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Permit (2) FPS 3 - oo1o1 SYSTEM RECORD OF COMPLETION this form is to be completed by the system installation contractor at the time of system acceptance and approval. It shall be permitted to modify this form as needed to provide a more complete and/or clear record. Insert ALA in all unused lines. Attach additional sheets, data, or calculations as necessary to provide a complete record. Form Completion Date: 09/27/2023 Supplemental Pages Attached: 1 1. PROPERTY INFORMATION Name of property: Gary Law-Pacific Parkway Center Address: 12909 Sw 68'"Parkway#110 Description of property: First floor office Name of property representative: Address: Phone: Fax: E-mail 2. INSTALLATION, SERVICE, TESTING,AND MONITORING INFORMATION Installation contractor: Point Monitor Corporation Address: 5863 Lakeview Blvd.#100 Lake Oswego,OR 97035 Phone: 503-627-0100 Fax: E-mail Service organization: Stanley Security Address: Phone: 877-899-0001 Fax: E-mail: Testing organization: Point Monitor Corporation Address: 5863 Lakeview Blvd.#100 Lake Oswego,OR 97035 Phone: 503-627-0100 Fax: E-mail: Effective date for test and inspection contract: Monitoring organization: Stanley Security Address: Phone: Fax: E-mail: Account number: 7247012189 Phone line I: Phone line 2: Means of transmission: AES radio Entity to which alarms are retransmitted: Phone: 3. DOCUMENTATION • On-site location of the required record documents and site-specific software: By FACP 4. DESCRIPTION OF SYSTEM OR SERVICE This is a: ❑New system ® Modification to existing system Permit number: ELR2023-00098 NEPA 72 edition: 2022 4.1 Control Unit Manufacturer: Silent Knight Model number: 5208 4.2 Software and Firmware Firmware revision number: L 4.3 Alarm Verification ®This system does not incorporate alarm verification. Number of devices subject to alarm verification: Alarm verification set for seconds Copyright©2012 National Fire Protection Association.This form may be copied for individual use other than for resale.It may not be copied for commercial sale or distribution. SYSTEM RECORD OF COMPLETION (continued) 5. SYSTEM POWER 5.1 Control Unit 5.1.1 Primary Power Input voltage of control panel: 120 Control panel amps: Overcurrent protection: Type: Breaker Amps: 20 Branch circuit disconnecting means location: Panel L1 Number: 8 5.1.2 Secondary Power Type of secondary power: 12v 7Ah Batteries x2 Location,if remote from the plant: Calculated capacity of secondary power to drive the system: In standby mode(hours): 24 In alarm mode(minutes): 5 5.2 Control Unit ❑ This system does not have power extender panels ® Power extender panels are listed on supplementary sheet A 6. CIRCUITS AND PATHWAYS Pathway Type Dual Media Pathway Separate Pathway Class Survivability Level Signaling Line Device Power Initiating Device Notification Appliance B 0 Other(specify): 7. REMOTE ANNUNCIATORS Type Location 8. INITIATING DEVICES Addressable or Type Quantity Conventional _ Alarm or Supervisory Sensing Technology Manual Pull Stations 0 Smoke Detectors 0 Duct Smoke Detectors 0 Heat Detectors 0 Gas Detectors 0 Waterflow Switches 0 Tamper Switches 0 Copyright®2012 National Fire Protection Association.This form may be copied for individual use other than for resale.It may not be copied for commercial sale or distribution. SYSTEM RECORD OF COMPLETION (continued) 9. NOTIFICATION APPLIANCES Type Quantity Description Audible Visible System Sensor SCWL Combination Audible and Visible 2 System Sensor PC2WL 10. SYSTEM CONTROL FUNCTIONS Type Quantity Hold-Open Door Releasing Devices 0 HVAC Shutdown 0 Fire/Smoke Dampers 0 Door Unlocking 0 Elevator Recall 0 Elevator Shunt Trip 0 11. INTERCONNECTED SYSTEMS ® This system does not have interconnected systems. ❑ Interconnected systems are listed on supplementary sheet 12. CERTIFICATION AND APPROVALS 12.1 System Installation Contractor This system as specified herein has been installed according to all NFPA standards cited herein. Signed: Printed name: Jason Devine Date: 09/27/2023 Organiza ton: Point Monitor Corp. Title: OGM Phone: 503-627-0100 12.2 System Operational Test This system .s specif d herein has tested according to all NFPA standards cited herein. Signed: Air; ,��Ari Printed name: Jason Devine Date: 09/27/2023 Organiz. on: Point Monitor Corp. Title: OGM Phone: 503-627-0100 12.3 Acceptance Test Date and time of acceptance test: 09/28/2023 6:00am Installing contractor representative: Jason Devine Testing contractor representative: Jason Devine Property representative: AHJ representative: Copyright C 2012 National Fire Protection Association.This form may be copied for individual use other than for resale.It may not be copied for commercial sale or distribution. NOTIFICATION APPLIANCE POWER PANEL SUPPLEMENTARY RECORD OF COMPLETION This form is a supplement to the System Record of Completion. It includes a list of types and locations of notification appliance power extender panels. This form is to be completed by the system installation contractor at the time of system acceptance and approval. It shall be permitted to modify this form as needed to provide a more complete and/or clear record. Insert N/A in all unused lines. Form Completion Date: 09/27/2023 Number of Supplemental Pages Attached: N/A 1. PROPERTY INFORMATION Name of property: Gary Law-Pacific Parkway Center Address: 12909 SW 68th Parkway#110 2. NOTIFICATION APPLIANCE POWER EXTENDER PANELS Make and Model Location Area Served Power Source Silent Knight("NAC01") FI.1 Electrical FI.1 L1 #17 See Main System Record of Completion for additional information,certifications,and approvals. Copyright 02012 National Fire Protection Association.This form may be copied for individual use other than for resale.It may not be copied for commercial sale or distribution. 21 Z3 -co tol PATRIOT OFFICE COPY 4708 NE MINNEHAHA ST FIRE PROTECTION TEL(360)699-44039sss FAX(360)699-4485 RECEIVED AUG 2 8 2023 CITY OF TIGARD BUILDING DIVISION Dartmouth Crossing 6835 SW Clinton Street Tigard , OK 97223 Earthquake Calculations & Product Submittal JOB # 31-1601 TACOMA,WA OFFICE www.patriotfire.com SPOKANE,WA OFFICE TEL(253)926-2290 PATRIFP099CF TEL(509)926-3428 FAX(253)922-6150 FAX(509)926-3708 Seismic Brace Report Engineered Solutions Project Name Dartmouth Commons APPROVAL STAMP Date 07/20/2023 ® Approved Address 6835 SW Clinton St, Tigard OR 97223 Tigard, OR 98661 ❑ Approved as Noted ❑ Not Approved Remarks: Standard NFPA 13-2019 BRACE SUMMARY Brace Name Drawing Seismic Reference Design Load Structure Brace Description Fastener Attachments Lateral Brace FP-8 506 Ibf. Wood-SG=0.35 Lateral Orientation E&F 45°- 5/8"Lag Screw per AF700-5/8" 90°1 NPS Sch 40 referenced edition of NFPA 13 AF001-4 NPS x 1 NPS Longitudinal FP-8 508 Ibf. Wood-SG=0.35 Longitudinal Orientation E 45°- 5/8"Lag Screw per AF700-5/8" 59°1 NPS Sch 40 referenced edition of NFPA 13 AF730-4 NPS NOTE:Per NFPA 13-2019,all load capacities listed for fasteners installed in cracked concrete have been reduced based on the prying factors listed for ASC's swivel attachments.Prying factors for NFPA fastener orientations"A"through "I"may be found in ASC's individual product submittal at asc-es.com NFPA 13-2016 Product loads incorporate a minimum safety factor of 1.5.NFPA 13-2019 FM Product loads have been reduced to include a safety factor of 2.2 unless noted in the applicable product submittal. The products specified within this report are limited to the capability of the sway brace assembly alone to resist the calculated seismic force resulting from user input. Point loads applied to structural elements as a result of seismic forces are not evaluated by the software.The seismic load rating of the fastener attached to a structural element is determined by one of the following:NFPA 13,UL listing,FM Global approval,or other empirical testing.The review of the of the structural element(s)as a whole and/or the entire structure and its ability to resist the seismic load(s)is beyond the scope of these seismic calculations. ASC MAKES NO WARRANTIES,EXPRESS,IMPLIED,STATUTORY,OR OTHERWISE, WITH RESPECT TO THE SOFTWARE OR THE SEISMIC CALCULATIONS,AND ASC SPECIFICALLY DISCLAIMS ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. 