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Home My WebLink AboutF08-0112.PDF r i I � � � BEAVER DAM ROAD I I (25' RIGHT-OF-WAY) ( ( ----------------- -------------------- -----------------------------------------------}-----------------------------I---------------------------- ' I --------------------------- _ I PROPOSED PROPERTY I - _ ___ ' I SPLIT , I ______________________ i � -----__ LEGEN D � � --`-- GENERAL NOTES I �, � I � � � � RESIDENTIAL CONCEALED PENDANT , c� I � I SPRINKLER HEAD 1. SYSTEM DESIGN CRITERIA - WET/ANTI-FREEZE AUTOMATIC SYSTEM PROTECTION. � ' � I INSTALLAl10N SHALL COMPLY WITH NFPA 13R (2002) REQUIREMENTS. DESIGN � SPRINKLERS PER NFPA 13R AND MANUFACTURE S REQUIREMENTS. a I , � I � MAIN RISERS 2. ALL MATERIALS SHALL BE U.L. LISTED OR F.M. APPROVED AS REQUIRED PER NFPA 13R. � I � N I —� RISER UP TO NEXT FLOOR 3. SPRINKLER PIPE IS TYPE M COPPER, WITH COPPER FITTINGS. NI I I � � TEE 4. PIPE LENGTHS FOR COPPER ARE CENTER TO CENTER. � L 0 T 2 5. ALL SPRINKLER HEADS ARE TYCO LF II RESIDENIIAL TYPE. CALCULATIONS ARE UTILIZING I 0.477 I —� ELBOW DENSITY OF .10 FOR THE REQUIRED FLOW PER SPRINKLER HEAD. SEE SPRINKLER DESCRIPTIONS IN TITLE BLOCKS. ADDRE : A�1� ROAD � � I SPRINKLER PIPE 1 6. MAXIMUM SPRINKLER SPACING FOR THIS DESIGN IS 18'x 18' FOR FLAT CEILINGS AND � I ; 16'x 16' FOR SLOPED CEILINGS. I � i I _______J_____________________________________ I Oo HYDRAULIC NODE i 7. SYSTEM IS DESIGNED TO DRAIN BACK TO THE RISER. AUXILIARY DRAINS ARE REQUIRED I � , � � $ WHEN TRAPPED SECTIONS OF PIPE PREVENT DRAINAGE THROUGH THE MAIN DRAIN VALVE. I � � � � � ; � i 8. SYSTEM SHALL BE HYDROSTAl1CALLY TESTED FOR LEAKAGE PER NFPA 13R. � '� i f � i i � 9. FREEZE PROTECTION FOR ALL WET (WATER FILLED) FIRE PROTECTION PIPING SHALL BE PROVIDED & �--------------------------------- - ----------; �� i i MAINTAINED BY OWNER. CONTRACTOR AND DESIGN ENGINEER ARE NOT RESPONSIBLE FOR FREEZING. � � � � � ; � � �— � I � i 10. PROVIDE AT LEAST SIX SPARE SPRINKLERS AND SPRINKLER WRENCH IN CABINET NEAR RISER. o i ' � i � i ; 11. FIRE ALARM DEVICES (TAMPER SWITCHES, FLOW SWITCHES AND FLASHING LIGHT & HORN) SHALL i °� i � ; i BE INSTALLED BY THE SPRINKLER CONTRACTOR AND WIRED BY THE ELECTRICAL CONTRACTOR. � � ' � � i J i I ; � � 12. ANTIFREEZE SOLUTION OF PROPYLENE GLYCOL AND WATER. W i SOLUTION �BY VOLUME) FREEZING POINT ( 'F) ' W ' � '� � FLOW TEST: FLOW TEST: 10% REDUC110N � IU' � L --------------------------------- ---- • . ; o ; � ; � STATIC• 128 PSI STATIC: 115 PSI r` 40q WATER -60 i � i � ; i RESIDUAL: 120 PSI RESIDUAL• 108 PSI � , , � , ; FLOW: 1000 GPM FLOW: 900 GPM j ; GARAGE EL. 8172.0', ; ,�.