS UNLESS OTHERWISE � WITH REINFORGING � � � � J� ' � I� NOTED . REFER TO ARCHITECTURAL DRAWINGS FOR CONSTRUCTION JOINT LOCATIONS , ' o , RE� PLAN _ 3�-G' �� ' � I STEEL BEAM % � 3/4' = I '-0' � L 5XSX5/16 OR � � OR STRUCTURAL FWNDATION PLANS . L 1X4X3/8 (GONTJ � �4 AT I '-0" X (� - `J RE � PLAN I '-O 5/8" I I ` ��)-� Y 1� . � CONCENTRA ED LOADSMUNLE85 OTHERWISE NOTEDE SEEADETBEAM REACTIONS OR OTHER �b ATGI �'A-0 " VERTIGAL , ' �- - - " , • \ I H.A.S. AT 4'��5/B°m� 6" I EXTER�OR METAL STUD ` Q._ • "C��� ���� F . FILL ALL VOIDS AND BLOpC CELLS SOLIDLY WITH ASTN C476 CRWT FOR n DISTANCE OF �\ GONTIh1UpU�'� m ' � ' "' . � ) � . , r.. ��1.��. �6 AT 1 �_4�� -- � YVALL RE� SGHEDULE � •�� 5T�k • -'�✓�. G . ALL DWBLE WiTHE MASONRY WALLS SHALL BE GROUTED SOI. iD BETNfEN EACH WfTHE FROM GRIDS 3 TO 6 �� Q �/ERTIGAL . I� � �•:yG: W17H ASTM C476 CRWT . ' �_ (%b AT I '-O " �/ERTIGAL \ ' _ * i � �: NORTH AND � 1TH WALLS) 3/g^ X 6" X O'-8" EMBED 3/B" STIFFENER I/�" ISOLATION � I � PLATE WITH (�)-5/b "m X 6 " �OM GRI �S 3 TO 6 (FULL HEIGHT) AT 3'-O" JOINT I/2' ISOLAtION H . MASONRY SHEAR WALLS SHALI BE RE INFORCED AND GRWTED WITN ASTM C476 GROUT NORTIi ltND SOUTH WALLSI i "f: AS SHONN ON DRAWINGS . 1 . 25 f 'm < f ' c CRWT < 1 . 40 f 'm ( FINE GRWT < 3 /8 � - COAftSE +�6 AT I '-4" j ' H.A.S. AT 4'-O' - EXTERIOR SLAB ON '��Nr � : , r , �4 '` � 5 I/2" GONGRE7E SLAB � : ..�. GRADE RE: ARGH. � ` �- : �'' � .�: hiO2iZONTAL « � . �5 A7 I '-O" X 4'-0 " ' � ON GRADE WITH �b AT 8" - ; ' . i � . J :` { GROUT> 3 B " . ,i " p .� �-�� 3.�. . . � � . �. A� E�•� � ��: I" / ) %4 AT I '-O" X 4" EAGH WAY , t . WiERE MASONRY L INTELS CROSS E%PPNS ION CONTROI JOINTS IN MASONRY , INSTALL _ q �_6 • INTERIOR (NON-LOAD �� ;cG� ���� � )�'; � LIN7ElS SO THAT THE L � NTEL AIAY SL � DE ON ONE END - n , BEARING) GMU WALL WITH 'I� � � �� ` r X - Y � - k3i« REINFORGING RE : 6ENERAL I I,,,I111111", 11l M6 AT I �_4" - _j ; � -� � o . o . • NOTES `'-. . 7 . STRUCTURAL STEEL: � - - I . o•r . ,. 0� . 0 ' C�: or. - a�• o•r . • n HORI ZONTAL f qp t 7;.- . �,, \ o o p C�l'„ . A . ALL STRUCTURAL STEEL SHALI CONFOF2M TO AS7A1 A36 EXCEPT P IPE COLUMIS NH ICH +�6 x -- - - � ��'_r. I � . -rOo„ ��,aCd�. .,.,-.��, 3'-O" g° L' . e !� o /� SNALL CONFORM TO ASTA1 A53 AND TUBE COLUANS TO ASTM A500 , GRADE B , LATEST �- I/2" ISOLATION I/2" i50LATION i ' � ., � I-i i .