1 Appendix A - Alternate Seismic Brace Attachments LATERAL BRACE Fastener Capacity Nom. Embedment Min. Swivel Pipe Attachment Edge 112 LagScref per referenced 550 Ibf. 5 1/2 in, -- I -- AF771 1 NPS x 5/8" I AF035 4 NPS x 1 NPS 1988 lbf. n1,731 Ibf. Lag Screw per referenced 570 Ibf, 6 1/2 in. -- I -- AF771 1 NPS x 5/8" AF735 4 NPS x 1 NPS 11,602 Ibf. edition of NFPA 13 1,731 Ibf, Lag Screw per referenced 570 Ibf. 6 1/2 in. -- -- AF700 5/8" 11,711 Ibf. AF775 4 NPS x 1 NPS 11,097 Ibf. edition of NFPA 13 AF776 4 NPS x 1 NPS 1668 Ibf. AF730 4 NPS 11,220 Ibf, LONGITUDINAL Fastener Capacity Nom. Embedment Min. Edge Swivel Pipe Attachment 112 Lag Screw per referenced edition 550 lbf. 5 1/2 in. -- I -- AF771 1 NPS x 5/8" 11,731 AF775 4 NPS x 1 NPS of NFPA 13 Ibf. 627 Ibf. Lag Screw per referenced edition 570 Ibf. 6 1/2 in. -- -- AF771 1 NPS x 5/8" 11,731 -- of NFPA 13 Ibf. Lag Screw per referenced edition 570 Ibf. 6 1/2 in. -- -- AF700 5/8" 11,711 Ibf. of NFPA 13 _ _ 4 Appendix B - Enlarged Images LATERAL BRACE Structure: /� /-- Lag Screw ! Bolt Wood �\��_1 �' (By Others) /j/ l f Fig. AF700 —f \ \\_. . .7-\\ /<,/ i( Schedule 40 \-`\\ )/4\-- Service Brace Pipe �� i Pipe . Fig. AF001 LONGITUDINAL Structure: 1 /�r�% 1 Lag Screw ! Bolt Wood _1 �/ (By Others) // j Fig. AF700 —// / j\\'" >\\ Fig. AF730 _,_." -‘- "Z_4‘...-<\:.,.‘,"\ Schedule 40 `c� U� ®l ~— Brace Pipe ` ---�- J0 )‘ - --1 / - Service Pipe p 5 Appendix C - C, Calculations BRACE CALCULATION DATA Brace Name Brace Ref Method Cp S. Site F. Sas Z H Lateral Brace FP-8 B 0.468 Longitudinal FP-8 A 0.468 0.868 CALCULATION METHODS A C,calculated per NFPA 13-2019 Table 18.5.9.3 B C, entered by user C C,calculated per ASCE/SEI 7-16 per NFPA 13-2019 Section 18.5.9.4 Notes for Calculation Method C Per NFPA 13-2019,the following values are always assumed for a,,R,,and I,: ap RP I, 2.5 4,5 1.5 LEGEND EQUATIONS F,„ Seismic Horizontal Design Force Fpw = CpWp C, Seismic Coefficient per NFPA S, Short Period MCEr Spectral Response Acceleration Where:Cp = 0.7 * 0.4aRpSDsIp (1 +2 Hl F. Site Coefficient. See Tables Below. \ P SD. Short Period Spectral Acceleration a, Component Amplification Factor. Taken as 2.5 for Fire Sprinkler Applications Where:Sbs = 2�3 FaSs Rp Component Response Modification Factor, Taken as 4.5 for Fire Sprinkler Applications I, Component Importance Factor.Taken as 1.5 for Fire Sprinkler Applications Cpmax = 0.7* 1.6SDsIp W, Component Operating Weight. Taken as the weight of the Fire Sprinkler System in the ZOI plus 15% z Height in the structure where the component attaches to the structure. Height is Cp min = 0,7 * 0.3SDs/p relative to the base of the structure and shall not be taken as less than 0 and shall not be larger than "H". H Average roof height of the structure relative to the base 6 SITE COEFFICIENT, FA PER ASCE/SEI 7-16 Si <_ 0.25 Ss = 0.5 S, = 0.75 Ss = 1 Ss = 1.25 S, >_ 1.5 A 0.8 0.8 0.8 0.8 0.8 0.8 B 0.9 0.9 0.9 0.9 0.9 0.9 C 1.3 1.3 1.2 1.2 1.2 1.2 D 1.6 1.4 1.2 1.1 1 1 E 2.4 1.7 1.3 1.2 1.2 1.2 Use straight-line interpolation for intermediate values of Ss. SITE CLASSIFICATION PER ASCE/SEI 7-16 Site Class Ground Structure A Hard Rock B Rock C Very Dense Soil and Soft Rock D Stiff Soil E Soft Clay Soil IIIII , ii::::› . 7 L__ t NI � a y t .. GROUND • f `s 9 1 1 1 ( f BEFORE A SEISMIC EVENT DURING A SEISMIC EVENT (Exaggerated) Appendix D - Bill of Materials Project Name Dartmouth Commons Code Requirements NFPA 13-2019 Last Updated July 20, 2023 QUANTITY FIGURE NUMBER PRODUCT DESCRIPTION 20 5/8"Lag Screw per referenced edition of NFPA 13 Fastener 20 AF700 5/8"AF700 Universal Swivel Attachment AF700-5/8" 15 AF001 4 NPS AF001 Q Brace Clamp AF001-4 NPS x 1 NPS 5 AF730 4 NPS AF730 Longitudinal&Lateral Seismic Clamp AF730-4 NPS 8 ^: .k&.,gy,.�.� P,�e ,art ''s�h ua+•4 � �ru'.#G" sa AFCON°Seismic Braces " � �u.- ir ,,.,.,. 000 MC. Engineered Solutions Universal. Swivel.Attachment Fig.AF700 ---,„, Material Specifications r ,. Size Range Brace Member:See Table t`•^ Anchors:'"-3/4"(M12—M18) Material :. Ductile Iron with Carbon Steel Hardware , Finish ' ❑ Plain ❑ Electro-Galvanized per ASTM B633 ~• 4 . - Service y A seismic swivel attachment designed to connect s a brace member to the building structure or to a xt seismic structural attachment.The AF700 rigidly �.,„.� v ,2 braces piping systems subjected to horizontal and vertical seismic loads. --�r. Approvals cULus Listed(ANSI/UL 203a)),FM Approved(FM sous ® 1950-13),&FM Tested(FM 1950-16).FM Tested LISTED APPROVED (ANSI/FM 1950-16).Complies with NFPA 13,ASCE 7,IBC,&MSS SP-127 bracing requirements. Features - The set screw provides a visual indication that 0011.011- w proper installation has been achieved O' - Eliminates brace member eccentricity by concentrically loading 1"and 1 Y4"brace pipes } Ordering Specify figure number,fastener size,finish and D description. i_ A C X---%�--Y B Disclaimer: L ASC Engineered Solutions does not provide any warranties and specifically disclaims any liability whatsoever with respect to ASC bracing products and components that are used in combination with products,parts or systems not FIG.AF700 Dimensions and Weight manufactured or sold by ASC.In no event shall ASC be Liable -- __._.... _i.. _._. g for any incidental,direct,consequential,special or indirect A B C D L X Y Weight damages or lost profits where non-ASC bracing components Inimm In/mm Inimm Inimm In./mm In./mm In./mm Ibs/kgs have been,or are used. Seis Brace•Seismic Fire Protection Design Toot may be 1.40 1.983 1.400 1.280 6.40 2.80 1.91 2.25 accessed atwww.seisbroce.com 35.56 50.37 35.56 32.51 162.6 71.1 48.5 1.02 .................................. Notes: ...... _.. _.__. ASC Engineered Solutionsn"brand bracing components are designed to be compatible ONLY with other , j A FCON. ASC Engineered Solutions brand bracing components,resulting in a Listed seismic bracing assembly. Updated UL listing information may be viewed atwww.uLcom and updated FM approval information may be viewed at www.approvalguide.com. An ASC Engineered Solution PROJECT INFORMATION APPROVAL STAMP Project: Dartmouth Commons ['Approved Address: 6835 SW Clinton St,Tigard OR 97223,Tigard, OR 98661 , ❑Approved as noted Contractor: ..... __.. -_. ❑Not approved.. _... _... _.. Engineer: Remarks: Submittal Date: July 20, 2023 Notes 1: I Notes 2: SS-05.21 page 1 SS-SUB-AF700-v0220220408 AFCON®Seismic Braces t /6C. / Engineered Solutions Universal Swivel Attachment Fig.AF700 FIG.AF700 cULus Listing per ANSI/UL 203a(ASD) ...._................ ._......... Horizontal Load Rating at Brace Angle 0 Brace Member Fastener Size 30'-44° 45°-59° 60°-90° Listed 1 2' 'h" 4S" 9421bf 1333 Ibf 16321bf 1885 lbf Sch 40 Pipe (M12-M18) (4.19 kN) (5.93 kN (DN25-DN50) ) (7.26 kN) (0.38 kN) ��� 1) Load ratings may apply to NPFA 13 fastener orientations A,B,C,D,E,F,6,H,or 1. 2) Brace Angles are determined from Vertical. 3) Listed load ratings reduced for angle ranges in accordance with NFPA 13-2019 Table 18.5.2.3. 4) See table below for listed brace members. 