� � HEATED DRIVEWAY � M.BDRM. EL. 8183.0 � � WATER FLOW TEST INFORMATION TAKED � � � �% I , � ON 5/30/07. '� i T�RS i I i , � i--------------i U i ' ---i-----------------------� , i i i �----- � - - --------- �;- ---i , J , , � , � EL: 8177.5' 6 i i i i i i �. i i 10-6 AFF ALL EQUIPMENT SHALL BE UL LISTED AS � i i ' � � � � � REQUIRED BY THE NATIONAL FIRE CODE i ---- --------------------� � - � i i �� ;� i AND MANUFACTURERS REQUIREMENTS. , -----'-'-'------- �' � , , __� , .� � � N 4x_ HANGER BLOCK � � �- --- r___ _______ _ _ � � � � � �� -; ��` � �� ,% � EXPANSION CHAMBER O 2" BUILDING INDICATING CONTROL VALVE i i � `---� Y i , � i ; � � ; ' �� W TAMPER SWITCH UL LISTED PIPE STRAP OR i i i i i � i `l i i i FILLING CUP � INVERTED U-HOOK � ; i � i i ; ; � I i i O2 1/4" S.O.G. VALVE W/300# PRESSURE�GAUGE (2)-��2" DIAMETER � ' O3 2 BERMAD FP720-UL-A5 PRESSURE REDUCING � � MACHINE BOLTS i GARDEN i � � i � i ! � WITH WASHERS � (2)-16d NAILS i » » ; U N I T B � ; i � � , , , � VALVE FACTORY SET AT 125 PSI , � , � � � \ �--- -----------------------�------------------------ ----�----------------------�---- � ----� J I I � i r-------------- i � � , � , , � 8 4 PRESSURE RELIEF VALVE - WATTS SERIES ; i i ' i ; i I i i W � 530C OR EQUAL � i i �� UNIT "A" � � J N O5 AMES 40008 2�� REDUCED PRESSURE BACKFLOW , � � 2x6x 18 LONG BRANCH LINES � � � � c� PREVENTOR W/TAMPER SWITCHES ' � � � Z 24" OR 16" O.C. i , � in � PATIO � i � ; w � � O6 2" FLOW SWITCH � � i � i � f �� i � � 1 D i o i BASMENT EL. 8167.0 i � ___________ ; •� ; o „ i c.� � -----------------R-r--- -------' - , � i o O O7 1�4 S.O.G. VALVE W�300# PRESSURE �AUGE � ao ;MAIN FL. EL. 8178.0' , RIDGE EL. 8203.5 � � i �. •�` � 9 0 . O ; J i UPPER FL. EL. 8189.0 i ' ` ' O ~ 3 2 4O O8 1" GLOBE VALVE � i i � w � � �I ; ; ; `�`. i O O SPRINKLER : � � � � � � � � �� , O , 9O DOMESTIC SHUT-OFF VALVE (BY OTHE�3S) JOIST HANGER DETAIL � o � , � � � <-- ------------ ------ - ---� . SUPPLY PIPE , � � ; ' � �------------------, i EL: a�ss' 2 2 NO SCALE � , � � i i i ; 2-0 AFF O ` z J � � � ---- --- ----- ----------�---- � 4 5 . a�� O 2 O 3 O O Z °o I I � � � � W J � -- - --------------------J-1-- � � . tit�i�� i i i i O O � �ao i i �---- ------------- --------------------- --- - -------- -- - ------� EL• 8167' o 0 0 P A T I O i i � � � � � � � �-- -------------------- J � `�- - - -� '� � ° i , � ; � N 2 MAIN RISER DETAIL �' P � NO SCALE H9�6�6 T�/sb , ', 8'-3" 10'-3" � � �� , ' UNIT'A' UNIT'B' i � ' I j T P�� , BEDROOM I � EL =8200'-4 I/2" I I _ EL =b I 99'-4 I/2" ROOF f B BEAM T PLATE SLATE SHINGlFS ON I , N � 2X4 GEDAR GRID ON _ UL,U347 PARTY WALL EL =8197'- I/2" GRACE ICE AND WATER EL =8197'-4 I/2" NORTH I SHIEID ON 5/B�,�A — PLYWOOD ON FRAMING N Q� M BATH PER 5TRUGl UKAL Wll Yi I _1 SI TE P LAN I _ W G STO BEDROOM BATH CFIASE BATH BEDROOM BATH BEDROOM BATH ALL POLYURETIIANE � INSUtATION,INSIDE � VAPOR BARRIER AND CQ SCALE. I/U'I — �'—O�� --- UPPERLEVEL'B' UPPER LEVEL'A' 5 8"G EL =8189' EL =8189' WALLS LIVING KITCHEN BEDROOM BREAKFAST OUTDOOR BREEZEWAY BATH KITCNEN DINING ��R FINISH PER EIFVATION ASPt1ALT � PAVED ROOF GfrACPE�ICE AND WATER Q i — 3/4"�APA SFIEATHING ON i STRUCTURE,SEE Q DETAllS FRAMING PER SHIELD PER DEfAILS ON _ i m SU STTUTE GYPWA� STP�UCTURALWITH �TH MIN R-21�URAL — UNFACED 3 I/2"SOUND — SHEATHIN6 AT BATT INSUTATION AND INSUI arinN aNn 5/a^ FXTERIOR _ –– –_ 5/b_GYP __ –– – GYP –– – – – MAIN l�/EL'B' __ __ __ – EL =8178' � __ -- – __ _– -- – -- -- MAIN LEVEL'A' –– –– --- – -- EL =8176' � iEXISTING GRADE WALL PARTY WAl1 ATION � i — f Q � � _I I — MEDIA SITTING/EXERCISE BATH BUNK I F�(ERGISE MEDIA LOWER LEVEL'B' � � � SOG EL =8167' LOWER LEVEL'A' ___ 4°GONC WIWWF ON 6MIL V B ON NATIVE �//'� C'1� ��}�(� �(��{��TI EL =81 65' EARTH OR ENGINEERED FILL BASEMENT WA115 �//�..�,�js;3 �� .i,,, t3,� t�J� �,� � UNIT'A' UNIT'B' OIOTEOR PER S R CTURAL WIT F�ON �� AS REQUIRED FOR MIN R I I INSUTATION � j'��,.+�j AND 5/8"GYP AND FOUNDATION �� r++�+�+� � WATERPROOFING WITH PERIMETER ° DPv41NAGE TO DAYIJGtiT �� • 'li�� oa�: ��-n�-o9 � G � M C� � - 14 B U I LD I N G S ECTI 0 N 14 � DEC 3 0 2008 ' P 3 SCALE: 1/8" = 1�-0" � r _ �� TOWN OF VAIL � � � BFPE P.O.Box 1068 � Westminster, Colorado 80036-1068 303/426-0342 ��, sY►v� 4TY SPRINKLERS PROJECT: CONTRACTOR: CONT. 08—D766 � �;a� °%��.�,��&g��,� 184 BEAVER DAM ROAD ALLIANCE MECHANICAL oA�: ' . � .��.