�- ub AT B" X I ��� °��y77 I EDiTi0N5 . STEEL SUPPLIER NAY PROViDE nSTM A572 , GRADE 50 AT hii5 OPTION . ANCHOR a " / JO�NT JOiNT �� � _ • 801TS SHA�L BE AJ07 STEEL M10 MISCELLANEWS EA6EDDE0 ITEMS SHAIL BE A36 MATGH VERTIGAL % � I � (I)-#g I � � $TEEL . REINFORGIN6 • � GONGRETE SLAB WiTH �6 AT i '-4 " X � GONGRETE SLAB WITN (2�-�5 GONTIId10U6 � � a , � REINFORGING ON 6RAVEL ., a° cor,ca�� `��, � Project No: 3700 REINFORGING ON 6RAVEL _ \ � � 8 . STRUCTURAL STEEL SMALL BE DETAILED MID FPBRICATED IN ACCORDANCE WITH UTEST . � BASE RE : PLAN 9 " / �� BASE RE � PLAN SLAB-0N GRADE PROVISIONS OF AISC 'MANUAL OF STEEL CONSTRUCTION . ' 2X4 KEYWAY \ : �5 AT I '-4" x I I WITH W.YV.F. � ' LEGS ALTERNA7E RE � PLAN \ I RE� PLAN � � ' SIDES L "s Ar � �_O�� � DraNm by: 106 I C . UNLESS O7h�ERWISE NOTED , USE STANOnRD fRnMED BEnAI CONNECTIONS wI7H STEEL � - z� l - z - K - s �X4 KEYWAY --� - x°�-- lt - x - r - ■ ' � Jl l BOLTS PER AISC �MANUAL OF STEEL CONSTRUCTION � TABIE I I - A WITH A325 - N BOLTS OR TOP OF � �, b �� 4" 4" %5 AT I '-O" • . .• P� C9 .' ! 0-. GY . O�� GI .�' u�: ;r. . n� : :v . 0-: ca .'�, o�: ov�� � u�: c•r. EAGH WA�r � • xa1 * -� e -rx I �i NELDED EWivA�ENT . SELECT CONNECTiON AT EACH SP� iCE TO SUPPOR7 60R 7HE FOOTING - ' � � (� a � Cj•-,'o -, , � OO'� - ? �J^ � � • 00 TOTAL UN I FORM LOAD CAPAC ITY FOR EACH G I VEN BEPN AND SPPN FOR NON - COAPOS ITE .��o_�. �., Jo. .��., . .� o,.O,OL,i:'.Q� .�_,o: . .� .�_,o:.�.� .�:o, .� ���,o: • .� Q • r MEMBERS . FOR COMPOSITE NENBERS CONNECTIONS SHALL SUPPORT 757L OF THE � • ° . . � } � o� ; n� .�. 0�: Cf1eCIC8CIL7�l: KBO i ° . .,a:lOo::�'..', Yr',o• . TOTAL CAPACITY FOR EACH BEAM M1D SPAN UNLESS OTHERWISE NOTED . . • . , � ' . ° � T 3 - � - x x , ir " - . a - - - a ` _ J . %\ a • a . � � . • • � � 0•�oY . �.��' O�. pe.� it I D . MiNiMUM WELDS TO BE AISC MlD OR nW5 BUT NOT LESS TNnN 3 /18 ' CONTINUWS FiL�ET ' • • . ' � • �� • ������ ��� �9 � • .� • (�)_ 5y ^ I �� � � 4 . . � � UN�ESS O7HERwiSE NOTED . ` , _ , " , . 'i , • 4 , ' _ GONTI FlUpUr.� E . �L� NELDERS SNn�L HAVE EVIDENCE 0� PASS � NG 7HE M�ERiCiw wE�D �NG SOCiETY •� ��-� ���� �3�-� . a I ' STANDARD OUALiFiCATi0N5 TESTS n5 DETAILED iN AN6 D1 . 1 . • �NT���� � _ 2 • I 1 � . �An � �� S 1 . 0 �o�, F . STRUCTURAL $TEEL SUPPLIER TO Pl1RNISH LINTELS FOR ALL NASpJRY OPENINGS NOT IN RE : PLAN RE : PLAN , ° LOOSE IINTEI SCMEDULE OFt AS SHOV�N Ota STRUCTURAL DRAwINGS . ONE END OF THE �1� T � I S � C I � O I V � � � C T I O I �l �� i i $r LINTEL SHALL BE FREE TO MOVE HORIZONTALLY TO ALLOW FOR ELONGATION AND S � G T I O I `l J � � C I I O I �l � � I � SHORTENING . �/q� _ � •-p� 3/4' = I '-0' � 3/4 = I � - - C COPYRIGHT -� $ I 3/4' I '-0" n / I � _ ^ � ____ _ -_- __ _ - . __ . _ - Sw - _ _ r Ui0 i0 � IJ � < - -- — --- - -- — - -- — � � Pierce, O � Segerberg & 5,8 �, , , ,-0., � L SXSx5/I6 Associates �. � (GONTINUOU5) � � � ' - EXTEi2lOR METAL STUD Architects ' i WALL RE• SGNEDULE EMBED PLATE SGHEDULE - GAST IN PLACE U1ALL5 � � � -r �n • cor�os� re s�ne P.C:A. I .A. — IXlXO'- 10 BASE PLATE � � I � ��NT����� ON METAL DEGK � i i 2' 4" 2" . 2 4' , 2" � (TYPIGAL 3 LOGATIONS � �-. , I WITH REINFORGIN6 � � ON GRID 8) WITH (2)-3/4"m L 5X5X5/16 OR , I -II II II - I II �II �� L. I I I II I� , i i a �r-' RE, PLAN � -S \ � � �I ARCHITECTURE i i ANGHOR BOLTS ON I " L 1X4X3/8 (GONTJ I H I I- - I- I I I - I - �- � �_ � I I- � '� - - I '-O" � i i i PUNNING i , , � �ir.� p,� G�ar _ � I I �I I I -I I jl �I I � I =1I I I I ) I L �� �`�. Q , , Q � INTERIORS �S GOLUNIN RE � PLAN — i i Q �p X \\� I I�=-��I I �=I I — I — I � � F=I f— � I � (V \ Q W _ � � —� � � �� � ll �ll T— � 1 I I �II I � � F'AVERS, DRAINA6E, � � Q iLl- I t=1ll� I- ' I I �I - I � , ° . , � sie° x b� x o�_e^ er-re� ex�iorz I � � � � � q ^ n I AND BED RE� ARGH.� � i � RE� PLAN f -II �I� II II �IZI II � I �II 1 I II �� � PLATE WITH (2)-5/8"m X 6 METAL STUD i i � N �1�. Q 5 � TOP OF I �_�(- _ = I � H.A.S. AT 4'-0" ��-� �' � \ � � F I Vail,�iCdorado81657 i i 1= - I - , � -� � � �-� � � - r' , W Y i i i / ii ui � i — a i i i j � �= w - ' SGHEDULE i 2 dl I Z Jt � I 10W South FronW Road Wea \\ i � WALL _ � : — z � — % . . T C�00 i � x — x — y � M �- x � Q ' , � �. � �.- -lll�.�l �lii � i i - - i Te1: 974�476-4433 � � � � � � � �_��f,- � ��� �- -� � I-� � �� �-� I -1-� �� � � I Fax: 970/476-�608 � i � � - i . L 5x5x5/I6 OR � � (�)--ub � � - �-� � �- � �� � ��� ��� ��-���� � � � I ���I�� 7 ': _ i L �7X4X3/0 (GONT- � I • �. _ GONTINUOUS (XXX'-XX"I � 3-12 ! � \ � �� ����-�=LLl—� � I I a �'S fV ry I �2J -ab s �-o ° rze� PLAN I - x � III-� II 1= IIL III-111-III-III-I � . R rz� � P�nr, a \. � �Ti_.�1=1 � _ � �_� ���11=+�1=J1L1 . cv�anNUO�s �a s.r i '-o• x 0 "s '°'r 6� f � � 11- 11,-1!!=III._'�I!�_III-111J11-111-11 � � «ONT�� 16�°`j",,y�s,. � '�-- GOMPOSITE SLAB � ' � STEEL BEAM ADDITIONAL TOP OF �� � � i n � ' - - � ' \ ON METAL DEGK rc1 RE � PLAN REINFORGING (IN W/ti.L , , - a - T� --' x FAGE OF WALL �� FAGE OF WALL '��, �� CZ WITH REINFORGING DEGK FLUTES) ` RE � PLAN ° • 1\ C4)-I/�"m X 4` H.A.S. � . 3/623-3355 �� . � - 6)-5/H"m x 4" H.A.° .r �nver, Colando 80202 . �6 R i i A4 �, ----- - - - - - � .. ���� P ANL BEH 3X3X'!