19 5) Minimum safety factor of 2.2 in accordance with NFPA 13-2019 Section A.18.5.2.3. NFPA 13 Orientations A, B,or C FIG.AF700 FM Approved(Listing)per FM 1950-13(ASD) Horizontal Load Rating at Brace Angle Brace Member Fastener Size -- --- --- _ 30°-44° 45°-59° 60°-74° 74°-90' 1 2" ,4"- " 1780 Ibf 2510 lbf 3080 lbf 3440 lbf Sch 40 Pipe (DN25-DN50) (M12-M18) (7.92 kN) (11.17 kN) (13.70 kN) (15.30 kN) N 1) Load ratings may apply to NPFA 13 fastener orientations A,B,C,D,E,F,6,H,orI 2) Brace Angles are determined from Vertical. 3) Listed load ratings reduced for angle ranges in accordance with NFPA13-2019 Table 18.5.2.3. 4) See table below for listed brace members. 5)Minimum safety factor of 1.5 in accordance with NFPA 13-2016 Section A.9.3.5.2.3.To convert the load ratings above to a safety factor of 2.2 per NFPA 13-2019 Section A.18.5.2.3,multiply load ratings by a factor of 0.68. 6)To convert to LRFD Load Ratings,ASD Load Ratings may be multiplied by a factor of 1.5. o 0 NFPA13 Orientations D,E,or F FIG.AF700 FM Listed,Approved &Tested Brace Members Brace Member Brace Size Standard(or Equivalent) UL FM Sch.40 NPS Pipe 1",1 k",114",2" ASTM A53,A106,A135,or A795 ✓ ✓ 0 \ Sch.40 Metric Pipe DN25 KS G 3562 se" ✓ ° \J DN32 EN10255H ✓ DN40 GB/T 3091 ✓ Metric Pipe DN50 ' _... _. JIS G3454 ✓ OO FIG AF700 Horizontal Prying Factors(Pr)Per NFPA 13:Angles(Deg) (41 Fastener Orientation A B C D E F G H 1 Brace Angle 30°-44' 45'-59° 60°-90° 30°44' 45°-59° 60'-90' 30'44° 45°-59' 60°-90° NFPA 13 Orientations G, H,or I AF700 2.55 1.09 0.91 1.41 1.45 2.00 1.83 1.29 1.06 AF700w/Metal Deck' 2.55 1.09 1.14 - AF700 w/Metal Deck' 2.75 1.11 1.14 - 1) Prying factors reflect the baseplate'B"dimension overhanging the edge of the metal deck.Used for DeWalt anchor loads. 2) Prying factors reflect the baseplate'A"or"8"dimension overhanging the edge of the metal deck.Used for asc-es.com NFPA&Hiltl anchor loads. 3) Prying Factors calculated in accordance with NFPA 13-2019 Section A.18.5.12.2. Building connections that last SS-05.21 page 2 SS-SUB-AF700-v02 20220408 AFCON°Seismic Braces _ y Engineered Solutions Universal Swivel Attachment Fig.AF700 Method 1 - Connection to Brace Member First 1 Slide the brace member over the tower jaw until it contacts the back wall 2 Hand tighten the set screw until it contacts the brace member.Continue to torque the set screw until the head breaks off. 3 Rotate the brace assembly up to the fastener or the related seismic structural attachment and connect through the mounting hole. 4 Tighten per the fastener or structural attachment specifications. 5 Ensure the brace angle is within the range specified. Notes:The cross bolt should be hand tight.For visual inspection,at least one thread should be exposed. Method 2 - Connection to Structure First 1 Connect the AF700 to the fastener or the related seismic structural attachment. 2 Tighten per the fastener or structural attachment specifications. 3 Slide the brace member over the lower jaw until.it contacts the back wall. 4 Hand tighten the set screw until it contacts the brace member.Continue to torque the set screw until the head breaks off. 5 Rotate the brace member until the brace angle is within the specified range. Notes:The cross bolt should be hand tight.For visual Inspection,at least one thread should be exposed.. Structural Attachments,Anchors,&Fasteners Listed,Approved,&Tested with the AF700 Structural Attachment Structure AF085 Steel Joist(Top Chord) AF086 Horizontal Steel Flange(I-Beam Bottom Flange) AF772 Horizontal Steel Flange(I-Beam Bottom Flange) Horizontal Steel Flange(I-Beam Top or Bottom Flange) AF778 C-Channel(Top or Bottom Flange) Vertical Flange of a Joist(Top Chord) AF779 All Structures with the Applicable Approved Anchor or Fastener DeWalt Cracked Concrete Power-Stud®+SD1 Cracked Concrete Filled Metal Deck --.-. ...... DeWalt Cracked Concrete Power-Stude+SD? Cracked Concrete Filled Metal Deck DeWalt Wood-Knocker°II+ Cracked Concrete DeWalt Bang-It°+ Cracked Concrete Filled Metal Deck DeWalt DDI+" Cracked Concrete Filled Metal Deck Cracked Concrete Anchors&Fasteners Cracked Concrete Filled Metal Deck Per NFPA 13 Steel Per Wood Saw Lumber or Glue-Laminated Timbers Building connections that Last" SS-05.21 page 3 SS-SUB-AF700-v02 20220408 AFCON®Seismic Braces r"t ° , ,-"r44° ASC Engineered Solutions Model Q Lateral Sway Brace Fig.AF001 Material Specifications Size Range: Service Pipe Size 1"-4",DN25-DN100 '°" Brace Member:l"-1�/a';DN25 DN32 Material l# Carbon Steel Finish " ❑ Plain g ❑ Electro-Galvanized E' - k Service 4- * t (� A seismic lateral brace designed to connect a r /= brace member to the service pipe.The AF001 a 4L?'' J-� rigidly braces steel piping systems subjected to - /=i^, horizontal and vertical seismic loads. Approvals cULus Listed(ANSI/UL203a),FM Approved(FM 1950-13),&OSHPD(OPM-0351-13).Complies €, with NFPA 13,ASCE 7,IBC,&MSS SP-127 bracing 1"to 4 Service Pipe requirements. 1 Features "' The indicator clip provides a visual indication that proper installation has been achieved.. os pd c UL us ® Ordering OPM-0351-13 LISTED APPROVED Specify figure number,service pipe size,brace size,finish,and description. FIG.AF001:Weight and Installation Torque Pipe Size Brace Member Size Service Pi p 1'(DN25) 1"(DN25) Installation Torque 1"(DN25) 0.82 lbs 0.87 lbs 1V.."(DN32) 0.86 lbs 0.901bs 14 ft-lbs 1 W(DN40) 0.90 lbs 0 95 lbs 2"(DN50) 0.96 lbs 1.00lbs 21/2" 1.02 lbs 1.06 lbs ON65 1.05lbs 1 09 lbs 16 ft-lbs 3'(DN80) 1.091bs 1.131bs AFCON. 4'(DN100) 1.23 lbs 1.26Ibs 17 ft-lbs An ASC Engineered Solution PROJECT INFORMATION APPROVAL STAMP Project: Dartmouth Commons ❑Approved Address: 6835 SW Clinton St,Tigard OR 97223,Tigard, OR 98661 El Approved as noted Contractor: 0 Not approved Engineer: Remarks: Submittal Date: July 20,2023 Notes 1: Notes 2: 1 SS-06.21 page 1 SS-SUB-AF001-v03 20220303 AFCON®Seismic Braces }} / Engineered Solutions Model Q Lateral Sway Brace Fig.AF001 FIG.AF001 cULus Listing per ANSI/UL 203a(ASP) Horizontal Load Rating at Brace Angle , Service Pipe Size Service Pipe -- r- -. 30'44° 45'59° 60°•90° Listed 1'(DN25) (M12) , 1v;(DN32) - --- Sch.10 114"(DN40) Sch.40 ---- --- Metric Pipe 2'(DN50) 340 lbf 480 lbf 5881bf 680 lbf Lateral Application Sch 10 (1.51 RN) (2.1•l kN) (2.62 kN) (3.02 kN) 2W Sch.40 D N65 Metric Pipe 3"(DN80) Sch.10 Sch.40 * i 4'(DN100) Metric Pipe 1) Brace Angles are determined from Vertical. 2) Sch.10 Load Ratings may be used for any thicker wait pipe of the same diameter. r lain �� 3) Listed load ratings reduced for angle ranges in accordance with NFPA 13-2019 Table 18.5.2.3. �� � 4) Load Ratings reflect 1"(DN25)-P/a"(DN32)brace members.See table below for listed brace members. N. 5) Minimum safety factor of 2.2 in accordance with NFPA 13-2019 Section A.18.5.2.3. Lateral Application Fig.AF001 cULus Listing per ANSI/UL 203A(ASD)for NFPA 13-2016 editions or earlier UL's current Listings are predicated on installation in accordance with the latest edition of NFPA 73. The 2016 and earlier editions of NFPA 13 referenced a minimum safety factor of 1.5 for the load rating as compared to 2.2 for the ����) current edition.The load ratings noted in this table are consistent with the historical cULus Listings that were evaluated ( ) to the requirements of UL 203A,Outline of Investigation for Sway Brace Devices for Fire Sprinkler System Piping,based upon a minimum safety factor of 7.5 in accordance with the earlier editions of NFPA 13. The load ratings based upon the 2016 or earlier editions of NFPA 13 should only be used where approved by the Authority HavingJunsdicbon(AU)). Horizontal Load Rating at Brace Angle 1Lo Service Pipe Size Service Pipe .. '' 30"-44° 45°-59° 60°-90° Listed 1"(DN25) 15(M12) , '�.., �1''A"(DN32) � •�Sch.10 1 :'(DN40) Sch 40 �Metric Pipe 2'(DN50) 500 lbf 707 lbf 865 lbf 1000 lbf --- -- (2-22 kN) (3.15 kN) (3-35 kfl, (4.45 kN) 2 . Sch.10 Sch.40 Riser Application DN65 Metric Pipe 3'(DN80) Sch.10 _.. Sch.40 4'(DN100) Metric Pipe 1) Brace Angles are determined from Vertical. 