� ��,� i o/s/os PRIMARY/SECONDARY RESIDENCES P.O. BOX 1855 �� SCALE: � �� VAIL, COLORADO EAGLE, COLORADO 81631 As sHOwN :.�,�:� % � , �% �� "��`° � ��'�� JR PBM ��`��r��.��` �� U N IT B eY: � , f� x l0 � TOTAL SPRINKLERS THIS SHEEf DESIGN NPFA 13R �970� 328-0303 SHT ��7'� OF 3 I I I � P OPOSED PROPERTY LINE SPLIT � 6'- 4" 5'- 11 " 9'- 1 " 7'- 8" 9'- 10" 11 '- 6" 3'- 10" i , HYDRAUUC—SYSTEM ; � ��-- -��- --��,, , . � This building is protected �' ,� ��; I by a Hydraulically Designed ; - ' ' Automatic Sprinkler System. F � � � � D11� Location UNIT B MAIN LEVEL � '� e� No. of Sprinklers 4 ' — — — / � » �� > » > » � � Basis of Design / 8 — Q ; � 17 — g 7 — 6 � 1 Do � � 1 WATERFLOW PER HEAD VARIE cr►� r I 2 DOMESIIC DEMAND —O— cw� / ^ '^ � � u J � � � � o � 0- 7 � 0 1 �- 1 � � � � 1 System Demand � � ., � �— � � � � � g— � o � 1 — � 1 GPM DISCHARGE �O'rJ.9 caw . � 2 RESIDUAL PRESSURE AT THE 9G.O asi i - - _ - - N � � � I � O � a BASE OF THE RISER � �— — — � �, ,. � � � � � .T._.. .�. ---- � N � � I 2� �' � 4 � �� 21.6 � d- w -- -- � � ,-,-� � � � � � FP3 ��2 ; , 11 � o�. � �x��c�s�euNx �n�. � � o , � '� �-- � 1 � � � o � o � � M�- � � KITCf�EN i I ^ � ^ � 1 '�O CEILING � ( O / '7 2 ❑� � � CEfLING � OF � I 0' -0" A�F V � 10' -O" AFF Q H 1 � N C � � Q �— 7 � 2 � M�DIA RO�OM � � � � 1 ��2 r- 1 �- p� O O �]Q I WINE STR B�AT Mi o DINING 38 � � � ai6�� CEI LI�1G 112 G � I I O -O AFF � ' a 2� I O' - " AFF 4�„ ; O .� � — 1 0 0 1 2-- 6 � ^ ,�F �� E L: 8 1 7 7 ' o � 0' � 21.6 _ � � _ � � ' �� In w � 10— AF � MF�'HANIC'AI :i � 4� 13 �.— g \ � � � � p FP3 � � � .. ��. .. . u � � � 1 � �2 �/� � � � o 1 l� � 2 � 2 — 3 0 � �N� � g— g --------- ----------------------------- ----�------- - � c� e� ,� 5 r� 6 --------------- � � c� '�'N '�'� i 1 � T �� r� TD � MECi1ANICAL CRAWLSPACE E L: 818 8. 5' ;------- -- r; ! C�� -� � � C�� UP ELEV � �, � i � �O J J 00 � 5 -0 t11G11 10— 6 AFF ; , ; � ; � �6��v� 2 � , , � �� , '� ' � � � � OPE TO � � � ` � , � ' ' A VE � , ; � � � � 1 1 �/2� � '� C� i � ' '� � i , , i ; . � 8,�8� ; ^ 10— 9 3— 3 �' � ' o I , , �� ; N �; OPE � � � 0 ' � , � , � � � � � � P DN � , J�p CpUERflC�E ��DVE R�� ELEV j,�G�l��""�E DbOR C�H��J.O�>' O� '] �cJG � � b �o � O , � ARAGE N O \ � I ' c sT________ , � � ��, F L A S H I N G L I G H T ' � � � ; N ; 3 � , AND HORN (LOCATED ; � ;2 po ' ABOVE FDC) � � � � � � , o � � ° ° 1 � ' � ' `� � � � 6 d- � � � � � � � ' UNIT 8 �° N i ' FIRE DEPARTMENT o , � i CON N ECTI ON I � � � i o � i , , , , �, ,_ „ UNIT B o � c� , , — 6 14 — 0 5 9 � � i SEE PER 110 SPRINKLER HEAD FLOWING 20 GPM PER MANUFACTURE'S REQUIREMENT , N MAST R LEVE FOR SSP FOR 18'x 18� THROW. 