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PRJ10-0039 B10-0015.pdf
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' _ � li� ■ • .. � �- � ��II a� �� ��� �. � . ,, . , , ' �-..:- . .�.� � . . �' �:i. ""?' . - ��� I •� �� �� I���i11���Elllo o,,.- ¢��.i i� -y� . . . . . , . �Uk� � � - � ti•� -- � i �� ��� ��I�@I �I � • ' ' ` ' � • � I�@ � _ ' �� ■ � r � � �� � . � . `1 � 1 � - � - � � � � , -.,. � : , � '_ � - � � . � . . . . . , ; ���� _. � � si: ; , , ���� � � � � ' f ' • ' � ' '�• : • � � e, � � �'� ' � , � �__._ �� __ _ ��� . . , . . � , I�' � ■_,_ .. � - • • � ;� � - _ _ , ,w- .� r..� .�. �.� . .�,� - : � � '�i � 1 � �� � ' • � • ' ' • ' ` ` �: o r 1 �, ; 1 • • • � : � � . : � � • o .- ��• • .. i � � � � � � " " • 1. 11 1 , _ : SECTION 712. PENETRATION PROTECTION: PROJECT DESCRIP110N ' MATERIALS AND METHODS OF CONSTRUCTION USED TO PORTECT THE PROPOSED SOLARIS PROJECT SITE IS LOCATED AT 143 EAST MEADOW DRIVE THROUGH PENETRATIONS AND MEMBRANE PENETRATIONS SHALL IN VAIL, COLORADO. THE SITE IS BOUNDED BY: COMPLY WITH THIS SECTION. � • THE SOUTH I-70 FRONTAGE ROAD ON THE NORTH � • EAST MEADOW DRIVE ON THE SOUTH (ADDRESSED SIDE OF THE BUILDING) � � • VAIL CENTER ROAD ON THE EAST SECTION 713� FIRE RESISTANT JOINT SYSTEMS: . � AND ADJOINING PROPERTY ON THE WEST � • � � Arch�t tS : SEPARATED USES r THE BUILDING WILL CONSIST OF A 7-STORY ABOUVE GRADE ON THE NORTH SIDE AND A 9-STORY ABOVE GRADE ON THE SOUTH SIDE. THE TOP FLOOR IS 65 2-HOUR MIXED OCCUPANCIES SEPARATION ON THE BASEMENT� 1ST FEET ABOVE THE ROAD ACCESS ON THE NORTH SIDE AND 92 FEET ABOVE THE AND 2ND FLOOR LEVELS, ACCORDING TO ADMINISTRATIVE MODIFICATION ° PLAZA ACCESS ON THE SOUTH SIDE. BY THE DEFINITION IN SECTION 403.1 OF REQUIREMENTS THE 2003 IBC� THE BUILDING WILL BE CONSIDERED A HIGH-RISE STRUCTURE , SINCE THE HIGHTEST OCCUPIED LEVEL (LEVEL 9) IS MORE THAN 75 FEET (92 3-HOUR SEPARATION OF THE LOADING DOCK FROM THE LEVEL 3 AREA ° FEET) ABOVE THE LOVEWST LEVEL OF FIRE DEPARMENT ACCESS ON THE SOUTH � SIDE (MEADOW AVENUE) OF THE BUILDING. LLL�IDENTAL USE SEPARATION 2301 B�AKE ST.,STE.#100 � , APPLICABLE CODES - NOTE:� TABLE 302.1.1 , DENVER,COLORADO 80205 : THE SOLARIS PROJECT STARTED WITH THE USE OF 303.861.8555 F.303.861.3027 � THESE REFERENCED CODES. TOWN OF VAIL HAS ADOPTED THE 2Q09 ICC SERIES. THE DESIGN TEAM REQUESTS CONIINUED USE OF THE CODE REFERENCES. CdRRIDORS 0225 MAIN STREET. UNIT C101 2 EDWARDS,COLORADO 81632 2009 INTERNATIONAL BUILDING CODE (IBC) SECTION 1016� CORRIDORS: 970.926.8960 F.970.926.8961 - 2009 INTERNATIONAL FIRE CODE (IFC) ONE-HOUR CORRIDORS ON RESIDENTIAL FLOORS (LEVELS THREE I 2009 INTERNAl10NAL MECHANICAL CODE (IMC) THROUGH EIGHT) ��I 2009 INTERNATIONAL PLUMBING CODE (IPC) : 2009 INTERNATIQNAL FUEL GAS CODE (IFGC) SECTIONS/TABLES 302.1.1 & 302.3.2: 2009 INTERNAl10NAL ENERGY CONSERVAl10N CODE (IECC) 2003 ANSI 117.1 1-HOUR REDUCTION FOR FIRE SPRINKLER PROTECTION DOES N�T TOWN OF VAIL AMENDMENTS APPLY TO TABLE 302.3.2 OCCUPANCY SEPARAl10N REQUIREMENTS AND 2008 NAl10NAL ELECTRIC CODE (NEC, NFPA 70) NON-SEPARATED USES ARE NOT ALLOWED ACCORQING TO THE , 2002 NFPA 13, STANDARD FOR SPRINKLER SYSTEMS ADMINISTRATIVE MODIFICATION. 2002 NFPA 72, NATIONAL FIRE ALARM CODE I, OCCUPANCIES DWELLING UNIT SEPARATION >;: r : SECTION 303.1: GROUP A-1, MOVIE THEATER SEC110N 708.1: ... :::;::;. < SECTION 303.1: GROUP A-2, RESTAURANT & LOUNGES � SECTION 303.1: GROUP A-3, GENERAL ASSEMBLY AREAS 1-HOUR FIRE PARTITION SEPARATION BETWEEN THE INDIVIDUAL SECTION 304.1: GROUP B, GENERAL GROUP R-2 DWELLING UNITS. 2-HOUR WALLS FOR SOUND E N G I N E E R I N G ', SECTION 309: GROUP M, MERCANTILE ATIENUATION ALSO ACCEPTABLE. DWELLING UNIT DOORS ARE leadership through�ngineering j SECTION 310.1: GROUP R-2, RESIDENIIAL/PERMANENT RESIDENTS 20-MINUTE RATED WITH SELF-CLOSURES AND LATCHES ; SECTION 311.3: GROUP S-2, ENCLOSED PARKING GARAGE 542�Ward Road.Suite 20� , SECTION/TABLE 715.3: prvada.Cnlorado 500�2-1838 NOTE: ALL R-2 DWELLING UNITS ARE INTENDED TO BE SOLD TO SINGLE USERS Phone:3�3-422-740� � WHO WILL NOT BE UTILIZING ANY PORTION OF THEIR DWELLING FOR LOCK-OFF ALL OTHER DOORS IN 1-HOUR RATED CORRIDORS TO NON-DWELLING Fax:3�3-422-79�� � OR RENTAL PURPOSES. RESIDENTS OF THESE DWELLINGS ARE INTENDED TO BE ROOMS ARE %� HOUR RATED FIRE DOORS WITH SELF-CLOSURES AND PERMANENT AND NOT TEMPORARY (NOT LESS THAN 30 DAYS). LATCHES. www.bcer.eom PARKING GARAGE EGRESS ISSUE/REVISION DATE NO. SECTION 406.4.2. MECHANICAL VENT1LAl10N ACCORDING TO THE 2003 IMC OCCUPANT LOAD AND EGRESS CAPACITY: PERMIT SET 10FEB10 1 SECTION 404 (IMC) 1.5 CFM PER SQUARE FOOT OF FLOOR AREA, CONTINUIOUS SEE LIFE-SAFETY DRAWINGS FOR ASSUMED OCCUPANT LOAD FACTORS� TOV RESPONSE 09MAR10 2 OR ACTIVATE UPON 25 PPM CO CONCENTRATION OCCUPANT LOADS AND EGRESS CAPACITY. TYPE OF CONSTRUC110N SECTION/TABLE 1005.1 - EGRESS WIDTH/OCCUPANT SERVED: -F TYPE I-A (LOWEST 3 LEVELS) AND TYPE II-A FOR LEVELS ABOVE MINIMUM 0.2 INCHES/OCCUPANT EGRESS CAPACITIES FOR STAIRWAYS & (PER ADMINISTRATIVE MODIFICATION} 0.15 INCHES/OCCUPAN? EGRESS CAPACITIES FOR LEVEL COMPONENTS BUILDING HEIGHT & RAMPS (WITH NFPA 13 SPRINKLER SYSTEM). p FLOORS WITH ASSEMBLY USES EXCEEDING 300 OCCUPANTS� THE MAIN - _ TABLE 503: 12 STORIES, 180 FEET (FOR SPRINKLERED TYPE 11-A) ENTRANCE WILL HAVE THE CAPACITY FOR 50% OF THE TOTAL ALLOWABLE AREA OCCUPANT LOAD (SECTION 1024.2) g TABLE 503: UNLIMITED AREA PER FLOOR QUEUING AREA PROVIDED IN THE THEATER LOBBY ACCORDING TO SECTION 1024.2. SECTION 506.2: FRONTAGE INCREASE NOT NEEDED SECTION 1009.1� ENCLOSED EXIT STAIRWAYS SECTION 506.3: INCREASE DUE TO NFPA 13 SPRINKLER SYSTEM & HEIGHT STAIRWAY WIDTH IS PROVIDED AS DETERMINED BY IBC SECTION 1005.1, NOT NEEDED BUT SUCH WIDTH SHALL NOT BE LESS THAN 44 INCHES. THESE STAIRS ARE NOT BEING CONSIDERED PART OF AN ACCESSIBLE MEANS OF -�� EQUATION 5-1: AREA INCREASE PER FLOOR NOT NEEDED EGRESS. PER EXCEPTION #3. ACCESSIBLE MEANS OF EGRESS IS BEING ��� �_ a°�� r". � ��'� PROVIDED BY ELEVATORS N0. 1, 4 AND 5. { ' �� � SECTION 506.4: MULTI-STORY BUILDING NOT NEEDED � A ;frrt �� 4ti � � SECTION 503.1.1 AND 506.1.1: SECTION 1008.1.1. SIZE OF DOORS: `�-$ . w ,-- � '� � � � '� � '. �-� � �,� �.���:. � j ..��.L.s , r��@p.�i"�r.:.�.. k MINIMUM 32-INCH CLEAR DOOR OPENING WIDTH. ACTUAL AREA PER FLOOR: �: �' �vr�°i€� � GARAGE LEVEL: 107,000 SF SECTION 1011.1� EXIT SIGNAGE: '� ,� ������ FIRST LEVEL: 78,000 SF � �. SECOND LEVEL: 72,000 SF INTERNALLY ILLUMINATED EXIT SIGNS ABOVE EACH EXIT DOOR ��'� .�Ci� . THIRD LEVEL: 57,368 SF (90-MINUTE EMERGENCY POWER). EXCEP110N 3. EXIT LIGHTS NOT s'��� ` FOURTH LEVEL: 53,637 SF REQUIRED IN RESIDENCES. - /Zdk� FIFTH LEVEL: 49,142 SF SIXTH LEVEL• 46,859 SF SEC110N 1013.3� COMMON PATH OF EGRESS TRAVEL: SEVENTH LEVEL: 39,347 SF EIGHTH LEVEL: 22,820 SF COMMON PATH OF TRAVEL WILL EXCEED 75 IN CERTAIN DWELLING NINTH LEVEL: 1,143 SF UNITS. THIS ISSUE WILL HAVE TO BE ADDRESSED VIA AN (BASEMENT NOT PART OF ALLOWABLE AREA) ADMINISTRATIVE MODIFICATION REQUEST. ACTUAL TOTAL AREA OF BUILDING: SECTION 1015.1, EXIT TRAVEL DISTANCE: (NOT INCLUDING THE GARAGE LEVEL) 420,316 SF EXIT ACCESS TRAVEL DISTANCE SHALL NOT EXCEED 250 IN THE M U BUILDING AND 400 FEET IN THE PARKING GARAGE WHEN THE BUILDING W J ACTUAL NUMBER OF STORIES: 7-NORTH SIDE, 9-SOUTH SIDE IS PROTECTED WITH AN AUTOMATIC SPRINKLER SYSIEM W J ACTUAL BUILDING HEIGHT: 65 FT-NORTH SIDE, 92 FT-SOUTH SIDE SECTION 1016.3, DEAD END CORRIDORS: � � � � � W FIRE RESISTANCE CONSTRUCTION MAXIMUM 20-FOOT DEAD END CORRIDORS iJ- CU � � � TABLE 601: TYPE i-A RATING OF FLOORS & BUILDING ELEMENTS IS REQUIRED SECTION 1023.1 EXIT DISCHARGE: � � O < ACCORDING T0: r/1 � Y EXIT DOORS MUST DISCHARGE DIRECTLY TO THE EXTERIOR AT GRADE V�� � O '..� • 3-HOUR STRUCTURAL FRAME OR PROVIDE DIRECT ACCESS TO GRADE. � O Q ♦^ • 3-HOUR BEARING WALLS � v�� • 2-HOUR FLOOR CONSTRUCTION ' SECTION 1023.6 ACCESS TO PUBLIC WAY: = Q � � • 2-HOUR SHAFTS (REGARDLESS OF HOW MANY STORIES SERVED) , � 1.5-HOUR ROOF EXIT DISCHARGE MUST PROVIDE DIRECT AND UNOBSTRUCTED ACCESS � ' Q � W TO A PUBUC WAY (STREET). J W O Cn TYPE II-A RATING OF FLOORS & BUILDING ELEMENTS IS REQUIRED ACCORDING T0: SECTION 1025, EMERGENCY ESCAPE AND RESCUE, EXCEP110N 1: '�� � J Q • 1-HOUR STRUCTURAL FRAME EMERGENCY ESCAPE AND RESCUE WINDOWS NOT REQUIRED � O , Q � r , Q • 1-HOUR BEARING WALLS EXCEPTION 5� SECTION 1025.1 FOR HIGHRISE BUILDINGS. �/� • 1-HOUR FLOOR CONSTRUCTION � � vJ v Q • 2-HOUR SHAFTS (REGARDLESS OF HOW MANY STORIES SERVED) L/QLUNTARY DESIGN FEATURE �ACCORDING TO SECTION R613.2 OF Q " � � 1-HOUR ROOF THE 2006 IRC): OPERABLE WINDOWS WITH SILLS WITHIN 24 � W ---� r/� WCHES OF THE FLOOR REQUIRE GUARD OR A MAXIMUM 4-INCH � v� � 3-HOUR HORIZONTAL/VERIICAL ASSEMBLY BETWEEN THE TYPE SPHERE� WINDOW OPENING RESTRICTION TO PREVENT CHILDREN � r Q (� Y I-A AND TYPE 11-A CONSTRUCTION FALLING OUT IF THEY ARE LOCATED MORE THAN 72 INCHES � �,. > O � ABOVE THE EXTERIOR GRADE. SECTION 711.4: r � c,`nv FIRE PROTECTION SYSTEMS � .= STRUCTURAL FRAME MUST BE RATED AT LEAST THE SAME AS - � � � THE FLOOR ABOVE. IN THIS BUILDING THE STRUCTURAL FRAME � WILL BE 3-HOUR RATED FOR THE LOWEST THREE FLOOR LEVELS AUTOMATIC SPRINKLER SYSTEM: AN NFPA 13 (NOT 13R) FIRE � SPRINKLER SYSTEM REQUIRED THROUGHOUT THE BUILDING. FIRE � N & 1-HOUR FOR THE RESIDENTIAL FLOORS ABOVE (PER SPRINKLER SYSTEM ALSO REQUIRED BY SECTION 903.2.7 (IFC). � ADMINISTRATIVE MODIFICATION) ACCORDING TO THE ADMINISTRATIVE MODIFICATION REQUEST THE LOWER THREE FLOOR LEVELS & LOADING DOCK WILL BE DESIGN � TABLE 602 & 704.8: WITH A SPRINKLER DENSITY OF 0.2 GPM/SQ-FT OVER 1.500 FIRE SEPARATION DISTANCES AND RATING OF EXTERIOR WALLS, SQ-FT & THE UPPER REMAINING FLOOR LEVELS WILL BE DESIGN EXTERIOR WALLS WITHIN 30 FEET OF A PROPERTY LINE OR WITH A SPRINKLER DENSITY OF 0.1 GPM/SQ-FT OVER 1,500 � CENTER OF STREET/ALLEY WILL BE 1-HOUR RATED. SQ-FT �rnuw vi UNPROTECTED OPENINGS ARE ALLOWED WHERE EXTERIOR WALLS � � ARE NON-RATED. PROVIDE THREE FIRE DEPARTMENT CONNECTIONS (FDC'�4) AT � � LOCATIONS APPROVED BY THE FIRE DEPARTMENT, WITHIN 100 SECTION 704.5: FEET OF A FIRE HYDRANT. o EXTERIOR WALLS REQUIRED TO BE 1-HOUR RATED ARE RATED � FROM THE INSIDE, UNLESS CLOSER THAN 5 FEET TO THE o DRY-PIPE (OR ANTIFREEZE) SPRINKLER SYSTEM REQUIRED IN THE � PROPERTY LINE. GARAGE AREA WHERE SUBJECT TO FREEZING. � � SECTION 707.4: ° ELEVATOR SHAFTS AND STAIRWAYS REQUIRED TO BE 2-HOUR SECTION 8.14.5 (NFPA 13): MAY ALLOW FOR FIRE SPRINKLER � RATED. OMISSION AT THE TOP OF ELEVATOR HOISTWAYS WHEN -� CONFORMING TO THE ASME A17.1 NON-COMBUSTIBLE PROVISIONS. 0 � ALL MECHANICAL SHAFTS SHALL BE 2-HOUR FIRE-RESISTIVE WITH SECTION 903.4 SPRINKLER SYSTEM SUPERVISION (IFC): A � 1 3� HOUR SMOKE/FIRE DAMPERS. MONITORED FIRE ALARM SYSTEM CONNECTED TO A CENTRAL i� � MONITORING AGENCY IS REQUIRED FOR FIRE ALARM. � SECTION 1 Q19.1 EXIT ENCLOSURES: a� � : EXCEPTION #8 OPEN STAIRWAY BETWEEN TWO FLOORS IN STANDPIPE SYSTEM: A STANDPIPE SYSTEM IN ACCORDANCE WITH 0 2-STORY PENTHOUSE DWELLING UNITS ALLOWE0. THE TOWN OF VAIL AMENDMENTS IS REQUIRED. STANDPIPE HOSE N CONNEC110NS ARE TO BE LOCATED WITHIN STAIR ENCLOSURES CODE SUMMARY SECTION 3006.4, MACHINE ROOMS: AND ON EACH SIDE OF A HORIZONTAL EXIT. THE STANDPIPE � SYSTEM SHALL BE SEPARATE FROM THE FIRE SPRINKLER SYSTEM. •c -° ELEVATOR ROOMS REQUIRED TO BE 2-HOUR RATED. c°n FIRE ALARM SYSTEM: A SYSTEM FIRE ALARM EMERGENCY X3 SECTION 3004.1, HOISTWAY VENTILATION: VOICE/COMMUNICATION SYSTEM IS REQUIRED IN ACCORDANCE WITH o NFPA 72 FOR DETECTION OF FIRE AND OCCUPANT NOIIFICAl10N. ELEVATOR VEN7ING IS REQUIRED, BUT MUST BE CONTROLLED TO PLOTTED o3/09/10 !'`v � ALLOW FOR ELEVATOR SMOKE CONTROL PRESSURIZATION. SMOKE CONTROL: cn°6 °. � SECTION 707.14.1. ELEVATOR LOBBY: PRESSURIZAl10N OF STAIRS 1, 2, 3� 4, 5 & 6 ACCORDING TO CHK'D BY SCR J�� = SECTION S 909.ZO.S & 909.ZO.6 OF THE 2003 IBC. �COPYRIGHT 2006 BY DAVIS PARTNERSHIP P.C.,ARCHITECTS °�a RATED ELEVATOR LOBBIES ARE NOT REQUIRED ON RESIDENTAL � FLOORS, PER ADMINISTRAl1VE MODIFICATION THAT PROVIDES PRESSURIZATION OF ELEVATORS 4 & 5 ACCORDING TO SHEET NUMBER: v.� ELEVATOR SHAFT PRESSURIZATION IN LIEU OF ELEVATOR LOBBIES. ADMINISTRATIVE MODIFICATION REQUESTS & SECTION 707.14.1, EXCEPTION 6 AND �-i SECTION 707.14.2 OF THE 2006 IBC & APPROVED � �- ENGINEERED SMOKE CONTROL DESIGN PRACTICES. � � � _ STANDBY POWER PROVIDED TO ALL ELEVATORS. -� D.P.A. 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'`,�_..�.,�---=�:, -�, �..1. .,�>,., .,� - G OWNER REVIEW 16DEC09 . � . . . � _ . . . . . . . . � . . . . - . . . . . � . � . � � � � � . � � � � � � . .� . . . � � . . � . � . . � . . . . � ��. ;i!� ���, . ) j .;;;� . .. `�1� J ;% .. . . ��„\ _---__�� .. � . . . �,--,';\ `I;` -. ,J _ `��. ,; \�\ - �, - - � ��.1._._.._...�J. � PERMIT 05FEB10 ..... _. _ -_ - ',��, � i,� ��� ,l\_ �; ��. ; µ i _ �_- _- -- � /�� ` �l �/l � . //� ��\ f` � '.` / �::�'1 � � � � . . . . . . . . . . . . . . . . . I _ _ " " _ ' _ _ . _ ' � . . . . _ ' ' ' . . . . . � . . . . . - �;�. _ !E ~ .\;� �i __ � � . .•"�, rti`l' \ _ � . � . . . . � . .. . . . . . . . . . . . . . . . . . . . . . "_- 1\. _ / �`�.- ��''_'.. _,4 _ !`,` 1i ' "�..... � �\'. __ 1 ��~ . . . . . . . � � � -�`` t: � -- �.., . % � �.� \ �---�� _ ° - - - - � ,/ --� `�= ;� - � %' '� `y' .. � � _ ;� � ._\ .`, ` _ �,, REVISIONS �. • , .. ,. ( _� -. ' (;�:_� �;�. 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Patt ,AIA .,, _ ,. , . � . .. , . ,, , - - - - - - - - - - - - - - - - - - - � _ . _ - - - - y I I " I Q COPYRIGHT 2006 BY DAVIS PARTNERSHIP P.C.,ARCHITECTS _ -� ------ -------- ----+-- --------- ----- ---------- ---------------- --- -------- ------- - ---- ------------- R' SHEET NUMBER: �` � I V 1'-1 3/8" 1'-11 1/8° 4'-3 7/8° � - L VE L 8 F LOO R P LAN � ' . � 3/ " = 1'-0" (ALL PLANS THIS PAGE) D.P.A. PRO.JECT# OC232.QO.31 O � .,,,,,'."....._..`"`", � �,i ' � , r. . • i -- --- ,� QCCh�t �5 � i � 1 7 8 3.0 ° 2301 BLAKE ST., STE.#100 ; , DENVER, COLORADO 80205 � I , 303.861.8555 F.303.861.3027 0225 MAIN STREET. UNIT G101 EDWARQS, COLORADO 81632 -- -------- 970.926.8960 F.970.926.8961 1 ( OUTDOOR SPEAKERS � _ 4 BOSE MODEL: 251 COLOR:WHITE { 5'-5" 1�_p�� � � ( ; � � � �I � ! � ; I -�- � � LIGHT i i BEGA, ODEL 2534 P AUTOMATIC SP COVER � � '• I � I (BELOW SLAB A CESS ONLY) --------- — -_— --------- - ; � � - � F IN IS H: I LVER --------------------- 6'-5 3/4" FF TO PCS MODEL: MI I-INFINITY --- - CENTE LINE . COLOR: BLACK ! � � � A ; , � „ E T _ 5 -8 i ': , - ; ; ; -------------- 1936 MONTAU K H I G H WAY BRIDGEHAMPTON, NY 11932 .' � 631.537.3555 F.631.537.0558 � � � 210 Edwards Village Blvd., Suite D-207, PO Box 878 Edwards, CO 81632 � 970.926.4151 5'-8" I J I ISSUE/REVISION DATE NO. Z O O OWNER REVIEW 16DEC09 A4.01 a o PERMIT 05FEB10 ` � 194'-7 1/4° -- ---— -------------- -- -------------- � � � � ( REVISIONS �. F�. ¢ O SPA O DESCRIPTION ' DATE NO. � Q T.I. 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WAGNER M I � PANEL GRIP DRY-GLAZE W i SYSTEM OR EQUAL, ` � DRAIN 11 1/4° MEETING IBC 2407.1.4.2 � MIN. i 10° ° ( TYP. � _ � � � � ch � � 3A °° __,._____ _ � a W - I 2'-0" � SYSTEM.UARD � � AGNER PANEL � L.L. C� GRIP DRY-GLAZE i SYSTEM OR EQUAL, Q r � � MEETWG IBC � � 407.1.4.2 , . . _ , � , , . , , � ---- ° — ---- � , ---- , _ - _ _ _ � ' ---- , , . :, : : , . ;_ . ` ` . . �. , ` - . , , . _ ` , � _ . _ _ . _ _. ,, : . . _ , _ ' . _ _ _ . _ - � , , , _ , , _ : _ . _ . . . , _ - - _ >: - . _ �, ; 0 .. � _ _ `� , : _ [] ; , _ _ . . � , _ , _ . LI HT : - ; ,: . � _ ; B GA MODEL 2288 P '. ' ', �/ , , ;_ ,,:. ,. .., . _ _ . . ': _ . -.. . _. _ _ _ _ , . _ . :. , . .. , __ .: , � t.L . ,. , , . ; ; , -: , ., FI ISH. SILVER. . . . _ t: . .. � . . . . _ : .. , : M . - _ . _ ,. .; ; . , ; <. , _ _. _ _ . , , . , � . , _ _ ., _: . _ _ , ,_ ,. ,. _ . 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UNIT C101 EDWARDS, COLORADO 81632 97d.926.8960 F.970.926.8961 ,' �, ! i I , , i I i R HI � H J T 1936 MONTAUK HIGHWAY BRIDGEHAMPTON, NY 11932 631.537.3555 F.631.537.0558 � � 210 Edwards Village Blvd., Suite D-207, PO Box 878 f�l � Edwards, CO 81632 970.926.4151 , 1SSUE/REVISION DATE NO. �' TOP�OF ELEVATOR SHAFTS 4&5 ` OWNER REVIEW 16DEC09 — — — — — — — — — — — — — — — — — — — — — — — — — 201'-10" PERMIT 05FEB10 REVISIONS I � - ' DESCRIPTION DATE NO. GLASS GUARD SYSTEM.WAGNER T.I. PERMIT 09MAR10 1 PANEL GRIP DRY- GLAZE SYSTEM OR : EQUAL, MEETING IBG F I 2407.1.4.2 � , , � - - - _.__ I STAWLESS STEEL I CLAD BOLLARD `� �� �� �. 1 1 , Q" ���,�' �� � I 3.01 3A I � J �Cd��1C�3F11�� Q 5'-1 7/8" "� ��VI�V° � 8 �� 202�$5 ,�, 3'-1 1/2" �� A5.01 ��`�S � � FD A /�d/d a Qa e , Qa a. � a . . . .. . . . . . . . ... . Q , . ' � � . .. 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UNIT C101 EDWARDS, COLORADO 81632 970.926.8960 F.970.926.8961 i 1 1/2"SANDSTONE ! �,_�.� 3/4"TEMPERED GLASS PANEL MORTAR BED ZINCE COUNTER FLASHING OVER ZINC GUTTER FLASHWG CONT. SEALANT AND DRAIN BOARD OVER GONNEGTION,ANCHOREd TO BACKER ROD EACH SIDE /`� PROTECTION BOARD BLOCKING. GLAZING ( - �::::>::;;:'�` HOT FLUID WATERPROOFING I SNOWMELT SYSTEM GUARD SYSTEM: ` / \ WAGNER PANELGRIP � �� � EXISTING DORMER AND ROOF � � � DRY GLAZE SYSTEM. 1 1/2"SANDSTONE ;>:::>;:.:::::::.; _;::;:: .<..;::;: <;::»;>. ::::;::: 3/4 TEMPERED GLASS `"'"```` :.::.::.::::.:: 2-'114"X 10°X 3/8"BENT —_ , � PANEL GUARD SYSTEM c� � . ..`: . � : SLAB . % :; >.<:>:;;.<:.:.:;: PLATE SEALANT, EACH SIDE OF � ' ` .,, SLOPED, FULLY SOLDERED ZING ALL-THREAD ATTACHMENT OF GLAZING,TYPICAL. „ , , � ., ,; ,,;; � : GLAZING SYSTEM TO BENT MORTAR BED GUTTER SLOPED TO DOWNSPOUT 1/4 DOWEL AT 2-0' O.C. ;� ;. S T E E L P L A T E 1'-3 3/4° WELDED TO PLATE. HOT FLUID APPLIED WATERPROOFWG ' , LEADER BOX EPDXY STONE CAP TO SYSTEM OVER BENT PLATE AND � BYLIN SYSTEM, LENGTH OF GUTTER 1/4"OVERHANG WAGNER PANELGRIP � �� DOWEL. BLOCKWG ': ,.��:..;.... ..: 1/4" DOWEL AT 2'-0"O.C. DRY GLAZE SYSTEM �1 -2 1/2 ! 1 1/2"SANDSTONE WELDED TO PLATE. EPDXY �� ��� ; BACKER ROD AND SEALANT STONE CAP TO DOWEL. i GROUT FILL � � HOT-FLUId WATERPROOFING SNOW MELT POOL COVER ; 1936 MONTAUK HIGHWAY ,,,�--- ZINC LEADER BOX, FULLY HYDRONIC TRACK BRIDGEHAMPTON, NY 11932 1 1/2"STONE CAP WITH �- / � SOLDERED WITH INTEGRAL 1' 6"L X 1/2"STEEL SPACER AT SNOWMELT SYSTEM 631.537.3555 F.631.537.0558 �I DRIP � 1 1/2°STONE CAP WITH DRIP HOT ; OU EC I N F , 11/2" `;_. '.: .. `=; '...:.: . ? BELOW. SYSTEMNG ` P INT RAIL TUB . ..•. . _,. . y , = 210 Edwards Village Blvd., Suite D-207, PO Box 878 � APPLY HOT FLUID ` :;°, _ ;... N n n n . . .:� .'- _,-' .-�.- . . . . . . . . . . . � . . ._;, . _ ..�. .. , . . . . . . �� . : ... .. . . : . .:..: . .. . ;. . . . . , . , � . ... :... > '.. �. '_ _ < , � 12 x 3/8 BENT Edwards, CO 81632 ; 2 1/4 X , _, ' � . ; ._ ,: , APPLIED :;:::::;:: ' ::�.'