2) Sch.10 Load Ratings may be used for any thicker wall pipe of the same diameter. 3) Listed load ratings reduced for angle ranges in accordance with NFPA13-2016 Table 9.3.5.2.3. 4) Load Ratings reflect 1"(DN25)-11/4"(DN32)brace members.See table below for listed brace members. 5) Minimum safety factor of 1.5 in accordance with NFPA 13-2016 Section A.9.3.5.2.3 asc-es.com Building connections that last'• 55-03.22 page 2 SS-SUB-AF001-v03 20220303 AFCON®Seismic Braces Model Q Lateral Sway Brace 00. Engineered Solutions Fig.AF001 16.. i6C FIG.AF001 FM Approved(Listing)per FM 1950-13(ASD) Service Pipe Size Service Pipe Horizontal Load Rating at Brace Angle 30° ° 45°'59° 60°74' 75°90° , 1'(DN25) , 1v,'(DN32) � � 11h"(DN40) / -- -- LW' 2501bf 3601bf 44016f SOOIbf 2"(DN50) (1 11 kN) (1.60 kN) (1.96 U.) i2 22 l.t) DV Lateral Application 3'(DN80) 4'(DN100) LW' 4101bf 5901bf 7201bf 800 Ibf (1.82k N) (262tN) (_32'4i) (2.56 kN) 1"(DN25) * # 114'(DN32) Sch.10 Sch.4PO ' 115"(DN40) Metric Pipe z Mn 2'(DN50) 5001bf 810 lbf 1000 lbf 11001b( Lateral Application -- —__ (2.22 kN) (3.6 kf 1) (4.4h bN) (4.89 kN) 2g. Sch.10 Sch.40 DN65 Metric Pipe Sch.10 imdElb 3"(DN80) Sch.10 Metric Pipe Sch 10 7601bf 10701bf 13201bf 14701hf 1%0 4'(DN700) Sch 40 Metric Pipe (2.'3 kt+; la 76 kN) N g7lJd1 {6.54 kN) . .� 1) Brace Angles are determined from Vertical. 2) LW Refers to FM Approved Lightwall pipe,commonly referred to as Sch.7 and Flow Pipe.See FM Approval ,� Guide for approved Lightwall pipe. 3) Sch.10 Load Ratings may be used for any thicker wall pipe of the same diameter. , 4) See table below for FM listed specialty pipes&FM Listed metric service pipes. %r a. f. 5) Load Ratings reflect 1"(DN25)-1W(DN32) brace members.See table below for listed brace members. 7.:::6) Minimum safety factor of 1.5 in accordance with NFPA 13-2016 Section A.9.3.5.2.3.To convert the load ratings - j ,S above to a safety factor of 2.2 per NFPA 13-2019 Section A.18.5.23,multiply toad ratings by a factor of 0.68. �� 7) To convert to LRFD Load Ratings,ASD Load Ratings may be multiplied by a factor of 1.5. Riser Application n asc-es.com Building connections that last- S5-11.21 page 3 55-SUB-AF001-v03 20220303 AFCON®Seismic Braces - Installation k ASC. Engineered Solutions Model. Q Lateral Sway Brace Fig.AF001 1 Place the AF001 over the service pipe to be braced. 2 Insert the brace member through the open loop and the bracket.The end of the brace pipe shall extend at least 2in(50.8mm)past the bracket. 3 Hand tighten the nuts equally until the bracket contacts the brace member.Continue to torque the nuts equally and alternately until indicator clip is flat and the installation torque r-c)i has been achieved. 4 Ensure the brace angle is within the specified range. .. Notes:The brace member may be installed above or below the service pipe. '.' '■' FIG.AF001 cULus Listed&FM Approved Brace Members Brace Member Sizes Standards(or Equivalent) UL Listed FM Approved Sch.40 tv,, ASTMA53,A106, ✓ ✓ NPS Pipe A135,orA795 Sch.40 Metric Pipe KS D 3562 DN25 EN10255H Metric Pipe DN32 GB/T 3091 JIS G3454 FIG.AF001 cULus Listed&FM Approved Metric Service Pipes Brace Member Service Pipe Sizes UL Listed FM Approved KS D 3507 ✓ ✓ KS D 3537 KS D 3562 ✓ ✓ Sch.40 DN25 GB/T 3091 DN32 GB/T 3092 0N40 JIS G3452 DN50 DN 80 ✓ _.. DN100 ......_ _._ _... ..... EN 10255M ✓ EN 10255H ✓ Notes: ASC Engineered Solutionsl'brand bracing components are designed to be compatible ONLY with other ASC Engineered Solutions brand bracing components,resuLting in a Listed seismic bradng assembly.Updated UL listing information may be viewed atwww.uLcom and updated FM approval information may be viewed at www. approvalguide.com. Disclaimer: ASC Engineered Solutions does not provide any warranties and specifically disclaims any liability whatsoever with respect to ASC bracing products and components that are used in combination with products,parts or systems not manufactured or sold by ASC.In no event shall ASC be liable for any incidental,direct,consequential,special or Indirect damages or lost profits where non-ASC bracing components have been,or are used. Seis Brace Seismic Fire Protection Design Tool may be accessed at www.seisbrace.com 43 asc-es.com Building connections that Last- SS-05.21 page 4 SS-SUB-AF001-v03 20220303 AFCON®Seismic Braces Wdta4at An CvriYvr a yn++. Y M,?'.�nY' VI ASC. Engineered Solutions Longitudinal & Lateral Seismic Clamp Fig.AF730 Material Specifications Size Range xt ky, ,. Service Pipe Size:1"-12',DN25-DN100 ',' t Material \ S * � E. _ 'It Carbon Steel Clamp and Hardware.Ductile Iron „*, „ . , N Brace Member Attachment Fitting. � � � E"' dS' Finish ` E Plain ty+)r-1 ''' ❑Clamp:Hot Dipped Galvanized per c RL us ® ASTM A153 LISTED APPROVED _-- ❑ Brace Member Attachment Fitting: Electro-Galvanized perASTM 8633 MI C = Service A seismic longitudinal and lateral brace clamp �a_ ® - designed to connect piping system a brace g member.The AF730 rigidly braces piping systems subjected to horizontal and vertical seismic loads. Y Approvals cULus Listed(ANSI/UL 203a)and FM Approved (FM 1950-13).FM Tested(ANSI/FM 1950-16). FIG.AF730 Dimensions and Weight Complies with NFPA13,ASCE7,IBC,&MSS SP-127 bracing requirements. Size A B Y Weight In/mm In./mm In./mm Ibs/kgs Features " Torque off set screw and nuts provide a visual 1'(DN25) 7.6 193 2 49 1.13 --- indication that the desired installation torque 1 YZ"(DN32) 8.0 203 2.55 1.13 values have been achieved. 1'h" DN40 8.2 208 Ordering ( ) 2.64 1.20 Specify figure number,service pipe size,finish, 2"(DN50) 8.7 221 2.78 1.26 and description. 21/2" 9.2 234 2.92 132 Disclaimer: 3"(DN80) 9.8 249ASC Engineered Solutions does not provide any warranties 3.13 1.42 and specifically disclaims any liability whatsoever with --- 1.5038 1 1.91 48.5 -- respect to ASC bracing products and components that 4"(DN100) 10.8 274 3.38 1.53 are used in combination with products,parts or systems 5° 12.1 30 inot manufactured or sold by ASC.In no event shall ASC --_ . ---- 3.81 1.73 be liable for any incidental,direct,consequential,special 6° 13.2 335 or indirect damages or lost profits where non-ASC bracing ----_ 4.12 1.87 components have been,or are used. Seis Brace'Seismic Fire Protection Design Toot may be 8" 15.2 386 6.40 290 accessed atwww.seisbrace.com 10" 18.1 460 7.60 3.45 12" 201 511 8.60 3.90 Notes: ASC Engineered SolutionsTM brand bacing components,compon ents are designed to be compatiblebacinONLY embly.. A��ON ASC Engineered Solutions brand bracing components,resulting in a Listed seismic bracing assembly. Updated UL listing information may be viewed at www.ul.com and updated FM approval information may be viewed at www.approvalguide.com. An ASC Engineered Solution PROJECT INFORMATION 1 APPROVAL STAMP Project: Dartmouth Commons ❑Approved Address: 6835 SW Clinton St,Tigard OR 97223,Tigard, OR 98661 El Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: July 20,2023 Notes 1: 1 Notes 2: SS-07.20 page 1 SS-SUB-AF730-v04 20221228 AFCON®Seismic Braces . At6C Engineered Solutions Longitudinal. & Lateral. Seismic Clamp Fig.AF730 FIG.AF730 cULus Listing per ANSI/UL 203a(ASD) ........._....... Horizontal Load Rating al Brace Angle Service Standard Specialty Longitudinal Load Rating Lateral Load Rating Pipe Service Service Size Pipe Pipe 30%44' 45-59' 60°-90' Listed 30'-44" 45"-59' 60'-90 Listed Ibf/kN Ibf/kN Ibf/kN Ibf/kN Ibf/kN Ibf/kN Ibf/kN Ibf/kN Sch 10 