21.6 GPM FOR .10 DENSITY REQUIREMENT PER AHJ � BEDR OM FOR 18'x 12' THROW. � 111 SPRINKLER HEAD FLOWING 20 GPM PER MANUFACTURE'S REQUIREMENT � � FOR 18'x 18� THROW. 21.6 GPM FOR .10 DENSITY REQUIREMENT PER AHJ NORTH - � 12 � 112 SPRINKLER 2H AD �F OWING 20 GPM PER MANUFACTURE'S RE UIREMENT LOWER LEVEL FLOOR P 8 I 67� I � I O FOR 18'x 18� THROW. 27.0 GPM FOR .10 DENSITY REQUIREM NT PER AHJ LAN � BATt1 � � FOR 18'X �5' THROW. SCALE: 1 /4" = 1'-0" � I � 113 SPRINKLER HEAD FLOWING 13 GPM PER MANUFACTURE'S REQUIREMENT FOR 12�x 12� THROW. 13.0 GPM FOR .10 DENSITY REQUIREMENT PER AHJ. � � �� ' : ,_ „ — 10 > » > _ ,� �.��c: �� '��i-� 4 2 3 — 5 3 1 �� fl - - - - - - - - - - - - - - - - - - ��r�� o ; By: TIt1e: � . Q�f�: � _ r a -, NORTH ' � M AI N LEVEL FLOOR P LAN 8 � 78' SCALE: 1 /4" = 1 '-0" � 2 0 2 4 6 8 10 BFPE P.O.Box 1068 Westminster, Colorado 80036-1068 303/426-0342 �/4'=t' SCALE FEET � ��,� SYM Qn SPRINKLERS PROJECT: CONTRACTOR: CONT. 08—D766 � °#�.�� • 44 TYCO LFII RESIDENTIAL TY2596 CONCEALED PENDANT, 1 2 . BRASS, 155', K=4 2 184 BEAVER DAM ROAD ALLIANCE MECHANICAL _ -�� ., DATE: 10/9/08 �� . PRIMARY/SECONDARY RESIDENCES P.O. BOX 1855 � �� `�� VAIL, COLORADO EAGLE, COLORADO 81631 SCALE: As sHOwN �, �� '�� w�� #�,�y'�� U N IT B , '�`��`�a�t,��.�� BY� JR/PBM / �/�� 44 TOTAL SPRINKLERS THIS SHEET DESIGN NPFA 13R �g7�� 328-0303 SHT FP2 OF 3 I � i � ', � � I I I �, � ! � � � i HYDRAUUC—SYSTEM , � �i This building is protected � � by a Hydraulically Designed � Automatic Sprinkler System. � � Location UNIT B UPPER LEVEL � No. of Sprinklers 4 5'— 9" 5'— 9" 5'— 7" 3'— 6"2' ,'1 " 9'— 3" 10' '- 1 " 5'— 11 " 6'— 0" � easis of Design r � 1. WATERFLOW PER HEAD VARIE c� i T EAM @ 9'8"AFF i I � I d i 2. DOMFSTIC DEMAND —O— cw� � � I I I SO FIT @ 9�4° AFF ' System Demand BEAM @ 'O"AFF I t GPM DISCHARGE 77.9 c� � 2. RESIDUAL PRESSURE AT THE 79.9 asi I I I ^ I ECK ' BASE OF THE RISER I SOFFIT @ 8' "AFF I i � I I — — — — — — — — — — — � i I L-- — — — — — — — — — — � C LST I � I I D Z O , � I F � ❑� ❑� � o � �— BP RRE /ti LT 12 1 2 � I� BEDROOM 3 I „ � �r==_