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Plans (59) FPS2021 -00061 CALCULATION AREA REMOTE NOA OCCUPANCY Residen8al HAZARD Light Hazard VALIDITY OF PERMIT RECEIVED AREA/SPRINKLER 265 SOFT. 5 GPM WAS ADDED TO THE THE ISSUANCE OF A PEflMIT OFFICE C®Plf. DENSITY 0.05 GPM/SQ.FT. AREA OF OPERATION 69 SOFT. CONNECTION PER NFPA 13D 6.5.1 BASED ON CONSTRUCTIONNOVOY 221 NO. HEADS FLOWING 2 6 PSI WAS ADDED TO THE DOCUMENTS AND OTHER t ITY OF TIGARD HOSE ALLOWANCE-IN 0 GPM DATA SHALL NOT PREVE"1T -OUT 0 GPM CONNECTION PER NFPA 13D THE CODE OFFICIAL FROM '- ILDING DIVISION HEAD K-FACTOR 4.9 TABLE 10.4.4(A) SYSTEM DEMAND 0 TEST: 31.92 GPM 34.48 PSI REQUIRING CORRECTION ERRORS. OSSC 105.4 SYSTEM DEMAND O BOR: 17.21 GPM 31.92 PSI 20.51 PSI SAFETY FACTOR - - I WORKING AREA N R E R `7 ,L BEDROOM y3 11 I I eo'arc �, TV `BEDROOM f7 ---s I BEDROOM 08 GRASS ao CITY OF TIGARD., FOR CODE COMPLIANCE ApP� `&N1 OTCs I J 0 0 rcrmft a: F cr'4nQ ) o o R #4 Addms: J?: Mu re G 103 ® _ I Suite A ~ !4 �__ Datr- j I \ T-FI TT I 4 ___ D ----- / rnTF� RF ^ I 1 1 1 1 1 1 1 L 11 I / I / I PLEASE PROVIDE COMPLETED NFPA 13 MATERIAL T CERTIFICATE AT © ° I I(E COVERED FINAL INSPECTION RF ANG ROOM (N) WOOD RAMP I — -- — — T_ DECK °F _I .°• ° I ry arc •° \ \ 1 COVEREDE –2a• D CK DECK ABOVE • — DINING AREA , • • � \ ' \ \ \ 5 F UNEN • 11• STORAGE BEDROOM#G , ,CL� 7 F I � ( E) DRIVEWAY sem' 7 F'RO,IE ,• � I cal�FECIan aMCC aq �, I I .T OF II - - - -Z - — — — — - - - F00NDATION WALL ABOVE – - --.. _- - - - — - -- - - - - BASEMENT SPRINKLER LAYOUT 1 ST FLOOR SPRINKLER LAYOUT BASEMENT SPRINKLER LAYOUT SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" GENERAL SYSTEM NOTES SPRINKLER NOTES TOR TYCO TY2234 RESIDENTIAL SPRINKLER UL LISTING: SYSTEM TYPE: - MAX. SPACING: 16X16 FT WET PIPE SYSTEM - MIN. SPACING: 8 FT TE - MIN. FLOW: 13 GPM 07 PSI 1lli 111 — P IggM1111111111111111111 1111 OCCUPANCY: RESIDENTIAL SEISMIC NOTES MAX SPRINKLER COVERAGE: ATTACHMENTT6'FNPIRESRAITP OTO STRUCTURE RANCH 16x16 - - ------- - - - - PROVIDE THE END OF B 7. S.F 15 S.F. LINES IF TOP O 32 S.F. SPRINKLER SHALL NOT BE REQUIRED IN THE FOLLOWING BAILVE LOCATIONS PER NFPA 13D 2016 ED: - MAX. LATERAL BRACE SPACING IS 40' BETWEEN MNNuH 1p 3 WAY VALVE W PG 8.3.2 SPRINKLERS SHALL NOT BE REQUIRED IN BATHROOMS O BRACES AND 6' FROM THE END OF THE PIPE. WHERE THE AREA DOES NOT EXCEED 55FT'. AND CAN BE ELIMINATED ON CPVC PIPES. LTO - MAX. LONGITUDINAL BRACE SPACING IS 80' sruNDaaHE sPRrNaER SYSTEM 8.3.3, CLOTHES CLOSETS, LINEN CLOSETS, AND PANTRIES BETWEEN BRACES AND 40' FROM THE END OF - - --- WHERE THE AREA DOES NOT EXCEED 24FT' AND THE THE PIPE. 1 vu vE W L00 CEILINGS AND WALLS ARE SURFACED WITH NON COMBUSTIBLE — — OR UNITED COMBUSTIBLE MATERIALS AS DEFINED IN NFPA O OCCUPANCY CLASSIFICATION: - -- - ._ ° FINISH 220. - HF" F _71 RESIDENTIAL LIGHT HAZARD: ALL OVER BOR I ° ° ° 0 1'-0" 7-0" 4'-D' 8.3.4 GARAGES, OPEN ATTACHED PORCHES, CARPORTS, AND 0 I s ° ; I 'I SCALE: Z° = 1'-0" SIMILAR STRUCTURES. O FIRE SPRINKLER I .I . p ES EQUIPMENT ROOMS, ELEVATOR N C ROOMS.... ° ° • ELEVATION 8.3.5 ATTICS WITH OR WITHOUT OTAGE, PENTHOUSE ® RISER DETAIL °' D 2'-0" 4'-0" B'-o" AITACHNENT TO STRUCTURE SCALE 1/2 :1 • SCALE: 1/4" = 1'-0" I I SCALE: 4" = 1' 0" 8.3.6, COVERED, UNHEATED PROJECTIONS OF THE BUILDING BRACED PIPE AT ENTRANCES/EXITS AS LONG AS THE DWELLING UNIT HAS �D ANOTHER MEANS OF EGRESS. O 0 4'-0" 8'-0" 16'-0" PIPE AND FITTINGS: PIPE SHALL BE LISTED CPVC PIPE AND FITTINGS. 