Mega-Thread 1' MLT/GL 340 480 588 680 340 480 588 680 NI t` Sch 40 DN25 EddyThread 1 51 2,14 2.62 3.t12 1.51 214 2.62 3.02 Metric Pipe EZ hread Mega-Flow 71` 1 MLT/GL 1% Sch�40 Mega-Thread �- (D432) Metric Pipe EddyThread now Longitudinal Application EZ-Thread Mega-Flow MLT/GL 1,S. Sch.10 Mega-Thread 375 530 649 750 375 530 649 750 (DN40) Sch.40 Eddy Flow 87 Metric Pipe Eddy Thread 2-46 2.89 3.34 L67 2.36 2.89 3.34 Fire-Flo EZ-Thread Mega-Flow i MLT/GL �,,� 2" Sch.10 Mega-Thread (DN50) Sch.40 Eddy Flow Metric Pipe Eddy Thread Fire-Flo ej. EZ Thread I Mega Flow 21/2' Sch.10 Eddy Flow Sch.40 Fire-Flo Lateral Application 545 770 943 1090 545 770 943 1090 Sch.10 Mega-Flow 2.42 3.43 4.19 4.85 "A_42 3 43 4 '9 4.85 Sch.40 Eddy Flow (DN80) Metric Pipe Fire-Flo 4. Sch.10 Mega-Flow (DN700) Sch.40 Eddy Flow metric Plpe Fire-Flo 11,45...... Sch 10 �C� 5 Sch 40 11114111141111 lillitel Sch.10 942 1333 1632 1885 942 1333 1632 1885 III6 Sch.40 Mega Flow 4.19 5.93 7 26 8-38 4.19 5.93 726 8.38 Sch.10 8" 0.188'Wall - Riser Application Sch.40 10" 0.188"Wall Sch.40 Brace Angles are determined from Vertical Sch.10&0.188"Wall Load Ratings may be used for any thicker wall pipe of the same diameter. €r Listed load ratings reduced for angle ranges in accordance with NFPA 13-2019 Table 18.5.2.3. /wr5 h v.. nn See table on page 4 for UL listed specialty pipes&UL Listed metric service pipes. See table on page 4 for UL Listed brace members. a5C-e5.com Load ratings include a minimum safety factor of 2.2 in accordance with NFPA 13-2019 Section A.18.5.2.3. Building connections that Last- ALL load ratings may be used for NFPA 13-2016 designs. SS-07.20 page 2 SS-SUB-AF730-v0420221228 FFIRATRI TPROTECTION OFFICE Copy 4708 NE MINNEHAHA ST VANCOUVER,WA 98661 TEL(360)699-4403 FAX(360)699-4485 RECEIVED AUG 2 8 ?0Z3 CITY OF TIGARD 9UILDING DIVISION Dartmouth Crossing 6835 SW Clinton Street Tigard , OK 97223 Hydraulic Calculations JOB # 31-1601 TACOMA,WA OFFICE www.patriotfire.com SPOKANE,WA OFFICE TEL(253)926-2290 PATRIFP099CF TEL(509)926-3428 FAX(253)922-6150 FAX(509)926-3708 TUALATIN VALLEY WATER DISTRICT immous FIREFLOW TEST #1569 MODELING RESULTS Location: 6835 SW Clinton St,Tigard, OR Date of model:4/24/2023 The modeling results for Fireflow near location are as follows: Assumption: Maximum Day Demand, Peak hour Static Read Pressure Estimate: 81 PSI Flow Rate @ Hydrant with 20 PSI Residual at Main: 9,770 GPM Hydrant Unique ID: FH92 Disclaimer: Tualatin Valley Water District makes no representation as to the system's ability to meet specific fire flow requirements.The hydraulic model of the TVWD water system may inaccurately represent the current water system as it is based on historical records of the water system. The future system capability may differ from the flows reported herein because of subsequent modifications to the district's system and/or because flow and pressure may vary by time of day and season. 1850 SW 170th Avenue, Beaverton,Oregon 97003 II phone 503-848-3000 // fax 503-649-2733 // www.tvwd.org Page 2 Map: 6i - Di bin- Di 1 l , I ES x a i cn 9,770 GPM f ,a zoos-4-112 . N _ — 5 F 12 in - Di 12rn - Di Q+�tp� SW CLINTON ST -4 -le "' { c cA � co „ ,h , Apo c505 CO CALCULATION SUMMARY Project Name: Dartmouth Crossing Project Location: 6835 SW Clinton St Contract No. :31-1601 City: Tigard, OR Design Areas Design Area Calc. Mode Occupancy Area of Total Water Pressure @ Min. Min. Min. Calculated Hose Margin To Name (Model) Application Source Density Pressure Flow Heads Streams Source (ftz) (gpm) (Psi) (gpm/ft2) (psi) (9Pm) # (gpm) (psi) 1 Demand (HW) Residential 459.19 169.5 Required 0.052 12 17 4 100 13.5 67.5 File: C:Wsers\wes.jones\AppData\LocaRTemp\Drawing21_30130 c54d6cd8.sv$ Date 7/17/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 1 HYDRAULIC CALCULATIONS for Job Information Project Name:Dartmouth Crossing Contract No.:31-1601 City: Tigard, OR Project Location: 6835 SW Clinton St Date:4/19/2023 Contractor Information Name of Contractor: Patriot Fire Address: 4708 NE Minnehaha St City: Vancouver, Wa 98661 Phone Number: 360.699.4403 E-mail:wes.jones@patriotfire.com Name of Designer: Wes Jones Authority Having Jurisdiction: City of Tigard Design Remote Area Name 1 Remote Area Location 4th floor unit Occupancy Classification Residential Density(gpm/ft) 0.052 Area of Application(02) 459.19 Coverage per Sprinkler(ft') 324 Number of Calculated Sprinklers 4 In-Rack Demand(gpm) 0 <50 PRO . Special Heads �`g <Cr‘kGINEk• S�0 Hose Streams(gpm) 100 13,898PE � 11—,.,. Total Water Required(incl. Hose Streams)(gpm) 189.5 • •. •N Required Pressure at Source(psi) 67.5 0"I 1.4• 16,N9 Q� Type of System Wet °J. GESs� Volume-Entire System (gal) 315.2 gal EXPIRES:vif/IrZ.T1 Water Supply Information Date 04/24/2023 Location 6835 SW Clinton St,Tigard OR Source W 1 Notes File:C:1Userslwes.jones\AppData\Local lTemplDrawing2_1_30130_c54d6cd8.sv$ Date 7/17/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job: Dartmouth Crossing Hydraulic Analysis for : 1 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :W1 Flow(gpm) Pressure(psi) 0 81 9770 20 Supply Analysis Static Pressure Residual Available Flow Total Demand Required Pressure Node at Source PressurePressure (psi) (psi) (9Pm) (psi) (9Pm) (Psi) W1 81 20 9770 81 169.5 67.5 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 100 Other(custom defined) Hose Flow(gpm) Total Hose Flow(gpm) 100 Sprinklers Ovehead Sprinkler Flow(gpm) 69.5 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 69.5 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 67.5 W1 -Flow(gpm) 69.5 Demand w/o System Pump(s) N/A File:C:\Users1wes.jones\AppData\Local\Temp\Drawing2_1_30130_c54d6cd8.sv$ Date 7/17/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job: Dartmouth Crossing Hydraulic Analysis for : 1 Graph Labels Label Description Values Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 81 S2 Supply point#2-Residual 9770 20 D1 Elevation Pressure 0 16 D2 System Demand 69.5 67.5 D3 System Demand+Add.Out.Hose 169.5 67.5 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 81 78.8 13.5 169.5 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft') (gpm/psi7) (gpm/ft') (gpm) (Psi) (gpm/ft2) (gpm) (psi) 1 Overhead 324 4.9 0.05 16.2 12 0.052 17 12 Sprinkler 2 Overhead 324 4.9 0.05 16.2 12 0.055 17.8 13.1 Sprinkler 3 Overhead 324 4.9 0.05 16.2 12 0.052 17 12.1 Sprinkler 4 Overhead 324 4.9 0.05 16.2 12 0.055 17.7 13.1 Sprinkler File:C1Userslwes.jones\AppDatalLocal\Temp1Drawing2_1_30130_c54d6cd8.sv$ Date 7/17/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:Dartmouth Crossing Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gPm/Psi9) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 1 34 4.9 17 1 lx(BM.Tee-Br)=5 9.5 150 12 1846 43.5 17 1.101 5 0.0502 -4.1 14.5 0.7 1846 43.5 -2.2 1 4x(BM.Tee-Run)=4 21.29 150 8.7 1836 43.5 14.8 1.101 lx(BM.90)=5 9 0.039 0 30.29 1.2 1836 43.5 3.4 1 6x(BM.Tee-Run)=6 36.5 150 9.8 0007 43.5 18.3 1.101 lx(BM.Tee-Br)=5 16 0.0574 0 lx(BM.90)=5 52.5 3 0007 43.5 51.2 1.5 5x(BM.Tee-Run)=5 23.62 150 12.8 0013 43.5 69.5 1.598 lx(BM.Tee-Br)=8 13 0.1109 0 36.62 4.1 0013 43.5 -18.8 1.5 2x(BM.Tee-Run)=2 20.47 150 16.9 0018 43.5 50.7 1.598 2 0.0619 0 22.47 1.4 0018 43.5 -18.2 1.5 9x(BM.Tee-Run)=9 104.1 150 18.3 0036 43.5 32.5 1.598 9 0.0272 0 113.1 3.1 0036 43.5 18.2 1.5 2x(BM.Tee-Run)=2 18.81 150 21.4 0039 43.5 50.7 1.598 2 0.0619 0 20.81 1.3 0039 43.5 18.8 1.5 1x(BM.Tee-Run)=1 6.62 150 22.7 0138 43.5 69.5 1.598 1 0.1109 0 7.62 0.8 0138 43.5 -21.9 1.5 9x(BM.Tee-Run)=9 55.91 150 23.5 0199 43.5 47.6 1.598 lx(BM.Tee-Br)=8 17 0.0551 0 72.91 4 0199 43.5 -14.9 1.5 4x(BM.Tee-Run)=4 45 150 27.5 0195 43.5 32.7 1.598 4 0.0275 0 49 1.3 0195 