/16 � ;_ . � • , • � � � a7c. - Tel: 30 F � 303/623-2262 �/E T G L ' �' �, (GONTINUOUS) AND 3/8" C2)-Mb C�ONTINUOUS _ , ` ��,__�� � i i A PLATE I/2" X 8' X I '-0" p- i B P1ATE I/�" X 8" X I '-D" (ab AT I '-O' VE12TiGAL . �� , Q �6 AT I '-4 " - � �- 3/g• X b " X O'-8" EMBED STIFFENER AT 3 '-O" 3,_� . � � � � �� RE� PLAN • � i i '� �I k FROM GRI �S 3 TO 6 � � VERTIGAL ' PLATE WITH (2)-5/8"m X b ' i � NORTH AND SOUTH WALLS) '. g/8 " x 6 " x O'-b' EMBEp ' M.A.S. AT 4'-0" � 4 • ' � II ` R4 AT I '-0" X � I • � t i ' � Q PLATE WITH (2)-5/B" m X 6" #6 AT I '-4° � ,. C 4'-0" m F �� # ' ------ , hiORIZONTAL Q . � "I V2' GOMPOSITE SLAB �` H.A.S. AT 4'-O" (BEYOND). I 6 AT I '-4 ' 1 4' 4 " HORIZONTAL 4 „ a , 4 � .�' ON METAL DEGK I «5 AT I '-O" X 4'-O" � i � STEEL BEAM RE : PLAN - �„�� � �' ��G�� K4 AT I '-O' X _ � �_��� �E~SHEEN 531 ANND 53� 2 �� �E : PLAN � � - BEYOND 4 RE : SEGTION I/SI . I M6 AT I '_4 " � � �• 4• �^ Q I . � � m S E C T f 01�1 4 �ERTIGAL � � X TS 3X3XI/4 HAkGER � 3/4' = 1 '-O' xb AT I '-4" •� ) • � � � � � � � SrEEL BEnM rzE� aLAN r�� rH d I I/2" ISOLATION HORIZONTAL a � I �, �' 9 " � � JOINT 4" ' 4 " 3/8' STiFFENER PLATE AT 3'-0" [� � � MATGH VERTIGAL B (AND AT HANC�EW _ Wn � ry Y i REINFORGING �— GONGRETE SLAS W� TH O - - - j � � REINFORGING ON GRAVEL 5/8 " I '-O" � 4�'�„ I W I ; BASE RE: PLAN +t5 AT I �_�" X 4 �_0�� � Z J1 a \ p �X4 KEYWAY � b" STONE VENEER AND 2 " � � EXTERIOR � � I ' STONE GAP RE � ARLH. x4 AT � '-O" (VERIFY WITH RE� PLAN � ' _ Moy � _ x _ F _ Y MA�It� FOR STONE VENEER � � � METAL STVD I/2" I� LATIOIV �� ;a I �. � WALL RE� FOOTOIN6 � � STABILIZATION i i M6 AT I '-4" X JOINT - _ - I � o�: ov ..,. o�: cr . _ . 0�: sr . �c; D�: nv. SGHEDULE }� � }��o,�� i.IOoP.Q::J:�o;'.J i f.5o p„ i i i T I ^ • � � L SXSXS/16 EDGE 70PPING SL.AB (4 I/� " i i »5 (GpNTIN10U5) r— GONGRETE SLO.B WITH � _ . AN6LE CGONTINUOUS) � �� MAXINNM) WITH i i � 9 � '' � REINFORGIN6 ON GRAVEL a I .t F+EP.TING RE� ARGH, i I i� B/�.SE RE � PLAN • � � �X4 KEYNIAY � � • . 6 " GNAI STONE VENEER � � ' ' � � � fV (V O � •�' �� n • SUPPORT FULLY GR�U'fED � i •. � RE� PLAN ' _ r a�_ � _ Y _ R _ Y \ I C3I-�b �\ O O O O O O O � TOP OF .• n.; `:.z} '> O•. GY.° O•IO ° O•. OY• � � • � GONTIIVUOUS Q '� —x — —� � —rx — a ` • — — — ry FOOTING � ::<i�.-YG�o�.0,Q�0o°.QQ'Qo°A.