My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
3810 RIVERFRONT BLVD 2021 BLDG B Plans 2025-07-07
>
Address Records
>
RIVERFRONT BLVD
>
3810
>
BLDG B
>
Plans
>
3810 RIVERFRONT BLVD 2021 BLDG B Plans 2025-07-07
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/7/2025 10:09:59 AM
Creation date
6/5/2025 9:54:46 AM
Metadata
Fields
Template:
Address Document
Street Name
RIVERFRONT BLVD
Street Number
3810
Tenant Name
BLDG B
Permit
K2109-009
Year
2021
Notes
NEW WET PIPE SPRINKLER SYSTEM (INCLUDES REVISON AFTER ISSUED PLAN SET)
Address Document Type
Plans
Imported From Microfiche
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
32
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
� 0 <br /> o � <br /> Z <br /> SPRINKLER LEGEND/BUILDING B/L1Bo w a <br /> SYM CN P ITION FINISH EMP NPT SIN MFG. MODELN 1 m 6 e <br /> ® 23 PENDENT OR EC WHITE 155° 4.9 1/2- R3518 RELABLE FiRES49 m SEISMIC BRACING-SPECIFIC TO F21010 O " n <br /> 3 PENDENTOREC WHRE 175 4.9 1!2" M516 RELIABLE FiRESa9 LONGITUDINAL: <br /> Q 4 PENDENT OR SS WHITE 155 56 ill. RA1414 RELIABLE F9 FIR <br /> ® 0 PENDENTSRSS CHROME Im. &0 3M' RA1712 REWIBLE F1 LO �mm..� �.���, 6"=NO MORE THAN 7'-6 FROM <br /> E EN BRACES z <br /> o CORRIDORPEND. WHITE 1ss° 5.6 la, RASS14 RELIABLE LTW NO MORE THAN 80'FROM END OF PIPE <br /> 4"=NO MORE THAN 80'-0 BETWEEN BRACES <br /> 0 HEW Be BRASS 155° 5.6 1rd RAI336 RELIABLE 7156 <br /> 0 DRY Haw OR SO CHROME 155° 6.6 r Tv3338 Tyco DS-1 NO MORE THAN 40'-0 FROM END OF PIPE <br /> Q 0 DRY Haw OR SS CHROME 1W 5.6 V RA16&1 REL . D. _ LATERAL: <br /> ..,....»...."...a. <br /> p i6 UPRIGHT BRASS 158° 5.6 1!Y RA3624 RELIABLE KFR56 "„a, 6"=NO MORE THAN 40'-0 BETWEEN BRACES t� <br /> ® 24 UPRIGHT BRASS 155° 8.0 314• RA1722 RELIABLE F1 LO I/•VIJ ' NO MORE THAN 6'-0 FROM END OF PIPE <br /> 72 TOTAL HEADSBUILDING B/LEVEL 1B _ 4" INSTALL PER PLAN <br /> MAXIMUM SPACING BETWEEN HANGERS <br /> NOMINAL SIZE 9/4 1 11l4 1112 2 21l2 3 4 5 B 8 <br /> GRVSTEELwPE W U-c 12-0 15-0 15-0 15p is 15-0 160 15-o 15-0 <br /> THRDSTEEL PIPE WA 12-0 1 1 112-0 1— 12-0 12-0 WA WA WA WA CQ <br /> CPVC PIPE 68 8-0 8-6 7-0 8-0 90 10-0 WA WA WA WA E <br /> O z rn <br /> 832-s' <br /> 1z W w E <br /> E36D w <br /> E 4 <br /> o > <br /> CO <br /> -- —/� - E-� e� <br /> MOCFL 5-EORM — 00-l nDRM MODEL I-BDRM <br /> m . _ - <br /> -Mm <br /> I, <br /> _ w <br /> 1 2 7 11 f <br /> —.— <br /> - — <br /> r _ <br /> I see I� ^4 ADD FURRING STRIP AND GYP (OPEN TO BELOW) ' <br /> 83L2 � RETEWALL AT <br /> MOD IT -. - l �\6 <br /> - - LAYER AT CONCRETE <br /> " EL UN <br /> r <br /> Fj <br /> pp t �I <br /> - <br /> ll (A <br /> ..a . 2 -7 2 a <br /> 7-6 h7 _a u-6 'f . .:: <br /> ( R BA Nam`1928.45 .. _. F1-H F tp <br /> r� <br /> Area <br /> dr <br /> ^N d <br /> 14 <br /> E <br /> oa 6e p' <br /> DO O <br /> O <br /> U Cam] <br /> i <br /> 6 6 <br /> r <br /> r...F - �— - t - --.' ` <br /> 1t1q 0-S <br /> CQ <br /> co <br /> CO <br /> ,OE YAf x 6 6 6 t 6 <br /> u-- OPEN 0 BELOW) i =- <br /> (OPENTOBELOW) I 6 O <br /> � 3 <br /> NOR <br /> I <br /> S6 -6601 <br /> i <br /> t <br /> I I i6-s Ia-e 1to-6 s�nf <br /> 5 <br /> F f 6 <br /> i 6 <br /> i <br /> fw <br /> m <br /> COMMArea 6 Wet system3 -= .. <br /> COMMERCIAL 113 <br /> �\ <br /> -� Iculations usln HazenWlllams Method 'I <br /> Demand Ca 9 i <br /> o <br /> '-' M Occ panty Claesifica6on OH2 <br /> Design Area Density: 0.20 <br /> ; Addig,al Ar,Size <br /> a Hose: 250 <br /> 'aE"si0 - Design Prey Size: <br /> Notes: <br /> Calculation results for Design Area 6 COMMERCIAL 113 <br /> This system as shown on WOLFE FIRE PROTECTION company print no dated 09/17/20 1 <br /> for EVERETT RIVERFRONT/BUILDING B at 3810 RIVERFRONT BIL . <br /> contract no F20003 Is designed to discharge at a rate of 0.2 gpm/ft(Umin/m')of floor area over <br /> a maximum area of 1820 fti when supplied with water at a rate of 419.4 opmm at 50.8 psi at the base of the riser. <br /> Hose stream allowance of is included in the above. <br /> Occupancy classification:OH2 Number of heads flowing:14 <br /> Commodity classification: System Type: Wet <br /> Maximum storage height: Maximum velocity: 21.04 IV. <br /> Storage arrangement: <br /> Flow from In-Rack sprinklers: 0 gpm pressure Required at Source: 50.8 psi <br /> Flow from Overhead sprinkers: 419.4 gpm Pressure Available at Source: 79.7 si <br /> Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 8.9 psi <br /> Flow from Outside Hoses: 0 gpm <br /> Other fixed flows: 0 apmm <br /> LEVEL 16/SOUTH Total flow In system piping 41 gpm <br /> flow <br /> Additional Flow atPoeyond spurce: 250 50y 7Lpm <br /> N Total of all flows: 669.4 gpm <br /> SCALE: <br /> FP-3 <br />
The URL can be used to link to this page
Your browser does not support the video tag.