43.5 21.9 1.5 3x(BM.Tee-Run)=3 23.24 150 28.9 0263 43.5 54.6 1.598 lx(BM.90)=8 11 0.0709 0 34.24 2.4 0263 43.5 14.9 1.5 2x(BM.Tee-Run)=2 22.72 150 31.3 0266 43.5 69.5 1.598 lx(BM.Tee-Br)=8 10 0.1109 0 32.72 3.6 0266 43.5 0 2 lx(BM.Tee-Run)=1 12.87 150 34.9 0268 43.5 69.5 2.003 lx(us.90)=6.48 7.48 0.0369 0 20.35 0.8 0268 43.5 0 2 3.53 120 35.7 0269-0 39.97 69.5 2.157 0 0.0389 1.5 3.53 0.1 0269-0 39.97 0 2 0.5 37.3 Butterfly 8000 0269-I 39.47 69.5 0 0 0.6461 0.2 *** 0.5 0.3 0269-I 39.47 0 2 lx(us.90)=6.15 2.47 120 37.9 0270 37 69.5 2.157 6.15 0.0389 1.1 8.63 0.3 File:C:1Users1wes.jones1AppData1LocallTemp1Drawing2_1_30130_c54d6cd8.sv$ Date 7/17/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job: Dartmouth Crossing Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi' ) (gpm) (in) (ft) (ft) (Psi) (Psi) Path No: 1 0270 37 0 2 lx(us.Tee-Br)=12.96 0.83 150 39.3 0271 37 69.5 2.003 12.96 0.0369 0 13.79 0.5 0271 37 -15.1 2 10 150 39.8 0280 27 54.4 2.003 0 0.0234 4.3 10 0.2 0280 27 3.5 2 9 120 44.4 0166 18 57.8 2.157 0 0.0277 3.9 9 0.2 0166 18 11.6 2 1 120 48.5 0167 17 69.5 2.157 0 0.0389 0.4 1 0.0 0167 17 0 4 5x(us.90)=65.84 81.14 120 49 0712-0 9.5 69.5 4.26 65.84 0.0014 3.2 146.97 0.2 0712-0 9.5 0 4 0.5 52.4 Butterfly 8000 0712-I 9 69.5 0 0 0.0383 0.2 *** 0.5 0.0 0712-I 9 0 4 lx(us.Tee-Br)=26.33 3 120 52.7 0713 6 69.5 4.26 26.33 0.0014 1.3 29.33 0.0 0713 6 0 6 2x(us.90)=35.21 10.13 120 54 1729 -3 69.5 6.357 35.21 0.0002 3.9 45.33 0 1729 -3 0 6 lx(us.90)=24.19 31.83 140 57.9 1731-0 -3 69.5 6.4 24.19 0.0001 0 56.03 0 1731-0 -3 0 6 0.5 57.9 WATTS 1731-I -3 69.5 0 0 19.0692 0 957NRPDA 0.5 9.5 *** 1731-I -3 0 6 40.3 140 67.5 Wl -3 69.5 6.4 0 0.0001 0 40.3 0 W1 67.5 Path No: 2 3 34 4.9 17 1 lx(BM.Tee-Br)=5 9.5 150 12.1 1847 43.5 17 1.101 5 0.0502 -4.1 14.5 0.7 1847 43.5 2.2 1 5x(BM.Tee-Run)=5 36.92 150 8.7 1853 43.5 19.2 1.101 lx(BM.90)=5 10 0.0627 0 46.92 2.9 1853 43.5 -8.8 1 4x(BM.Tee-Run)=4 26.12 150 11.6 0006 43.5 10.4 1.101 lx(BM.Tee-Br)=5 14 0.0201 0 lx(BM.90)=5 40.12 0.8 0006 43.5 40.8 1.5 lx(BM.Tee-Run)=1 5.87 150 12.4 0007 43.5 51.2 1.598 1 0.063 0 6.87 0.4 0007 12.8 File:C:1Userslwes.joneslAppDatalLocallTemplDrawing2_1_30130_c54d6cd8.sv$ Date 7/17/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job:Dartmouth Crossing Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi'/) (gpm) (in) (ft) (ft) (Psi) (Psi) Path No: 3 4 34 4.9 17.7 1 lx(BM.Tee-Br)=5 12.64 150 13.1 0003 43.5 17.7 1.101 lx(BM.90)=5 10 0.0542 -4.1 22.64 1.2 0003 43.5 14.3 1 1x(BM.Tee-Run)=1 5.41 150 10.2 0005 43.5 32 1.101 lx(BM.Tee-Br)=5 6 0.1622 0 11.41 1.9 0005 43.5 8.8 1.5 1x(BM.Tee-Run)=1 7.61 150 12.1 0006 43.5 40.8 1.598 1 0.0414 0 8.61 0.4 0006 12.4 Path No: 4 2 34 4.9 17.8 1 lx(BM.Tee-Br)=5 9.5 150 13.1 1838 43.5 17.8 1.101 5 0.0543 -4.1 14.5 0.8 1838 43.5 -3.4 1 2x(BM.Tee-Run)=2 9.24 150 9.8 0003 43.5 14.3 1.101 2 0.0364 0 11.24 0.4 0003 10.2 Path No: 5 1846 43.5 0 1 lx(BM.Tee-Run)=1 9.17 150 8.7 1847 43.5 2.2 1.101 1 0.0011 0 10.17 0.0 1847 8.7 Path No: 6 0013 43.5 0 1 3x(BM.Tee-Run)=3 28.93 150 16.9 0074 43.5 18.8 1.101 lx(BM.90)=5 8 0.0602 0 36.93 2.2 0074 43.5 -9.2 1 20x(BM.Tee-Run)=20 162.35 150 19.1 0041 43.5 9.6 1.101 2x(BM.Tee-Br)=10 30 0.0174 0 192.35 3.3 0041 43.5 9.2 1.5 1x(BM.Tee-Run)=1 9.96 150 22.5 0039 43.5 18.8 1.598 lx(BM.Tee-Br)=8 9 0.0098 0 18.96 0.2 0039 22.7 File:C:1Userslwes.jonesL4ppDatalLocallTemp1Drawing2_1_30130_c54d6cd8.sv$ Date 7/17/2023 Copyright®2002-2012 Tyco Fire Protection Products Page 8 Job: Dartmouth Crossing Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psilk) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 7 0018 43.5 0 1 1x(BM.Tee-Br)=5 8.02 150 18.3 1782 43.5 18.2 1.101 lx(BM.Tee-Run)=1 6 0.0569 0 14.02 0.8 1782 43.5 -8.8 1 13x(BM.Tee-Run)=13 104.1 150 19.1 1761 43.5 9.4 1.101 2x(BM.Tee-Br)=10 23 0.0168 0 127.1 2.1 1761 43.5 8.8 1.5 1x(BM.Tee-Br)=8 8.02 150 21.2 0036 43.5 18.2 1.598 8 0.0093 0 16.02 0.1 0036 21.4 Path No: 8 0138 43.5 0 1 lx(BM.Tee-Run)=1 7.42 150 23.5 0142 43.5 21.9 1.101 lx(BM.Tee-Br)=5 6 0.08 0 13.42 1.1 0142 43.5 -8.4 1 4x(BM.Tee-Run)=4 47.57 150 24.6 0165 43.5 13.5 1.101 4 0.0327 0 51.57 1.7 0165 43.5 -1.9 1 7x(BM.Tee-Run)=7 53.34 150 26.3 0180 43.5 11.6 1.101 lx(BM.Tee-Br)=5 12 0.0246 0 65.34 1.6 0180 43.5 10.3 1 lx(BM.Tee-Br)=5 7.42 150 27.9 0195 43.5 21.9 1.101 5 0.08 0 12.42 1 0195 28.9 Path No: 9 0199 43.5 0 1 lx(BM.Tee-Br)=5 9.97 150 27.5 0217 43.5 14.9 1.101 lx(BM.Tee-Run)=1 6 0.0393 0 15.97 0.6 0217 43.5 -7.1 1 10x(BM.Tee-Run)=10 85.1 150 28.1 0242 43.5 7.8 1.101 2x(BM.Tee-Br)=10 20 0.012 0 105.1 1.3 0242 43.5 7.1 1 6x(BM.Tee-Run)=6 32.14 150 29.4 0263 43.5 14.9 1.101 lx(BM.Tee-Br)=5 16 0.0393 0 lx(BM.90)=5 48.14 1.9 0263 31.3 File:C:\Userslwes.jones\AppData1Local\Temp\Drawing2_1_30130_c54d6cd8.sv$ Date 7/17/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 9 Job:Dartmouth Crossing Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi'h) (gpm) (in) (ft) (ft) (Psi) (Psi) Path No: 10 0271 37 0 4 lx(us.90)=13.17 1 120 39.8 1705 38 15.1 4.26 13.17 0.0001 -0.4 14.17 0 1705 38 0 1 lx(us.90)=2 0.33 120 39.4 1704 38 15.1 1.049 2 0.0773 0 2.33 0.2 1704 38 0 2 11 120 39.5 0758 27 15.1 2.157 0 0.0023 4.8 11 0.0 0758 27 -3.5 2 lx(us.Tee-Br)=12.31 9 120 44.3 1247 18 11.6 2.157 12.31 0.0014 3.9 21.31 0.0 1247 18 0 1 lx(us.Tee-Br)=9.56 0.33 150 48.3 0166 18 11.6 1.101 9.56 0.0249 0 9.89 0.2 0166 48.5 Path No: 11 1853 43.5 0 1 2x(BM.Tee-Run)=2 18.52 150 11.6 0005 43.5 8.8 1.101 2x(BM.Tee-Br)=10 12 0.0148 0 30.52 0.5 0005 12.1 Path No: 12 1838 43.5 0 1 1x(BM.Tee-Run)=1 8.37 150 9.8 1836 43.5 3.4 1.101 lx(BM.Tee-Br)=5 6 0.0026 0 14.37 0.0 1836 9.8 Path No: 13 0074 43.5 0 1 26x(BM.Tee-Run)=26 171.35 150 19.1 0044 43.5 9.2 1.101 2x(BM.Tee-Br)=10 36 0.016 0 207.35 3.3 0044 43.5 0 1.5 2x(BM.Tee-Run)=2 9 150 22.4 0041 43.5 9.2 1.598 2 0.0026 0 11 0.0 0041 22.5 Path No: 14 1782 43.5 0 1 18x(BM.Tee-Run)=18 114.1 150 19.1 1809 43.5 8.8 1.101 2x(BM.90)=10 28 0.0148 0 142.1 2.1 1809 43.5 0 1.5 2x(BM.Tee-Run)=2 10 150 21.2 1761 43.5 8.8 1.598 2 0.0024 0 12 0.0 1761 21.2 File: C:\Users\wes.jones\AppDatalLocallTemp\Drawing2_1_30130_c54d6cd8.sv$ Date 7/17/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 10 Job :Dartmouth Crossing Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (9Pm/psis/z) (9Prn) (in) (ft) (ft) (Psi) (psi) Path No: 15 0142 43.5 0 1 13x(BM.Tee-Run)=13 103.41 150 24.6 0163 43.5 8.4 1.101 lx(BM.90)=5 23 0.0135 0 1x(BM.Tee-Br)=5 126.41 1.7 0163 43.5 1.9 1 11x(BM.Tee-Run)=11 63.92 150 26.3 0180 43.5 10.3 1.101 lx(BM.90)=5 16 0.0199 0 79.92 1.6 0180 27.9 Path No: 16 0165 43.5 0 1 1x(BM.Tee-Run)=1 10.58 150 26.3 0163 43.5 1.9 1.101 2x(BM.Tee-Br)=10 11 0.0009 0 21.58 0.0 0163 26.3 Path No: 17 0217 43.5 0 1 14x(BM.Tee-Run)=14 94.1 150 28.1 0101 43.5 7.1 1.101 1x(BM.90)=5 24 0.0098 0 lx(BM.Tee-Br)=5 118.1 1.2 0101 43.5 0 1 lx(BM.Tee-Run)=1 9 150 29.3 0242 43.5 7.1 1.101 1 0.0098 0 10 0.1 0242 29.4 Path No: 18 0758 27 0 1 lx(us.Tee-Br)=5 0.33 120 44.3 0280 27 3.5 1.049 5 0.0051 0 5.33 0.0 0280 44.4 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 11.12 ft/s occurs in the following pipe(s): (0013-0007), (0138-0039), (0266-0263) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File:C:1Userslwes.jones1AppData1Local\Temp\Drawing2 1_30130_c54d6cd8.sv$ Date 7/17/2023 Copyright®2002-2012 Tyco Fire Protection Products Page 11 CALCULATION SUMMARY Project Name: Dartmouth Crossing Project Location: 6835 SW Clinton St Contract No, : 31-1601 City: Tigard, OR Design Areas Design Area Calc. Mode Occupancy Area of Total Water Pressure @ Min. Min. Min. Calculated Hose Margin To Name (Model) Application Source Density Pressure Flow Heads Streams Source (ft2) (gpm) (Psi) (gpm/ft2) (Psi) (gpm) # (gpm) (psi) 2 Demand(HW) Light hazard 340.69 177 Required 0.114 7 58.8 14.8 5 100 22.1 File: C:1Users\wes.joneslAppDatalLocal1Temp\Drawing2_1_30130 c54d6cd8.sy$ Date 7/17/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 1 HYDRAULIC CALCULATIONS for Job Information Project Name:Dartmouth Crossing Contract No. :31-1601 City: Tigard, OR Project Location: 6835 SW Clinton St Date:4/19/2023 Contractor Information Name of Contractor: Patriot Fire Address: 4708 NE Minnehaha St City: Vancouver, Wa 98661 Phone Number: 360.699.4403 E-mail:wes.jones@patriotfire.com Name of Designer: Wes Jones Authority Having Jurisdiction: City of Tigard Design Remote Area Name 2 Remote Area Location 4th floor Corridor Occupancy Classification Light hazard Density(gpm/fP) 0.114 Area of Application(ft') 340.69 Coverage per Sprinkler(ft') 130 Number of Calculated Sprinklers 5 V PRO": F In-Rack Demand(gpm) 0 �\4'�NyGINEkt `9P� Special Heads �Z 13,B98PE vr Hose Streams(gpm) 100 +ati 41i7• „ •.