•.::.:::::::.:.:::.:.',:.;< ����1�' . �. _ . , � .. < , ':. _ ;..;.:<;<.:; ........... :::.::.::..:.:.......:. IPE WOOD SIDING o,+�Pf �F ,, � ::, , v PLATE 970.926.4151 - , , O, COUNTER FLASHING ,,,��,�i � - - FULLY SOLDERED .. . ,::.,;.:..:.:::::..:::... ..::��........:.. WATERPR FI T ,.. v �: ..,:,..;<.,. . :.;:::.:::.,.<,.>:::,::.,. .;•;:�.,.:,< 00 NG O _.>. . : � � , '':>'>>�><::;;>:::;;:>> ::.::.:.:::.:::<.;:::.:;:.:::... ,,%�;::::.;,: ::;:,.€€, ,, , ';::::;;`:.«;>„`;<:':::::>,. __ ZINC VALLEY TO ZINC - GLAZING SYSTEM � ;<:>�<:.�::::.:::.::::::: .:�:.::..:,:..::...;: CARLISLE 711-90 LAPPED ° BACKER ROD AND SEALANT , :: N. . . . , � . � . . . n .�,������,���� � '�::::':�";'�. � . . ,:::>:<:»:,,.<::<;:::>::::.. .�::..: ,�:::::: ;< DOWNSPOUT 1/2 DIAMETER WEEP HOLE :>:<,.:.�<.:::.:.::..:::. .. .: .....:.::: ..:: OVER WEATHER BARRIER ISSUE/REVISION DATE N0. ,,.. :... ...::.:>: .:: ,;::.<::::<:..::.:::.::::,:.;:.,... ., :::::.:: .: �� �� �� ...:.:::.: .:.:.:. :<.:::>;:. .;. ;.:::.<;::,.,:.::>:<.:;:,:::; .:;.., ..>.<.> : _ <•:>::�.;.,<:::: ;: . .:<:::::. : 6 3/4 X 2-1/4 x 3/8 STEEL - _� ZINC FLASHING ° ' '»` ' >:; ::>:_>:�:<. :::>; "° AND UNDER GLASS RAIL �'. v , @ 12 O.C. ---- >, � SPACER AT FASTENING SYSTEM - .-- ;�<:::: - WNER REVIEW 6DE 09 � O 1 C _ <;,l;`<;', P L VER RA K , :..: .: ..::: . : . . ,::;.:_:<::<;... �... <.: :.::...:...... .:..:.: :.< . .. ;.::;:;.<.;.. ,.;;>; , 00 CO T C .:;`: _ ,..::: ; ;:.::;:: :...: ....: :.....:.:..::>:. ;.::.. .:.: > <. .::::::. .:.::<.: <.:.;,,; : :: ...::::::.:: — _ POINTS OF H E YSTEM. <... .-..: ::.<;<:,<>r.<::::::.;:<:<?�<>::<::::;.: ;.- S O S � :T - - - >': :<:`':::;:'.;; <::::::::«'.`:::::<;-: � .._ > STEEL STIFFENER - � -- ::.:.:: >:::::<:>:<:«:::::;.:'::::>;".`;:':`;:'; ` , : ... :.::::;:::: :...,..<.;:::>.::..:::::::::>-:;�� ::::.€:�; HAT CHANNEL -. PERMIT 05FE610 RUN DRAINAGE MAT -..:. . GRACE ULTRATO EXTEND .::::;;::< ,.,::::::::::.:::::::.,...;;,:.:. •:.::: :�.;,.<.,:::�: >::::."�;<z;:...<;.: ATTACH IRON DRAIN PIPE _ c� ;.__ . „ • ;.:::>:::: ... .:::::.:::::::::::::>::>:::..;::.,::,: ,::;._: ::::>.;:: .�..:> ,_, � � PLATE RE. STRUCTURAL _::.., >, ; ::;:: :.< .:::.:.:::::.:::::«:::::<>::: ;>.«;, .,;.:. . ..,..:.:::,...::::.::::. „ ,. .. ' ' � BET AR ND ZW WEEN PLATES. VE BLOCKING AND TIE OU C . O R _.:,;;: - � ;;..:;><:;:...:.::.><:::;,:;�::;::,,,.>.<::.::..< - ;:;' ::��:::>::::>:::::>::<:::"::; :.:::., <.:<:;<.r ::::.<::::>;:::::<::;:<::<::.<::::::: � _ _. ,.. ;a.:::..:::::::::: : .:: ::::....::::<;::::::::;:::�:::>:,:: ::::_::>.:: � ;:: ::.::::::::>::.;:;,,... :..:.::.::.::::.::: ...:: � � ,_, .::.:::.::::. ::. :.:: EXTERIOR SHEATING : - SPA TUB ,>.:.<;,< : .:::::::::<�:::::::��::::::>..:::::<:>:::< DOWNSP UNT WITH �. _ INTO HFA SYSTEM AT 0 .:,: � - - � � TAWL PARAPET I S ESS STEEL ALL-T - HREAD ROD STEEL T BE RE: STRUCT RAL U U - REVISI NS �<�`>;;::: O � �'<:�>:>;�<:>>:;::::;»> STRAPPING/WATERTI HT .. . ,. . «,:.:.::::::::<;::,< WELDED T B N PLATE. G � � O E T HIDDEN FA TENER �:,,,-.,-,._— � S - DE RIPTI N DATE NO. I F ;;.�:::'::::::; SC O Z NC ROO NNE I - CO CT ON. - DRAIN B ARD VER P DETAIL HFA � - ( � O O ROTECTION BO RD _, - ( �� WAT P - ER ROOFING 3/ F RIN 4 UR G STRIPS � � � - � ( _ . ...:...:.. ::<;<:,.:.:.;<:::....::: :..,. AROUND WELD POINT. , ; ; >::.. ...:. ,>:;>_::::.:;>:::;: .:"< - - - �� ,, ,, °,, ;::;:;` ` ::::::::;:>:.:::::::::::.:....::.:::::..... "'`::. :: :>:::<:;::;:::�;;:`.::.. ' .«:::; ; �� �� �� " ( � ::...:.::::::.::::.:: ... . ...::::: :: _ 1/2 DIAMETER WEEP HOLE ;.:.:..;: :.«.>: :.. � � >, 6-1/2 3-1/4 X 1/2 BENT ( ,:_.<:::. :... ;'.::::.::::::::::::`::<::::.;.. .:.:::�s:: ;.: �• ;: - WEATH R B R - „ STONE VENEER . - �� ',. :;'.:; ::::::`":� ::::::>>;:;:<::.::'.�:��' E A RIER , ._... ,, : <._;:.: <::. :::::.. .:..:.. :.:.:::.�. ';:::::. :::;`:::::::::::<:::>::;;:,.:.:.:.. `' ._ . ,. PLATE HEAT-TRACEd STORM PIPWG . � � ;:; ::: :::::; >:.<:.< .. _ @ 12 O.C. ` ,: :::::.. ........ ........ a GLASS MAT EXTERIOR ;::>;;:< :::.< .;<: _.:;:;::::>;:>:: ::::::<::: ;..::::::;>::>:::: .<_::::::::< '•, � �_., � ;: ::::<>; <::::..:.. :: : .,,>. ,<,<:°> �-- _ � .:.:, . :::::::::::::::.::::::::::::::::::: .'.::':.%'l.: ::::.':: . . . . . :.:.:.:.o:::%:,::;:.::i:::.:.: . . . . . . . :i:i:i'.:::%. .:>:: . . . . . . a HEATHW _ : : k. S G � STEEL STIFFENER - s,,,...""'�' ��:<�_ �� � � ':.::.:. :.::..::.:...::.::.. ,:.. :;.:;:"r.; :�:�:::;:;,s: I . :?::'?:::�'> ::::�:`.`:?:?<:>:.:<.�::zs:::�:�����...><::%:::`>? ��. . . . . . s�_. �" '.:.:::.x: �tr'.<i::::..:::�':::�:"::.:n.'::':: .. .. ;:::<<::>: ;..>.:::;.:;>.;<:::.:>::::::.:::::: <:.:'.:: :`:<:::;::;::::;�:;: ;:;::::<::::<.:; PROVIDE IRON PIPE 1 1/4 PLATE RE: STRUCTURAL HFA WATERPR OFING - 1 F 0 R ROO TYPE � ELB I OWS W TH � - � Y a/°r � ° E ARQ - ;;� � t AND DRAINAG BO Q »�':; TAINLE TEEL S SS S - �"i - � ::�>: TEEL T BE RE: TR T - S U S UC URAL � � :::�;`.�:::<:.: -- _ ,. .::....::. ... ,:..::<.:.::.:<.::..:.:....:.:: ;, �<:::``><:: :>::-:<;_:::?::::;._::<.:.;. ::. ;:...:.<::: :�:;;;;:;:,<:.::.....:::: , ;,::>.; ::..::::.:..>. .:. .,.. . �. SEALANT AND BACKER ,: . ::: ......:..::: .:::: '` STRAPPING AND � .,. I � .�M"`:..::.::::.:.:`"...:::`; �C' ,� ROD , FLEXIBLE CONNECTION - , •. ..; ,-., 6��EXTERIOR STUDS WITH � . � :;;; ;::;::.:< ;::. . SC�TT Mf�rlAEL BATT INSULATION,TYP. OUTSIDE BUILDING • � _ '� PEEd/li�1 _ STONE PAVERS �, �y :. . :: : : . :' ENVELOPE PRIOR TO GLASS PANEL WEST OF HOT TUB � _ , :::: r=. PENOETRATIO 3 N. � Z���t'�f�J _ ; 3" = 1'—Q° � � � A � /-� \ a /'/ � . . . . . - d- . . . . . . . . . � � . a . Q .. - . . . . 6 � . . . . . . . . . . . . . . . . ^�\ ^ � ... . . ' . . . . . . � . � . . . . . . . � . . . . � - �d . . . . . . . �'b ` a . . d'. - . . . . . . . . / � � . . . . . . . . . . . . . 1 . . . . . . . I . . . iaJ V . . . . . . .. . . . . . . . . . - �� . . . . ' . . . . . . � � � . .. . . � . . . .. . . . . . .. � . � . . � . . . . . � . / � d . . . . Q. . . . . . . . . . . . . . . . . . . � . . . . . . . . .. , . � . . . . . . � . . . . :.::l..•yi.':i . � � . � . . . � . . . . . . . � . . . . . . . . � I . . . d. . . . . :::::1"J . . . . . . 0 d �� _ � � ... ad a _ . a . . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . . . . . . . .. . . . . :�:�:: �f:�:::' . . . . . 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':. ...<k,..,,>�:« , . ° °�d �a . .°a a ° `,-��,, ._ a - a aa o e � EAST SKIRT / ROOF CONNECTION a :,�: 5 3" = 1'-0" : EXTERIOR SHEATING .,- .. , ,.� WEATHER BARRIER � 6 X 4 STEEL TUBE SUPPORT FIRE TREATED FOR BRACKET SYSTEM. RE: STEEL TUBE � STRUCTURAL 3/4"FURRING STRIPS RE: STRUCTURAL ALL-THREAD RODS WELDED HAT CHANNEL °; � � TO HSS STEEL IPE WOOD SIDING ; ': � I � ; COORDINATED WITH . I I METAL ALL PANEL ADJUSTIBLE BRACKET BOLT FLASHING � ANCHORS,2 EA. RE: � I I STRUCT. HIDDEN FASTENER � I I W .,; O > � 1 1/2"SANDSTONE SLABS ';' I I STEEL TUBE COLUMN BEYOND ~ FIRE TREATED SUPPORTED BY BRACKETS, RE: STRUCTURAL � � � ' METAL WALL PANEL FLASHI .�,P. BLOCKING SET IN BED OF LIQUID MEBRANE (4)ADJUSTIBLE BRACKETS PIVOT HINGE � � � GLASS GUAR� SOUTH OF � PPER DECK 1'-115/8" FOR2' LONGSTONE WOODSTOPBEYOND � � 8 3�� = 1�-O�� SECTIONS PIVOT HINGE O � O 3/4"IPE WOOD SIDING / � O Q � �- BLIND SIDE FASTENED —� �„ ' � STONE EDGE Q � CONTINUOUS ALL 4 EXTERIOR GRADE Q � ,, / � SIDES OF SPA SOLID CORE -, v WOOD DOOR � � � � , POOL COVER TRACK � W �I _ O , FIRE TREATED , 3/4"FURRING STRIPS � � O SOLID GROUT . � ; O � 1/4"DOWEL AT 2'-0"O.C. WELDED � �. TO PLATE. EPDXY STONE CAP - HEADER AT ACCESS DOORS v� c.� , 1 -o TO DOWEL �,.._.�--- SPA TUB UNIT � 3° _ 'I�-0° I Q " HOT FLUID APPLIED SANDSTONE SLABS/CAP � 1 � 1 � WATERPROOFING DETAILED � � 11� � AROUND DOWEL �. • I I � SNOWMELT SYSTEM : I POOL DECK COVER � � HOT FLUID APPLIED � � WATERPROOFING SEALED TO � � EQUIPMENT �— POOL COVER TRACK / �� DRAIN BOARD <� I i STRUCTURAL BEYOND, � _ - I SUPPORTWG I � `�`i ='' ` , - - 7.5"X 2"X 3/8"BENT PLATE I r. _ � COMPOSITE DECK � I , . . ._ ., I SYSTEM. RE: STRUCT. I J SEALANTANDBACKERROD � _. � TUBESTEEL ', � { - - - - - - - - - - - - — - - - - - - - � ; � . , _ _: t � 3/4" IPE WOOD SIDING � , 194'-2 3/4" GLASS MAT SHEATHING ' 4" I BLIND SIDE FASTENED �` � - METAL STUDS � � EXTERIOR GRADE � I, POOL COVER TRACK TO BE -' HOT FLUID APPLIED -� � I : SOLID CORE � � _ _ � I I ° WOOD DOOR ( CONTINUOUS AND WATERPROOF , ' WATERPROOFING , ; ( I c" FIRE TREATED I SPA TUB STRUCTURE �— STONE VENEER .�, ` -------- ( ------------- UTOMATIC POOL 3/4"FURRING STRIPS � — ------ ------- ------ - -------- ------------- --- ------- ------- - -- , j' I i COVER SYSTEM RUBBER DOOR STOP � � I 1'-2" FRAME���MINI- INFINITY"BY PCS, PIVOT HINGE SYSTEM � INC. OR EQUAL � � i •,: I I � 20 GA. GALV. METAL, -------�... �-�_ a . ° :� �, -,, . � BENT TO SUPPORT Q a ' . . . . . . .. . . . . . . . I .. : o . daa . . � . � . . . . :r � . � . .. . . . . � . . . . . . . . . � .. . . BasE w000, � I _ � I HOT FLUID APPLIED ANCHORED TO ° ° :.... _ . � WATERPROOFING CONCRETE CURB. a ° °. a ,._ , FIXED IPE WOOD a a d o ,,.; ---------- --- ------ ---------------------- ----- ----- ------ ------ ------ ---- ------------ o , , I BASE , BLIND SIDE ° ° ° a . � — — — — — — — — — — — — — — — — — — — — — — — — ,; ,, FASTENED TO BENT ° I i METALANGLE _� ° �a ° a � a SEALANT AND BACKER ROD I `'' , . ` / - � ( 4 X 4 POOL COVER HOT APPLIED� ` ° d ° , ., . �"' GROUT SET PAVERS ' � I SUPPORT FRAMWG. � � a � � e:a. . � RE: STRUCTURAL. �WATERPROOFING 1 b.. . a � SNOWMELT - � �TURNED UP CONC.� °a � a a � - l � I CURB FROM BELOW. �� '� _ , � e CONCRETE STRUCTURAL SLAB - � � � \ti \\�� � \\� ° . a � ° a° a SLOPED TO DRAINS _ � I � � ° a .. a ,a. d a D ETAI LS � a �d e, . `,= ° � ' ( � 4 x 4 COLUMUMN a a � ° ° � a a a a Q a _ BEYOND. RE STRUCT. -0 °° ° a a aQ I . . . . . . � . . � .a .- . . _ a . . . , . . . d . , .. a°. - . � . . . . . . ( � . . . . . . � � � . . � . .a �� d' , . . . . .. � . � � ��� . . . . . d � .. Q . � - . . . . . . . . . . . . . . . � . . . . . . . . . � . . . . . . Q d . � � a . . . d .. Q.. _..d _ O .. 'lJ0. . � � . . . � . . � . .I . � . . .. � . . � . . . �� . � � . . . . . .. � . � � . � . . � .. . . . . . . . . . . . � ' .Q ' . � . . � . . . . . . . . . . . . . . . . �� � . . . . .. . .� - � - . . . . . . . . . . . � . Q d . � � . � . . -. 'a . .. .. .. .� , Q . Q d a . -0 . . . . � . . I . � . . . . . . . . . . � � . � . � . . � . . . .. . . . .. . . . . .. . � � . � . � d . a . . � � . � � . . . . . . . . . . . . . . . . . . . � . . . . d Q� , d . � ' _ .. . - . . .. . . . � . . . . . . . . � . � � � . . � .. . . . . . . ' . � . � � �� . � . . . . . � . . .Q . . . d. ' d Q � . O. � Q . . � . . . . . . � . I � . � . . . � . . . � . � . . . . . . . . . . . . .. . � . �. a PLOTTED 3/8/2Q10 10:14:06 AM , a . 6 . �', °. �. � . a. � a � _ S I L L AT AC C E S S D O O R S CHK'D BY Brian J. 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SCt PROJECT# 04-187 , _ � ` � , , _ - � _. . , _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _. _ . _ . __ _ _ _ _ __ . _ . _ _ . � _ . _ . � r�"""'_., � $ 7 8 '� $ ��� 10'-4' 6'-7' 10'-4' 6'-3' 10'-4' 6'-3' � POST 9'-25/8 7'-43/e G'-25/s 7'-43/a 9'-25/s' 7'-43/a 8�-��5�8 7�-��3�8 f � � I � � I t 3' i i 4• I � NSS6X4X%z ' � (194�-�}3I4") k Q NSS8X4x%a , � � r � f1r4.��1� 1..7 � '`, 2 (189'-8%z') � (1G2'�%a�x/4 � � � . H - : H _ _ _ N _ - _ _ _ , �� � � � �� `��'SS � i +\a �� � i . � I � � �� 4+ I E I +� �'�, � t i I �...,,, j % , � �9 M � � � _. ., ` irl '�SO��+4 . ��� ��j\ry m � , , � � i 56 24 m i � ,�„ ,�, _ . � �' ...__.� .�_.�w�..;_..,.. _.._.... _. . __..... �,.�...;_... , ,,._ _.�,�_.�.�.,��s �.,� ,��,,�.�.� �R `n i , � �, � ��� u.�ss�un����,.,�.�... %� � � 2. � �' - - - �- � '� � �% � - - - " " �_,..._. "� - - - - - - - - � BRACE 3/a iv 2301 BLAKE ST., STE.#100 �: � p � DENVER,COLORADO 80205 i r: T:O, CURB � 303.861.8555 F.303.861.3027 .� � = 186'-2` �' S6.24 �^ L6 X 4 X 3�8 c0 \ � �6.24 �, � r : x � cd � BRACE x � �.� t � .s Q225 MAIN STREET:UNIT C101 � vm �p t0 I m 1.OG20 W/ 1/z' EDWARDS,COLORADO$1632 ���� �� � v x ' � � a' x , NORMAL WEIGNT , � c�. � T.O. SLAB 970.926.896Q F.970.926.8961 � � '�` �� ,o yss u�i� � .i`\°' '. I in a�- �\� � GONCRETE (TOTAL ���,,;_tr �s� a � v tn� � .,� �� �+ � d- TNICKNESS = 2% ) = 189'-11" m `^ E �- m S`j.. � _ "�+ �!/� _ -F- Q .i I � � ; � �n , +y � � ' �� ��J � �cy /� lY2 �1 lt EDGE OF SLAB , � r i� 8' CURB a � ^ F G'o Q � P� � v � /� �1 , � � � 3 SIDES �` ' ^ � p � O � �' � p S6.24 W8 X 18 Q p av � � - _�__ � - - - - - - ��. (192'-5%z') � T.O. SLAB � ' NSS12 X 4 x%a +�a 2 +, � �' (192'-512') X° a 1.5VL18 W/ 2° i : _ 192'-9„ 6' CURB �- � v� NORMAL WEIGHT 5 � ��+��. I x� �; CONCRETE (TOTAL �: S6.24 �,.� � � Ca �'� � TNICKNESS = 3%z') 3' � � � � v,� �v. . '� � ' � � W8x18 = - - - - - - - �----�- . ' --�- - - - - - - - - - - - - - - . . � � . . .. �. . . .....m. ._ ..'�",�,"w�>...._....��....W�.,_...._.._,...� >.,:�._�.���: � � . . . . . 3 ��P ) ♦P . . .. ,.,. , . , ,. .. .� . . . . � NSS5 X 5 x /8 + ��q2�-5�z�� + SLABS NOT SNOWN � � . �� � � d' N i STRINGERS +�` � +�` RE� C/S6.24 FOR SLA Q � � __ � .� RE� F/S6.24 �D� �D� INFORMATION � J _ 1'-33/a �� . �- � 6'-5" EDGE OF SLAB E � � ,,; ,1•�O�J'< �•�O�'` N N N Q Q PROVIDE %a' CAP PLATE _� p � `� AT ALL EXPOSED POSTS `n W WITNOUT A BEAM FRAMING t9 � ABOVE. W .1 - J _ _ _ _ _ � _ _ _ -- _ � � � � � 1936 MONTAUK HIGHWAY � BRIDGEHAMPTON, NY 11932 631.537.3555 F.631.537.0558 � � �210 Edwards Village Blvd.,Suite D-207, PO Box 878 Edwards,CO 81632 � E PARTIAL FOUNDATION PLAN PARTIAL Ff�AMING PLAN - PAI�TI�►L LAB PLAN g�o.9z6.4,5, %a'=1'-O" %a =1'-O" S %a"=1'-O" ISSUE/REVI510N DATE NO. � NOTES� � NOTES� � NOTES 1. BOXED NOTES �� INDICATE A TYPICAL CONDITION UNLESS NOTED OTNERWISE. 1. BOXED NOTES � INDICATE A TYPICAL CONDITION UNLESS NOTED OTNERWISE. L BOXED NOTES � INDIGATE A TYPIGAL CONDITION UNLESS NOTED OTNERWISE. OWNER REVIEW 16DEC09 2. RE� S2.43 ANDQ S2.50 FOR ADDITIONAL ROOF FRAMING INFORMATION OF EXISTING CONDITIONS. 2, WELD I-ISS MEMBERS ALL AROUND AS SNOWN ON 2/S6.24 U.N,O. 3 2. RE� S6,25 F012 GENERAL NOTES, DESIGN CRITERIA, MATERIAL SPECIFICATIONS, AND SPECIAL INSPECTION REQUIREMENTS. � PERMIT 05FEB10 z 3, RE� S6,25 FOR GENERAL NOTES, DESIGN CRITERIA, MATERIAL SPECIFICATIONS, AND SPECIAL INSPECTION REQUIREMENTS. � 3. ATTACN WIDE FLANGE BEAMS USING TYPE S-1 CUNNECTION ON 56.2 U.N.O, 4. RE� S2,43 AND S2.50 FOR ROOF FI2AMING PLAN OF SURROUNDING AREA AND ADDITIONAL INFORMATION. „ a REVISIONS 5. RE� 56.25 FOR GENERAL NOTES, DESIGN CRITERIA, MATERIAL SPECIFICATIONS, ANQ SPECIAL INSPECTION REQUIREMENTS, $ DESCRIPTION DATE NO. t .. 1'-13/a' 6'-3" � �. POST 1-I ..) : � CCD#214 14JAN10 � � I 20'-2Ya" 1� � ��� , REV. 1 29JAN10 � ( HSSl2 x 4 3 . 3 . 6'-3' ��� 1O'-4' T.I. PERMIT 09MAR10 s q RE� PLAN 3'-6Ya i l'-5/8 5'-2/4 3 � NSSB x 4 � S6.24 __� i 7'-83/8 3•_q- i 7'-4/s I I ���� � RE� PLAN 6 � OF NSS6 x 4 I I � �_ = 1q4�-�3�4° IS 1' NORTI-I OF 3Yz a NSS4 x 4 POSTS NSS12 X 4 ( d � I I \���\ i 5 il . � RE, ARCN. FOR ADDITIONAL , � € i � 4 RE� PL.4N i � II �� S6.24 INF012MATION ON HANDRAILS , I � NSS6X4 m S6.24 , II �\� 10 � AND ENCL.OSURES NSSl2 X 4 RE� PLAN ,�- i � �` S6.24 NS512x4 RE�1 2L5N" 6 ' i r. ----0 ------------- ,- , NSS4X4X%a POST � I WSX18 (I \\��� RE� PLAN I I 3 . S6.24 .� � i � DOWN TO NSS12 x 4 x/a � �L'./a TO � ( i � --------------------- - BEAM {SAME AT NSS8X4x%a? � 3'-7Ya � 1'-2' NSS4 X 4 � I � ��� 3/e NSS RISER a W8 X 18 I I � � i RE� ARCN. FOR POST NSS4 X 4 POST � � - --- -RE?PLAN--------- ' _ ! ._:.------- 1.5VL18 W/ 2` NORMAL � � � �� I I � AND NANDRAILS BOXED NOTES RE� PLAN ( �� � � i WEIGNT GONGRETE � I I I I � � � INDICATE . . � W8 X 18 I I I 3 TYP. I I i � \�\� �� ���� TYPICAL NOTES I � � I � I I � 5'-5Ya' I 4'-11' I : NSSS x 4 � ' � 3Y2 � /6 � � I 4-7 I I = i8q'-11° ---- --------------- - J ---- -== TYP. 3 � � � I I I I I I � � �� � � Structural 1.0020 W/ 1%z' i � /6 2' � �� (( \ s NSS TO RES PLANPOST RE� PLAN I ( I N5S12 x 4 I I I I NSS3 x 3 x/a I I � � � � � I � � � NORMAL WIEGHT r ( I HANGERS � � � /e I � ' - ------------- -- i = 189'-8%z" CONCRETE , 3 , _ :_ 3 „ I i I RE� PLAN � (i I � I i I ( I I I I i I �� �\ I I �\� I i " ' Consultants I I - : ; ...; � � � (2%z TOTAL) I i � 2. 1 6/a 1' 6Ya 1 6/s 2' I I - I I I I � I I ( NSS4 x 4 � N.A.S. � 4' O.C. MIN. Incor orated POST � I � , �I �� x � � � � � � I I I /,� _ I I g � � I I I I � � � ��� I I I ��v. � I EMBED R.%z' W/ 4-%z'V� RE� PLAN � i � -- ------------- -- � �� � HSSB 4 � � I � i i I� I ( I � � � � � AT EACN EMBED I I ' I I RE� PLAN i ,.. : .. .,. < � I I S6.24 I I I I �� I J 3 � � CENTER ON POST 3400 E. Bayaud Avenue #300 I � NSS5x5x /8 STRINGER I � Denver, Colorado 80209 I I I L6 x 4 BRACE (LLV) /J � I � � '/ i I I I � � I � � I I s (303) 399-5154, FAX (303) 333-9501 i - �_ I� I L 3 x 3 x/a K I C K E R W/ N S S 5 x 5 x /8 R I S E R S I � � / ' I� I ( I � 3 I TYP. Email: InfoC�?sci-denver.com I I AND R./a" TREAD SUPPORT 2' CLR. � � 3j6 SCI Job Number: 04-187 3 I ( � // I I I S6 4 N554 X 4 � � /� x �I � �( � � I � \�\ ALL STAIR MATERIAL TO � � i � � / i POST I Wgx10 TYP, / W8 18 � � I I i I I I I BE STAINLESS STEEL S6,24 - - ' I I RE� PLAN I I „ I I NSS4 x 4 POST (� � ( I \� RE� ARCN. FOR STAIR ,/ � i � 4 PLACE / L6 x 4 I I RE� PLAN � , � �i� EXTENTS 8` CONCRETE CURB N _ � � � ' BRACE (LLV} I III III 4' WIDEx6' LONG OPENING � I II RE� PLAN � III � � i � T.O. CURB � i � � I I I " / I� I i �i � T.O. CURB � � � IN STRINGER BOTTOM FLANGE � 2-#4'S CONTINUOUS � .� � 3 I i I /� I I BENEATN EACN RISER. I I t TOP AND BOTTOM S6.24 � - /,� �I � �\ I I I 7 #4 DOWELS @ 24" O,C. 2'-0' LAP AT � � I I ' (i � 4" WIDEx 4' LONG OPENINGS � S6.24 EPDXY'D INTO (E} SLAB � ;,. CORNERS� T.O. CURB I I IN STRINGER TOP FLANGE � � i � l � � � :. T.O. (E} SLAB � � BENEATI-I EACN RI5ER AND � IN R.3/a' TREAD SUPPORTS T.O. (E) SLAB _. i _ � T.O, (E) SLAB AT EACN RISER � LEVEL 8 v - LEVEL 8 • -� � ' � ' LEVEL 8 �' � = 184'-6" = 184'-6" � i = 184'-6' - - �- W T,O. (E) SLAB _._. _... ._ .� _.._ _. O . , LEVEL 8 -- SIM, AT 6' CURB /�' � _ --� _�g4-6= � - � � � � D ,2-=,�-o• ,2-=,�-o- � ,z-=,�-a- �,4-=,�-o- Q � � � � � '^^v�r WELD ALL-TNREADED .� � O BENT PLATE 3/a' i � a STUDS TO FACE OF 7 � O �'^t � RE= ARGN. FOR H5S FOR MOUNTING Q I�J - �. EXTENTS � BRACKETS AS REQUIRED. � �'�/' `��'� I HSS3 x 3 x/a WELDED TO NSS6 X 4 BEAM MOUNTING BRACKETS TO �.L � � NSS BEAMS AT EACN END. R E� P L A N B E L O C A T E D B Y � � � � ' FASTEN USING 0.145'� X-EDNI T.O. CURB MANUFACTURER AS � , I '��� PINS � ib' O.C, I I ' I L6x4 i i RE� PLAN i � SUPERIMPOSED LOAD OF � O � LL � HSS POST I � BRACE (LLV) �/ NSS POST � 200 PSF. ON TNE NOT � � � O � � RE� PLAN � I �/� 3 i lY2' RE� PLAN � I i TUB COVER LID O I � � I I � I �'L.3 j a'x g"x t'-O' � /e 2-12 M E T A L S T U D S � I s � � � (RE� ARCN.) N � NSS4 x 4 POST � � �` 1 I I /s 3�6 I � ,/ i , _ EMBED R./z' RE� PLAN , � � �./ I � / 2-�/s'� A325 BOLTS 1.5VL16 W/ 2' NORMAL W/ 4-%z'x 6' N.A.S. � � I ( AS SNOWN � I Q " � I I �� IN STANDARD NOLES RE� 1/S8.00 WEIGHT CONCRETE v � � 3' MIN. SPACING I W (%) � � ----- ------ 3 � 1%z' EDGE DISTANGE FOR FASTEN ING i -}-- - - I NSSS X 5 X 3/s STRINGER - /e BOTTOM TRACK T.O. SLAB � � � � � � 3' � (STAINLESS STEEL) I I T,O. CURB RE� PLAN I I 5 � �\ � � � � , � .. R E� P L A N L I G N T G A G E I I I /i b � �� � � > � CLOSURE BY =" ' . -: ,�;: : I � � fC�P � � ,, ,;; <. . ,.. .;,;, , ; ;,> ; . ; � � � DECK SUPPLIER , : . �,..;. � t i i i I \ , .,F , : , , , .,: --=-_ I m � � � � I ; ..: . . ', ; ! , � 4-3/s'� HILTI RE500-SD �...._,.._.