0 HAR09 HEI HAD SELF TMR''� SI HARDENED HEX WA SELF THWAIMNG SC 0 FAiOEItAD ED HD( SaF THREADING SCREW TYPE 1 FOR 1' - 19' PRE SIIED 0 0 0 IS FIRNED WITH THE HANGER AND IS THE IS FU %0 WBH THE W14GER Ma IS THE IS HRIWSIWD KM THE HANGER NO IS THE SCALE: 8 = 1 -0 HANGERS: MIN" FASTSIZE ACCEPTABLE MINIMUMFA4 M SIZE ICCEPTABLE MINIMUM FASIENR SIZE ACCEFTAIKE 1YPE 2 FOR 1� – T PRE EHIt a IN PRO]ECT NAME ALL HANGERS SHALL BE INSTALLED AS PER NFPA 13 2016 ED. CAP SCH 10 STEEL PIPE ® ® WAMALA ASSISTED LIVING FREEZE PROTECTION: LATERAL SWAY BRACE 14170 SW 1 OCITH AVE PROVIDE FREEZE PROTECTION FOR FIRE SPRINKLER PIPING SAVE SIZE AS BRACED PPE o ® TIGARD, OR 97224 I CPVC LONGIUDINAL SWAY BRACE OWNER/OCCUPANT o RONALD WAMALA FXXI2E 22 - CPVC HNICfIi n RE 23 - OW HNNCM FWXRE 24 - CPVC HNIGER FIGURE 25 - SURGE RESIRNNER 503.333.4171 — GENERAL NOTES DESIGN CRITERIA AND NOTES RONALDWAMALA222@GMAIL.COM HIS DRAWING IS HE PROPERTY OF EXPRESS FIRE SYSTEMS,INC.AND 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL APPROVED 1. EXPRESS FIRE SYSTEMS,INC.TO INSTALL NEW FIRE SPRINKLER SYSTEM MAY NOT BE LOANED,COPIED,OR DUPLICATED IN ANY MANNER REVISIONS MISC. DEVICE LEGEND GENERAL SPRINKLER ABRV. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER&DIMENSIONS 2. EXPRESS FIRE SYSTEMS WORK BEGINS 1'-0"AFF WITHOUT WRITTEN PERMISSION OF EXPRESS FIRE SYSTEMS,INC SHOWN THUSLY (1-6)WHICH ARE END TO END 3. INSTALLATION PER NFPA 13D 2016 EDITION NO. DATE BY DESCRIPTION SEISMIC SWAY BRACING SSU=SPRAY SPRINKLER UPRIGHT SSP=SPRAY SPRINKLER PENDENT 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 13D 4. BUILDING TYPE:NEW V B FIRE PROTECTION CONTRACTOR LATERAL CC-CONCEALED 2016 EDITION S. CPUC PIPE AND FITTINGS SW=SIDEWALL - 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NEPA 6. ALL ELECTRICAL,MONITORING,UNDERGROUND PIPING BY OTHERS PER CODE EXPRESS FIRE SYSTEMS, INC. _ H=HORIZONTAL 13D 2016 EDITION 7. SEE ARCHITECT PLANS FOR FIRE RATED WALLS/FURS 670 S. 2 8TH STREET LONGITUDINAL V=VERTICALS. EA JOINING OF PIPE AND FITTINGS,THREADED AND WELDED SHALL BE IN 8. TWO STORY: LEVEL ONE: 1,945 SQ.FT.BASEMENT LEVEL: 1,411 SQ.FT.--SCOPE OF WORK 33,357 W A S H O U S A L WA 98671 EC=EXTENDED COVERAGE Sprinkler Head Schedule ACCORDANCE WITH NWA 1302016 EDITION SQ'FT. pQ BRANCHLINE RESTRAINT ELO=EXTRA LARGE ORIFICE 6. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM 9. OCCUPANCY: R-3 =LIGHT HAZARD 3 60-9 y. 5 3-843 2 K—Factor Description Note FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM CCEI�}' 1 93272 LD DROP SPRINKLER Symbol Count Thread ESFR=EARLY SUPPRESSION FAST RESPONSE 7. STRUCTURAL ADEQUACY OF HE BUILDING TO SUPPORT HE SPRINKLER PIPING RING HANGER B=BRASS ® / /32 1 2" 4.9 TY2234 7/16 FR 155 WP PDR ON DROP IS RESPONSIBILITY OF THE OWNER AND/OR THEIR STRUCTURAL DATE ARCH D(36X24) / ON STEEL PIPE WH=WHITE REPRESENTATIVE WATER SOURCE:CITY OF TIGARD(10/26/2(121) 10-29-2021 C=CHROME B. ASSURE ALL 32 = Total Number of Heads 9. HANGERS ONAALL HARM OVERS LONGEALS APE PROPERLY RO THAN T-0" STATIC:55 PSI DESIGNER ]OB NO. Of I QIP/OFF SET HANGER POP=POINT OF PRSENCE ON CPUC I I I TBELL S21-082 SPRINKLER LAYOUT