� FAGE OF WALL \\ FAC. E OF WALL �•:\ r ^l RE: PLAN • (- - - - - - I I I - I I - ° . - v + L 5XSx5/I6 OR ' � 1 � 1-�H � � ��, ,� I � � -� �- r - . � (0)-5/8°m X 4" H.A.S. � (10)-5/H"G� X 4" H.AS. —' L 'IX4X3/8 CGONTJ = � - I - - - -�I I I- I� � ���-� � �� � � ' •. ° . , . � II� I � - � � : � • G PLATE 5/B" x B" x I '-4" O � � � � � ���=L- � � � � � �_��._ i � � ', � 1=- I —I — I L—� I I I j—I �—I i � . o D PLATE 5/H� x s° x i �_e° S E C T f ON � _ x ��� _�-� � -��'�_�_ , � II I , ,-� � � - - � II �� � —�� I � � � � � �—� � �lll—L � Z 3-12 . r 3/4. _ � ,-0. Q I �— � �—� �i !—� i . 7' C3I-Mb � RE : PLAN F ..� �=�_����—III— � I _ � g �� 4 '-0" GONTINWV�..a � ` �I I �I I l�, I , I I ji�I I �-� I �;r 1-1�1=-! I �;- _ W p - 1 . TOP OF rr-�m- � - , � a _�— I , B I 0 WA�-�- ` Y -+- xrx — tt — x —x — x— � � AT I '-O' X 4,-0„ RE : PLAN A . 0 I � � PLAN ; S � C T I Ol�l 1 � � «� '� — 1 ' 6" SrONE ' �4 AT �'-O" NEROFU WITH I O �I. , GONTI�AJOUS � �\ ' J STEEL BEAM RE : PLAN WITH L3X3X-!/I6 3/4' � I '-0' VENEER AND �° I '-O" � fGONTINUOIX' ) AND 3/8" STiFFENER Ar 3'-O" STONE GAP MASOPU FOR STONE VENEER � �� . i i RE : ARGH. � � � TS GOLUMN RE : PLAN - 3 -�� TOPPING SLAB C4 I/1" � � i i WITH BASE PLATE �4 AT I '-0" X O � � Q L SX�XS/Ib -� O MAXIMUM) WITH I I' O I' i i i RE � SGMEDULE jh \ ON METAL D051K SLAB � � 1 ED6E AN6LE j� h+EATING RE� ARGH. i �� — V � (GONTINUOUS) yI ' � A � � � � frl� � INITH REINFORGING _ - - . - K4 X � j 1 ' � + i i �\ RE : PLAN 2 '-O" 6" GN0.J �� � � ' li I ; �i A � � AT �'-B" STONE VET�R \ . '� O O O O O O � J � +�6 AT I '-4" SUPPORT � � � �� ' � i i - I " SHiM AND GROUT �3/H" x b " X O'-8" ENiBED � .-+ y - : - �x -+. T �c � � VERTIGAL PLATE WITH (2)�5/8"� X 6" � � � � � � H.A.S. AT 4'-0` I I � � �\ �� . i i / � K6 AT I �_,¢�� ' �l e �y�I �. � � � �J j ' HORIZONTAL � -I ' ' I I -� � II I - � / � � I I-� � � � �- -� ��--� � � � _� TTT- I �I� � 4 • 4 L 5X4X3/H �NTJ � .�fl� � .1!- - 11� ' � �— � —I I I-1 � —I � �— I I-1 I I—I I � I �=I I —� � —� � I I . � S E C T I 01�1 � � ` �����u�=���u- � - ; i � ae, secnoN irei .� - -- -' Q � II II—i!,�I I—III�II --III_ I III�� i � �-_ - . � RE : PLAN E ��=1 ll�-!ll- � �_� i I Ii! I I-�-1 i I . 1 � i i ' , . • , 3/4' = I '-0" � . � TOP OF li i���ii���� � ��� ���-� �i ��� � ��� � i a , �_ � � W A L L F _ N _ x _ Y - [ -x x X �+x � K "'_ x I� � ° • ' � i , LSKEWED STEEL BEAM /� �� �i . 4 5�8N_�?-� I RE� PLAN � . I . � . � , 6 „ e„ i I i «� -xv � i i EXTERIOR �Nb�� � I I � �� • . I i � METAL STUD � ��� �5 AT b" ftDDITIONAL �YWGROVWTED 8' b" STONE VENEER AND 2" TOPPING SLAH � � WALL RE� REINFORGIN6 (IN DEGK � � F� ' (4 I/� ' MAXIN1UMI i i SGHEDULE �� FLUTE�.�) � (g�A ATOP I . i � r STONE GAP RE : Af2GH. 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