�..........._.W._....._.._ �. ---- --------- , , ; � :,� � ', i = " . , -: ,; I \� EPDXY ANCNORS � „ ;. ` I � I !' .. . - ', ;; ' 2` � 4. i 4. i � \� (2" EMBED) STAINLESS I > ; - , � > i ; ;, � ; ; STEEL BEAM \\� \ � ' � � STEEL ' �� I �� � � �: .,` ; ,. `, � ; s � N � � � � � � � � � � �%z"x11"x11' � � � \ J RE; PLA � � I -: . • • 7 SLAB EE >' � I , .O. ) SLAB I LEVEL �_' , . , . ; T (E 2 ( O �E 2' t � W�AZN GROUT T L) � , ;; � ( g T ' � O � .� . . . . ; �_ , i � .: .: .i I ( = 184'-6" r� - - - - - V� EMBED ��z'X 8'x 1'-4" W/ 4-%z'4�X 6' I-I.A.S, RER i/S6.24 @ 4' O.G 3�6 � I � I �✓f_'"t� �l�7�7 I O �"l�� �%2��=��-�� 3/4�=��-�� �%2u= ��-Q �%2�= ��-�•• � �%2�= ��-�� 3/4�=��-�� 2 3 4 5 7 2-�/a A325 BOLTS 3_��S N O E T O �t��,��.R��i�,.�'J'�.� IN STANDARD NOLES, Q /e 2-12 PLATE � m � 3' SPACING� 1%z' EDGE : S REQUIRED BY ARCN. : �m: DISTANCE s • a RE� ARCN. RE� 8/A5.01 BENT R/a : 35�1(D : 9 e NSS12x 4 BEAM °m (.� �� RE� PLAN � NSS12 x 4 x j4 /a' HDPE WASNER PLATE 12 GA. TOP 6E,S UD� 2 9��e o.�c., � TRACK I � 2' � � Q -d `��� `� �c. I RE� ARCN. . FASTENED TO � *-�I` I I 0,�•e° t`� -- I I � 4-�/e'� A325SS BLIND 4' RE� ARCN. = I �c •�.�asa°0 � -------------- HSS4X4x/a POST � /a�x9'x10' � U � �QNAL 3 BENT PLATE I I �S'� �� I RE� PLAN BOLTS IN END PLATE STAINLESS STEEL o[ W/ 0.145'� TSl%z'x��2"X3I�6 POST I I Q X-EDNI PINS � I � • END PLATE RE� 3/A5.01 RE� ARCH. FOR I I ( ( _u W �` 16' O.G I LOCATION � � � � oc HSS5 X 5 X 3/s � � � � -------------- - �3/s"x8"xl'-O` Q � STAINLESS STEEI.. � W 3 � � � STRINGER SNOE TO . I �E) STEEL BEAM � � 3/a' TREAD L6x4 (LLV) BRACE ,,. I oc BENT �t'_ /a W/ CONCRETE v � LATE 3�16 2-12 362S162-68 I I RE� E/S6,24 �( I I � INFILL AND SNOWMELT � 3 W/ 6-#10 TEK � - � /, I � a � ;� RE� ARCN. �\ /e SCREWS AT - - U N I T 7O� H OT TU B /- � I �� �� TRIANGULAR STIFF. EACN 6' STUD �.'_3/s'x1%z"X1%z' . . .. . .: , , � � � � k?j4°x 2•x 6" � 1'-O' O.G MATCN SPAG ING TRIANGULAR STIFF. ��M I N G D ETAI LS � / � � � SNOWN BELOW PLATE � I �� �\ 3/ie 2-12 AT ABOVE � � � � I TRIANGULAR STIFF. �� � � 3 �8 `'' I � �t'_%4'X 2'X 6" @ i'-O' O.C. 3/6 2-12 � NSSB x 4 X/4 /e 3 3�6 I � NS�'J�2 x 4 x%q � 3/ 2• � NOTE� ALLOW FOR ONE ~ � ie 3/e' CAP PLATE PLOTTED MAR � 3�6 (E) 6' STUD I 6•� oPeNiN� rHROUGN TYPICAL AT POST TO TREAD �r2•= r-o• , e I � WEBS (5%a' FROM T.O.S. N 1� CHKD BY JRB TO 4 OF OPEN I NG) � �COPYRIGHT 2006 BY DAVIS PARTNERSHIP P.C.,ARCHfTECTS � i RE� ARCN, FOR LOCATION N _ , � _ i _ i � N ' . _ _ � A' SHEET NUMBER: N � �� �/a'=1'-O' 1%z'=1'-O' 1%z"=1'-O" t%2'=1'-0" RE� 8/A5.01 1%'=1'-O' ■ 8 9 1 0 I1 1 2 2 (ALL PLANS THIS PAGE) D.P.A. PROJECT# 06232.00.310 1 _ _ _ _ . ;l . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ° ;, ,. � , �.�"' ..�,,,,""""'"'�„'"' GENE�AL NOTES SCNEDULE S-1 STEEL BEAM SNEAR TAB CONNECTION SCNEDULE CLf�FD� m 1 . Design Standards. : A. I nternat i ona I Bu i I d i ng Code 2003 Ed i t i on NUMBER FILLET CONNECTION CAPACITY - ¢�Rn (KIPS} EMBED MOMENT GAPACITY � B. ASCE 7-02 Minimum Design Loads for Bui Idings and Other Structures BEAM �F ,�8.� SNEAR TAB WELD �Mn (K-INl � SIZE TNK x LENGTN ,, C. ACI 318-02 Bui Iding Code Requirements for Structural Concrete BOLTS SIZE UNCOPED SINGLE SINGLE DOUBLE kEQUIRED IF LSL NOLES ARE USED . D. AISC Manual of Steel Construction LRFD 3rd Edition (1999 Specifications) COPE i GOPE 2 COPED i � ,,,,. � /� f,.���} �� H {�. E. North American Specification for the Design of Cold-Formed Steel Structural Members 2001 Edition, Including 2004 Supplement Wg 2 5j,6' x 6' %a' 1q.o 11.4 N/A N/A 71.3 ° F. AF&PA National Design Specification for Wood Construction 2001 � 2. Gravity Loads Used in Design: ` A. Roof Live Load (non-reduci6le). . . . . . .. . . . . ... . . . .. . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . .. . .. . 100 psf for framing W10 2 5/e' x 6' %a' 1q.o 19.o N/A 7.6 71.3 B. Roof Live Load for Column Design (non-retlucible).. .. ... .. . . . . . . . . . . . . . . .. . . . ... . . . . . . . . . . . . . . . . ... . . . .. . . .. . . . 100 psf C. Superimposed Roof Dead Load. . . . . . . . .. . . . . . . . . . . .. . .... .. . . . . . . . .. .. . . . . .. . .. . . . . . . . . . . . . . . . .. . .. . .. . . . . .. . . . 90 psf W12 * 3 5/s' X 9' %a' 37.9 32.5 10.9 14.4 142.1 D. Hot Tub (Filled). . .. . .... . . . . . .. . . . . . . . . . . . . .. . .. . . . . . .. . . . . . . . ., ... . . . . . . . . . . . . . . . . . . . . . . .. ... ... .. 3150# • . . . . . . . . .. . . . f 3. S�ow Load Des i gn Cr i t er i a 5 � 2301 BLAKE ST.;STE.#100 Wl4 3 /6' x 9' /a" 37.9 37.9 20,1 24.9 142.1 DENVER,COLORADO 80205 1 . Ground Snow Load = 80 psf 303.861.8555 F.303.861.3027 2. Roof Snow Load = 100 psf. (Inludes Drift Effect} 3. Snow Exposure Factor, Ce = 1 .00 W16 ** 4 5/6" x 12' fa' 60.8 60.8 33.0 39.5 228.0 0225MAINSTREET. UNITC101 4. Thermal Factor, Ct = 1 .00 EDWARDS,GOLORAD081632 5. Snow Importance Factor, I = 1 .00 for 100 psf, (1 .1 for 80 psf code minimum (oads�. Wi8 4 5/�b" x �2' %a' 60.8 60.8 55.8 60.8 228A 970.926.896Q F.970.926.8961 4. Wind Load Design Criteria A. Bas i c Wi nd Speed (3-secand gust} = 90 mph W21 5 3/sy X 15' 5/e" 84.4 84.4 84.4 84.4 31b.5 � B. Exposure Category B , C. Bui Iding Category I I I 3 " x �g° 5/b' 108.0 108,0 108.0 108.0 405A D. Building Enclosure Classification: Enclosed W24 6 /a E. Topagraphic Factor, Kzt = 1 .00 � F. Analysis Method Used for MWFRS design: 2-Analytical W2? 7 3/a' X 21' S/e" 13L0 131.0 13L0 131.0 491,3 � G. Analysis method used for components and cladding design: 2-Analytical H. Wind Importance Factar, I = 1 .15 W30 8 3/a' X 24' S/6' 154.0 154.C� 154.d 154A 577.5 5. Concrete: A. AIl concrete shall be made with stone aggregate and shall develop the following 28 day compressive strength: Exterior slabs-on-grade... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . ... . . . . . . . . . . .. .. . ... . . . . . . . . . .40Q0 psi W33 9 3/s° x 2T 5/s' 176.0 176.0 176.0 176.0 660.0 � Walis and columns. . . . . . .. . . . . . . . . . . . .. . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. ... ... . . . .. . . . . . . . .. ... . . . . . . . . . . . .4000 psi S I ab on stee( deck. .. . .... . .. .. . . ... . . .. . . . ... . . . .. . .. . . . . . . . . . . . . . .. . . . .. . . . . .. . . . . . . . .. . .. . ... .. . . . . . . .3500 ps i W36 10 3/s' X 30' 5/e' 193.0 193.0 193.0 193.0 723.8 � � Exterior Slab on deck . .. . . .. . . . . . . .. . . . . . . . . . . ... ... .. . .. . . . . .. . . . . .. . . . . . . . .. . . . . . . . . . . ... . . . . .. . . . . ... . ..4000 psi Other concrete. . .. . . . . . . . .. . . .. . . . .. . . . . . . . . .. .. .. . . ... . . .. . ... . .. . . . .. . .3000 ps i W40 11 3/s' X 33' 5/b' 225.0 225A 225.0 225,0 723.8 . .. ... . ... . ... ... . . . ... . . . . . . . . . .. . . . . - B. All reinforcing ba�s shall be ASTM A615, Grade 60, u�less otherwise noted. Welded wire fabric sha(I conform ta � ASTM A185 or ASTM A497. Headed studs shall conform to ASTM A108 with 60 ksi minimum tensile strength and shall be .• R ' automatically machine weldetl, providing complete fusion. NOTES � C. Concrete Protection for Reinforcement (unless otherwise noted�: L MINIMUM YIELD STRESS FY� PLATES - 36 KSI, NSS SNAPES - 46 KSI, W-SHAPES - 50 KSL 1 . Concrete oured in forms but ex osed to weather or earth: 2. MINIMUM TENSILE STI2E5S, FU� PLATES - 58 KSI, NSS SNAPES - 58 KSI, W-SNAPES - 65 KSL 1936MONTAUKHIGHWAY p p 3. MINIMUM EDGE DISTANCE = 1%z" FOR ALL CONNECTED PARTS. BRIDGEHAMPTON, NY 11932 a. #5 bars or smailer. . . . . .. . . . . . . .. . . . . . . . . . . ... . . . . . . .. . .. . .. . . . . . . . . . ..... .. . . .. . . . . . . . . . . ... .. . ... ..1-1�2'� 4. BOLT SPACING = 3'. 631.537.3555 F.631.537.0558 b. Bars larger than #5. . . ... .. . . . . .. . . . . . . . . . . .. ... .. . . . . ... . .. . .. .. . . . . . . . ..... .. . . .. ... . . . . . . .. . .. . .. . .. . .. .. . .2„ 2. SI abs ond wa I I s not exposed to weother or eorth. ... ... .. . . . . . . . . . . . . . .. . ... ... .. ..3�4'� 5. STANDARD NOLES TO BE PROVIDED IN SUPPORTED WEB. 210 Edwards Village Blvd.,Suite D-207, PO Box 878 . . .. . . . . . . . . . . . . ..... ... . .. . Edwards,CO 81632 D. No s I ices of reinforcement shal I be made and no weldin to reinforcin shal I be ermitted exce t as detai (ed or 6. SNORT-SLOTTED NOLES TO BE PROVIDED IN SNEAR TAB PLATES. � P 9 9 P P 970.926.4151 authorized by the structural engineer. Reinforcing lap splices are to be a minimum of 36 bar diameters unless 7. ALL WELDS ARE TO USE E70XX ELECTRODES, noted otherwise on drawings. Wire fabric reinforcement must lap one full mesh plus 2" at side and end laps, but not (ess than 6», and 8. ALL BOLTS ARE TO BE A325-N, EXCEPT CONNECTIONS DESIGNATED AS 'SC' ON PLANS ARE TO BE CLASS "A' SLIP-CRITICAL �OINTS WITN Fi852 shall be wired together. Make all bars continuous at corners or provide corner bars of equal size and spacing. TENSION-GONTROL BOLTS. NOTE TNAT VALUES LISTED DO NOT APPLY TO THE SLIP RESISTANCE CAPACITY OF SLIP-CRITICAL CONNECTIONS. I$SUE/REVISION DATE NO. E. Detai i bars in accordance with the ACI Detai I ing Manual and ACI Bui Iding Code Requirements for Reinforced Conc�ete: 9. A325-N BOLTS ARE TO BE FULLY TNREADED BEARING TYPE CONNECTIONS AND ARE TO BE INSTALLED TO A '5NUG-TIGNT' CONDITION AS DEFINED IN F. Prov i de a I I accessor i es necessary to support re i nforc i ng at pos i t i ons shown on the p I ans. : TNE AISC MANUAL OF STEEL CONSTRUCTION, UNLESS NOTED OTNERWISE. CONTRACTOR MAY USE TC BOLTS AT TNEIR OPTION. OWNER REVIEW 16DEC09 G. Place 2-#5 bars (1 ea. face� with 2�-0" projection around all openings and re-entrant corners in concrete slabs and 10, � PROVIDE 2 BOLTS WITN 6" LONG SNEAR TAB PLATE FOR W12 BEAM AT 'SINGLE COPE 2' CONDITION ONLY. PERMIT 05FEB10 wal ls, unless noted otherwise. Pf20VIDE SHEAR TAB PLATE THICKNESS AS SPECIFIED. H. No ch I or i de admi xtures sha I I" be added to concrete wi thout Eng i neer's approva I . 11. �� PROVIDE 3 BOLTS WITN 9' LONG SNEAR TAB PLATE FOR W16 BEAM AT 'SINGLE COPE 2' CONDITION ONLY. , PROVIDE SNEAR TAB PLATE TNICKNESS AS SPECIFIED. I . Concrete wall tolerances shall be as follows: REVISIONS P I umbness - ent i re he i ht of wa l I . . . . . . . . .. .H 500 12. SEE DETAILS BELOW F012 ADDITIONAL DETAILING REQUIREMENTS. THE ENGINEER IS TO BE NOTIFIED OF ANY FRAMING CONDITION WNIGN DOES 9 " " " " "" " "" " " " " " " " " " ' " """ "" " " " " " "" "' � NOT MEET TNE CRITERIA PROVIDED EITNER IN TNIS SCNEDULE 012 ELSEWNERE IN TNE DRAWINGS. DESGRIPTION DATE NQ not to exceed. . . . . .. . . . . . . . . .. .. . .. ... .. . . . . . .. . . . . . . . . . . . . . .. . . .. . ... ... . . . .. . . . . .. . .. . ... . . ..1�2�� 13. N/A INDICATES CONDITION WNERE CONNECTION FRAMING TYPES OUTLINED IN TNIS SCNEDULE DO NOT APPLY. REFER TO PLANS AND DETAILS FOR �° P I an A( i gnment. . .. .. ... . . . . ... . . . .. . . . . . . ... .. . .. . .. . . . . . . . . . . . . .. . . . . . . . . . . .. . . . . .. . . . . .. . . . . . ..-1�2" to +1�2" ALTERNATE CONNEGTION FRAMING AT TNESE CONDITIONS, WNERE APPLICABLE. T.I. PERMIT 09MAR10 Wal l thickness. . . . . . . . . . . . . . . . ... . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . ... . . . . .. .. . . -1�4'� to + 1�2" 14. AT CONTRACTOR'S OPTION L4x3� x3 BOLTED - BULTED CONNEGTION MAY BE SUBSTITUTEb FOR WELDED SNEAR TAB CONNECTION SNOWN. Variation in size & location of sleeve & blockouts. . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . -1/2" to +1/2" h /a J. Ailow for additional concrete thickness to compensate for structural�member and formwork defiections. - . 6. St ee I : UNC�PE� A. AIl structural steel shali conform to ASTM A36 except wide flange shapes which shall conform to ASTM A992 (Grade 50), pipe b sections which shall conform to ASTM A53 (Grade B}, and HSS sections wnich shall canfarm ta ASTM A500 (Grade B). �yz- _. u B. Structura) steel shall be detailed, fabricated and erected in accordance with the AISC "Manual of Steel Construction." G. Provide connections as detailed. Alternate connection details of equal capacity may be considered, provided they are submitted along with calculations. Alternate connection detail drawings and calculations which are submitted must STEEL BEAM be stamped and signed by a Colorado Registered Professional Engineer. RE� PL.AN D. A! I welders shail have evidence of assin the AWS standard ualification tests, and have a current certification. � W CO�UMN � I ��Ze P 9 9 f W OR NSS y I E. Minimum weld size shall not be less than 3/16" continuous fillet weld, unless noted otherwise on the plans. COLUMN � SNEAR TAB � � F. Connections made with high strength steel bolts shall conform in all respects ta the AISC "Specifications for Structural FRAMING CONN. �. Joints." � W COLUMN ` : 1 . Ali high strength steel bolts shall conform to ASTM A325 and shall be installed to a '�snug tight" condition, unless � I noted otherwise. �3' MAX. TO WELD � 2. AII high strength steel bolts indicated as "tension control" bolts shall conform to ASTM F1852. 3' MAX TO WEL.D y2 I �Y2 c Note that "tension control" bolts shall be used only at specific locations indicated on the drawings. �" J t r u e t u r a l G. Anc hor ro ds are to be s traig h t, A S T M F 1 5 5 4 3 6 ksi , un less no te d o t herwise. c 0 n s U � t a�''� �S H. Instal I al l required bridging and related miscel laneous steel prior to instal l ing deck. T Y P I C A L B E A M T O A L T E I�N A T E B E A M T O C O L U M N � n �O r O r a t e d I . Steel Deck: � 1 . A l l s tee i dec k s ha l l be erec te d in accor dance wi t h t he speci fica tions of the Steel Deck lnstitute. G O L U M N C O N N E C T I O N S W E B E X T E N D E D P L A T E C O N N E C T I O N 340o E. ea�y aud Avenue #300 2. S teel deck capacities are based upon published data by Vulcraft. Steel deck by other manufacturers may be Denver, Colorado 80209 supplied in lieu of that shown provided section properties are equa1 to or greater than those of deck specified, �' � {303) 399-5154, FAX (303) 333-9501 V I�V�� �0�� � �I t VV�� VO�� L DO�p�� �O�G EmaiL• InfoC�sci-denver.com and if approved by the E�gineer. SCCJob Number: 04-187 3. Deck gages shown on the drawings are to be considered minimum. The deck supplier shall provide the required deck gage based upon the Ioadings shown above and the actual number of spans resulting from the final layout configuration. M 4. Contractor shall provide alI additional framing as required for openings through deck larger than 6". 6' 6� 6' �"�"� 5. Steel deck shall be fastened to supports as indicated on plans. MAX. MAX. MAX. � 6. AII structural framing necessary to support deck edges not shown shall be L 3 x 3 x 1/4. 7. Deck supplier shall provide metal closures as required to form slab edges, unless noted otherwise. � � J. Fireproofing considerations (Re: Architectural plans for building classification}: 1 . AIl columns, beams or bracing connected to columns are to be considered as primaty framing members. X .N X X 2. AIl horizontal framing members are to be considered restrained or unrestrained in accordance with ASTM E119, Table X3.1 . �� � � �� �� � � 7. AIl dimensions on structural drawings shall be checked against architectural . � 8. Engineer�s approval must be secured for all substitutions. TRIM BOTTOM F�ANGE AS REQUIRED � � 9. Verify all openings through floor, roof and wails with mechanical and electrical contractors. - TO ACCOMMODATE # OF BOL.TS � 10. During erection of the building, the contractor shall be responsible tor temporary bracing to withstand all loads to which ' ' SPEGIFIED ' - � the structure may be subjected, including lateral loads, stockpiles of materials and equipment. Such bracing shall be left 3' MAX. TO WELD 3" MAX. TO WELD 3" MAX. TO WELD = � (� in place as long as may be required for safety and until all structural framing and diaphragms are in place with Q r connections completed. � � 11 . Do not reproduce contract documents, copy stdndard printed intormation, or use electronic CAD files as the basis for shop drawings � except as noted in the nElectronic File and Document Control Procedures" notes on St .00. TYPICAL BEAM TO BEAM GONNECTIONS � � O 12. Special inspection shall be in accordance with Chapter 17 of the Building Code for the following: O ♦^ A. Structural steel construction, Table 1704.3. � Q v J � B. All shop and field weldin9• NOTE� C. Structural steel detai Is. L EMBED IS TO BE DESIGNED BY PRECAST CONCRETE EMBED FL'. BY � Q � - D. High-strength steel bolted connections. SUPPLIER AND DESIGNED FOR TNE SHEAR PRECAST SUPPLIER � � � � GAPACITIES INDICATED IN TNE CONNECTION � J E. Structural concrete construction, Table 1704.4. SCHEDULE FOR UNCOPED CONDITIONS, � F. Sprayed fire-resistant materials. 2. LSL NOLES MAY BE USED AT TNE CONTRACTOR'S O � 13: Significant permanent equipment sizes, weights, and locations are indicated on the drawings as provided to the engineer during OPTION. IF LSL HOLES ARE USED, TNE EMBEDS MUST • z � ,J O design. Changes in sizes, weights, or locations must be submitted in writing for review by the Structural Engineer. Required BE DESIGN FOR TNE MOMENTS INDICATED W TNE � ♦^ supports or braces not shown on the drawings are the responsibility of the equipment supplier. SCHEDULE. ' I � � O V J � r � 14, All steel or steel connections permanently exposed below grade shall be coated with a zinc rich paint or an asphaltic mastic. � � 15. Conduit to be 6uried in elevated slabs shall have an outside diameter not greater than 1" and shall be spaced no closer than 1 '-6° ^ o.c. Conduit buried in topping slabs on metai decks may be placed directly on the deck surface as long as the position of ; SNEAR TAB CONNECTION � Q reinforcing is not altered. Conduits buried in cast-in-place structural slabs must be placed within middle third of slab thickness. RE� SCHEDUL.E W �--� In addition, 3/4" minimum clear cover shall be maintained to all expased surfaces of the slab. � r Q 16. AII powder actuated fasteners(P.A.F.'s) indicated in the drawings shall be 0.145° diameter NILTI X-DN1 pins or approved equal , � u.n.o. P.A.F's to be installed in accordance with supplier's recommendations and specifications. � � 17. Explanation of section designated used: TYPICAL BEAM TO EMBED PLATE CONNECTION � r ` SECTION IDENTIFICATION � X � S- � � SHEET LOCATION OF DETAILS 0 : � ; � o���� ���,� asoeaao �.1+ C�����Q y g�°��` � � � � � . � � . . . � . . . . � � . . . . � � � . . . . . . . � � . . . � � � .� . . . � . . � � . �� m e . � 5��� �� . ; , . . . � . - . � . . . . . . � . � � � . . . � � . . .. � � . . . . � . . . . . . � . . . . . . . . . .. . . . . . � .. . . . . � .. � . .. � . � . �� . . � . � �i-3� J'�r�� a���� � . �.�,�sS;ONA�E��\� UNIT 701 HOT TUB GENERAL N4TES AND SCHEDULES PLOTTED MAR _ CHK'D BY JRB 8 COPYRIGHT 2006 BY DAVIS PARTNERSHIP P.C.,ARCHITECTS A I SHEET NUMBER: , 'v ■ (ALL PLANS THIS PAGE) D.P.A. PROJECT# 06232.00.310 ' _ _ _ ' , ` . _ , . : AIR OUTLETS AND INLETS � : ` ` _ . MANUF _ , : : _ .. lYPE �F TYPE t�F FACE CFM RANGE , , . _ . , _ . _ - , DESIGNAl1l7N MOdEL , REMARKS . � _ _. -: . -. , - „ ._ - . UNIT , SERVICE DIMENSIDNS NECK SIZE: a _ _ NUMBER _ , � � - _ _ _ � ; _ LINEAR 2-SL�T SUPRLY 2 FOtJT SEE PLAN 1 � � _ .. 4 LS A . TITUS M L-39 � � � /�1t"Chlt tS � , - : - , : � _ LS B TITUS ML-39 LINEAR 2-SLOT SUPPLY 4:FOOT SEE PLAN 1 : . � ' ' _ : S , , L S-C : . TITUS ML-39 LINEAR 2-SL�T . SUPPLY 6 F�tT EE PLAN 1 _; '_ � , _. _ _ , , � , _ _ -S OT _ SUPPLY 3 FO�T - SEE PLAN 1 . . _ . . , LS D TITUS ML�9 . LINEAR 2 L _ , : , , � , _. _ � - _ , 2301 BLAKE ST. STE.#100 LS-E ARCHITECTURAL GRILLE LINEAR SUPPLY SEE ARCH: DWGS. SEE PLAN 2 , . , ' , , � ) _ _ DE VER,COLORADO 80205 _ - , - _ . _ ' � N ,. - , , ARGHITECTURAL GRILLE : 303.861.8555 F.303.861.3027 , . _ S- - LINEAR SUPPLY SEE PLANS `SEE PLAN . - , L F - . - , , _ MODEL AG10 �. . , _ ,_ ' .:, . , 1 1/2 SL4T. SEE. 0225 MAIN STREET UNIT C101. ' > SEE PLAN ,_ LS-G TITUS FL-HT LINEAR, 1-SLQT , SUPPLY . ; EDWARDS,COLORADd 81632 � , : _ _ ' , DWGS FOR LEN�TH _ . . F. 0. . , _ -SLC'�T EXHAUSTIRETURN . 2 FOt�T _ SEE PLAN 1 _ LR A. TITUS MLR�9 LINEAR 2 ' 970 926 8960 97 926 8961 , _ _ _ , _ LR-B TITUS MLR�9 LINEAR 2-SLC1T EXHAUSTIRETURN 4 FOC3T SEE PLAN 1 , . ' _ _ , - LR C TITLIS MLR-39 LINEAR�-SLUT EXHAIISTIRETURN 6 FOOT SEE PLAN 1 _ `. , _ ` 1 112" SLQT SEE a ,. ; - , _ LR-D ARCHITECTURAL REVEAL - EXHAUST/RETURN ' SEE PLAN 2 ,. DWGS F(7R LENGTH � _ ' . . , _ _ CEILING : , CQA 11TUS PSS SUPPLY 24x24 SEE PLAN ; - , RERFQRATED FIaCk + Kurtz Inc. , , - . . CEILING , , _ , _ ,. , ' _ CC?-B 71TUS PSS _ S.UPPLY 1ac12 SEE PLAN 405 Noward St:,Suite 500 < _ , PERFaRATEa _ San Francisco; CA 94105 � . , _ - . Tel:. 415 398 3833 S - - �F SIDEWALL SUPPLY SEE PLAN SEE PLAN R B TITUS 2� L 5 . x - , _ - . Fa 415 433 311 ; , _ _ _ _ _ CEILING ' ER-A TITUS PAR EXHAUSTIRETURN - SEE PLAN SEE P.LAN PERF�RAT Ea _ , ; _ ` E - R B TITUS 3FL SIDEWALL EXHAUSTIRETURN SEE PLAN SEE PLAN _ � A�paq ampmy . , 4 �W � : CEILING ECrA TITUS RAR. EXHAUST/RETURN SEE PLAN SEE PLAN _ . _ ' PERFaRATED ` _ _ _ _ LA SEE PLAN , _ .. _ EG-B 11TUS 3FL SIDEWALL EXHAUST/RETURN SEE P . N , , _ _ ' . E�A TITUS 5DF ALL AL:L SEE PLAN SEE PLAN _ ; _ _ _ _ � - _ . -. _ ; - , _ _ _ REMARKS' - _ _ _ , , ON-I SUCATED PLENUM MP 39. . ISSUEIREVISION DATE N0. 1.VI'ITH.LINED PLENUM MPI-39. FC7R EXHAUST LINEAR SLdT USE N N ' _ ` : _ _ D CHITECTURAL DIFFUSER. _ 2. PRC�VIDE LINED PLENUM BEHIN AR : _, , : , . ' ; : , _ ` ' TOV UPDATE 19DEC08 3 , _ , , . ISSUE FOR FERMIT 02FE609 4 . ' _ _ SPLIT SYSTEM SCHEDULE - ToveERMirs�r- osMARO9 s _ : _ - _ _. EVAPORATOR _ AIR COOLED C�NDENSER . . _. ENERGY. . ISSUE FOR PERMIT ` 06APR09 6 ,� , - _ OOOLING . HEATING , : EFFICIENCY REMARKS - MODEL. . L�CATION/ VOLTAGE/ WEIGHT EMERGENCY MODEL GAPACITY VOLTAGE/ WEIGHT EMERGENCY ---- : ESIGNATIdN FLA MCA _ DESIGNATION CAPACITY CAPACITY FLA MCA D , _ - _ _ NUMBER SERVICE ; _ PHASE {LBS) PQWER NUMBER. . (BTUH) PHASE (LBS} POWER (SEER) , TOV.UPDATE ' 05MAY09 7 ` . ` BTUH BTUH : { ) � } . _ , _ _ : MITSUBISHI P1 ELEV RM/ MITSUBISHI _ _ : ,. AG1 30,Q0� NA Q.43 1 208/1 53 Y . . ACG1 3d,000 '12.75 25 208l1 1�i Y . 13 1, 2, 3,4 UNIT201 PERMITSET 07JUL09 a , , PKA A3QFA ELEVATOR 1,2 PUY A18NHA _ . MITSUBISHI TOV UPDATE 31JUL09 : 8 MITSUBISHI RM.355/ , ACr3 : 34,2(10 NA 0.52 1 208/1 62 Y ACG3 34,ZOQ 12.75 25 2Q8l1 '163 : Y '13.1 1, 2, 3, 4 . , p, - _ - : PKA A36FA ELEVATOR 3, 4 PUY H36NHA _, 6 MITSUBISHI . RM 355/ MITSUBISHI , TOV UPDATE 130CT09 9 AC-6 34,200 ,t�lA 0.52 . '1 208/1 62. Y ACG3 34,ZQQ 12.75 _ 25 248/1 163. Y 13.1 1, 2, 3; 4 ' `, PKA A36FA ELEVATOR 3, 4 PUY A36NHA , _ - . ' _ , , TOV UPDATE 20JAN10 10 MITSUBISHI RM 2171 MITSUBISHI , , 1 208/1 53 Y ACG4 24 000 12.75 18 208l1- . 163 Y 13.5 1, �, �, 4 AG4 24,000� NA' d.43 , PICA A24GA ELEVATOR 5, 6 PUY i424NHA UNIT701 PERMfT_ 09FEB10 11 • _ SUBISHI MITSUBISHI RM �35/ . MIT Y ACG5 24 00Q 12.75 18 208/1 163 Y 13.5 1, 2, 3, 4 AG5 , 24,000 NA 0.43 1 208!'1 53 . PKA A24GA ELEVATOR 7 8 . . PUY-A24NHA _ _ , ' K �. pR . ., B , _ v , / G EAw� �f' ' F _ 1 ST ' _ ; ' ; . ! � '�o _ : RE MARKS: ' , � , O CO T I�LLER. , _ _ _ 1. WIRED REM TE N R _ �k No. 214 * o a . ` - ALL OUNIING RACK FOR UTDO R UNIT. _ ,2. PROVIDE W M � - ., _ . .e� . � ; 3. INDOOR UNIT SHALL BE MOUNTED AT HEIGHT AB4VE ELEVATOR MACHINE ROOM ENTRANCE. . � - , ''J' ' �P / , : . C . (� EAREAST TAIL PIECE. - . � , . 4. PROVIDE CONDENSATE PUMP FOR IND(�OR AND�UTDOt7R UNITS AND CONNE T T N � allAl � ; _ _ . . �! r � F p � _ . F CA _ , ` _ _ ` 2 - _ � , _ , , � - _ _ HEAT RECC�VERY VENTILATOR SCHEDULE _ : �-1AUST FAN MOTOR , :. _ MANUF. AIR FILTER SUPPLY FAN MOTOR E . . - , VaLTAGE/ TOTAL WEIGHT , OA EA ESP _ , REMARKS . DESIGNATION MODEL SERVICE EFFICIEIVCY PD _ _ PHASE WATTS LBS , CFM CFM (IN WG} TYPE HP AMPS. RPM HP AMPS RPM' � ) _ - IN. H20 NUMBER � ) _ , . , o 8 ; V 2 S P700SDD FITNESS 64/0 40D 45U 0.4 WASHABLE NA 1!3 2.75 1625 1/3 . 2.75 . 1625 1Za11 6.4 142 � ` ; _ HR ALDE : , . t , ` , _ . V _ � . - AIR C(3MPRESSOR SCHEDULE _ _ : _ _ _ J . otor , � MANUF. Max Air M : W Ca acit CFM . Motor N . . . � _ .._.... _ P Y S eed V dta e/P ase RE M KS re P IG R eceiv+er h AR en�ce MODEL Pr�ssu S DESIGNATION S P 9 . t ) _ , � I..L _ H ` SCFM Max PSI R l - _ { l ) > _ _ , _ R M NUMBER Pressure PSI P _ _ ( } � v _ _ � , , _ . �/ W I..L� � ; . ; . , . - , : Z _ _ , , _ r , , `. Ce tral Plant WG S LL RAND _ , n ER O _ � : , , _ , CdMP 1 125 10� 58 20� . 20 180d - 460/3 1 M _- , . , _ Room ,. U P6-20-200 _ .w ° _ _ ; � _ _. : _ • Rem arks. O , O ; ��. , .. - : ` , _ E 240-GALLON ASME HORIZONTAL RECENER. , _ 1.PROVID � ' . , O ` _ , _ � _ _ ' - , , � , _ ,. , � , _ . , , � _ -:. ` _ ' ` ' : EATER SGHEDULE : ELECTRIC UNIT H - ; _ Q � ,� _ ; _ OTOR _ _ MANUF. , M , ; ENCY ; TEMP. CAPACITY WEIGHT EMERG W ,. W ,. REMARKS O VICE TYPE CFM ESIGNATION MODEL SER VOL E/ D TAG _ _ o - _ � ; : . ` _. _ POWER c RISE F kW Lbs HP AMPS . : � ) � ) � )_ ; NUM BER S PHA E , � , 1 Q_ . _ _ G � ; , : _ , ` _ _ , . - ,. . O A ER � � REZN R P1 FIRE W T - • � _ 38� 42 5 32` 1135 6.3 480l3 . , Y ,; �,2 , _. . _ /� r , EUH 1 Honzontal . _ EGEA-5 . CHASE ` _ _ � V ' - � , . V/ R EZNOR P1 FIRE WATER � _, • 1 2 _ _ EUH-2 Honzontai 38D 42 5 32 1F35 6.3 48D13 Y . � ; EC�EA 5 CHRSE : . . -. . � 2 : � Q , REZNO R . - J EUH-3 BIKE STORAGE Hcnzontal 380 42 5 32 1/35 6.3 480f3 Y 1�2 , : , _ _ _ �.� _ �/'� _ , - EC,EA 5 � ` _ �// FIRE . � REZNOR . � - S RINKLER Horizontal 380 42 5 32 1135 6.3 480/3 V 'I,2 _ EU H 4 P r� EGEA 5 � _ VALVE ROOM � _ � � ' ` � ` BREEZEWAY _ , . _ „ ' r� � . . _ _ , . - FIRE , ' REZNDR : _ Y � 2. J _� _ EUH 5 SPRINKLER Honzontal 380 42 5 32 1l35 6.3 480/3 . _ : EGEA 5 , , . FR EEZE - - 3 - . � _ : 0 PROTECTION l , RASCH B . �/'� _ _ 50 63 ` 5 . - - 7.8 2Q8(3 N 1 2 3 _ V J EUH 6 VESTIBULE321 Vertical 2 � • _ , _ BCUH3305A BRASCH EUH-7 VESTIBIJLE , Vertical 250 63 5' - . . - 7.8 480/3 N �.2.3 _ , BCUH3305A • , BREEZEWAY . REZNOR FIRE _ . . '12 . _ : EUH 8 SPRINKLER Hnrizontal. 380 42. . 5 32 1/35 6.3 480/3 Y. � . EGEA-S - . _ EEZE - _ , ,. FR - _ , , , _ . �� . _ BRASCH _ _ _ 5 208/1 N ; � 2 .4. EUH 9 UNIT701 Verticai 250 5Q 5 2 , . . _ . , BCUH33Q5 �� REMARKS: , ' , C U TING BRAGKETS. ` . _ ' 1.PROVIDE FACTORYTHERMOSTAT KIT,DISCONNE T Kff.MO N _ ' . , 2.PROVIDE HEAT INDICATOR TO BMS - R NTl7MINIMUM36"ACTIVEPORTIONOFSLOTANDBLANKOFF 3.INSTALL HEATER IN TOP IN/BOTTOM-CONFIGURATION. SIJPPLYOUTLEI'FROMUNITTO BE DUCTED TO PLENUMBEHIND SUPPLYSLOT. TA I , , U GT. _ , _ _ . INACTIVESECTIONS. RETURN SLOTTOBEHIGHER QN WALLAND BEUNDUCTED. TEMPERATURESENSORTO BEM�UNTED IN RERJRN D - ON -N R -OUT CON FIGU RATION. , . 4.HEATER TO BE SURFACE MOUNTED IN A FR T I . F ONT , _ _ : _ `MECHANICAL - . _ EQUIPMENT . . _ _ _ . : S CHEDULES _ _ . _ _ _ ._ ENERGY RECOVERY VENTILATOR SCHEDULE ` , - _ ` . 2 GREENHECK . COOLING COIL HE�tT.NG COIL AIR FILTER SUPPLY FAN EXHAUST FAN. -. � , , -, - . . _ OA EA ES P _ DESIGNATION SERVICE � CAPACITY. CAPACITY PD , , _ _ ' MODEL CFM . CFM IN WG GPM GPM . TYPE HP RPM HP . RPM - . � ) , _ , NUMBER MBH MBH IN. H20 _ , - . ( � ( ) � ) _ _ _. _ _ PLOTTED , _ . _ _ , ERV 1 ERGH 20M POOL , 1 2DD 1,250 �.6 26 5 . 60 5 WASHABLE NA . `3I4 1636 314 1629 , _ _ ,, , . . _ - , ; , . . - CHK'D BY ff , , _ _ , _ ' _ COPYRIGHT�2006 BY DAVIS PARTNERSHIP P.C.;ARCHITECTS - « _ _ � ` 5H NUMBER: � ; _. ■, , _ _ , _ _ D.P.A. PROJECT# 06232.00 . � ._ , , _ - - - �-- • � : _ - .. , , _ _ ; , . . � , _ _ _ __ __ _ __ _ _ _ _ _ _ _ _ _ _ . _ , _ _ '. . , : {� ,,. -. , � . �� ' . � � ` _ _ - , � � � . - � � � , � C? . - SHEET NOTES _ _ _ _ _ _ - ; , . � � � _ _ � � , _ _ o _ < , 1. ALL MECHANICAL EQUIPMENT AND SHUT OFF VALVES SHALL BE WITHIN REM VABLE ` _ CEILING.BY ARCHITECT SAD. ,, , _ � . , ,_ ; _ ,. . .. � : .� 2. PRO IDE.YOUNG RE ULA ORS T0 ALL VOLUM D MPERS WITHIN INACCESSIBLE CEILINGS. . . - _ V G T E A ; , _ . - � . _ .. , _ � � , , ; _ , . _ , � � � , � � � rc �t ts _ . � � � , _ _ : _ 3. U HA L CONNECT TO ARCHITECTURAL. . - - - - ALL D CTWORK PENETRATIONS AT EXTERIOR WALLS S L . -. - � .:.... i - � - - - - - a' . _ - � � � LOUYER. REFER TO DETAILS AND SAD. ` � _ `. , � _ _ ��r � �� � - . _ , , _ _ _ � _ _ - �.o � _ _ .� _ _ � _ _ _ _ � _ _ _ _ _ - � _ - - � , 4. PROVIDE BLANK-OFF SECTIONS BETWEEN LINEAR DIFFUSERS FOR CONTINUOUS - . - = - - � " : , - : ` - _ L�VEL P R -. _ : 1 I � , A PEA ANCE. . . . I I I , !. .. _ � I I - . ° _ _ . � - ., _ , , � _ � . � , o .. � _ ; _ E ST.,S7E.#100 _ _: ` ; 5.: ALL BATHROOM EXHAUST LINEAR SLOTS SHALL BE LR A WITH NO INTERNAL LINING. _ - _ , - vER co�ow�o sa2a5 . _ _ � _ 2301 . DEN 2 1 F , , . . 6. D FOR C T 0 OF LAB SENSORS AND CENTRAL . . _ . . ; SE LO A I NS TEMPERATURE SENSORS, S , . _. _ � . , _ _ , . J � � _ � 0225 MAIN STREET.UNIT C101 THERMOSTATIC CONTROLLERS. ' I _ , E _ _ . � . , LS C EDWARDS COLORADO 81632 . . � , , . , . - . , . .. . . , - _ , . . . _. 250 TYP 2 , ' 970.926.8960 F 97Q 926 8961 . 7. LL RETURN AIR DUCTS H B x6. : _ LS- ( ) A S ALL E 12 a _ 2 �. � 'c . . � ,c �+ _ . e� l W�\i �7�8 ' ,. ,. rG�0 \ / : , _ . - - ' ? � _ _ _ _ _ � 300 TYP 5 TYP-2 i 8. RETURN LINEAR SLOTS SHALL BE LR A LR B OR LR C AS SHOWN ON PLAN. 10�. � ) ) , , � ! . , _ � _ _ � r� o i � � � � I ! � I I _ , _ 3F � y . -. . �. 1. . .� ' � .. . , .. . . ": . . . �. . . . . . . . .� . . . . .� � , . ! . . . . . . . . . . . _ ' ° � / � \ 9. RETURN AIR PLENUMS _SHALL_ HAVE MAXIMUM BEAM PENETRATIONS WITHIN PLENUM. � �J�IT 71 Z 8 , � g��,��1(p 2 , C� ` � - - - - --- - ; - - - _ _ CEILING SPACE SHALL BE CLEAR OF OBSTRUCTIONS FOR .RETURN>A(R TO TRAVEL BACK , � _ . � _ � 10x5 . R-C `� . T0 FAN COIL. _ . LS I . TYP .2 � <, n ( : � � X � ` . � --� � �, _ P 2 � SID W LL - � _ 22 0 � �. � . _ � , I � ) � L I Q � ; I - , � , : . � , ] L 14. ALL EXHAUST OPENINGS SHALL 8E MINIMUM 10 -0 FROM AIR INTAKE AND MINIMUM _ I _ _ , � - LS_g Fiack + Kurtz �c. � „ , _ I _ _ 1 � . ;,� E� 3 0 FROM OPERABLE WINDOWS. , < WA 7, =s �. . _ I � � ,� , � 10X6 . s a� „ � 405 Howard St.;Suite 500 � , , ` _ _ FCU a L� --� � San Francisco, CA 94105 _ 71..t3 � _„ -�_ . I �J :,,_ , r � Tel. 4 . 11. SSD FOR BEAM PENETRATION `RE UIREMENTS. COORDINATE WITH OTHER TRADES FOR I _ . � F _ 15 398=3833 Q , � � E -� , . Fax 415 433-5311 ��, , ( PENETRATION LOCATIONS. _ , , _ ; � � - , _ _ � . _ � �€r `�. B _ � �.�_ �.: ._�_ , _ - _ -, _ - � ; a o , t2 � . _ .. , . _ � ALL INLINE. EXHAUST FANS ABOVE CEILING SHALL HAVE ACCESS PANELS. SEE , - � � 12. g . f o _ _ : , � 3 - _ � _ _ � _ ARCNITECTURAL DRAWINGS FOR DETAILS. , _ . E L B ' I e _ � � ....... WSP ���„� ,- . . . . . . . _ . . . .. '. . . . �. . . .. . . . . . .w�. ..�. . ..� k . ... . . . . . . � ' . ' ' .. .. . .. . . ... .. '.:. . . . . ..� � .. . . .. ' .. . . . . � . , �. � . . . � � .. '� . . '. �.. .. . .. . .. . . . '..^ . . . .��. . . O O . . . . . . . . ' . . . . . . � . . . . . � � . � . . .. . . . . � . . . . . . .. . . . , . . .. . . . .. . . . . .. . . . . . . . . X . � N . . . . � ' . . � . . . . . . � � .. . . � . . � .. . ..� �.; . '. . . . . .. . �� . .�'. . .�.. . �.. .� '.. . � . . . . . ' . - . .� . ' . � . . � . .. � . . ' . �� . .� . �,. .. . ' . . ' . . . . � q . � . . . . � . � � � . . . . � . � � .. . �� . . . � . ' . . � ... . . .. _ . _ 0 711.: ,i+ o ( ' � G �L ,. . _ _ , _ _ � � -�1,-� p � 13. PROVIDE REMOTE. OPERATED CABLE TYPE BALANCING DAMPERS FOR ALL BALANCING � , o � � 0 I � � 1 i I _ _ ; o a DAMPER LOCATED OVER INACCESSIBLE .CEILINGS.IN UNIT 701. OPERATORS ARE TO BE c � 7 � ta S , � _ . a ;' � ` . � � : � � -t � . vrn � .�. . YOUNG REGULATOR TYPE AND THE CONTROL IS T0 BE ACCESSED THROUGH THE FACE � - - _ .».,,.. o� �<v.os `. _, _ ,, _ . o T " ' � X � � � , 6. } ' OF THE DIFFUSER. ` DAMPER CONTROLS ARE T0: BE MOUNTED RECESSED IN THE . � [ _ J . 3 � =8 - - ' � � : _ � , . ' o s o : � ur.tr, o l _ DIFFUSER AND PAINTED BLACK S0 THAT THEY ARE NOT .VISIBLE. . BALANCING DAMPERS ���� � � _ ,. . p T�o Q t _ I 1 _ L _ � ' � - _ k • ARE TQ BE LOCATED AS FAR UPSTEAM FROM THE OUTLET AS POSSIBLE, NEAR .THE °� ° ; .. 10x5 _ _ � . . .�. ' ' ' . .' . . .. .� .... . . . .. . . . . � � � . .. . . : ._ . . 1 . . . . � . . . BRANCH DUCT TAKE OFF. SEE 2 M2.38. _ _ _ _ ___- • , � : '� 10 � _ g � 5ER � � <. "' _ c� . , ; _. 3��.is ; _ _ . _ � ( , TER T x ,_ ISSUEIREVISION . DATE _N0. . - ' : ` _ _ ' � : , o . o ,� a _ o ' .,, s osE tiAY . dA' :_ _ � � ` ��.. , � 5 , � _ �{_ _ I.s.. = =--���� - � , � � - .=; _ TOV UPDATE: � � - 22APR�9 4 U ` z:�.�z . h L Y MBERED 0 S _ 4� NU N TE _ , , � 3 _ 6 C--� a _ _ , _ , � �,.z - CCD#110. ;10MAY09 5 . _ ` , � o ,. _ , ,. ,12.c� - � � _ ' , _ : { , :.. : TOV UPDATE 05MAY09 , . ; : ( , � _ CEF _ - _. � . � c�.os � ,. , _ �..__ 1111' � .. -� _ � : �.. � 1 _ 1 � ! _ _ .12.. f.5 ._-_. . ` ;. �. , _ . � � � , I � i o �,a,� T3�@u _ B TOV UPDATE � n .. , ._ ' 24JUN09 6. O. . �x .r ..� A - : � o a o , , , _ _ ,�, _ � _ _ _ (� 5) ..0 x 6 CO , _ _ , : _ , _ � � � _ _ _ - ; . �. . .. - - CEF , � - o . �. --,�. ; �.�.. � � TOV UPDATE 17JUL09 , 7 . _ � Q�� c�o � L�c 40 Tt.._ a �i+�z � ' � TOV.UPDATE-CE75 17JUL09 8 2 , , - - - - �;a���ara I � `. , . . t _,•: 1Yr� ` � � . . � .���-,.,o_"'�.,. � EhT r3:.� -� � � . 1�?; .� . �, ..' .. . g ' _ , _ � � X . , . � � � � , f g� ; .�,.G � � ,,; �,U.:� , ° , � R . _ :: TOV UPDATE 11AUG09 9 _ ._ ., . �_ _.:. . , ; ,� _ 240 TYP , , � .._.: __._ � ___. . _� __ - 4 ,/`� CEF . :�,�E, " � `TOV UPDATE' 150CT09 10 . „<.R, 2 C R � � 3 , : c� _ , _ /. . q 1 ���v.v � � R _ F � : . ��a ;si � � TOV UPDATE 09FEB10 11 - / pp - � { [ . . .. . .. . � � . � . � . . . . . . .. . . . . . . . _ . . , . � � . � . . � . . . ��.. . , .' � � ' W CtO5E7........�. .� -NACLWAY � .. � . . . . . � � . � . . . � � . . � . . . .. � . . , .:. : . . : . . .. . ...� . . . ..-. . . ,. . . . . �. . . . �. �,-,��. . . . . .. � � � . . . . ' _. . . . �.. � . . � .. � . . . .. . � ��- . ,� � ., �. . �. .�.�. . .. . ._ . . . .�.� H . � = <._:� � . . 77?..'r.5 . � .. ' ,� . � . � , . ' . . . . _ . � . . � � . . . . . . . _ f 4 CHW R FRO BE �O � IDE ALLJ ,. ,�, p - UNIT 701 PERMIT 09FE610 _ 4 TIE TO KITCHEN HOOD. , � � "'� � , _ _ _. - . - --- -� �o�-,e , -�w -- - -- - -- - - � � _. ___. _ ___.._ �: � EN Y. 4e ' ' ^ ��� » � LS G 2 0 � � a �o�.aa ��� � E�� 0 P U , TO A OV �� " - . � -D ` --'' 5 ISOLATED RETURN AIR PLENUM IN CEILING. SEE DRAWING A.13. 1 FOR LEN M 2 CHW/R � Zp 2A. � � � � r � � W S ,,;; ;�,, ,t��- � O � � _C� f� I t � t � � „ 100 :�� .. , - ��RVz / , � „ t � _ . � _ _ H LR D4 , , � CONSTRUCTION DETAILS. . ' 1 W R TO BOV } i � i r t d HW , :.b t� ro_a.. _ ^ �2 H � + ) I C-� � , . � � F 7r�1i't8 , 2 r { y � � �� :. �.� � ��� � , RK • : _.�.__.. _.. _ 8 . . . . .. . _.... c+ , ,... . . � , � � _��. . o_ _ - _ _ �, P _ _ - � : . ,, � �► / /' G �f' _ . . . . . . . . . .. .. . �-. . ' .. 9Ek,rit�pH RCL`ht , � ,. �... . : (} . . . .�Q . . . . . . . . . � � � � . . . . . . � . . . �. �. . s , u _ ► s �� / r F INTERLOCK CONTROL DAMPER WITH KITCHEN EXHAUST HOOD AND FAN CO L NIT. � t„�: , 11 J , G,4�,8� � � "�%J l. O / , , , . _ - , , f , � � �� �., � ...�. .: 1 . � � . 3 . � . �. f . . .� . . /�n �,y� . .. � . . . . . � �� . . � � . . � . . .�. � \I � . . . . . . � . .. . � . .. � . . . . . . .' � . .. .. � . . . .. . . . . . . : . � . . � � . .� . . .: . . .�.. . .� : •� � . . . . ' . . . : " . . � ' . � � f '.'� , s . . . V�YSGf . � � .3 . �. . � . .. . . . . �. . . . � � . . . . . . . � . . � .....��. � . . . �.� .. � .� .. � . . . �... . . . . '�.� � . p nC .. . . p� . ��. . ' . .. . . . . . . . � � . , ' ' � .�. . . . �. . � �. � .. . . . . .. . .� .. . � . � � . . . -. I � . .. � . . . . 4 ""' '"� 1"t _ .: , ,� 1 iT f3ATH _i. 0 -{�-�-) ; � � . TIE HW R TO RADIANT MANIFOLD. SEE RADIANT ZONING PLANS. ! , , , r , _ ,_ � 7 � , , LR-D 4 , ,f2.,,� O _ � , . . g 6 � o �-___� * No. 2 14 * _ _ . _ , _ , , - s�uuoor� ,, � � RETURN LINEAR SLOT P � , , ° 12�) . «2.�, � � � 8 �n .) ; /; _ _ _ , _ � � _ .e�� O �-s _ / , / - LR-D 6 0 I S' � ; - C ., , 4NAL _ o x x �' � � , _ eat�+ ; I --� � 6� 7 f 3 p � r -r � � r � 1 HW R SNOWMELT PIPING TO ROOF. ; - . . � 5 ) p . . F �. g � / 7,��, OF 00 � - . � o � j , � T :. . - . � ...,.. . C} - CU F: ,,.. O: O � 14 , _ » 7..ua � �� . � , , � „ � t HW R SNOWMELT PIPIN6 T0 ROOF. ` l ' I ; 10 / _ _ i , � �� �) n O _ _ � f BE DOEA 4 . � - - BEDROOti!d . . , _. ` . , ,.�, - , : , B • �E� . S B , , a _ �A . • o - ' p _ � � � 11 ' ' � � 4 X �io ,�' O 20x1 fi KITCHEN EXHAUST DUCT AND ALL ASSOCIATED EQUIPMENT, DEVICES, AND , ,i � � ) _ _ � _ , I EAXfAST � f n g CONSTRUCTI I R. C EA -OU S TO BE PROVIDED _ .ru.�° _..'�. ON STANDARDS BY THEATER DES GNE L N T � . 6 R-D 4 -0 ,� � : t ��..u? . ' _�. , � � , „ A EAC V ! ,. ,._,_,_;��_„__,,_ , - __. LS-G,4 0 ,6� • ; T H LE EL. SHOWN FOR INFORMATION ONLY. T r� � ;.�.��� . - o . , [� ,. � I 6 , y ' _ , ���� ..��J �t , i , , UMT �J p � qs� . _ , � < 125 TYP 2 , � _ j ALLW 7�3 � ) .� ' _ ,. , . � � ......... . . �. �... � . . - . . � . : �.: : .. . . . . . . . . � . . . . '�. .�. . . . . . . � . � .. � .. . . ' T. .s ' . � . � � . � . � . � � . . .. . . . � . . ... . ' � . . C3 t} l7 f » _ � _ � � ' _� 12 8x6 SUPPLY DUCT TO ABOVE. , - � - LS-G,4 0 ,8� O �1 : _ . .__. � , � � - - , - - Q - ; . . � » - - . . i��� . . � ' �p �'�' . " . . . . . . . . . . . . . . . . . �� '. » , ' . � H �' . . . . . . . . .. . � . . � . . . . . . . . . . V . . . �. � . . � . . . ' : . . � . . .. � . . . . . . .. . . � � c�ose ? �f LR-D,4 -0 �: ..._, � 5 ,; . 13 8x6 TRANSFER DUCT W 1 AL. INLET AND OUTLET T0 BE LR-D 2 0 6�. � � • - .� ! � _ -� ,��.:� � � , , --! _ -�- - - - g TYP_ _ ..... ._.._ _�„ 13. � �[}R68h13 f--sf--__._.- ..._ _. - � � ___. .__.. � � _"""' � t � �� � , E . , G,4 0 ,8� .. 2<< 6l � 3.1 . . � , 14 . 8x6 RETURN DUCT FROM ABOVE. '. .� � � o�z. � a � � � < , O � I � ,,� ��as� a � 150 TYP-2 � .._._. a t; O � � �J _ , : � � � :;..� , + - ' �e 6 � _ ,. , 6 _ � 10 /� , ���ttR ar� ,, � , � � � �hi . . � � . .. .. i .,. , � 4).. . . _ .. � . . . . . . . � � . . �. . . . . . . � . . . . . . . �1 . . . . � . . . . . . . . . .. . . � . . �.. . . . . . . 0 - ....... e ' . '� . A. '.�. � .. . . . . .. . . . .. . . . .. . V. 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V BLANK OFF SECTIONS BETWEEN LINEAR DIFFUSERS FOR CONTINUOUS -- - - , - - - ' - � PRO IDE . NC . , - , - , I _ I. 1 _ APPEARA E _ I. � I . I � i ! _ � ,. : - _ - _ _ , , _ ` - � - 2301 BLAKE ST.,STE.#100 5. ALL BATHROOM EXHAUST LINEAR SLOTS SHALL BE LR A WITH NO INTERNAL LINING. - , _ _ , _ _ _ . _ vER,co�ot�,oa eozos _ _ _ � ' : _ - . DEN ; : _ ' - 6. SED FOR LOCATIONS OF TEMPERATURE SENSORS SLAB SENSORS AND. CENTRAL . . . _ _ _ . 303.8618555 F.303.861.3027 • � . , r� � _-- ____ . . - . � f . � � 0225 MAIN STREET UNIT C101 THERMOSTATIC CONTROLLERS. - , , , I _ � � EDWARDS COLORADO 81632 : � _ , , _ � _ _ _ . , _ - _ 70.9 . . 0.9 . _. , _ 7. ALL RETURN AIR DUCTS SHALL BE 12x6, � _ _ � _. . � : � 7 ! - , . . . . . . .. . . � �. .. . . . � '. . . .�� '. . ,�� . � . ' �. . . . . �' . . . . ., ; F .. . . . . . . .. . . . . . . . . . . . . '. . ' . ... . ' .: . .� . �� .� � �.�. . . 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ALL E AUST OPENINGS SHALL BE MINIMUM 10 -4 FRaM AIR INTAKE AND MINIMUM _-. -_ , Flack Kurtz Inc. XH I � >.�,w � _ I. , � _ � � 3 -0 FROM OPERABLE WINDOWS. , _ . _ E � 5 Howard St.,Suite 500 , . '. _ . .. . . . . . . . . . . . . � �:. .. .. . . .. . .... .� . . •. � E . .. . . . . . .. . . . .. . . . ...., ' . . . .' ' : .� � ' ... .. . . . ..� .� ' . .�. . � . .. . . . . . . . . ,�..�: . � .. . � :... � . �' . � .. .. . . ' . � . . �. �. : . . . �.� : . . �� � . . . . . . . . ' . . . ' . . 1 . . � . . . ... . . .. ' . . . � . �o S�o. ca s4�os _ - � _ . . � , ; _ 1 t. SSD FOR BEAM PENETRATION RE UIREMENTS. COORDINATE WITH OTHER TRADES. FOR � I , . Q ; _ . _ � F x 415C1433-5311 _ . _ .a��, ' -- i ,� ,_. -_ E . . _ . . �. �: . .� . ..� . . . . . . .. . . . . � � . . . � . . � . . �. � . . . �. . . . �. _ .. . � �'.� �. . . �' '�. . ;� . � . . . _ . LOCATIONS. _ PENETRATION _ - - � 1 ' I ` W ; � _ _ - , - � .' �'�- � ,` ; � 1. . , �; � , . _ ; . � ..- � 12. ALL INLINE EXHAUST FANS ABOVE CEILING SHALL HAVE'ACCESS PANELS. SEE - ; � - � . . � . ,. _ . . � I , .6 I �:� T�R SA � ARCHITECTURAL DRAWINGS FOR DETAILS. , : � _ � .. $ - ! � __ ._ WSP ����,,, __._ .�._.._._ .� _._. ..y:. _. ___. - ;, ._.:. . , .. ,, , ��as.a � � � � ,. . _. . . . . .. .� .. � . . . .�' . . .. � . . �. . �. ' '. . � ' � . . �� . � . . . . . . . . .. . . . . ' . . . . . . . . . ' .� •�. i . . i� ��C' �. . . � . . . . . . . . . . . . . . . . . . .� . . . .�. . . . . . . . . .. . .. . ' . . � . . . . . . . � ..� � .. �� � . .. � � � :2 , I .. .. ..� .. ' � . . � , .. . . . . . . . . . . . . . . . . . . . . . . . _ I 1 E 13. PROVIDE.REMOTE-OPERATED CABLE-TYPE' BALANCING DAMPERS FOR ALL.BALANCING ! f � � ; 7 DAMPERS LOCATED. OVER INACCESSIBLE CEILINGS IN UNIT 701. OPERATORS ARE TO BE IME � - , � _. _ �. ., _., n _ , , YOUNG REGULATOR .TYPE AND THE CONTROL IS TQ BE..ACCESSED THROUGH THE FACE � � �;=.':. ,�.-�- ' _ - _ , _ _ , ;. . . .. G •. ,. . _ DIFFUSER. DAMPER CONTROLS ARE TO BE MOUNTED RECESSED INTHE . - - OF THE � - _ , '''•o-.',�. . `. ' , . . ' �,• � . I DAMPERS _ , , , D FFUSER AND PAINTED BLACK SO THAT THEY. ARE NOT VISIBLE. BALANC NG •� '�:�•= � " ' I �. ,�, s , _ l I 1 _ . . . . ._ • . � - � . _ °,�z .•., •, �� . � S NEAR THE , ARE TO BE LOCATED AS FAR UPSTREAM FROM THE OUTLET AS. PO SIBLE, -� a�� ,.. , . . ' ` :�•. - . . - - �� �; � , G3' , , V. i . - { . FiCY3.65 � " ,_ � ' -0F . S M :38: , _ : 1 _ BRANCH DUCT TAKE F _ EE 2 2 Q. � � . , � , , _ . _ . .c��_ . � - :. , _ ..,� � _ _ ; .., ; , .. � �___.., _.._.. _ . _ . - . . . . . . _ _ , � � � .,. _ � - . ,_ . :. . , ISSUE/REVISION DATE N0. _ ; - - _ ��._ _._ �� _ . .�. . . ` _ - � _ . ... _ . . r _ _ r , . , , � ^ ... � � . ., : I . � , . . _.. , a , 3 . , . . .� � . . � . :... . . . . . . . �!,�.,. � • . . . . . . . . . . . . � . . . . . . . ' . . . . . . . . . . . . - . 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NUMBERED NOTES _ 5 V oX . �, _ � _ � . ; ,, . . . � ,� � _: __ - . ,�r, � __ : � _ _ � _ �- C _ . , .. , _ .-• � TOV UPDATE 06MAR09 3 _ � I _ _ . &^A , C RID . � . . . . . . . .�.. . .. . . . •. . �. . . . . . :� . . .. � . �.� . �. . . , . . . . . . .. . . . .. . . . . . , , �� . ' y w .� . . . . - �� . . . . . . . . � . .: . . . . . . .. . . . .. . . . . . . . . . . . . . . . . .. . . . . � : . . . .. . . . ` ' . ' ��' . . . . . . _ .. . . . . ��. . . . . . ��.� . . . � . . . . , . � .. i�S .� .. .. � . . . � . . . '... . . . _ .. . . . . . . . . . , ' �� . ., '�� � � � � � � . ' � . � . . .. . . . ,.� . . . ' . . . � . . . . . . . . . .. � � . . : .... . . � . , .� . . .. . . . .. ' . ' . `' . ^ .' ` `. ,. . '.�. � . . . . . ' . . . : . � , . . . .. .� . '. _" E AU � , . . . � : � . „_ _ _ . , . ,, ;� . .;�,. TOV UPDATE 22APR09 4 � . __ . . _ , , _ � .;`. - - � ��` o�. CEF � . . _ , . . . : -- � .. ; E , . _ . , , , P I�„ .�' •'• `' ` � , , . _ _ . , f�8 � - � . _ � � , . � _ CCD#110 � _ � 14 01MAY09 5 A . , , ._. .� . . _, . _ . . . . - _ . . , . . 1� . .. .. � . _ - . . „ ' , : --. •. I ,.. ; . , • . , , , „ , : E TOV UPDATE ;> 1 W R SNO MELT 6x 4 .._ _ . , _ , ' ',,:: `,-' _ - - - - » - - - _ 05MAY09 - . - .- - . � CEF - `" . - _' ` : ELO�V UVER �,�ae��•�-. ' -' . , ., c�-�s�'r . �.c • � ,,- . V PDA , , . , . 2 . , , _. . ., �. •� •' • � , . . . . . . . . . . � . . �. . A � 2:'r . . . . . � . . . . . . �.. . . , ... . . . . . . . � ... . , . . . . .� . . � . . . � � . � � ' . . . � � . � � . . � _ - -. TO U TE 16SEP09 6. , _ B - , , , I I i * ER- ( I ; = � _ s�- , . . s, _ _ � : ' : ' .' ; � ".� _'� .. - , , .. ., , , . . . , sroR�ne,� ,. ; o�c ' ��• �. ,, / WALL-�1 N D . . , . � � � „ � TOV UPDATE 150CT09 ,7 . _ - - � R FROM _ 8�_ �'' ., , / . ,:. , . •,- �.. _. � ...,... _.._. - - , , ; � � . ... . • - .. - . _ ,,_ , . . _ _�__„_-� _ CEF . , . , ',: . -."�. . ; • ,_ �socros s � 2 MANI D 9 . , T' .- •� �l' {. , -TOVUPDATE � .. . � , 3 � , . - j � � �'» � . _ �:-� - '( G . . . � . TOV UPDATE . 20JAN10 1- HW� �R' s �,' . � .��� . -a• -� , .`� � - / _ _ , . . I _ 1 i -2 c� .�. . . �. � SNOW M PIP�NG' - - `�. . .„ . / - - P M ' UNIT 701 ER IT 09FEB10 4 . 40' , , TI TO KITCHEN H00 D: E � - _ _ - - - - - .. . _ - , x� '-�-• ! s. � . - - -- --- ' • . -. ... , ��� �• �-� �-� . . .... .. . . �. . ,.. .:. . � , , . . r. . • . _ , . .,. - •: . . , . . .�:. •.. � • .. ,�•:. ...�,°. ,.-•.;;. ' . 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ISSUE(REVISION " DATE NQ _ ,2.�� _..,.. . { O _ , - ; , , , � (60GPM/80FU) BACKFLOW PREVENTOR _ , � � �� � . _ - _. , � os a.�s c�.sEr tAY STER 6AT � _ _ i C� ,_. _ , AT TRACED. . , C� -�.,, . - , HE , E � ?�2:�: I ..,_ ._.... CD PERMIT SET 010CT07. ...... ��_ ..._ ___�__�_ �...._ . _�.�__��_ ..._ .�.. 7 �< ..._. ._,_ ____)..�. ._.. _ � ---ag�vs�as�-------- .}- --€_�'�--- � , _ - ' � ----�- . _ „ ._._ ; � , NAtlL,AY � 3 7i+�.C. ... » ,, ° � � . _ ' .. � _ ,� 16 3. LDR _ PROGRESS SET , ; 7�Ez _ ; , 260CT07 -. _ _. , r-- � O . � .. � ._. � SYiG Fi04�, e ' � _ _ , , _ r . � _ ; _ � � ' .z � G �� �t.. � » 712.2 _ ` . , � 6 j�" _ _ �I � (' `�` �i _. : , TOV RESPONSE 17DEC07 ." d . .. . . . .�. .� . . .. . ' . ' . .' . i .. .� ' ' ' _fE . . . . . .. . � . . . .. . . ' . . � . . . �Yx��iiuiii.W+�iiiwi�iJ` . . . . . . . . . . . . . .. .. .... ..� � . . . . .. . . . . . - . . . . . � I , s (- _ ..� 17 3 RD DN (710 SF) . L .L - _ �v.o s� . . . . _ ..� . 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G �' : 26 � . r 8� � , D1 , r : � , .. . � + _ 10 � . �� F�F � , . _ . , : : ��T ` _ � , _ � , 1.55 , _ � � UNIT 701 LOWER LEVEL � _ � _ ; - , � FLOOR PLAN = UPPER _ � _ _ : . , . _ - ; _ L EVEL FLOOR PLAN : � - - - � _� _ - .__T_. . ___ - , � - � _ : � � � � . _ � . : � _ _ _ � � p PLOTTED _.' �L.' - _ � � � � � � . . . � ` ,. _ � _ , ' _ , , � � - CHK D BY � . . - COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C.,ARCHITECTS _ _ o � _. (� �. - � �' _ t � . .. , , SHEET NUMBER: , - , . _ � : �. _ _ , � � . � : _ _ �: _ _ , , ` . , _ : � _ _ , � - _ ` ■: _. UNIT l01 PPER EVEL . : _ T R LEVEL U UNI 701 LOWE I.� _ _ _ _ . _ 1 2 _ n i n � ,. 1. n_ � n , 14 -1- - _ / 0 1/4 1-0 _ , _ • _ ' D P.A. PROJECT# ; 06232.00 _ _ . . _ _ _ , . _ _ . � : . _ _ _ , _ . ; ; _ , MMU cwa ` PANEL. : MMU GWA ' NEC LOAD TABULATION. , . . _ , _ _ _ . - _ _ . , _ , . . : ASE, 4 WIRE dc GND BUS I�tNIMUM A.I.C. RATING - 42,000•AMPS Total ft2 9684 20V� 3. , 4 METERS 400..AI�PS 208/1 PH ' . _ . , , , VA sf _ . 0 S PH DEVICE PHASE x ., Load Area Quant�ty . / VA Remarks NAME V LT _ LOAD� FEEDER , , _ . • - er NEC Table 220 3 D RATING - CONDUIT -. ALUMINUM CONDUCTORS VOLTA.GE - _ Geneml U htin . 3 29052 P _ CONNECTED DEMAN _ -. . _ 9 9 9684 _ _ . . _ , ,. . P . /. � � , Small A liances 1500 18000 �3) Per rnt (210 11C). KVA AMPS KVA AMPS A B C QTY SIZE QTY SIZE GND`. LENGTH 0. � ) REMARKS , PP 12 u . ' DR _ _ . , - . . , . , . . � 210.11C Laundry Circwt , 4 . , 1500 6000 � ) � . � Arch�t ts . , _ _ . 208 3 131 364 85 237 400A/3P X X X _ _ _ . ` Sub Total : 53052 MAIN _ . p: _ _ - . - _ _ . , . f Demand Factor 220 11 _ , , A lication o - - , �. ) _ PP _ _. _ 2 . - - Demand Load VA 39.1 188 29.6 142 200A/2P X X 1 MC 3 250 # 120 1.42 PROVIDE TENANT METER ' . Total VA 3000 VA � 100X 117,000 VA � 35X Remamder @ 25X � ) LC 101 208 1 . . , , _ 2 _ ` ` - _ _ 53052.00 3000 17518 0 . 20518 LC-301 208 1 29:0 139 21.2 102 200A/2P . X X 1 MC 3 .'250 # 163 1.39 PROVIDE TENANT METER , . _ , , _ _ _ _ . ; _ , , , , _ ace. liances LC-302 208 1 28.3 136 20.9 101 200A/2P X X 1 MC 3 - 250 #2 182 1.53 PROVIDE TENANT METER , , _, , . ,. F� LAKE ST.,STE.#100 _ , - , xed in PI App , 2301 B . . _ 200A .2P _ : 5 ` #2 204 '1.94 PROVIDE TENANT METER NVER,COLORADO 80205 :. Quantit VA unrt 166 23.8 114 � X X 1 MC 3 2 0 ` Load . Y �. Connected VA Demand VA Total LC 401 . 208 1 , 34.4 . . . . _ . • _ . DE 8 : _ 303.8618555 F 303 613027 . . e a or mtr lts _ _ Ei � t ( � ) � �osa : �080 - �.00 �oso _ _ _ . . . , _ 0225 MAIN STREET UNIT C101 r V RDU HW EDWARDS COLORADO 81632 , . Theate /A / / 4 900 3600 1.Od 3600 , , , _ . _ - . . . _ , _ Wme Cooler* 4 400 - 1600 OJ5 1200 970 926 8960 F.970.926 8961 , . . * _ . _ _ Garba e Dis osal `_ 0 0.75 2340 9 P 4 780 312 ` ; * 3600 _ Dishwasher 4. 1200 4800 0.75 _ _ ` Cookto 4 120 480 1.00 480 ' _ P ** 1520d 0.50 7600 , _ Oven 4 3800 _ , _ , . _ ` od 4 250 1000 0.75 750 i Kitchen Ho ,. _ , * 1650 6600 0.75 `" 4950 _ , ` Microwave 4 ` FIaCk + Kurtz hIC: ` - : _ • _ _ Motorized Shades 4. 500. 2000 1.00 2000 _ St.,suite 500 _ . i co. CA 94105 , * � _ 00 4000 0.75 3000 . Jacuzzi Tub 4 10 , _ owa San Franc _ , • - *** , Fax �415;.433 5311 Dryer 4 5000 20000 1.00 20000 - _ - - Fan Coil Unit 10 450 4500 1.00 4500 ; • * OJ5 898 Toilet Exhaust 21 57 1197 �ap , _ eat 5 528 2640 1 00 2640 In Fioor H . _ �WV� A 11�da4 can+PmY _ ### _ . _ NEC Table 220.18 D ers _ 64638 . rY Sub Total 77817 _ . , *s ° - , NEC Table 220.19 Ovens (Column B) _ , . . ` ` � s • • NEC Tarticle 220.17 A liances TOTAL BEFORE DEMAND ` . 130 869 . _ - ; PP � ) , VA _ . : TOTAL. AFfER DEMAND 56 ' 851 - _ ( . ) � VA _ , ` 237 A < : _ . . � _ . . . _ _ , " . , ' ; _ _ _ , . ISSUEIREVISION DATE N0. , , _ , _ _ _ __ , _ . _ _ _ ` ` DESIGN DEVELOPMENT 20JUN07 . - _ , _ - _ . CD PERMIT.SET 010CT07 _. . , - WA - g _ NEC LOAD TABULATION , �MU 4 PANEL. MMU 4WA _ ` _ PROGRESS SET 260CT07 ' - - GND BUS MINIMUM A.I.C. RATING = 42 000 AMPS _ , - _ 19 METERS 1200 AMPS 208/120V, 3 PHASE, 4 WIRE & � . _ Total ft2 46144 _ , _ ` , . _ LOAD FEEDER TOV RESPONSE 17DEC07 uanti VA sf NAME VOLTS PH DEVICE . PHASE _ Load Area Q tY � VA Remarks k - ' _ _ ORS VOLTAGE , _ ` • . , ` er NEC Table 220 3 DEMAND RATING CONDUIT ALUMINUt� CONDUCT TOV RESPONSE _ General Lighting. 48144 3 144432 P , CONNECTED 11FEB08 - . _ . , P Y. S I A liances 3 er unit (210.19C) kYA AMPS kVA AMPS A B C QTY 31ZE QTY SIZE GND LENGTH � � ) REMARKS ma I pp . 57 1500 85500 � ) P DR - , , OWNER REVIEW 16APR08 ° 210.i 1 C Laund Circwt 1500 28500 � ) ; ry 19 a „ CONSTRUCTION DOCUMENTS 08AUG08 , - >, _ 258432 MAIN LUGS ONLY 208 3 601 1669 285 791 - X X ` X 4 3 4 350 4�� 16 0.22 Sub Total : • . , _ Application of Demand Factor (220-11) , TOV UPDATE 20JAN10 1 _ ° _ • . d Load VA _ 3 3 112 200A/2P X X 1 MC 3 250 #2 175 1086 PROVIDE TENANT METER : Total VA 3000 VA � 100X 117,000 VA � 35Y. Remainder @ 25� Deman O LC 303 208 1 33.2 160 2 . , _ 258432.00 ' 3000 40950 34608 78558 " LC 304 208 1 29.9 144 21.9 105 200A/2P X X 1 MC 3 250 #2 31 0:49 PROVIDE TENANT METER UNTI 701 PEFtMIT 09FEB10 : � LC-305 208 1 . 31.0 149 22. 2 107 200A/2P X X 1 MC 3 250 #2 89 - 1.01PROVIDE TENANT METER , . - . , • _ -. 200A 2P 2 _ ' Fixed in Piace Appliances , LC-402 208 1 33.2 160 23.3 112 � X X 1 MC 3 250 # 162 1 J3 PROVIDE TENANT METER . - _ ' . . _ . _ 200A 2P X X 1 MC 3 250 #2 48 ' 0.67 PROVIDE TENANT METER ` : Quantity VA/urnt Connected VA Demand VA Total LC 403 208 1 33.3 160 . 23.4 112 � Load p 0 ( _ ' : , , _ 200A 2P 1 MC 3 250 #2 114 1.18 PROVIDE TENANT METER Q��;........�C Theater AV RDU HW _900 17100 1.00 17100 LC 404 208 1 29.7 143 21.1 101 � X X O.. _ / / / t s �,, NA y •�,F , � . y - 2 . �: !► : . - 08 1 _ 32.7 157 23.1 111 200A/2P X X 1 MC 3 250 # 162 1 J2 PROVIDE TENANT METER . b �A .�' Wine Cooler* 19 400 7600 0.75 5700 LC 413 2 v.� �.� , . .� �n.o . a 200A 2P 2 0.97 PROVI�E TENANT METER . . , �* LC-414. 208 1 29.6 . 142 22.0 ' 106 � X X 1 MC 3 250 # 85 , Garbage Disposa 19 780 14820 0.75 11115 _ _ ' _ % � _ , _ . LC 415 208 1 28.6 137 21.0 101 ` OOA/2P X X 1 MC 3 250 #2 76 0.86 PROVIDE TENANT METER - • Dishwasher* 19 _ 1200 22800 0.75 17100 2 _ . 2 ' ' 200A 2P 3 250 # 104 1.16 PROVIDE `TENANT METER ' ' _ _ .3 .5 151 22.4 ` 108 � X X 1 MC 'O •. : t1�, - . Cooktop 19 : 120 2280 . 1.00 2280 . _ LC 416 208 1 1 �,�►•.�� �..• _ _ . _ •...... � 200A 2P 2 , 02 1.12 PROVIDE TENANT METER F8 - ** LC-417 208 1 31.3 150 22.0 106 � X X 1 MC 3 250 #. 1 _ 0.28 20216 �/ONAI ��►t' - Oven 19 3800 72200 ' 2 - � g ` 200A/2P X X 1 MC 3 , 250 # 178 1.98 PROVIDE TENANT METER . . - . 4750 0.75 3563 LC-501 208 1 35.3 170 24.8 11 , : _ Kitchen Nood . 19 250 _ _ , , 200A 2P 2 E ER , . * _ -502 208 t 33.3 160 23.4 112 � X X 1 MC 3 250 # 43 0.62 PROVIDE TENANT M T _ _ Microwave 18 1650 29700 0.75 22275 LC , - , - ; 2 , , • - 31.9 153 22.9 110 200A/2P X X. 1 MC 3 250 # 91 1.06 PROVIDE TENANT METER - , Motorized Shades 19 500 9500 1.00 9500 _ LC 503L 208 1 ` _ _ _ > 200A 2P , 2 T METER _ X i MC 3 250 # 187 1.97 PROVIDE TENAN _ . . * LC-512 208 1 33:1 : 159 23.3 112 � X , Jacuzzi Tub 21 1000 21000 0.75 15750 , , ; , , *** 200A/2P X X: t MC 3 250 `#2 91 1.02 PROVIDE TENANT METER Dryer �g 5000 ' 95000 0.39 37050 LC-513 208 1 29.4 141 21.9 105 ` , _ _ - . . _ g 2 200A 2P _ - , _ Fan Coil Unit 54 450 24300 1.00 24300 LC 514 20 1 28.5 137 21.0 101 � X X 1 MC 3 250 # 62 OJ4 PROYIDE TENANT METER _ , - . ` _ 5 22J 109 200A/2P X X i . MC 3 250 #2 110 1.23 PROVIDE TENANT METER - Toilet Exhaust* . 90 57 5130 _ 0.75 3848 LC 515 . 20B 1 31.6 1 2 , _ _ ` - _ _ 1.00 16368 LC 516 208 1 `32.1 155 22.9 110 OOA/2P X X 1 MC 3 250 #2 110 0.22 PROVIDE..TENANT t�ETER _ _ . In Floor Heat 31 528 16368 2 , , - , _ *** ; , . ; 20.18 D ers _ _ NEC Table 2 ry Sub Total 342548 , 206164 _ - *, - _ nB _ NEC.Table 220.19 Ovens (Colum ) . _ • _ , : � * • : , - , icle 220.17 A liances TOTAL BEFORE DEMAND 600 980 _ NEC Tart PP. � _ ) , VA - , . ,. ,. , . . TOTAL AFTER DEMAND 284 722 „ _: U c � � �A . - ; _ _ _ _ _ _ _ 91A 7 _` , ' , , , ; , _ . . _ _ _ J , , „ � _ _ W ..._.. -.. _ . t` OC _ _ _ > ` . _ _ E _ _ � W - : _ _ - . _ c� _ � . _ . Z _ : e _ � _ , � . , - _ _ . _ _ _ _ MM�-�WA M u �wa . NEC LOAD TABULATION PANEL. M _ , 00 ,; , , , . _ - _ ,, ; : G - 42 000 AMPS AMPS 208 120V 3 PHASE 4 WIRE Bc GND.BUS MINIMUM A.I.C. RATIN � , . _ 18 METERS 1200 / , , , _. Total ft2 , 46976 . _ - _ _ _ � , _ � _ _ ; _ _ , _ • . LOAD . FEEDER , DEYICE PHASE _ Quantit VA sf s NAME VOLTS PH , Y. � VA . Remark Load Area : _ , , _ _ � .0 . _ _ _ , . OLTAGE � _ CONDUIL ALUMINUM . ONDUCTORS V er NEC Table 220 3 T D DEMAND RATING: C Generol Li htm . _ 140928 P CONNEC E , ; : 9 9 46976 3 _ � , - : , � � Q . . DROP. � � _ , _ _ TY E QTY SIZE GND LENGTH � ) REMARKS , 3 er unit 210.11 C kVA AMPS kVA AMPS A B C Q SIZ , , Small APPliances 54 1500 81000 � ). P � ) �/ , N _ _ Q 1..� : 1..1.� , ` , _ _ ; . . 210.11C u d Circuit , , � La n 25500 � , _ 17 1500 rY _ �..�..� _ „ ` . _ �..�..� _ _ 40 , � 63 1764 324 ` 90D X X X 4 3 4 350 � 16 0.22 �. , _ _ 24742 8 MAIN LUGS ONLY 206 3 5 ` _ _ '. Sub Total J _ � _ � - . . o-�� , _ _ _ d Factor 22 , at on of Deman A lic i � ) PP ' , , - • ` � ; . O_ _ _ 200A 2P 1 MC 3 250 #2 96 1.12 PROVIDE TENANT METER _ _. . Demand Load VA . , , LC 503U 208 1 . 32.7 157 23.5 113 � X X _ �""' _ /'� �/ _ Total VA 3Q00 VA � 100Y. 117�000 VA � .35/ Remainder @ 25Y. � ) ' . , � V I.f� 2 ` , . 200A 2P ANT METER _ 250 # 168 1.75 PROVIDE TEN � ° V � . 247428.00 3000 40950 31857 75807 ° LC-60t ` 208 1 31 J 152 22.8 110 � X X 1 MC 3 _ .. � 200A 2P 2 0.56 PROVIDE TENANT METER Q _ '; - 33.8 162 23.9 115 � X X 1 MC 3 250 # 36 � , , _ _ LC 602 208 1 . J , � . . . _ �..�..� _ _ ZOOA 2P 3 250 #Z 168 1.78 PROVIDE TENANT METER ; Fixed in Place Applian ces LC 611 208 1 32.9 158 23.2 111 � X X 1 MC (n ; , � _ . Q _ . _ 200A 2P C 3 250 #2 78 0.91 PROVIDE TENANT METER r , uantit VA unit VA Total LC 612 208 1 29.4 141 21.9 105 � X X 1 M Load . Q Y �. Connected VA Demand � , 2 � _ 200A 2P X X t MC 3 250 # 36 0.54 PROVIDE TENANT METER � Theater/AV/RDU/HW 17 900 15300 . 1.00 ,15300 LC 613 208 1 29.4 141 21.9 105 � . . ` _ _ _ , , Q r , , ; _ 200A 2P C 3 25Q #2 98 1.11 PROVIDE TENANT METER ` � : e Cooler* 19 400 7600 OJ5 5700 LC 614 208 1 .31.5 151 22.7 109 � X X 1 M J , . Wm . I. . 200A 2P 2 - * 1 32.1 155 22.9 110 � X X 1 MC 3 250 # 98 1.12 PROVIDE TENANT METER _ , Garbage Disposal 17 780 13260 0.75 9945 LC-615 208 _ , , � _ _ 2 . � _ 5 200A/2P X X 1 MC 3 250 # 84 1.59 PROVIDE TENANT METER _ ' . . . Dishwasher* 18 1200 21600 OJ5 16200 � LC 701 A 208 1 56.5 272 40J 19 - � - ` 200A 2P 2 106 1.27 PROVIDE TENANT METER . Cookto - _ 2040 LC-702 206 1 37.4 180 24J 119 � X X 1 MC 3 250 # _ p 17 120 2Q40 1.00 _ , _ , 2 _ 200A 2P 50 # 168 1.78 PROVIDE TENANT METER , - ** LC 709 208 1 32.9 158 23.2 111 � X X , 1 MC 3 2 , : Oven 17 . 3800 64600 , 0.28 18068 _ _ , < _ I _ 200A 2P 2 , V DE TENANT METER . • _ - LC 710 208 1 27.8 134 21.4 103 � X X 1 MC 3 250 # 74 0.86 PRO I , Kitchen Hood 17 250_ 4250 0.75 3188 _ _ : : _ _ ' ` _ _ _: , ' 200A 2P 2 _ . _ 06 � X X 1 MC 3 250 # 60 0.75 PROVIDE TENANT .METER ' , - _ Microwave* 17 1650 28050 0.75 21038 LC 711 208 1 30J 148 22.1 1 � , . _ ` 200A 2P 3 250 #2 84 0.94 PROVIDE TENANT METER C 712 208 1 29.2 141 21.3 102 � X X 1 MC . ` ` Motorized Shades 17 500 8500 1.00 8500 L _ ° 200A 2P 2 0 1.13 PROVIDE TENANT METER . - 139 21.1 102 � X X 1 MC 3 250 # 1 8 , _ * 9 1000 19000 0.75 14250 _ LC-713 208 1 28.9 _ _ Jacuzzi Tub 1 - , 200A 2P 2 �* _ 39 31.5 151 � X X 1 MC 3 250 # 193 2.66 PROVIDE TENANT METER _ ' _ _ ` �rYer�` 17 5000 85000 0.41 34850 LC 801 208 1 49.8 2 2 , , _ 200A 2P X 1 MC 3 250 # 42 0.58 PROVIDE TENANT METER > 24750 1.00 24750 LC 803 208 1 28.3 136 21.5 104 � X : Fan Coil Umt 55 450 _ , , _ _ _ _ : . � LC=-701 B 208 . 1 29.9 144 200A/2P X X 1 MC 3 250 : #2 84 1.11 PROVIDE TENANT METER _ _ Dishwasher* 65 1200 78000 0.75 58500 _ , - _ � . . _ ' _ .00 15840 In Floor Heat 30 528 15840 1 - - ; , *** - _ ers _ able 220.18 D , _ NEC T ry Sub-Total 387790 248188 , _ _ - ` ' _ *# : ` ca��m� B ELECTRICAL _ NEC Table 220.19 Ovens � � - _ _ , * . , _ _ _ , NEC Tarticle 220.17 A liances TOTAL . BEFORE DEMAND ' '635 218 _ , � VA _ , ) , pP � _ ' . R DEMAND _ TOTAL AFTE 323�995 �p " � ) ' . , _ - 900 A ` _ , _ _ i _ , - , ; I , . ` _ , , i PLOTTED , " ; i _ , ' . ` _ _ . SCH E D CH�cD BY xxx _ _ : - . _ ` _ _ . _ . _ _ _ _ NEC DEMAND (MMU GWA) MMU-GWA COPYRIGHT 0 2006 BY DAVIS PARTNERSHIP P C.ARCHITECTS . , , > . . B , ' _ EET NUM E . , _ . . - . , _ ,. ' . < . _ NE C DEMAND MMU 4WA _ _ _ _ - _ , - _ < ; ; , _ , . , . - , ■ _ _ _ . , , , . . . _ , - D.P A PROJECT# 06232.00 _ _ _ _ _ . _ _ _ _ _ • . . . , . _ , -. _ , . . , . _ _ . . _ .. L EGEND LEGEND - _ POWER .NUMBERED NOTES _ - , . _ : A °VERIFY_ EXACT LOCATION AND MOUNTING HEIGHT OF ALL ` . : - A LETS, LIGHTING.FIXTURES AND SWITCHES WITH. ARCHITECT. 0 S , DESIGNAT(ON : -.ITEM DESCRIPTION COMMENTS P1 HOME UTOMATION A/V CABINET. OUT DESIGNATION ITEM DESCRIPTION. C MMENT _ _ . .. , , ' ` . � _ P2 NOT USED. " U ER MOTORIZED DOOR MOTORIZED DOOR AUTOMATION PANEL� . , AC ABOVE. CO NT Q B. I R CIRCUITIN SHOWN. PROVIDE CONDUIT AND W RE FO G , - . MD , � � NTERCONNECT WITH MOTOR AT . C. IT IS THE INTENT OF THESE DRAWINGS TO COMPLY WITH: NEC - ` 3 � _ � _ AUDIO COMPONENT ACOUSTICAL EQUIPMENT. COORDINATE P3 LUTRON HOMEWORKS PROCESSOR PANEL. • e . _ ELECTRONIC SLIDING DOOR LOCATION. . 210.52. IT IS UNDERSTOOD THAT .SOME ADJUSTMENTS MAY BE , O rc � s , LOCATION WITH MANUFACTURER. , , t AUD . - - _ , TION, BACK .TO BACK _ CO MUNICATIONS CABINET. _ P4 TELE M NEC � , MICROWAVE . _ ._ PROVIDE DEDICATED CIRCUIT SEE O _ " XES$ OR OTHER�IE DL COND T ONS. IT IS FURTHER MW ; . _ . , - BO SIDE CABINET: ARCHITECTURAL DRAWINGS FOR, ; _ : MOUNT (N SI5 IVE WALLS ARE HOME AUTOMATION P5 CONNECT THROUGH LOW VOLTAGE RELAY TO HOMEWORKS - � UNDERSTOOD OUTLETS LOCATED IN FIRE RE T . A V � LOCATION � O - _ - CABINET . SUBJECT. TO REVISION AND REQUIRED TO .COMPLY WITH LOCAL , _ PROCESSOR PANEL. , _ D AT D CIRCUIT FOR _ , . ,. MOTORIZED. SHADES PROVIDE DE IC E TR _ _ _ . . BC BELOW COUN E MS CONTROL..TRANSFORMER, FIELD , BUILDING CODE THE.CONTRACTOR SHALL MAKE NECESSARY ` : INTERCONNECT BAR LIGHTING WITH HOMEWORKS: SYSTEM. E UIRED ` NT 0 M�DULE OVIDE DEDICATED CIRCUIT FOR EACH P6 ADJUSTMENTS .AND PROVIDE ADDITIONAL OUTLETS_,AS R Q 230�BI.AKE sT:,sTE:#�oo CO . R L PR - COORDINATE ACTUAL LOCATIONS NVER,COCORADO 80205 . , _ _ _ _ . < ` CM CONTROL MODULE, MOUNT ABOVE HW TO COMPLY WITH OUTLET SPACING REQUIREMENTS OF NEC �E, _ . . » 303.861.6555 F.303.861.3027 . REF REFRIGERATOR 210.52 AND ADJUST BACK-TO-BACK OUTLETS AS NECESSARY PANEL , P7 PROVIDE 2 #12,.#12G, 1/2 C. , . ' - RESIDENTIAL : MOUNT INSIDE CABINET - ON OPPOSITE SIDES OF FIRE RATED WALLS T0 MAINTAIN A , , > . - RDU _ _ _ COF COFFEE MAKER . D ST: UN T : 0 ONTAL DISTANCE QF NOT LESS THAN 24 INGHES. . 1 I I , 4 H RIZ EDW RDS,CO ORADO 16321 a _ � _ _ ,o P8 PROVlDE 30G. . . . � _ _ . DW DISHWASHER PROVIDE DEDICATED CIRCUIT _ _ RADIANT FLOOR PROVIDE DEDICATED CIRCUIT - REFER D. ALL RECEPTACLES CONNECTED TO HOMEWORKS SYSTEM ARE RFP 9 926 8960 F.970.926 8961 UMP _ EF EXHAUST FAN INTERCONNECT SWITCH AND FAN- P TO MECHANICAL DRWAINGS FOR' _ _ , . , �2 . P9 PROVIDE 80NDING AND GROUNDING TO COMPLY WITH TO BE 20A HALF DIMMED RECEPTACLE BY LUTRON. ` FIRE PLACE PROVIDE POWER CONNECTION AND L4GATION . . . . FP. , N E.0 680 26 ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL PLUGS , _ OUTLET FOR TV COORDINATE MOUNTING HEIGHT WITH ON LIGHT FIXTURE CORDS. IGNITOR SWITCH GONTROL VIA DIGITAL.TIME SWITCH � N _ _ 1 COORDINATE LOCATION OF EPO AND TIMER _ EQUIPMENT � - TECT, lNTERCONNECT EPO WITH E. ALL TRANSFORMER AND DRIVER. tOCATIONS ARE TO BE , ELECTRONIC SLIDING MOTOR LOCATION lNTERCONNECT WITH _ SWITCH WITH ARCHI ESD � � _ , PUMPS PER POOL CONSULTANTS RECOMMENDATIONS. - COORDINATED WITH ARCHITECT AND MILLWORK CONTRACTOR. ; TELEVISION MOTOR _ DOOR AUTOMATION PANEL. ` NM � _ - ST L JUNCTION BOX FOR UNDERWATER LIGHTING F. CONTRACTOR TO PROVIDE TOGGLE .SWITCHES IN LUTRON FAN COIL UNIT MOUNT ABOVE ACCESS PANEL, REFER 3 1 IN A L + FCU � , , � Flack Kurtr Inc. TOWEL COORDINATE GONNECTION TYPE D NCE WITH N.E.C. 680.24. KEYPAD LOCATIONS FOR .SYSTEM TESTING BEFORE LUTRON . _ - TO .M SERIES DRAWINGS FOR TYPE. �yy IN ACCOR A WARMER WITH MANUFACTURER 405 Howard St.;Suite 500 GD AG DISPOSAL PROVIDE DEDICATEQ CIRCUIT CONNECT SPA. UNDERWATER LIGHTING CQNTROL _ GARg E � _ San Francisco, CA 94.105. . , PER MANUFACTURER S,INSTRUCTIONS _ GAS COOKTOP COORDINATE MOUNTING HEIGHT WITH MOUNT ABOVE ACCESS PANEL QR IN Tel. 415 398 3833 . TUB BUBBLER GC _ E UIPMENT MANUFACTURER TUB Fax 415 433-5311 Q CLOSET COORDINATE WITH ARCHITECT ' 1 PROVIDE SIGNAGE PER N.E.C. 230.2E. _ _ _ ' � UR UNDER-COUNTER COORDINATE MOUNTING HEIGHT WITH . _ IH INSTA. HOT _ _ 5 _ , �! 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DIMMING PANEL . * _ DINING DOWNLIGHTS 2 DWN . ' LL ENTRY HALL DOWNLIGHT 5 DWN MASTER BATH 2 BATH COVE 2 69 � � 200 W , 2 25 � � � 250 W 2 56 � 100 W _ _ , B. ALL HWP PANELS ARE TO BE SUPPUED WITN EIGHT CONTROL 3 73 G 2o4W �I. HALLWAY / DESK UNDERCABINET . � yy . �IASTER BEDROOM 2 DOWNLIGHTS.5 DWN s P1 _ , . , SPA LIGHTIN 3 42 71 3 50 � � 250 W . MO _ , DULES EACH. . * MASTER BEDROOM 2 CLOCK RECPT: , 4 SPARE 4 13 DEN`/ DOWNLJGHTS 3/DWN 150 W 4 58. . � 180 W _ _ , .: LAKE ST.;STE.#100 _ _ _ TOTAL 1004 .W TOTAL :: . ` 1011 W TOTAL 530 W _ C. HWP PANELS ARE LUTRON TYPE HWBP 8D 20 120L3. , , _ _ 4 VER,COLORADO 80205 _ _ � ; ; ,,. , _ . . . _ ; ' 5 DEN , , D. USE . 12 AWG WIRING BETWEEN TERMINAL BLOCKS OF HWP # 303 861 85 5 F 303.861.3027 ' -- � TYPE. . ZONE CIRCUIT ZONE NAME LOAD # TYPE ZONE CIRCUIT ZONE NAME LOAD # TYPE ZONE CIRCUIT ZONE.NAME D - . PANEL AND LOAD. 0225�aiN srREET:uNir C�o� , _ , , _ _ * _ _ BEDROOM 5 CLOCK RECPT. MASTER BEDRM BATH HALL 3 DWN 2 PENDANT �A _ '. , . - - - - ARDS,COLORADO 81632 . . 2 HW RPM 4A 1 16 DINING / DOWNLIGHTS 4/DWN 400 W , 2 HW RPM 4A 1 65 � 360 W 2 HW RPM 4A 1 43 � I � 500 W EDW _ _ _ E. PROVIDE AFCI BREAKERS FOR ANY BRANCH CIRCUIT THAT SERVES DINING ACCENTS 7 AD,i. BEDROOM 5 DOWNLIGHTS * 9T0.926.8ssoF.s�o.926.8961 < _ - - A BEDROOM SPACE. , 2 15 � � 350 W 2 28 � 150 W 2 57 MASTER BEDROOM /.CLOCK RECT. 360 W , _ 3 SPARE . 3 2g BEDROOM 5 / S/W OUTLET BED MASTER BEDR00�1 2 HALL DOWNLIGHT 1 DWN * P1 ' P1 , . 180 W 3 49 � � 100 W , _ 4 SPARE 4 32 BEDROOM 4 / S/W OUTLET /.BED R 180 W 4 SPARE , 0 _ : TOTAL 830 W TOTAL 9 0 W TOTAL 980 W . NUMBERED NOTES - �' TYPE ZONE CIRCUIT . ZONE NAME LOAD . � ZONE CIRCUIT ZONE NAME LOAD � TYPE ZONE CIRCUIT E .. TYPE ' ZONE NAM LOAD , - - - - BREAKFAST PENDANT - - BEDROOM 4' CLOSET DOWNUGHTS 4 DWN * _ _ MASTER BATH 2 VANITY 2 SCONCE , , , 3 HW RPM 4A 1 12 � 600 W 3 NW RPM 4A 1 27 � � 400 W 3 HW RPM� 4A 1 44 � / 600 W . P1 PROVIDE AFCI TYPE BREAKER. 2 1� BREAKFAST / DOWNLIGHTS 4/DWN *q.p0 W 2 64 BEDROOM 4 / CLOCK RECPT. �g0 W 2 39 MASTER BATH / VANITY 2/SCONCE 200 yy KllrtZ h1C. O P1 Pt 405 H d S t 0 GREAT ROOM ART ACCENT 2 ADJ. . BEDROOM 4 S W OUTLET D TOE IC a�war t..Sui e 50 _ _ BE L MASTER BATH K K ROPE , 3 67 � � 100 W 3 33 � � � 180 W 3 40 I � 50 W isco. CA 94105 _ - . „ _ OM 3 C C 0 _ 4 SPARE 4 66 � � 100 W 4 SPARE Tel. 415c 398-3833 . _ BEDRO 0 K UTLET _ � . - _ _ _ TO 180 W TOTAL 9 , TAL 1 40 W TOTAi:. 850 W. . . Fax 415 433. 5311 - _ - NEC LOAD:TABULATION LC-701A UNIT-701 � ) _ _ , _ # , TYP LOAD , 0 AME Total ft2 , 4957 E ZONE CIRCUIT ZONE NAME # TYPE Z NE CIRCUIT ZONE N LOAD # TYPE ZONE CIRCUIT ZONE NAME LOAD � - , . • - _ _ UPPER HALL TRACK _ _ BEDROOM, 4 DOWNLJGHTS 7 DWN s _ _ MASTER BATN DOWNLIGHTS 7 DWN x Load. Area Quantity VA/sf VA Remarks 4 HW RPM 4A t 17 � 450 W 4 HW RPM 4A 1 30 � � 700 W 4 HW RPM 4A t 41 � � 350 W � ����r I �W , . UPPER. HALL DOWNLIGHTS 3 DWN ° ' ` BATH 4 TOEKICK ROPELIGHT MASTER BATH 2 DOW s , General �ghting: 5 er NEC Table 220-3 2 10 � � 700 W 2 31 � 50 W P1 2 55 � NLIGHTS 5/DWN 250 W P1 49 7 3 14871P , _ s , . , 3: � UPPER HALL / STAIRWAY DOWNLIGHTS 6/DWN BATH 3 / TOEKICK ROPELIGHT MASTER BATH 2 / BATH DOWNLIGHTS 2/DWN - _ Small A liances _ , PP 5 1500 7500 NEC 210.11C _ . 300 W . . - . 4 SPARE 4 SPARE _ 4 53 MASTER BATH 2 / TOE KICK"/ROPE LIGHT 100 W 34 50 W , Laundry Circwt 1 1500 1500 �210.11 C) . . . - TOTAL 1450 W TOTAL 940 W . TOTAL 850 W , Sub-Totol _ - 23871 _ _ _ . , , A lication` of Demand Factor 22 -11 . � _ 0 _ PP ) . .. � _ � TYPE ZONE CIRCUIT ZONE NAM LOAD � ZONE CIRCUIT ZON N ME . _ E TYPE E A LOAD � TYPE ZONE CIRCUIT ZONE NAME - LOAD . : ,. . . _ . Demand Load VA 117 000 VA � 35/. _ ` Total VA 3000 VA � 100% � Remamder .0 25� � ) _ _ KITCHEN PENDAN ` _ _ BEDROOM 3 DOW LIGH S 8 D N s -- _ 5 HW RPM 4A 1 8 I T 600 W 5 HW RPM 4A 1 38 � N T � W : 400 W 5 HW-RPM-4A 1 45 MASTER BEDROOM / DOWNLIGHTS 6/DWN 300 W ; ` tSSUE/REVISION DATE -N0:- 3 00 _ POWDER ROPE LIGHT _ BEDROOM 3 S W OUTLET BED R 0 , 2 871. 3000 7305 0 10305 ' 2 Z � 80 W 2 37 � � � 180 W 2 47 t�ASTER BEDR OM / S/W OUTLET BED R 180 W : , - Pt P1 _ _ - . 3 24 GREAT ROOM / FIREPLACE ACCENT 6/ADJ. 300.W 3 . 36 BEDROOM 3 / S/W OUTLET/BED L 180 W 3 46 MASTER BEDROOM / S/W OUTLET BED L �g� yy PROGRESSSET 260CT07 . . . � ; _ : li ` ' BATH 5 TOEKICK ROPEUGHT ' `k�ASTER BEDROOM S OUTLET B . Fixed m Place App ances 4 SPARE 4 26 � 50 W 4 52 2 / /W / ED R 180 W TOV RESPONSE 17DEC07 g ` uantlt VA unit TOTAL 980 W 0 L Load Q Y � Connected VA Demand _ VA Total T TA 810 W TOTAL 900 W . , , - _ . _ : ; ; _.: T Theater AV RDU HW � � � 1 900 900 1.00 90Q OV RESPONSE 11FEB08 - , . _ � WC, UC Refs 3 400 0 . 5 900 � NPE ZONE CIRCUIT ZONE NAME LOAD � TYPE ZONE CIRCUIT . ZONE NAME LOAD � TYPE ZONE CIRCUIT ZONE NAME LOAD 16APR08. , 120 0 7 T 0 G S * - - E PENDANT ER REVIEW * 6 HW-RPM-4A 1 23` GREA R OM / DOWNLI HT 8/DWN 800 W 6 HW RPM 4A 1 22 BAR / TABL 600 W 6 HW-RPM-4A 1 48 MASTER BEDRM / ENTRY HALL DOWNLIGHTS 2/DWN 100 W ` Garbage Disposal 1 780 780 0.75 585 ; CONSTRUCTION DOCUMENTS 08AUG08 , KITCHEN UNDERCABINET BAR ACCENTS 6 ADJ. MASTER BEDROOM 2 S W OUTLETS BED L . 2 s / �4a w z 20 / / 30o w 2 si / / / �eo w _ Dishwasher* ' 2 1200. 2400 OJ5 1800 P1 s , , � - _ 3 SPARE 3 35 BATH 3:./ CLOSET LIGHT P1 3 59 MASTER BATH 2 / MAKE UP MIRROR Cookto P 1 120 120 1.00 120 CCD#110 01 MAY09 1 : 100 W 15 W . 4 SPARE _ . SPARE MASTER BATH MAKE-UP MIRROR TOV UPDATE _ 4 - 4 71 � 150 W 05MAY09 2 Coffee Maker* 1 1440 1440 OJ5 1080 � ' TOTAL 1104 W - TOTAC 1000 W TOTAL _580 W , _ TOV UPDATE 190CT09 3 , Kitchen Hood 1 250 . - 250 0.75 188 Microwave* 1 _ 1650 1650 0.75 1238 , : � TYPE ZONE CIRCUIT ZONE NAME LOAD �' TYPE ZONE CIRCUIT ZONE NAME LOAD � .TYPE ZONE GIRCUfT ZONE NAME LOAD TOV UPDATE _ 20JAN10 4 Motorized Shades - - - GREAT ROOM FAN 1 8AR BAR PENDANT 5 DWN 1 500 500 1.00 500 7 HW RPM 4FSQ 120 1 60 � 0 W 7 HW-RPM-4A 1 19 � � 500 W . 7 HW-RPM-4A 1 14 LL HALLWAY / DOWNLIGHTS 8/DWN 800 W UNTI 701 PERMIT. 09FEB10 5. . ` . * _ Jacuzzi Tub 1 1000 1000 OJ5 750 2 SPARE 0 W 2 _ 68 BAR / S/W OUTLETS 36D W 2 SPARE , ** ` , D er* BAR BACKLIGHT rY 1 5000 5000 1.00 5000 3 - SPARE 0 W 3 21 � 100 W 3 SPARE _ . . _ - Fan Coil Unit 5 450 2250 1.00 2250 4 SPARE 4 SPARE 4 SPARE D� C Q►p....... / , . ., � AV E ui ment TOTAL _ 0 W TOTAL 960 W TOTAL 1200 W O . . q P 7 240 1680 1.00 1680 _ . ,. .�E' : _ , o`:• ��" '� :y _ , , . � . N TV Motor 1 1000 1000 1.00 1000 ; t�; °� �' ; � � � �� , �� . . . # TYPE ` ZONE CIRCUIT ZONE NAME LOAD ; # TYPE ZONE CIRCUIT ZONE NAME - LOAD # TYPE ZONE CIRCUIT ZONE NAME LOAD � . R'.o Motonzed Doors 3 500 1500 1.00 1500 , . � , . _ _ UPPER HALL ACCENTS 6 ADJ. _ _ GREAT ROOM S W FLOOR OUTLETS _ _ LL HALLWAY. DOWNLIGHTS 7 • • _ 8 HW RPM 4A 1 3 � � 300 W S HW RPM 4A 1 4 � � . 360.W- 8 HW RPM 4A 1 72 � 497 W insta-Hot 1 1500 1500 1.00 ' ' 1500 8 � , . ; 2 70 KITCHEN DOWNLIGHTS 4 DWN * p KITCHEN A�CENTS 6 ADJ. _ . � � � 40 W 2 7 I � 300 W 2 SPARE .o � � , * -. . . . t�i Toilet Exhaust 7 57 399 OJ5 299 , ; �j •. .• , . , 3 g KITCHEN / DOWNLIGHTS 2/DWN *200 W 3 SPARE 3 SPARE .• �'► , F�,•�•...,.. ` Oven 1 - 80�0 8000 1.00 8000 , � S/Q E�\ _ . 4 SPARE 4 SPARE 4 SPI��E . NAL In Floor Heat 2 _ 5 28 1056 1.00 1056 _ TOTAL 1020 W � TOTAL � 660 _ , W TOTAL 497 W *ss , NEC Table 220.18 D ers _ ' ry Sub Total 32625 30345 . TOTAL ON PANEL 7568 W TOTAL ON PANEL _ 7221 W TOTAL ON PANEL 6387 W _ _ * , , _ , _ C _ NE Tarticle 220.17 A liances TOTAL BEFORE DEMAND PP � } 56,496 VA , -, . TOTAL AFTER DEMAND . _ 40 650 _ ► VA � ) _ _ 195 A _ _ _ - V ; _ , . ` _ _ . .J . - �. " . ` - , , , . _ , ' _ _ a _ , "'J ' _ _ _ , _ _ .. . , .�� � . . .. . . . . . . . . . .. � .� �.. � � . . . ���. � � Q � .-esrx. . .. . �.� : . . . � .'. . ...� ... . . � .. . R,' . . . , . ' . .. ': . . . " ' . . '. .. � .. . . . . . ... , . ..,. .. .. . � � . , � . � . . �� .�'.� .. .�' '. . � . . .. .. ... � . � . � . . . . . �. . : . . . . . . . �� � ... . . - . . . ' . . . . . � . .� ., � . . � . � . . � . . .. . . . .._ . . . . .. . . . . . . . . . .. . . . ' - .. ._, PANEL. LC 7018 208 1 PHASE 3 WIRE CESS • LC 701A 1 208V 1 PHASE 3 WIRE - • 1C-701A 2 208V 1 PHASE-3 WIRE `. � _ RE ED PANEL. � ). , RECESSED RANEL. � ) , RECESSED (` � _ - � � . . 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'.. . � . . � . . . .� .. ....."€`;.�,�.,, �� ...... ...._....,.<. . . . . i ,_..:..=�-. �.. . . . ?`r� -1... ........ . . . . . . . � . . . : . . . . ; . . � . . � . . . . . . . .,,..-...t.:..n:<:. - A. . .m;.r v..... � . . .. .. . �f` .a'�w:..:: 4..4i 4.........v...-y . � . � . . . � . � _ w,-u`�..> .`.e" ...� . .:...., . . . . . . . .. . . . . SPARE 20 1 27 �5...� �._:.�: ,._..��._ 28 20 1 SPARE E DRYER 30 2 27 �_�y� :,. 2,500 �s�., �-�: 1,440 28 20 1 COFFEE MAKER _ E SPARE 20 3 69 �.F<, ,;�, � .� 70 20 5 SPARE . . . . . . . � . . ./ Y,e •''Sp�.-d-�: t . . . . . . � . . . .. . . . � . . . . . . . . � . � � . . . . . . . . � , .,.-.i-�, 3.._: R_. � 2..+-�:.....:4�:.. / - � . . . ' _ / !f"�"n.--., -n:`...,y-`� ' =w.a.#`+v.....��3;.� . ./ .. ' � : / �-" c;..'�+.9i?...'YA.e..:°; / ... . � . . � � _ . . . . . . . . . . . 'a' .,.,,c., '.';i::,�� ._. . .,,... � � . . � � . . . . . . . . . . .. . ., . . . . . �NS.�^S ';.; � . S .�."Y.es�w."':�: ' .. . . . �. � . � . . ... �. . . � - . . . . � - . . . . �. � . -�.3� �` _ti..:,z: . . ' ._ . . . . . r';;s?n 4 ': ..sr ,z . . . . � . . ' . . . . . . . . � '. . . . . . .. . . . . .� . � .� . . �. . . . . � . � . . . . ..: .. .�. � . � . . . � ,.� ..,..r.,, sr.....,_.= ^�_.....,": . . . .. . . . . .....�, ...,�a:�-�. � . ....�._ � . .. . . . ... . . . � . ... . . . . � . ..s;=m,.,.�,a.,-�.,:. �' «.,,.>.s.,a,,. � � ... � � .. . . . .. .... . � . . . . . . . . . . . . . . . . . � . . �� .fi-- z,.�; s. .:.,-:. -,;,o,"�. ,,.,., . . .. . . 1D .. .� . . . � - .. � 1/ .. :a�_?«e .3„ss. ..,.s:r -..�s . �. . . . . . . . � . .. .�;:h�5' . _ . . . . � . . . . � . �. . . �.. . . . . _-.>.�z ._.,, ......n.,. _..>.. . . . . . . . . . . .,o. ...-._. ,�..�',: '. x«=ia.s....�`-5��:�.. . . . . .�� .. .. .. . . . . . . . . �. . -�s.�e-c ,: - � . ........:. . ...„.�:, . . � . . . ._:,.+- k., _.....: . . . . . .. . . . . . . . . . . .. SPARE 20 1 29 M _��_:,, .. .� __ 20 1 2 500.�.��.� 1 200 ��.�.�: 0 v�. ,.., ���-_ :.�.: g I �� . _....., .._,.�... 30 SPARE E 29 � , , . , , ,,,.��., 30 2 1 DISHWASHER E _ SPARE 20 4 71 �.��. � �. ,U.�- �,: 72 20 SPARE _ :. �..; ....� � ..,�.o.. �._.,.,, � ,�,:�..,��.«._:: �.�.,x�, � � �� � � 1.v ,� . - e.w.,,�, � .E.... :.:.: O � � k;�_: - � �....h : � � .r� :� , i;_. N �-�=;r _ SUBTOTAL VA 15�056 14.940 0 0 SUBTOTAL VA M FAN COIL 20 1 31 � .•��_: 450� ��_„.�,.:. 1 920 32 20 1 TELEVISION I�OTOR M SUBTOTAL VA 3 980 4 620 17 547 17 307 SUBTOTAL VA __ _.:��a�.: � . � � � , � � . � ) ( ) . ( ) / ���.�:�: , (n _ _,� : �: , _ ,.x..�. _. �t ,- : TOTAL ALL PHASES (VA) PHASE A PHASE B LOAD AFTER DEMAND (A) , E WASHER 20/1 33 1,500 _� ��; 240 ; , 34 20/1 . BEDROOM 1 P1 R , TOTAL ALL,PHASES (VA) PHASE A PHASE B LOAD AFTER DEMAND (A) �,,_. _ �.. , ,a :-.F..., _ .£ � �§�� _ _ �.�,�_ '..= ��� �r�. _ 29�996 15�056 . 14,940 144 E AUDIO COMPONENT 20 1 35 �r_ 240 : �,., .t� 528 36 20 1 RFP L , - . - - . - � _.��. .;�_�...-.�, � .,�_.d W. � - . � _,x.�, � .;:,. , . �- : . � . � .. . . . .. . .. � � _ . . . . . . . . . . � _ - - . . . . .. . . .� . . . . . . .. ,x�:� .. .s.. . sz l:� :: - . �� �� . ' . . � . . � � � � . � . . . � . � . . �. 20 1 BEDROOM 2 P1 R E - EQUIPMENT H - ELECTRIC HEAT K = KITCHEN EQUIPMENT L = LIGHTING M = MOTOR R = RECEPTACLE i E AUDIO COMPONENT 20/1 37 240 � 240 ��,,.,��.. 38 � _ � � ��., .��.�.:< r s�.� ��_ _ .. ,: : _.,�...;��y , t � �.H _a:. ,-. ��_ .-�<�; 7k 2 1 �, ....� .:,: �. •�.;s, 0 . ED R DEMA C E AUDIO COMPONENT 0/ 39 � ,,: 240 �.,�, 528 40 2 /1 RFP L LOAD CENTER FE E ND TOTALS CALCULATED BASED ON NE ARTICLE 220, SECTION B ._�__. =:€_s.,-:. , �.,,,. ,ry,� �. , -.� � ... -�� ��.: _ „�._�;�, ,�..�. ,���; ��vs: _ 20 1 � �;� � , 240 ����. ::�.;�: 20 1 E AUDIO. COMPONENT / 41 240 ,,�� r � �,��- . ,:.�: 42 / BEDROOM 3 P1 R _ _ ....� �. ..�., ,.m......,�. , . _ � _ 2 _ SUBTOTAL (VA) 10,250 7�000 7,380 8�376 SUBTOTAL (VA) , - - : , _. TOTAL ALL PHASES (VA) PHASE A PHASE B LOAD AFTER DEMAND (A) _ - , , , , _ . _ ; . - _ _ . _ UNIT 701 _ ` _ _ _ _ � - _ - . . ' PLOTTED , , ., . _: , . . CHK'D BY 70OC e _. , _ _ _ _ _ . . COPYRIGHT�2006 BY DAVIS PARTNER5HIP P C. ARCHITECTS ' i _ ' • , _ _ , _ SHEET NUMBER� _ � - , _. _ ' _ ■. _ , , ` . _ , _ _ . , _ , `. ,: . ` _ , , - , .�"""� � , ,... .... _.. i I DESIGN DATA ` .: � UNITS SPA LENGTH FT. 6'-8" ; , � WIDTH FT. 6'-8° �. i, WATER SURFACE AREA SQ. FT. 44 � ,�; , � ' �p�'���� �� i , PERIMETER FT. 27 VOLUME GALLON 325 , , CIRCULATION SYSTEM & FILTERS _ SPA TURNOVER RATE HOUR 0.15 _ - - - - - - - - - •< - - - - - - - - • _ - RECIRCULATION RATE GPM 35 2301 BLAKE ST.,STE.#100 , . - .,, � ., _ . ,_ _ _, -._ ,_ ..,. . .._. _ '., "•� � FILTRA�ION RATE (MAX. DESIGN} GPM/SQ. FT. 12.5 DENVER,COLORADO 80205 - - - - - - - - 303.861.8555 F.303.861.3027 . 7 - $ FILTER AREA REQUIRED SQ. FT. 2.8 0225 MAW STREET. UNIT C101 ( _ FILTRAl10N RATE (ACTUAL} GPM�SQ. FT. 11.1 EDWARDS,COLORADO 81632 ' i _ � 970.926.8960 F.970.926.8961 FILTRAl10N AREA (ACTUAL} SQ. FT. 3.1 - - FILTER BACKWASH RATE GPM/SQ. FT. 15A - i i ' BACKWASH FLOW RATE (PER FILTER} GPM 47 _ - SURGE CAPACITY GALLON N/A - SEWER CAPACITY GPM 50 ` _ i DESIGN FlLL RATE GPM 5 -- DESIGN FILL TIME HOUR 1 i - _ � I i i � ; . ARNE . , B - _�� � GENERAL SPA NOTES ,; I , �--y � ; ; L__ I i �' - - � J �-�� \ i L—�i - � �:� -- ----�-(--f`�--1-�------ • �___�___ _ ___________________rt____� A i -- i � - L � DENOTES WATER �EPTH FROM WATER LEVEL I L i � � \�,� — �`�/ L i = 2. SPA FINISH TO BE POLISHED S/S WITH NON-SLIP CONTRASIING BENCH 1936 MONTAUK HIGHwAY � � � � �- � � � ' i i� � NOSING AND ETCHED STONE DEPTH MARKINGS. BRIDGEHAMPTON, NY 11932 � i i 3. TYPICAL SPA DIMENSIONS SHOWN ARE FROM INSIDE FINISHED SPA 631.537.3555 F.631.537.0558 .£,. . ��• _________ - WALL 210 Edwards Village Blvd.,Suite D-207, PO Box 878 ,.; i ------------------------------- . ::� - 4. Tl-IE JUNCTION BETWEEN THE SPA WALL AND THE FLOOR SHALL BE THE Edwards,CO 81632 ..._..; _ :., �; i — � - _ MANUFACTURER'S STANDARD. 970.926.4151 •..:. � — 1 �� - 5. DEPTH f�ARKERS AND WARNING SIGNS ARE SHOWN IN APPROXIMATE ISSUE/REViSION DATE NO. :. ..- ' , — ; LOCAl10NS. DEPTH �IARKERS AND WARNING SIGNS MAY NOT EXCEED ��` � \ � : 25'-0" APART FROM EACH OTHER, AND SHALL BE PLACED AT EVEN oWNER REVIEw 16DECOs — SPA - FOOT INTERVALS PER LOCAL CODE. DEPTH MARKERS SHALL BE ETCHED PERMIT 05FEB10 — REFER: SP1A IN STONE. s - - ' � - � 6. ALL PROPRIETARY NAMES MENTIONED ARE TO DESIGNATE PERFORMANCE STANDARDS EQUIVALENT PRODUCTS MUST BE SUBf�ITTED FOR REVISIONS i APPROVAL DESGRIPTION DATE NO. � — - J. SLIP RESISTANT DECK. REFER TO ARCHITECT. i n T.I. PERMIT Q9MAR10 1 U 8. DECK DRAINS & HOSE BIBBS. REFER TO PLUMBING. SPA MECHANICAL ROOM � � - � i 9. ALL SURFACE WATER SHALL DRAIN AWAY FROM TNE SPA. BELOW SPA � REFER: SP3A - = 10. GFl QUTLETS. REFER TO ELECTRICAL , — � � 11. ELECTRICAL INSPEGTOR SHALL APPRQVE BONDING OF REINFORCING SPA g � � BRACING AND SPA SHELL. ,:°:. i i 12. ELECTRICAL TO COORDINATE WITH SPA AUTO COVER MANUFACTURER - _ � _ FOR PROPER CONNECTIONS PRIOR TO PdOL CONTRAGTOR INSTAWNG _ O I COVER UNIT. i r - � - �✓ i � , � - � _ , , - SI�ET INDEX . :� . -�-� _ �-�- - SHEET DESCRIPTION : • . _ i � —I �C�_ �� � r � , :; �� SP0.0 SPA REFERENCE PLAN .. � — � - SP1.0 SPA PLAN & SEC110NS i I I _ SP1.1 SPA DETAILS - _ SP2.0 SPA PIPING PLANS �...: - ,,.. � SP3.0 SPA MECHANICAL ROOM PLAN & SECTIONS - - i � SP3.1 SPA MECHANICAL DETAILS � I I SP4.0 SPA SYSTEMS SCHEMATIC - � II � . I ln- - - - - - - - - -� - � , � , �— — — �-- : � ,... � � . . „ , ::. ' II , W � � � : II � � � _ , � � II 0 � ' ' I T � _ o o �, _ , � t�.. O o — � oQ � . .. , � Q o� Q , _:,. . _ ...�. . . _ _ . . : . . _ - .. .. .. _ : .,_. . ... , . , . . . z ..... . � . . , _,.:: . . ....s ... 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'4T ��f °m _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _._ _ _ _ _ _ _ _ _ _ _ _._._ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � . . . � . . . � . � '�� €���{�� 'sa° � .. i . . . . . . �. . . � . � . . � . . � . . � � I � ���• '�!!���,`� `���5' �a�� �d I � !r €��f��� 3P��,� � � , � i I � � � SPA REFERENCE PLAN , : ; : ::, ; , ; , 2 1 y� PLOTTED 03/08/ 0 0 y d ' ,�'' �' �,� ........ �'��` Covrrs�,Mart•HurrsAxEx x� St.Louis•Los Angeles•Denver CHI�'D BY St1Cl Py@ 10733 SSt.SLo��MO 63127t)t Floor � ■ O COPYRIGHT 2006 BY DAVIS PARTNERSHIP P.C.,ARCHITEGTS m ry � ph:314.894.1245 fcxx:314.894.0109 a www.clth2o.corn � R' SHEET NUMBER: s o IV o , � SPA REFERENCE PLAN , N SP0.0 1" _ �,_�,� ,z�,e�os (a��P�arvs THis PaGE� D.P.A. PROJECT # 06232.00.310 � ✓ I `'�� ,x _ ,,. _ _ _ _. _ _ . _ _ _ _ _ __ __ _ _ . . __ __ . _ __ _ __ . _ �,�,�'��'- ----�� �, DEPTH & WARNING SIGNAGE SCHEDULE ' ' ID SIGNAGE OA 3 FT - 3 IN =_ � '� , � , : . �Z NO DIVING � � � . ��'���� �� > _ $ � NOTE: "V" DENOTES VERTICAL DEPTH MARKERS AND WARNING SIGNS ` ONLY. � � 6'-8" LEVEL 9 � 196'-0" M�� 1' 0° � 2„ P, �n 2 2301 BLAKE ST., STE.#100 ' ; �_��=4� ,s;_;�;, POOL EQUIPMUVT LEGEND DENVER, COLORADO 80205 ' PL HYDROTHERAPY JET 303.861.8555 F.303.861.3027 i . - 16 TYPICAL 2'-4 1/8" 2'-4 1/8" REFER: 3/SP1.1 LEGEND ID IIEM 0225 MAIN STREET. UNIT C101 EDWARDS,COLORADO 81632 � � 5�8n �p N � $M UNDERWATER LIGHT 970.926.8960 F.970.926.8961 � \ � T}�p COVER TRACK � � REFER: 2/SP1.1 � _ � `i � i REFER: 7/SP1.0 ° C° �. M c� ca 2 MAIN DRAIN HYDROTHERAPY JET � C� REFER: 12/SP3.1 � REFER: 6/SP1.0 `t oo � (� JET SUCTION � I JET SUC110N (� 3 3 . a \:J REFER: 12/SP3.1 ,� TYPICAL OTHER SIDE U � REFER: 12/SP3.1 ao 3 � N�A RE R: 5/SP1.RlS � : �'. - _ - � P1. j Q MAIN DRAIN � 2 � o N�A WARNING SIGNS � = REFER: 12/SP3.1 2 REFER: 5/SP11 i � � . � � � . . . . 2�-8n � � � � � � . . . . . . .� . . . . � . .E Y . � � M _ BAR N i' 4�-11" � � A R IT E T , 1936 MONTAUK HIGHWAY i _ _ - - SKIMMER BRIDGEHAMPTON, NY 11932 i ; �; 631.537.3555 F.631.537.0558 i _ - REFER: 13/SP3.1 I � 3�-4" 3�-4" DEPTH �IARKERS & WARNING SIGNS 210 Edwards Village Blvd.,Suite D-207, PO Box 878 � _ ,z: _ , , ,_ .., _ _ Edwards,CO 81632 � �T,� -- _ - LEVEL 8 REFER: 5/SP1.1 A 970.926.4151 , 184�-6n ISSUE/REVISION DATE NO. 6'-8" OWNER REVIEW 16DEC09 PERMIT 05FEB10 � REVIS�ONS DESCRIPTION DATE" NO. ° TJ. PERMIT 09MAR10 1 $ 3 SPA SECTION � SPA PLAN . SP1.0 ��2" = 1'-0" 12���� SP1.0 ��2„ _ �,_a„ ,z�,B�o9 g - �;- - _ �o M LEVEL 9 O (n . . . . . . � � . � . �9V,—On . . � � � . . . . . . . �� , i' ' _ ,✓' . . � . . � . . . . . . � � � } . � . . . . . - ' _ .�" . . . . . . . . . � . _8p e = � Q � a � z.,:. _�.� _ _ ����� — W o � n �=k� ; � F� z � � p � � �� � o � � � , ��+� � , � � v � � � � � � � . . � � . � . � � � � � � . . . � N �' . � tD . ,r' • _ �. _ � . . . � . . . . . . � � � � . � -' '� - � Q � W - HYDROTHERAPY JET = � T Q REFER: 6/SP1.0 00 � N � � \ � . . . � . � � .. . � � � . � . � . . . � . � � . . , � � � � .. . N \ ' . . . . . � . , � . � . � JET SUCTION � i � T REFER: 12/SP3.1 `n �- � - - � � MAIN DRAIN � REFER: 12/SP3.1 - . . . . . . . � . . . � . : . .. � � � . . . . 2�-8n � . . . � . . .. . � � � � i i 4'-11" i � . . � � . . . � . � . � . � . P_ . . . . . . 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'y' . .� . . � .. � . . � � . . . � . . . i � E:,�°�af gF�� %���'/ gs��cl,�4 12'-1 3/8" ' tre� � ' �� ��� I i i SPA PLAN & SECTIONS PLOTTED 03/08/2010 � :::t:.;�<:;;?::::: :::::: ...;::;;.. ;.,,�:,;; ' � COUNSILMAN•HUNSAKER � St.LoL�is•Los Angeles•Denver CHK�� BY StaCl PY@ x �07314.894.12�fax:r314.894.0109 St.Loitis,MO 63127 OO COPYRIGHT 2006 BY DAVIS PARTNERSHIP P.C.,ARCHITECTS i " M � www.chh2o.com � a N SHEET NUMBER: � � 2 SPA SECTION , 0 a ° SP1.Q �/2,� _ 1,_�» ,z�z,�os �a��P�Arvs THis PAGE} D.P.A.PROJECT # 06232.00.310 � _ ._ _ _ _. _ _ _ _ . __ . _ _ . ._ __ _ __ ' �.. �«,-°`N"�. �� 2 1/4" � , �;k ;, , <�. . \ __ � 2 3/4n � � , � . � . �: � . ��°`��°"�`�� �� = DETAL A-A . � . . . . . . � . . . . . . . . � � � . � � � � � � � . 6n �' OT . . . � � � . . ....._�.. . _ ., . � . . . . ... .... ... .... . � . � .. . . . . . . . . . . . . � . . . . . � � � . .. � . . � . . .. . � � � � � . .. � � � . � . . � � � � .. .. � �� � :�� . SPA COVER TRACK � � ATER LEVEL ' SPA COVER 2301 BLAKE ST.,STE.#100 DENVER,COLORADO 80205 303.861.8555 F.303.861.3027 � a A � �. � BUILDING WALL 0225 MAIN STREET:UNIT C101 � a � .— � co REFER TO ARCH EDWARDS,COLORADO 81632 I i 970.926.8960 F.970.926.8961 � CONTRASIING NOSING I REFER TO MANUFACTURER . . � . � � . . . . . . . . . � . . � N . . . . . . . . . . . . . . . . . � . . � � \ . . � . . . � . . . . . . „ � . . . . . � � � � ...__..._._------------------------------'-- � . . . . � . . WATER SPA COVER TRENCH LEVEL S/S SPA FINISH � _ � 00 � I � � STEEL SUPPORT FRAME -.... . , COORDINATE WITH :; _ POOL FABRICAT�R SPa �o�R N E Y TRENCH BRACING BA R REFER TO ARCH a � 1936 MONTAUK HIGHWAY � BRIDGEHAMPTON, NY 11932 631.537.3555 F.631.537.0558 210 Edwards Village Blvd.,Suite D-207, PO Box 878 Edwards,GO 81632 970.926.4151 4 SPA COVER TRENCH WALL SECTION �SS�E�RE��S�oN oATE No. SP1.1 �„ _ �,_�„ � t2/o�/os SP�.1 �» _ 1�_Q» OWNER REVIEW 16DEC09 t�/so/m PERMIT 05FEB10 � REVISIONS DESCRIPTION DATE NO. T.I. PERMIT 09MAR10 1 - INTERNATIONAL Nd DIVING SYMBOL - « ETCNED IN STONE SPA EDGE . � � . . . . . � . N . . � � . . . . . . . . . . � . . . . . � . � \ � . � . . .. � � � . . . . . . � � � M � . . � . . � . . � � .� � . � . � . `O � �. � 3/4" SCH 40 PVC SOLVENT 3 FT 3 IN = � � WELD UNDERGROUND CONDUIT. WARNING SIGN PL/lN � � S/S CLAMP INSTALLED PER N.E.C. REFER TO ELECTRICAL FOR CONTINUATION NOTE: UNDERWATER LIGHT �i NO LEAK FLANGE DEPTH MARKERS & WARNING SIGNS ON DECK TO BE WATER INTERNATIONAL NO DIVING SYMBOL ETCHED INTO STONE SURFACE NOTE: ' S/S LIGHT NICHE ETCHED IN STONE & STAINED. COORDINATE 1. PROVIDE SUFFICIENT CORD AND WEDGED AND SEALED T0 LAYOUT WITH ARCHITECT & COIL AROUND LIGHT FIXTURE S/S SPA SHELL �- FINISH SELECTION. FOR DECK RELAMPING. REFER TO POOL m DECK M 2. PROVIDE WATER TIGHT CONDUIT a TO JUNCTION BOX. BONDING DETAIL 3 FT - 3 IN �- � . I- � DEPTH MARKER PLAN � - . _ a e �— � � � W � � � _ �C C� C� T— T � $ � � � � O 0 � � Q � g � Q � Q 5 DEPTH MARKERS & WARNING SIGNS 2 UNDERWATER LIGHT — W 0 J a SP1.1 3�4., _ �,_�» ,Z�o,�o� SP1.1 3�4,� _ ��_�� „��o�o� z G� J � � � � � � v � Q � W J � T � � � � � T � � 2" AIR HEADER LOCATED ABOVE Q WATER LEVEL. REFER: ----- FOR � ; HYDROTHERAPY AIR JNTAKE PLAN I . . . . . . ' . � . .� � � . . � .. �. . � . . . . � . N . � � . . � . . . � . � . . . � . . . . � . . . � . . � . . � . . � . . . . � . . � WATER LEVEL � WATER LEVEL ���r r r a rr�d,�, VARIES VARIES �o `��b?���,�°�.°,� �����°�°-�� M HYDROTHERAPY INLET TO BE ed��°� ey�}�}f�€����, ;��-y � FLUSH MOUNTED VENTURI FITTING � �� "� ° � ' ' , �d � ` o� 3�7�� �� � � � � _�° ����q��� �n � ��``� o dAp1����� `` O �rd` !/! }����� _ ^ HYDROTHERAPY HEADER � � TOP OF BENCH I FRONT EIEVAl10N S PA D ETA I LS SECTION , :�.:: �. ::. : ..: ; �:: : � .: : :, �' PLOTTED 03/08/2010 � , Courrs�.�x•HvrTS�x�x i �z St.Louis•Los Angeles•Denver CHK'D BY " StaCi Py@ ' I��7 10733 Sunset Office Drive,4th Floor W St.Louis,MO 63127 O COPYRIGHT 2006 BY DAVIS PARTNERSHIP P.C.;ARCHITECTS _ ' ph:314.894.1245 fax:314.894.0109 � " Y � www.chh2o.com � N i SHEET NUMBER: i a � 3 HYDR4THERAPY FITTING i 0 �� > >� 11��� ALL PLANS THIS PAGE) ■ I P N SP1.1 1 1�2 — 1 -0 ( D.P.A. PROJECT # 06232.00.310 � � , _ _ _ _ _ . . __ _ _ . _ _ _ _ _ _ _. __ _ � __ �� �`�`� �. : _ i C�NERAL PIPING NOTES '�, _ , , 1. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL COi�FLETE AND OPERATE PIPING SYSTEMS AS INDICATED ON THE DRAWINGS, AS SPECIFIED AND AS REQUIRED BY CODE. - a 2. PIPE SIZES INDICATED ARE NOMINAL, I.P.S. � ;:: � ,. . n 3. U N L E S S O T H E R W I S E N O T E D, A L L O V E R H E A D P I P I N G S H A L L B E T 1 G H T T O U N D E R S I D E O F � ������ �'� STRUCTURE OR SLAB. � 4. ALL BALANCING VALVES AND BUTTERFLY VALVES SHALL BE PROVIDED WITH POSITION '' INDICATORS AND MAXIMUM ADJUSTABLE STOPS (MEMORY STOPS). � - 5. ALL VALVES SHALL BE INSTALLED SO THAT THE VALVE REMAINS IN SERVICE WHEN THE �� j Q EQUIPMENT OR PIPING ON THE EQUIPMENT SIDE OF THE VALVE IS REMOVED. ', � 2301 BLAKE ST., STE.#100 i 6. WSTALL ALL PIPING WITHOUT FORCING OR SPRINGING. DENVER, COLORADO 80205 ; 7. ALL PIPING WORK SHALL BE COORDINATED WITH ALL TRADES AND SITE CONDI110NS. OFFSETS, 303.861.8555 F.303.861.3027 ' EXPANSION LOOPS, OR TRANSI110NS IN PIPING AROUND OBSTRUC110NS SHALL BE PROVIDED 0225 MAIN STREET . UNIT C101 AT NO ADDI110NAL COST TO THE OWNER. EDWARDS,CO�ORADO 81632 8. ALL PIPING INDICAlED SHALL BE CONSIDERED DIAGRAt�MAl1C. 970.926.8960 F.970.926.8961 9. ALL SPA PIPING ROUTED BELOW THE SPA SHELL SHALL BE SCHEDULE 40. • � � � 10. ALL EXPOSED SPA PIPING SHALL BE SCHEDULE 40 PVC, UNLESS OINERWISE NOTED. ' GdNTRACTOR SHALL REFER TO PLANS ANd SPECIFICATtONS FOR ANY SPECIFIC REQUIREMENTS REGARDING PLACEMENT. 11. ALL DIMENSIONS INDICATED FROM THE FINISH WALL SURFACE AND DO NOT ACCOUNT FOR ANY - ,, , , , • VARIATIONS W EITHER GRADE OR SLOPE DISTANCES. , . , ., . ., . , ., ,, i — _.- __ � i - i - - - _—� � i 12 THE CNEMICAL SENSOR 11NE SHALL BE A 3/4" TO 1" DIAMETER, SCHEDULE 40 PVC PIPE I ' I I I � \I \ � � � i I � � ( /� - � � i i EXTENDED FROM THE WET CELL SENSOR TO ITS RESPECTIVE BACKWASH CATCH BASIN OR ___. � , i �I C — !— �- —� � i i ' � � 1 I I C —/— �� —�`� � L_ ' PUh�P SUC110N. . . I L---'J. I I I-/ �_ _ _� L 1 . I . . . . . . � . . � rL_--- � J I� _--J.� ( ; 1--�-f — — — —I — � `7 —I— — — � � � i i - � i �--f — — — —� — � � r � � ; i 13. ALL PIPE TEES TO BE SIZED FOR LARGEST PIPE CONNECTION. ^ � r Y ��___�__�-_____________________________________�_______ � r , �_____-_,______�_____�__,__����___�-_�_______ ________________--_____ , ____� . ARN E , �------;------�-------�--,----i� � � . ( i i I \ \ � � � � i i ( i i I 1 \ � � 1 � i i 14. HYDROTHERAPY AIR VENT TO BE LOCATED A MINIMUM OF 4" ABOVE STATIC WATER LEVEL L _ _ _ _ i _ _ _ i � � / � � ; � — — — — � — — _ �- — — — � \ �� �� � L______J ° 15. ALL SPA PIPING MUST HAVE THE CAPABILITY TO BE DRAINED FOR WINTERIZAl10N. (OUTDOOR \ / L-------� ---- \ I � i ------� — — — � _ _.--� / i _ i \\ — — �� i = SPAS ONLY) T� r— —i-----------P10--�--- 1-------�---P10---�-------P10---r----� ; i � _ _ � ; ` 1 � i i � i -------2"—i------,-----2°----� 2� �n � ( _ � i - 1936 MONTAUK HIGHWAY r r � � � 'r �* BRIDGEHAMPTON, NY 11932 � 631.537.3555 F.631.537.0558 �� PUMP SCHEDULE I L------------� ------=2„----------------�---------------- --------------� � - — -----------------------------------------------------------------------------J 2 X87 �n + • • • • • • • • • • • • • • • • ( � 210 Edwards Village Blvd.,Suite D- 07, PO Bo 8 ( • P10 . . . . . . . . . . . . . . � . . . . . . . . . . . . .� . . . . . . . . . . . . . . . . I. . . . . . . . . . . . . � . ' - Edwards,CO 81632 � ' � . _ - SPECIFICATIONS PUMP REQUIREMENTS 970.926.4151 � I • ' � _ I � . P I� _ �- --- �--�� - „ — • � \ _ _ � ID DESCRIPTION GPi� TDH HP REFER TO ELECTRICAL ISSUE/REVISION DATE NO. � . ��� I — � � . � � I � � - PP1 SPA RECIRCULATION 35 53 .5 � : � — � _ -�' . � � _ � — _ PP2 SPA HYDROTHERAPY 240 21 2 OWNER REVIEW 16DEC09 � . - � _ r , i r� _ PP3 SPA HYDROTHERAPY 240 21 2 PERMIT 05FEB10 � . — — _ . _ — � . r— -------P4------�-----P4----� . ( � ' A REMOTE PUMP START B 15 �IINUTE TIMER � ' ( - - a C EMERGENCY STOP D INTERLOCK WITH RECIRCULAl10N PUMP REVISIONS I 2n - - i � 2°_ � o DESCRIPTION DATE NO. � P9 ' I I� —T I P4 P4 . P10 _ I I� �i I _ �2�_ � � i i _ 2"_ � `_ I I L _I.I � o o _ T.I. PERMIT 09MAR10 1 � . �� • I _ _ r Pg : - - i : P i o _ PIPE SCHEDULE , I _ � • I - - - ID DESCRIPTION � • - - � , ` �—v2° — "'8 — 2"� —I 0 o P1 2" FROM MAIN dRAINS Td PP1 y pg _ o P10 _ - P2 2° FROM SKIMMER TO PP1 �_2„ 2ff� J � � ����__ ��e�m��_��{��m��__��_ �� o _ � I P3 2n FROM PP1 TO SPA FILTER ' ' � � , � - � ' � � : I _ � _ _ q�" �M P4 2° FROM SPA FILIER TO INLETS , : - _ , t�l�rt�rrrr, : , _ � ��t�t��rr��, � - . `` � • I L� � �r �^� P5 2° FROM SPA FILTER TO BACKWASH CATCH BASIN P9 . - - I �� �r.r... • 2^ - - -� � P6 6n FROM JET SUCTION DRAINS TO P7 & P8 I �� � � ' � � � � ( � � P7 4 FROM P6 TO PP2 � ' I I� —I" ITf� �' '�� ; � _ I I� —T I I � �` P8 4° FROM P6 TO PP3 , : � �� � � � !111�?�11�� . , _ � �� � � /1�1�?7�1� - I • ( ; I P9 3° FR01� PP2 TO NYDROTHERAPY INLETS (— : 2"-- ,0 � 2M- � _ - - O 0 I O O - P10 3° FROM PP3 TO HYDROTHERAPY INLETS � . r.7 n- � ./ �._ �. � . . . �n �p . _ _ . / �_ . ' . . � _ � . � . . � . �. . � . � • � . . . . . � . � . . . .._ . t —— �J-\ I ( � ' PL- I I � ► _ � � I I �� I ' �� _ � i - PIPING LEGEND . � � - �_ _ — � - � : ` I r� — � — ' � _ LEGEND ITEM • � - � I _ WALL INLET � • � - �� � � _ I REFER: 7/SP3.1 � • � � — — - ,,�� —� — — � �, � � _ SPA UPPER & LOWER HYDROTHERAPY FITTINGS - • �. - - � � _ � �- - -- - - -i ; ; � I - ( I I I - P2 � ' � � ' � .p}J�_��__J C°� REFER: 3/SP1.1 . ` � I I C _ �� � � _ _ I I� -�-- — �I I � SKIMMER — - -� 1 T f �— � — - , � '�L J— — — —I.- J� - � �-- — — � � - � REFER: 13/SP3.1 , � , I _ O W • � _ MAIN DRAIN \ � ( . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I I � REFER: 12/SP3.1 !� � . . � . 1 '. . - � I . - � � � • - — ————— BELOW GRADE PIPING Q T - -f- -� L ` � � • _ _ —� -1-- — �� � I I - T 00 n � , , , � _ , , , _ = o � o P4 � � ; � � � O Q v J , , � I I 1 I "— 2" AIR LINE " � I I I I I � _ � Q � ° I I —U _ ��� � I � • _ r�— I I _ � � � Q � � — I I ' � � W O J ° I I - � I I _ z � - I I � � � � - - - -- � _ �,- - - - - - - - - - - - - - �� p c� ' 1—I-- - - - - - - - - - - - ��/ AIR INTAKE I � � — � � � � U � - - ' - - - - - - - - - - - - �-�. • � � — — — — — — — — REFER: 4/SP3.1 _ � � - � � _ I I - 1 Q ^ � I I I I I _ i I I I - W —J u �` � —u � � - � �- Q `� _ � _ � > � � I f - � T � � � � � � 1 I --� � - —�— -� - \ V1� � � I - `��— I I � � I I � � � u O I _ � - I � _ � i �v� l�� �tB/d!!�lo�� _ - li4<<����� R E���'�''�-�� _ � � °°�L�G��°°���`�,° ° ca�6��� �`��`� °` � �� 3479� �` � - _ - - _ vty ���' �� ' ' ` d°� K ,a°9�`Lt�``0� _ - r���� ���v 1\`� ,„ s/ �f`--f f� - _ �-/�1 , , � � - _ �� _ - j _ _ SPA PIPING PLANS , , :: . _ : ., . �, ., ».: N � - `<:': ..>":.;i':';;_. <, PLOTTED 03/08/2010 CovrTS�,�x•HurTSAxEx j � `` `, St.Lociis•LosAngeles■Denver CHK'D BY StaCl Py@ x - - 10733 Si�nset O�ce Drive,4th Floor , ■ ph:314.8941245 fax:314.894.0109 St.LouiS,MO 63127 �COPYRIGHT 2006 BY DAVIS PARTNERSHIP P.C.,ARCHITECTS � _ www.chh2o.com a N I SHEET NUMBER: ; �n - l � p � 2 SPA RETURN PIPING PLAN _ � SPA SUCTION PIPING PLAN - . o - • o SP2.0 / ,. _ , �� ,: SP2.0 » _ , „ ,2�,e�o� ,, �a��P�aNS THis PaGE� D.P.A. PROJECT # 06232.00.310 d N 1 1 2 — 1 -0 ,2�,8�� 1 1/2 — 1 -0 O ; . a . . . . . . . . . ' . � � � I . . . . ' . . . � . . . . . . . � . . . . � . . � . I . . . . . . � � � . . . . . . . . . . . � . . . . . . � . . . � _ . . � . . � . . . . . I . . . . . � . � � . � . . � . . � . . . � . . . . . � . . . '.'.����:����'::. . � . . . . . . � � .. . . � . � � � . � . _ GENERAL SPA MECHANICAL ROOM NOTES ' � � � � � 1. ALL SPA EQUIPMENT MUST BE INSTALLED ON HOUSEKEEPING PADS PROVIDED BY THE CONTRACTOR UNLESS NOTED OTHERWISE. $ : ` ' 2. EQUIPMENT ROOM FLOOR MUST SLOPE 1/4„ T� 1/2" TO FLOOR DRAINS. - - : ` g . WATER LEVEL CONIROLLER � , ,.. ..: ., . ..., ... . �... . .. �; . � ,. � REFER: 2/SP3.1 3. PU�IP PIT FLOOR MUST SLOPE MIN 1/4" TO 1/2" DRAINS. REFER T0 PLUMBING. � . _ : ; � � ��'���� �� � � 2 8 CHEMICAL CONTROLLER � ; 4. THE FLOOR DRAINS INDICATED ARE IN APPROXIMATE LOCATIONS. REFER T0 PLUMBING. REFER: 6/SP3.1 : P3. CHEh�ICAL FEEDER 5. PROVIDE HOSE BIBBS FOR HOUSE CLEANING PURPOSES. REFER BUILDING MEGHANICAL DRAWINGS. ` ( I REFER: 11/SP3.1 6. THE INSIDE SURFACES OF 1NE BACKWASH CATCH BASIN SHALL BE WAIERPROOFED. REFER T0 SPECIFlCAl10N. � � � . SPA HEATER 3-0 7. VENTILATION OF SPA MECHANICAL ROOM AND CHEMICAL STORAGE AREAS PER LOCAL, STATE AND JNTERNATIONAL MECHANICAL - .a CODE MINIMUM. REFER TO MECHANICAL 2301 B�AKE ST.,STE.#100 , 8. THE FOLLOWING INFOR�IATION SHALL BE LAMINATED AND POSTED IN THE SPA MECHANICAL ROOM: BACKWASH PROCEDURE, SPA DENVER,COLORADO 80205 ' ' FILLING & DRAINING, VALVE REFERENCE CHART, SPA MECHANICAL ROOM PLAN, SPA PIPING SCHEMATICS & SPA SYSTEMS 3o3.s61.s555 F.3o3.861.3027 � SCHEMAl1CS. 0225 MAIN STREET. UNIT C101 - - - - - - �- 9. REFER TO MECHANIGAL FOR HEATER VENTING DESIGN. EDWARDS,COLORADO 81632 � � 970.926.8960 F.970.926.8961 � - - - - - - - PIPWG I �pg l 1. MINIMUM 5' - 6� CLEARANCE BENEATH ALL QVERHEAD PIPWG. P�a 2. INSTALL AND SUPPORT OVERHEAD AND VERIICAL PIPING PER SPECIFICAl10N REQUIREMENTS. PP3 4" 3. LABEL AND IDENTIFY ALL PIPING IN COMPLIANCE WITH THE SPECIFICATIONS. i I 4. ALL FLOW METERS SHALL BE SIZED TO MATCH THE PIPE ON WHICH IT IS INSTALLED. PROVIDE PRESSURE GAUGES ON INFLUENT AND EFFLUENT SIDE OF EAGH FILTRAl10N SYSTEM AND A FULL LJNE SIZE FLOW METER ON FILTER RETURN. P � 5. THE BACKWASH PIPING SHALL TERMINATE NQ CLdSER THAN 6" ABOVE THE FLOOD RINI OF THE BACKWASH GATCH BASIN OR T1MCE »�s-s CURB r` THE PIPE DIAMETER, WNICHEVER IS GREATER. 6. HYDROSTATICALLY TEST ALL PIPING AT 50 PSI FOR TWO HOURS AND MAINTAIN A PRESSURE OF 20 PSI lN ALL PIPING ( � � I PP2 THROUGHOUT CONSIRUCTION. SECURE ALL FIXTURES PER SPECIFlCATION REQUIREMENTS BEFORE HYDROSTATIG TEST. � --- P9 FILTER5 BA RNE � � � � 3 P� L ALL FILTER SUPPORTS SHALL BE SEISMICALLY RATED FOR THE SEISMIC ZONE IN WHICH IT IS INSTALLED IN ACCORDANCE WITH � P3. p� LOCAL AND/ OR STATE REQUIREMENTS. IT E ( P5 2. FlLiER TANK ASSEMBLIES SHALL BEAR THE NATIONAL SANITAl10N FOUNDATION SEAL OF APPROVAL FOR A MAXIMUM FLOW RATE AR H PP1 OF 20 GPf� PER SQUARE FOOT OF FlLTER �IEDIA. 1936 MONTAUK HIGHWAY 3. FILTER I�ANUFACTURER TO CERIIFY FILTER MEDIA. BRIDGEHAMPTON, NY 11932 �:: ��F •,- .:' 631.537.3555 F.631.537.0558 P3 4. VALVES SHALL BE PROVIDED TO BACKWASH EACH FILTER VESSEL INDEPENDENTLY. m• � 5. TNE BACKWASH THROTTIJNG VALVE(S) HANDLE SHALL BE REMOVED AND TURNED OVER TO THE OWNER ONCE THE BACKWASH FLOW 210 Edwards Village Blvd.,Suite D-207, PO Box 878 m. SPA AB VE RATE(S) HAVE BEEN TESTED, ADJUSTED AND BALANCED. 97�0 926.4C0 81632 6. PROVIDE 1" DIAMETER, SCHEDULE 40 PIPE FROM THE AUTOMATIC AIR VENT ON EACH FILTER VESSEL TO THE BACKWASH CATCH SPA FILTER BASIN. THE VENT PIPE SHALL BE SLOPED TO THE DRAIN. VESSEL SHALL BE BACKWASHED AT NO LESS THAN 15.0 GPM/SF. ISSUE/REVISION DATE NO: � P4 ; �..; CHE�IICAL TREATMENT OWNER REVIEW 16DEC09 ,� ,� , ':��`��' - � � "' ,��;6� �e 1. CHEMICAL FEED REQUIREMENTS - REFER TO THE SPA SYSTEMS SCHEMATIC(S) ON SP4.0. PERMIT 05FEB10 ��_s w.�-:_��.=•_:_tt- _ - �,=;:,.-,,,,t:-:_�ti;t�.E;,i.a=�:�:;;n�-:���_:.�A�e;��, 2. INTERLOCK SPA CIRCULATION PUMP(S) WITH ITS CORRESPONDING WATER CHEMISTRY CONTROLLER, CHEi�ICAL FEED PUMP(S), AND � - =�•t'- -- -- -�,.,- - - HEATER. REVISIONS 3. SEGURE CHEMICAL METERING PUMP FEED LINES TO WALL AND/OR OVERHEAD WITH CLIPS OR DEVICES THAT DO NOT CRIMP, DESCRIPTION DATE NO. � DISTORT OR ALLOW HIGH AND LOW AREAS IN TUBING RUNS. PLACE CHECK VALVE AND SHUT-OFF VALVE BEFORE LINES ENTER SPA RETURN PIPING. T.I.PERMIT 09MAR10 1 I I 4. WAIER CHEMISTRY CONTROLLERS SHALL CONTROL THE SANIIIZING SYSTEM AND PH CQNTROL SYSIEM AND SHUT THEM DOWN UPON LOSS OF SAMPLE STREAM FLOW. 5. THE CHEMIGAL CONTROL SYSTEM BYPASS LINE SHALL SAMPLE WATER AFTER THE FILTERS AND BEFORE THE HEATER BYPASS LINE. PUMPS I � 1. PROVIDE INFLUENT AND EFFLUENT GAUGES FOR EACH PUMP. PRESSURE GAUGES HAVE A RANGE OF 0-100 PSI. COMPOUND GAUGES HAVE A RANGE OF 0-30 HG � 0-60 PSL _ _ _ - - _ _ - - - - - - � ELECTRICAL J I I 1. GFCI'S PROVIDED AT OUTLETS. REFER TO ELECTRICAL }. 2 SPA EQUIPMENT AREA AND CHEMICAL STORAGE AREAS SHALL BE PROVIDED WITH ARIIFICIAL LIGH�ING SUFFICIENT TO ILLUMINATE ALL EQUIPMENT AND SUPPLIES. REFER TO ELECTRICAL ; 3. PROVIDE ELECTRICAL CONNECTION TO SPA HEATERS. REFER TO ELECTRICAL 3 SPA MECHANICAL ROOM SECTION 1 SPA MECHANICAL ROOM PLAN SP3.0 1 2" _ ��_�» ,z�z,�o� , SP3.0 ��2„ _ ��_�» P�E SCHE�U�E / _ ,2/,a/o� ID DESCRIPTION P1 2° FROM MAIN bRAINS TO PP1 M P2 2° FROM SKIMMER TO PP1 W x P3 2" FROM PP1 TO SPA FILTER � P4 2" FROM SPA FILTER TO INLETS � P5 2" FROM SPA FILTER TO BACKWASH CATCH BASIN . P6 6° FROM JET SUCTION DRAINS TO P7 & P8 � a P7 4" FROM P6 TQ PP2 � P8 4° FROM P6 TO PP3 � � � , P9 3" FROM PP2 TO HYDROTHERAPY INLETS � � � P10 3° FROM PP3 TO HYDROTHERAPY INLETS Q �- T � : Q � � > PIPING LEGEND � � � � 0 Q � LEGEND ITEM � G� � Q WALL INLET � W O J � REFER: 7/SP3.1 � � � O SPA UPPER & LOWER HYDROTHERAPY FITIINGS O � � REFER: 3/SP1.1 � ��^ I;_ ,4�-`,. ,r - c> • v! � SKIMMER - - � REFER: 13/SP3.1 � � � LEVEL 9 W � ,i ; - ,y _ _ 196'-0" � T � � � > �A � T s' � ' p� � � � � ti � � � -�- - , - _ o -,� � � � . � � . � . . . . . � . . . . . . . . . . � . � � . � � �=t�ttfd6fr'A! . . - q�k4���� �-?��¢�,���� �y����'o���°�°��"�;����� e �`� i <� �-.�,9e� �` � . . . . . . . . . . . . . � •'m . . . . . . . . . . . ` e•� . . . . . . . . . . . . � . � . . . . . . . � . . � . . ` e� �, ^.. . . . . . . . . . . . . . . . . a eg,y°� , "^ . . . � . � . . � . � � � . . � . � � . . . � . . � . � . . . � . . e"°.� 4.3'�€"!�� `+a e � . " o ' . . . . . . . �. . . a ,.� . 4�� stl ,� ` ���� �� �� �� '�� iiair �C gjr� ; � ; � fi-. ,- i - � . . . � . . . . . . . . . 1�v� '- .�i •./.' .{ _ �a, . . . . . . � . . . � .. � . �� . . . � . � . � � . . . . . . . . . . . � �r. . . � � .. . �. . � ..� . . .. � . . . . . . . � . _ _ LEVEL 8 SPA MECHANICAL ROOM . . � � . . � . . . . . . . . . . . . . .i" _ �= � - _ ' - . �.:� - _ '�� ' _ . i' ; .i�. - �_ n . . . . . . . ;_ - ; . 184 6 . . � - - _ � .2/�f . . . . -- _ _ _ _ .S�. � . . . . . _ _ >f- . . - - - - - - - � E TIONS PLAN & S C PLOTTED 03/08/2010 $ � '%_`. .::�>..., ,<:.. ' .:;;,' , Courrs�,�rt�Hvrrs�t � St.Z.ocris•LosAngeles�Denver CHK'D BY StaCl Py2 � x 10733 Scrnset Office Drive,4th Floor St.I.ot�iS,MO 63127 O COPYRIGHT 2006 BY DAVIS PARTNERSHIP P.C.,ARCHITECTS • , ph:314.894.1245 fax:314.894.0109 , � www.cltlt2aco�n a N SHEET NUMBER: � � � 0 2 SPA MECHANICAL ROOM SECTION . N SP3.O �/2�, _ 1,_��, t2/2�/os (ALL PLANS THIS PAGE} D.P.A. PRO.JECT# 06232.00.31 O � ; . _ _ _ _ _ _ . . __ _ __ _ _ . _ . _ . ._ __ _ _ _ _ _ _ _ ._ _ _ . _ l _. _. ��� �� ., Q METALLIC FENCES AND ENCLOSURES a �� � - 5 x D 10 x D WITHIN 5'-0" OF POOL MUST BE BONDED v�� TO FILTER OR WATER FEATURE � °� D = DIAMETER OF PIPE TYPICAL u. �,w , POOL HEATER CHECK VALVE (ALL PUMPS) _ �z � � w� a 10 7/16" ANY OTHER METAL PARTS � o� L A D D E R, S L I D E S. E T C. O F E L E C T R I C A L E Q U I P M E N T T N l I N S P H E R E F L E X C O N C E N T R I C ' y NOTE: IN CONTACT WITH POOL REDUCER � � `. ,� . . ������ . �� DIMENSIONS INDICATED ARE ALL METAL FITTINGS & #8 SOLID COPPER RECIRCULATION INTEGRAL HAIR LINT STRAINER A MINIMUMS. REFER TO BONDING CONDUCTOR � EQUIPMENT 5�-0" FROM POOL ,. > �o MANUFACTURER & CONNEC110N (TYP.) RECIRCULATION SERVICE VALVE (ALL PUMPS) -" ^ e � e EDGE ARE TO BE BONDED o UNDERWATER LIGHT PUMP(S� � z „ ^ ° P MP SE � SERVICE VALVE (ALL PUMPS) :�`�'� � DIRECTION ° �� � PRESSURE GAUGE WITH SNUBBER 2301 B�AKE ST.,STE.#100 . OF FLOW � ��p RECIRCULAl1NG PUMP WITH DENVER,COLORADO 80205 � � SlS ANCHOR BOLTS 303.861.8555 F.303.861.3027 VIBRATION ISOLATORS—SIZE PER PUMP 0225 MAIN STREET . UNIT Ci 01 NEAREST FITi1NG NEAREST FITIING TIMN SPHERE FLEX " .,.,. SUBMIT FOR REVIEW EDWARDS,COLORADO 81632 � CONCENTRIC REDUCER : .a 970.926.8960 F.970.926.8961 NdTE: � . CONCRETE PAD � 8 9/16° � 1. ALL BONQING PER NEC 680. SEE � , ° � g . a � : � DRAWINGS AND SPECIFICAl10NS. �:. ° �:` < 8__ ° .a i �� COORDINATE WITH ELECTRICAL. AT LEAST 3'-0° OF DECK � ° a a . � � a `. ° ° ' z F L O W M E T E R S E N S O R 2. ANY METAL PARTS OF ELECTRICAL REINFORGING BARS USED AS IS T0 BE INCLUDED IN `'' ` � ° d ° a °� a � � 9 EQUIPMENT IN CONTACT WITH EQUIPOTENTIAL BONDING GRID. BONDING GRID g 3�gn � POOL RECIRCULATION. 11E & BOND AS REQUIRED. �� N ��_��� SP3.1 3�4ri _ �>_��� �z/nJm 3. DRAWINGS FOR REFERENCE ONLY. CONCRETE FlLLED LOW PROFlLE INERTIA PAD (TYPICAL) � o Z 5/8„ 5 X a ,o X o 5 TYPICAL BONDING DETAIL � TYPI�AL WHISPERFLt�W PUMP DETAIL M� W Y � _ :„ » B R N E � �o = � SP3.1 NTS ,z�„�m SP3.1 �f2 _ � _� ,s/n/o� �n Q = DIAMETER OF PIPE � � � . i � , � T 3 1 2 � � — PHONE LINE A H IT E �r — � NOTE: 0 3 11/16" — DIMENSION INDICATED ARE 1936 MONTAUK HIGHwAY MINIMUMS. REFER TO BRIDGEHAMPTON, NY 11932 9 3�$„ — MANUFACTURER P TWO (2) 115V DEDICATED 631.537.3555 F.631.537.0558 CIRCUIT — WITH GFI REFER TO ELECTRICAL DRAWINGS 210 Edwards Village Blvd.,Suite D-207, PO Box 878 2" S/S THREADED _ P . 97�0.926.4C0 81632 COUPLWG „ Z 5�g» 7 7/16" 2 5/g" 3!8 � TO SOLENOID VALVE ISSUE/REVISION DATE NO. �OM �� INTERLOCK WITH AUXILIARY AT FlLL FUNNEL OWNER REVIEw 16DECO9 DIRECTION CONTACTS OF MIN POOL OF FLOW CHEMICAL RECIRCULATION PUMP(S) CONTROL UNIT CONTROLLER PERMIT 05FEB10 NEAREST FITIING NEAREST FITTING REVISIONS TO CO2 SOLENOID 115V AC OUTLET�� DESCRIPTION DATE NO. BY CONTRACTOR ° $ SENSOR EXTENSION CABLE T.I. PERMIT 09MAR10 1 p p `/�, TO CHLdRINE GENERATION SYSTEM REMOVABLE pH AND SEAL—TITE FLEX CONdUIT �� FR�NT ACCESS SKIMMER 7� IMr ACT FLO Y!/ METER & EROSION FEEDER SOLENOID f— ORP PROBES — PLUG LENGTH AS REQUIRED TO � SP3.1 �, > » i2 0� os SP3.1 s► ► �� tz/��/o� BY CONTRAC T O R � P O R T T O C A L I B R A T E P R O B E ELECTR DIES.L OORDI NATE 1 1�2 =1 —0 � � 3�4 = 1 -0 FIELD WIRED WITH ELECTRICAL « Td CONTROLLER PRESSURE GAUGE I IMPACT FLOW METER SECURED REMOVABLE LID 3/4° UNIaN � (TYPICAL 3 PLACES) WET CELL DEGK LEVEL 1'-5 3/4" THROTTLING VALVES „ ROTRRY FLOW SENSOR I I SENSOR $ 1 DISCHARGE TO i DISCHARGE Td BACKWASH WORKING - FLOW METER 3/4" SUPPLY LINE Q FlLL FUNNEL WITH CATCH BASW WITH STABILIY PLATE WATER LEVEL FORM FILTER 6" AIR GAP 6° AIR GAP INLET p DRAIN BALL VALVE , , 3/4° BALL VALVE 3/4" ELECTRICAL -- CONDUIT CONNEC110N O (TYPICAL 3 PLACES) 1" CLEAR PVC CALIBRATED COMPACT BALL VALVE 1 ° ° SENSOR JUNC110N BOX SENSOR TUBE BALL VALVE �� OUTLET j FILL 1 1 2" DRAIN FUNNEL BACKWASH CATCH BASIN S/S SPA WALL � � 1�2„ 8" 3/4" Y STRAINER 2 „ STATIC LINE WATER TEST PORT REFER: S/SP3.1 OUTLET � PROVIDE FLEXIBLE m F � TUBING CLAMPED TO , FLOW METER � � WALL TO 24" ABOVE TO WASTE � i SINK IF AVAILABLE IN FILTER ROOM REFER TO ` INLET N N N COORDINATE WITH TO POOL/SURGE TANK PLUMBING � . PLUMBING . . . . . " . . . � � . ., d" � ' � 6 , . . .. �. . . . . . . . . . � .. � . � . . + . � 6 CHE I L C TR LLE 2 WATER LEVEL �QNTROLLER ELEVAl10N SP3.1 NTS SP3.1 3�4„ _ �._�„ ,2n,io� _ ,z�„�oz � 1� = OC C� CHLORINATION SYSTEM � oTo 11 T SP3.1 �/2„ _ �,_�„ ,z�„�o� � Q , . � � � � S.S. BRACING � Q � REFER TO S.S. MANUFACTURERS � Q � a DRAWIN6S SLOW CLOSING DIAPHRA6M SOLENOID COLD WATER METER REMOTE READING SYSTEM NOTE: VALVE - TYPICAL � W O -J , ALL MAIN DRAIN/SUCTION OUTLET SUMPS SHALL BE � 1�2» LOCATE REMOTE TOTALIZER AT CHEMICAL CONSTRUCTED TO COI�PLY WITH THE VIRGINIA 24V AC CIRCUIT FROM �^ CONTROLLER LOCAl10N � � J O GRAEME BAKER ACT AND ASME A112.19.8.2007 A�►D p�.t9t/qp5p-'T WATER LEVEL CONTROL PANEL DISPLACEMENT TYPE MAGNEIIC DRIVE �. O v J SEAL FITTING WITH COLD WATER METER � � S/S MAIN DRAIN AT POOL SHELL (n MAIN DRAIN SUCTION SUMP AND GRATE TO FILTER ROOM T1LE FINISH OVER BFP REFER: PLUIuIBING VICE a 1 ^ REFER TO PIPING PLAN S/S POOL SHELL FR01� FILTER W � SYSTEM GATE VALVE � � (3) TYPICAL BACKFLOW PREVENTER T \ COORDINATE WITH PLUMBING � � / � T ��: �PLUMBING CONTRACTOR SHALL PROVIDE MAKE-UP _ _ ____ __ _____ WATER PIPING TO PUMP SUCTION, INCLUDING SOLENOID � VALVE INSTALLATION AND BACKFLOW PREVENTER IF � S/S POOL SHELL REQUIRED. CONTRACTOR TO FURNISH SOLENOID a a . � a . a a a. a Q � a � a � � BASE WATERPROOFING DRAINAGE COURSE COMPOSITE STRUCTllRAL � WALL INLET 3 WATER MAKE—UP REFER TO ARCH AT MAIN DRAIN DECK — �4���(Glfl!/�p��A� SP3.1 3�� = 1�_�„ �2���0� SP3.1 3�$„ _ ��_�„ �s���o� ����`��,�� �E�Q����-s ,.°���'as•��,�tGG..��`�r���=� °�x e°a;,-� ��=tl� . ° � o� � MAIN DRAIN � ° :� ����� �e � ' ; � ; 12 �� ° :`� � ' SP3.1 „ _ ,_ �� ,z/�,/o� : a.��se m°��,``�`,`` 1 1/2 — 1 0 °�;s ;: � G%� // , ����f� TILE FINISH OVER S.S. POOL SHELL Z i A8S BODY WITH FOAM SILENCER � j BULKHEAD FITTING � 2" PVC AIR i ABS GRATE SUPPLY TO HOT TUB � NON-ADJUSTABLE POOL DECK BOOST JET SYSTEM SPA ME�HANICAL DETAILS � LOCATED 2'-On LEVEL I BELOW WATER LEVEL NOTE: SEAL AT WATERPROOFING L MECHANICAL ROOM ABOVE I I � 1. LOCATE IN P00 ,::::::::::: , . ..::::.:< # GROUT AND FINISH TYP. � """ PLOTTED 03/08/2010 :......::::::<::.. � POOL DECK LEVEL � COUNSILMAN■HUNSAKER i FINISH WALL 2. AIR SUPPLY LINE MUST RUN UPHILL TO AIR St.Loiris•LosAngeles•Denver CHK'D BY Staci Pye t x - INTAKE WITHOUT LOW SPOTS WHICH WOULD 10�33 sunsec o�i�e DriVe,4trt Froor „ � �� � St.Louis,MO 63127 � � . ■ 2 DIAMETER SCH. 80 PVC TRAP WA1ER AND PREVENT AIR INTAKE. REFER ph:3j4.8941245 fax:314.894.0109 OO COPYRIGHT 2006 BY DAVIS PARTNEASHIP P.C.,nR�H�,-EOrs � ` � THROUGH WALL TO MANUFACTURERS INSTRUCTIONS. wti��W.�JZ�,zo.�ofn � REFER: PIPING PLAN 1� I SHEET NUMBER: „: � IV ° 8 STATIC LINE 4 HOT TUB AIR INTAKE � • ; N SP3.1 1 �/2�, _ ��_�» ,s�„�o� SP3.1 �n = ��_p» t2/��/0� (ALL PLANSTHIS PAGE) D.P.A. PRO�ECT # 06232.00.310 � j, . __ . __ _ . ._ __ __ _ _ _ _ _ _ . __ __ _ . _ _ . . __ _ _ _ .__ � _ _ _ _ _ _ __ _ _ __ _ _ _ _ .. g , . . . . . . .. . � . . . . . . . . . � . . . . . . . . .. . . . . . .. . . � : � ��,R,,..�w.,�+'°��� � .. .. . . . . . � . . . . . . . . . . . . . ' . . � . . � �n. � .. � . . .. SCHEMATIC LEGEND x LEGEND ITEM � � / � , �. FLOW DIRECTION ` � � r --� �j— BUTTERFLY VALVE �` ,�` � ;'.. .�` ��������� � BALL VALVE AUXILIARY CONTACTS TO ��� MAIN RECIRCULATION PUMP(S) r NOTE: _T_ GATE VALVE � BY ELECTRICAL I . � 1. THE WATER CHEMISTRY CONTROLLER SHALL BE —I,�'Gf— ` • ' INTERLOCKED WITH THE RECIRCULATION PUMP ��'""� _� MODULATING FLOAT CONTINUOUS POWER � TO DISABLE ITS OPERATION WHEN THE VALVE 2301 B�AKE ST., STE.#100 � DISPLAY PANEL ( RECIRCULAl10N PUMP IS SHUT-OFF. THE ° PHONE LINE W • WATER CHEMISTRY CONTROLLER SHALL ALSO �_ PRESSURE REDUCING DENVER,COLORADO 80205 BY ELECTRICAL � BE DISABLED DURING THE BACK-WASH GYCLES. �w� VALVE 303.861.8555 F.303.861.3027 2. ALL PROPRIETARY NAMES INDICATED ARE BASIS s o225 MAIN STREET. UNIT C101 '—''1 `� � I QF dESIGN AND INDICATE THE MINIMUM LEVEL �_ SOLENOID VALVE EDWARDS,GOLORADO 81632 � OF PERFORMANCE STANDARDS. 970.926.8960 F.970.926.8961 � FROM • SWING GATE CHECK P -1 ' dOMESTIC ( 3. EMERGENCY SHUTOFF SWITCH PER ARTICLE � VALVE WATER 680-38 FOR SPA PUMPS. FIELD LOCATEd BY i I � ARCHITECT. STARTER/CONTACTOR WI1N ON f OFF I BACKFLOW PREVENTER • 4. 15 MINUTE SPA TIMER. FIELD LOCATED BY —�— THREE WAY VALVE SWITCH - BY ELECTRICAL WITH • IF REQUIRED � ARCHITECT. INIERLOCK AUXILIARY CONTACTS Td � , „ C DUCK BILLED VALVE 5. LOCATE CHEMICAL INJECTION POINT AT 7-0 r , O � � � MAIN RECIRCULATION PUMP(S) CHEMICAL - A.F.F. MAXI�IUM. � (PULSAR ONLY} ' r'' CONTROLLER � � � � �-`• MANUAL I PP3 STRAINER � PUMP � � FILL—LOCATE MAX � i i i i � �'-8" A.F.F. OR . �Q HAIR AND LINT STRAINER � � i i i i . WHERE FULLY � � , O � ( I i i i i ACCESSIBLE ' . . --J j i � WET CELL ! � PP2 STRAINER �— "Y" STRAINER .-----•—•—•— ---:—•—�—�--- ---•'—•� i���' i �� ASSEMBLY � I F BA ', RNE Y I � ( � FLOW METER I I � � � FS ,l, � .-i WATER LEVEL HYDROJ FI FLQW INTERLOCK ET �—� � � � i CONTROLLER FITTING I �T �E�� r AR H I E T � a '--p i i b. FS FLOW SENSOR CHLORINATOR . I i--e , i INTERLOCK BOX �I IMPACT FLOW METER 1936 MONTAUK HIGHWAY BOOSTER PUMP - I BRIDGEHAMPTON, NY 11932 CONTINUOUS RUN � 631.537.3555 F.631.537.0558 �.—•—•—•- — — —•—._ TO WASTE— — — � � VENTURI FLOW METER �� �• 210 Edwards Village Blvd.,Suite D-207, PO Box 878 ; � � � O WATER METER 970.926.4C0 81632 � . UTOMAl1C AIR T _--_ � '� � AV A �N ISSUE/REVISION DATE NO. �' � � . � . . . , . � � a ' � ° � . .a I ` . . . � � . . . . ' e" ' a.' _ . . . � � . . . . ° `a ` i i I �� °° �V MANUAL AIR V�NT OWNER REVIEW 16DEC09 a -►- FS FILTER r . r PRESSURE GAUGE AND PERMIT 05FEB10 � TO SPA INLETS � SYSTEM I , d I � � COCK i SYSTEM SHUTOFF VALVE i = MAIN RECIRCULAl10N 1[� DIGITAL TEMP SENSOR DESCRIPTION VISIONS DATE NO. ' � ( PUMP .— ...� 4 THERMOMETER T.I. PERMIT 09MAR10 1 4 GEAR � Q PNEUMATIG ACTUATOR 3 $ �S SOLENOID I TO BACKWASH BASIN I THRU 6° AIR GAP —� POWER CORQ --------- LOW VOLTAGE CONTROL BACKWASH . THROTTLING WATER LINE VALVE REQUIRED SEWER CAPACITY SEE DATA TABLE ON SPOA INTERFACE TO SEWER BY —•—•—•— 1 PHASE POWER PLUMBING - ---— --�— 3 PHASE POWER ———— VENT LINE . ............. CO3 LINE � SPA SYSTEMS SCHEMATIC P PHONE �iNE SP4.0 NTS ,z�„�o� W i � � . . . � a L.I..� � � � _ � c� � r � � � � � � � O � � Q , � I- Q oc Q � - wp � Z � -� � � 0 � : � v � , Q ... 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PROJECT # 06232.00.31 O 4 � � � � � � 4 � 5 . , ` ' ' � I�� ,N� � a � �, cU , �—�V ' � I �,�_�2 l`� r.._, � � M� � o � _ _ _ :_._ _ ; � ly ^ ; �.m� �' �° 3-6 - ' O ; � -- - � ` —� 1 i k � M - - � — � -------- __._-----.----.- ----- � �\ i �-I,�NC��R S�'�4Cf1�1C.� LEC��ND PERNFPA 13 TABLE 92.2.1 Ca) -- ___ _ ____ , , _ _ _ _� - ---- - -._ -- --- - � , � NOMINAL PIPE SIZE ��s�� 1�� 1��4�� I�is�� 2�� 2�%�� 3�� 4�� 6�� 8'� , u `t' 2�"x7-1�GxG ' ! � I 2 I STE�L P(P�: SC4-4 10/40 NJA 12-(d 12-0 15-m 15-f� 15-fd 15-0 15-0 15-fd 15-fd i ( � 2-� 1 1 ���- °----- ---..____._.--------_---->_.__�_�._.._.______..�____.--- . - — -- --_. ...... .. _. . .__ . ---__.—�- — — -----__° --"--'_--- __.__._.. -----`� --- ; ��, ? � ° m m� EL�CTRIGAL WSI�'PORTED LENCsTF+�-PPR T�PA 100'I 9,23.4 t 9.23� A A I Y ? `� `Y' q�� ' 1-4� MAXIh1�1 l@ySUPPORTED L�h1�s7H BETU.EEN�LQ5 NANGER ON BRANCN Lit�ABOVP CE LINCs^�L MCs PEWDEN O 3PRINKLER�a BELOtU A CEILMG FOR PRE8811RE8 01/ER 100 P51: ��'� X ^ � 1N 128�0) � ; —1-1-� � ----- - � st�r�n� r�p �, �r - � --- I I� L7 `-' o � ; U4�N 74��LtMITS ARE DcCEEDED TF�PIPE SNALL 8E EX�ENDED BEl'OND 7NE EI�SPRIPKLER AND SNALI.BE SUPPORIED X ' � 6T AN ApDITiONAL NANGER THE HANGER CL08E8T TO Ti$BPRINCLER SNAI.L OF A TYPE TNAt f'REVENT3 UPU�D MOVEMENT � �' ���O� . - OF TIaE PIPMCs. 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