- •N Total Water Required(incl. Hose Streams)(gpm) 177 Q ;6 g0 ¢� Lj • 16,19 e Required Pressure at Source(psi) 58.8 D J. GE55 Type of System Wet EXPIRES:06bl/251 Volume-Entire System (gal) 315.7 gal Water Supply Information Date 04/24/2023 Location 6835 SW Clinton St,Tigard OR Source VVI Notes File:C:\Users\wes.jones\AppData\Local\Temp\Drawing2_1_30130_c54d6cd8.sv$ Date 7/17/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:Dartmouth Crossing Hydraulic Analysis for : 2 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (Ib•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 : W 1 Flow(gpm) Pressure(psi) 0 81 9770 20 Supply Analysis Static Pressure Residual Available Node at Source Pressure Flow Total Demand Required Pressure (9P ) Pressure (psi) (Psi) m (psi) (9Pm) (psi) W 1 81 20 9770 81 177 58.8 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 100 Other(custom defined) Hose Flow(gpm) Total Hose Flow(gpm) 100 Sprinklers Ovehead Sprinkler Flow(gpm) 77 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 77 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 58.8 W 1 -Flow(gpm) 77 Demand w/o System Pump(s) N/A File:C:1Userslwes.jones AppData\LocallTemp\Drawing2_1_30130_c54d6cd8.sv$ Date 7/17/2023 Copyright ID 2002.2012 Tyco Fire Protection Products Page 3 Job:Dartmouth Crossing Hydraulic Analysis for : 2 Graph Labels Label Description Values Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 81 S2 Supply point#2-Residual 9770 20 D1 Elevation Pressure 0 16 D2 System Demand 77 58.8 D3 System Demand+Add.Out.Hose 177 58.8 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 81 96.5 22.1 177 Open Heads Head Ref. Head Type Coverage K-Factor Required Calculated Density Flow Pressure Density Flow Pressure (ft') (gpm/psi'/z) (9pm/ft') (gpm) (Psi) (gpm/ft') (gpm) (Psi) 14 Overhead 130 Sprinkler 5.6 0.1 13 7 0.125 16.3 8.4 10 Overhead Sprinkler 130 5.6 0.1 13 7 0.114 14.8 7 11 Overhead 130 5.6 0.1 13 7 Sprinkler 0.114 14.8 7 12 Overhead Sprinkler 130 5.6 0.1 13 7 0.118 15.3 7.5 13 Overhead 130 Sprinkler 5.6 0.1 13 7 0.122 15.8 8 File:C:\Users\wes.jones\AppData\Local\Temp1Drawing2_1_30130_c54d6cd8.sv$ Date 7/17/2023 Copyright 0 2002-2012 Tyco Fire Protection Products Page 5 Job: Dartmouth Crossing Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psiY) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 11 34 5.6 14.8 1 lx(BM.Tee-Br)=5 10 150 7 0189 43.5 14.8 1.101 lx(BM.90)=5 10 0.0389 -4.1 20 0.8 0189 43.5 14.8 1.5 3x(BM.Tee-Run)=3 12 150 3.7 0176 43.5 29.6 1.598 3 0.0229 0 15 0.3 0176 43.5 15.3 1.5 lx(BM.Tee-Br)=8 2.62 150 4 0013 43.5 44.9 1.598 8 0.0495 0 10.62 0.5 0013 43.5 -19.3 1.5 lx(BM.Tee-Run)=1 11.5 150 4.5 0116 43.5 25.6 1.598 1 0.0174 0 12.5 0.2 0116 43.5 15.8 1.5 lx(BM.Tee-Run)=1 8.97 150 4.7 0018 43.5 41.4 1.598 1 0.0425 0 9.97 0.4 0018 43.5 -20.4 1.5 lx(BM.Tee-Run)=1 5.03 150 5.2 0004 43.5 21 1.598 1 0.0121 0 6.03 0.1 0004 43.5 16.3 1.5 8x(BM.Tee-Run)=8 99.08 150 5.2 0036 43.5 37.2 1.598 8 0.0349 0 107.08 3.7 0036 43.5 20.4 1.5 2x(BM.Tee-Run)=2 18.81 150 9 0039 43.5 57.7 1.598 2 0.0785 0 20.81 1.6 0039 43.5 19.3 1.5 lx(BM.Tee-Run)=1 6.62 150 10.6 0138 43.5 77 1.598 1 0.1342 0 7.62 1 0138 43.5 -24.2 1.5 9x(BM.Tee-Run)=9 55.91 150 11.6 0199 43.5 52.8 1.598 lx(BM.Tee-Br)=8 17 0.0666 0 72.91 4.9 0199 43.5 -16.5 1.5 4x(BM.Tee-Run)=4 45 150 16.5 0195 43.5 36.3 1.598 4 0.0333 0 49 1.6 0195 43.5 24.2 1.5 3x(BM.Tee-Run)=3 23.24 150 18.1 0263 43.5 60.5 1.598 lx(BM.90)=8 11 0.0858 0 34.24 2.9 0263 43.5 16.5 1.5 2x(BM.Tee-Run)=2 22.72 150 21.1 0266 43.5 77 1.598 lx(BM.Tee-Br)=8 10 0.1342 0 32.72 4.4 0266 43.5 0 2 lx(BM.Tee-Run)=1 12.87 150 25.5 0268 43.5 77 2.003 1x(us.90)=6.48 7.48 0.0447 0 20.35 0.9 0268 43.5 0 2 3.53 120 26.4 0269-0 39.97 77 2.157 0 0.0471 1.5 3.53 0.2 0269-0 39.97 0 2 0.5 28.1 Butterfly 8000 0269-I 39.47 77 0 0 0.7837 0.2 *** 0.5 0.4 File:C:1Users\wes.jones\AppData\Local\Temp\Drawing2_1_30130_c54d6cdB.sv$ Date 7/17/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job:Dartmouth Crossing Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (9Pm/Psi1/2) (9Pm) (in) (ft) (ft) (Psi) (Psi) Path No: 1 0269-I 39.47 0 2 lx(us.90)=6.15 2.47 120 28.7 0270 37 77 2.157 6.15 0.0471 1.1 8.63 0.4 0270 37 0 2 lx(us.Tee-Br)=12.96 0.83 150 30.1 0271 37 77 2.003 12.96 0.0447 0 13.79 0.6 0271 37 -22.3 2 lx(us.Tee-Br)=12.96 10 150 30.8 0280 27 54.8 2.003 12.96 0.0237 4.3 22.96 0.5 0280 27 7.8 2 9 120 35.6 0166 18 62.6 2.157 0 0.0321 3.9 9 0.3 0166 18 14.4 2 1 120 39.8 0167 17 77 2.157 0 0.0471 0.4 1 0.0 0167 17 0 4 5x(us.90)=65.84 81.14 120 40.3 0712-0 9.5 77 4.26 65.84 0.0017 3.2 146.97 0.3 0712-0 9.5 0 4 0.5 43.8 Butter-fly 8000 0712-I 9 77 0 0 0.0432 0.2 *** 0.5 0.0 0712-I 9 0 4 lx(us.Tee-Br)=26.33 3 120 44.1 0713 6 77 4.26 26.33 0.0017 1.3 29.33 0.1 0713 6 0 6 2x(us.90)=35.21 10.13 120 45.4 1729 -3 77 6.357 35.21 0.0002 3.9 45.33 0.0 1729 -3 0 6 lx(us.90)=24.19 31.83 140 49.3 1731-0 -3 77 6.4 24.19 0.0002 0 56.03 0 1731-0 -3 0 6 0.5 49.3 WATTS 1731-I -3 77 0 0 18.9684 0 957NRPDA 0.5 9.5 *** 1731-I -3 0 6 40.3 140 58.8 Wi -3 77 6.4 0 0.0002 0 40.3 0 Wl 58.8 Path No: 2 10 34 5.6 14.8 1 lx(BM.Tee-Br)=5 9.5 150 7 0193 43.5 14.8 1.101 5 0.0389 -4.1 14.5 0.6 0193 43.5 -3.1 1 lx(BM.Tee-Br)=5 0.5 150 3.5 0007 43.5 11.7 1.101 5 0.0252 0 5.5 0.1 0007 43.5 3.1 1.5 2x(BM.Tee-Run)=2 9 150 3.6 0189 43.5 14.8 1.598 2 0.0063 0 11 0.1 0189 3.7 File:C:1Userslwes.jones\AppDatalLocalyTemp\Drawing2_1_30130_c54d6cd8.sv$ Date 7/17/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job: Dartmouth Crossing Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psllh) (gpm) (in) (ft) (It) (psi) (psi) Path No: 3 12 34 5.6 15.3 1 lx(BM.90)=5 9.5 150 7.5 0177 43.5 15.3 1.101 5 0.0413 -4.1 14.5 0.6 0177 43.5 0 1.5 lx(BM.Tee-Br)=8 0.5 150 3.9 0176 43.5 15.3 1.598 8 0.0067 0 8.5 0.1 0176 4 Path No: 4 13 34 5.6 15.8 1 lx(BM.Tee-Br)=5 10 150 8 0116 43.5 15.8 1.101 lx(BM.90)=5 10 0.0439 -4.1 20 0.9 0116 4.7 Path No: 5 14 34 5.6 16.3 1 lx(BM.Tee-Br)=5 10 150 8.4 0004 43.5 16.3 1.101 lx(BM.90)=5 10 0.0462 -4.1 20 0.9 0004 5.2 Path No: 6 0013 43.5 0 1 3x(BM.Tee-Run)=3 28.93 150 4.5 0074 43.5 19.3 1.101 lx(BM.90)=5 8 0.0637 0 36.93 2.4 0074 43.5 -9.5 1 20x(BM.Tee-Run)=20 162.35 150 6.9 0041 43.5 9.9 1.101 2x(BM.Tee-Br)=10 30 0.0184 0 192.35 3.5 0041 43.5 9.5 1.5 lx(BM.Tee-Run)=1 9.96 150 10.4 0039 43.5 19.3 1.598 lx(BM.Tee-Br)=8 9 0.0104 0 18.96 0.2 0039 10.6 Path No: 7 0018 43.5 0 1 lx(BM.Tee-Br)=5 8.02 150 5.2 1782 43.5 20.4 1.101 lx(BM.Tee-Run)=1 6 0.0705 0 14.02 1 1782 43.5 -9.9 1 13x(BM.Tee-Run)=13 104.1 150 6.2 1761 43.5 10.6 1.101 2x(BM.Tee-Br)=10 23 0.0208 0 127.1 2.6 1761 43.5 9.9 1.5 1x(BM.Tee-Br)=8 8.02 150 8.8 0036 43.5 20.4 1.598 8 0.0115 0 16.02 0.2 0036 9 File:C:1Userslwes.jones\AppDatalLocallTemplDrawing2_1_30130_c64d6cd8.sv$ Date 7/17/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 8 Job:Dartmouth Crossing Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi' ) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 8 0138 43.5 0 1 lx(BM.Tee-Run)=1 7.42 150 11.6 0142 43.5 24.2 1.101 lx(BM.Tee-Br)=5 6 0.0968 0 13.42 1.3 0142 43.5 -9.3 1 4x(BM.Tee-Run)=4 47.57 150 12.9 0165 43.5 15 1.101 4 0.0396 0 51.57 2 0165 43.5 -2.1 1 7x(BM.Tee-Run)=7 53.34 150 15 0180 43.5 12.8 1.101 lx(BM.Tee-Br)=5 12 0.0297 0 65.34 1.9 0180 43.5 11.4 1 1x(BM.Tee-Br)=5 7.42 150 16.9 0195 43.5 24.2 1.101 5 0.0968 0 12.42 1.2 0195 18.1 Path No: 9 0199 43.5 0 1 lx(BM.Tee-Br)=5 9.97 150 16.5 0217 43.5 16.5 1.101 lx(BM.Tee-Run)=1 6 0.0475 0 15.97 0.8 0217 43.5 -7.8 1 10x(BM.Tee-Run)=10 85.1 150 17.3 0242 43.5 8.7 1.101 2x(B1.Tee-Br)=10 20 0.0145 0 105.1 1.5 0242 43.5 7.8 1 6x(BM.Tee-Run)=6 32.14 150 18.8 0263 43.5 16.5 1.101 lx(BM.Tee-Br)=5 16 0.0475 0 lx(BM.90)=5 48.14 2.3 0263 21.1 Path No: 10 0271 37 0 4 1x(us.90)=13.17 1 120 30.8 1705 38 22.3 4.26 13.17 0.0002 -0.4 14.17 0 1705 38 0 1 lx(us.90)=2 0.33 120 30.3 1704 38 22.3 1.049 2 0.1581 0 2.33 0.4 1704 38 0 2 11 120 30.7 0758 27 22.3 2.157 0 0.0047 4.8 11 0.1 0758 27 -7.8 2 lx(us.Tee-Br)=12.31 9 120 35.5 1247 18 14.4 2.157 12.31 0.0021 3.9 21.31 0.0 1247 18 0 1 lx(us.Tee-Br)=9.56 0.33 150 39.5 0166 18 14.4 1.101 9.56 0.037 0 9.89 0.4 0166 39.8 File:C:lUserslwes.joneslAppDatalLocallTemp\Drawing2_1_30130_c54d6cd8.sv$ Date 7/17/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 9 Job: Dartmouth Crossing Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psi'/) (gpm) (in) (ft) (ft) (Psi) (Psi) Path No: 11 0193 43.5 0 1 6x(BM.Tee-Run)=6 36 150 3.5 1836 43.5 3.1 1.101 lx(BM.90)=5 11 0.0021 0 47 0.1 1836 43.5 -1.2 1 5x(BM.Tee-Run)=5 23.03 150 3.6 0005 43.5 1.9 1.101 2x(BM.Tee-Br)=10 15 0.0009 0 38.03 0.0 0005 43.5 0.5 1.5 lx(BM.Tee-Run)=1 7.61 150 3.6 0006 43.5 2.5 1.598 1 0.0002 0 8.61 0 0006 43.5 0.6 1.5 lx(BM.Tee-Run)=1 5.87 150 3.6 0007 43.5 3.1 1.598 1 0.0003 0 6.87 0 0007 3.6 Path No: 12 0074 43.5 0 1 26x(BM.Tee-Run)=26 171.35 150 6.9 0044 43.5 9.5 1.101 2x(BM.Tee-Br)=10 36 0.0169 0 207.35 3.5 0044 43.5 0 1.5 2x(BM.Tee-Run)=2 9 150 10.4 0041 43.5 9.5 1.598 2 0.0028 0 11 0.0 0041 10.4 Path No: 13 1782 43.5 0 1 18x(BM.Tee-Run)=18 114.1 150 6.2 1809 43.5 9.9 1.101 2x(BM.90)=10 28 0.0183 0 142.1 2.6 1809 43.5 0 1.5 2x(BM.Tee-Run)=2 10 150 8.8 1761 43.5 9.9 1.598 2 0.003 0 12 0.0 1761 8.8 Path No: 14 0142 43.5 0 1 13x(BM.Tee-Run)=13 103.41 150 12.9 0163 43.5 9.3 1.101 1x(BM.90)=5 23 0.0163 0 lx(BM.Tee-Br)=5 126.41 2.1 0163 43.5 2.1 1 11x(BM.Tee-Run)=11 63.92 150 15 0180 43.5 11.4 1.101 lx(BM.90)=5 16 0.024 0 79.92 1.9 0180 16.9 Path No: 15 0165 43.5 0 1 lx(BM.Tee-Run)=1 10.58 150 15 0163 43.5 2.1 1.101 2x(BM.Tee-Br)=10 11 0.0011 0 21.58 0.0 0163 15 File: C:\Users\wes.jones\AppData\Local\Temp\Drawing2_1_30130_c54d6cd8.sv$ Date 7/17/2023 Copyright®2002-2012 Tyco Fire Protection Products Page 10 Job:Dartmouth Crossing Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/Psi'h) (gPm) (in) (ft) (It) (psi) (psi) Path No: 16 0217 43.5 0 1 14x(BM.Tee-Run)=14 94.1 150 17.3 0101 43.5 7.8 1.101 lx(BM.90)=5 24 0.0119 0 lx(BM.Tee-Br)=5 118.1 1.4 0101 43.5 0 1 lx(BM.Tee-Run)=1 9 150 18.7 0242 43.5 7.8 1.101 1 0.0119 0 10 0.1 0242 18.8 Path No: 17 0758 27 0 1 lx(us.Tee-Br)=5 0.33 120 35.5 0280 27 7.8 1.049 5 0.0229 0 5.33 0.1 0280 35.6 Path No: 18 1836 43.5 0 1 10x(BM.Tee-Run)=10 67.38 150 3.6 1853 43.5 1.2 1.101 2x(BM.90)=10 20 0.0004 0 87.38 0.0 1853 43.5 -0.5 1 4x(BM.Tee-Run)=4 26.12 150 3.6 0006 43.5 0.6 1.101 lx(BM.Tee-Br)=5 14 0.0001 0 lx(BM.90)=5 40.12 0 0006 3.6 Path No: 19 1853 43.5 0 1 2x(BM.Tee-Run)=2 18.52 150 3.6 0005 43.5 0.5 1.101 2x(BM.Tee-Br)=10 12 0.0001 0 30.52 0 0005 3.6 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 12.32 ft/s occurs in the following pipe(s): (0138-0039), (0266-0263) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File:C:\Users\wes.jones\AppDatalLocal\Temp\Drawing2_1_30130_c54d6cd8.sv$ Date 7/17/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 11 Job:Dartmouth Crossing Hydraulic Analysis for : 3 Graph Labels Label Description Values Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 81 S2 Supply point#2-Residual 9770 20 D1 Elevation Pressure 0 25 D2 System Demand 243.3 71.5 D3 System Demand+Add.Out.Hose 343.3 71.5 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ How (gpm) Supply 80.9 268.8 9.4 343.3 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure up) (gpm/psih) (gpm/ft') (gpm) (Psi) (gprn/ft2) (gpm) (psi) 30 Overhead 200 8 0.1 20 22.6 0.19 38 22.6 Sprinkler 31 Overhead 200 8 0.1 20 22.6 0.19 38.1 22.6 Sprinkler 32 Overhead 200 8 0.1 20 22.6 0.191 38.1 22.7 Sprinkler 33 Overhead 200 8 0.1 20 22.6 0.191 38.2 22.8 Sprinkler 34 Overhead 200 8 0.1 20 22.6 0.192 38.4 23 Sprinkler 35 Overhead 100 5.6 0.1 10 16.9 Sprinkler 0.262 26.2 21.8 36 Overhead 100 5.6 0.1 Sprinkler 10 16.9 0.264 26.4 22.1 File:C:1Userslwes.joneslAppData1 Local\Temp\Drawing2_1_30130_c54d6cd8.av$ Date 7/17/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job: Dartmouth Crossing Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi' ) (gpm) (in) (ft) (ft) (Psi) (Psi) Path No: 1 30 54.12 8 38 3 6 100 22.6 31 54.1 8 38 3.26 0 0.0024 0.0 6 0.0 31 54.1 8 38.1 3 6 100 22.6 32 54.07 8 76.1 3.26 0 0.0086 0.0 6 0.1 32 54.07 8 38.1 3 6 100 22.7 33 54.05 8 114.2 3.26 0 0.0183 0.0 6 0.1 33 54.05 8 38.2 3 6 100 22.8 34 54.02 8 152.4 3.26 0 0.0312 0.0 6 0.2 34 54.02 8 38.4 3 6 100 23 1855 54 190.8 3.26 0 0.0473 0.0 6 0.3 1855 54 26.2 3 6 100 23.3 0001 53.97 216.9 3.26 0 0.0601 0.0 6 0.4 0001 53.97 26.4 3 2x(us.Tee-Br)=28.75 12.41 100 23.7 0012 44.58 243.3 3.26 28.75 0.0743 4.1 41.16 3.1 0012 44.58 0 4 11x(us.90)=103.27 377.07 100 30.8 0136 12.92 243.3 4.26 4x(us.Tee-Br)=75.1 180.25 0.0202 13.7 lx(elbow.22.5)=1.88 557.32 11.2 0136 12.92 0 6 lx(us.90)=12.55 5.25 100 55.8 0139-0 8.5 243.3 6.357 12.55 0.0029 1.9 17.8 0.1 0139-0 8.5 0 6 0.5 57.7 DPV-1 0139-I 8 243.3 0 0 0.1258 0.2 *** 0.5 0.1 0139-I 8 0 6 2x(us.90)=35.21 15.63 120 58 1729 -3 243.3 6.357 lx(us.Tee-Br)=37.72 72.93 0.002 4.8 88.55 0.2 1729 -3 0 6lx(us.90)=24.19 31.83 140 63 1731-0 -3 243.3 6.4 24.19 0.0015 0 56.03 0.1 1731-0 -3 0 6 0.5 63 WATTS 1731-I -3 243.3 0 0 16.751 0 957NRPDA 0.5 8.4 *** 1731-I -3 0 6 40.3 140 71.4 W1 -3 243.3 6.4 0 0.0015 0 40.3 0.1 W1 71.5 Path No: 2 35 54.58 5.6 26.2 1 lx(us.Tee-Br)=3.56 0.59 100 21.8 1855 54 26.2 1.049 3.56 0.2987 0.3 4.15 1.2 1855 23.3 File:C:\Users\wes.jones\AppData\Local\Temp 1Drawing2_1_30130_c54d6cd8.sv$ Date 7/17/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job:Dartmouth Crossing Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/ps11/2) (gpm) (In) (ft) (ft) (psi) (psi) Path No: 3 36 54.58 5.6 26.4 1 lx(us.Tee-Br)=3.56 0.61 100 22.1 0001 53.97 26.4 1.049 3.56 0.3029 0.3 4.18 1.3 0001 23.7 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 9.78 ft/s occurs in the following pipe(s): (0001-36) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File:C:\Users\wes.jones\AppData\Local\Temp1Drawing2_1_30130_c54d6cd8.sv$ Date 7/17/2023 Copyright 0 2002-2012 Tyco Fire Protection Products Page 7 Job:Dartmouth Crossing Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/Psi'h) (gpm) (in) (ft) (ft) (Psi) (psi) Path No: 4 49 8 5.6 16.8 1 lx(us.90)=2 4 120 9 1351 12 16.8 1.049 2 0.0937 -1.7 6 0.6 1351 12 0 1 lx(BM.Tee-Br)=5 4.21 150 7.8 1348 12 16.8 1.101 5 0.049 0 1348 9.21 0.5 8.3 Path No: 5 47 0 5.6 18.1 1 lx(us.90)=2 12 120 10.5 1328 12 18.1 1.049 2 0.108 -5.2 14 1.5 1328 12 0 1 lx(BM.Tee-Br)=5 3.95 150 6.8 1327 12 18.1 1.101 5 0.0564 0 8.95 0.5 1327 12 -15.8 1.25 1.25 150 7.3 1326 12 2.3 1.394 0 0.0004 0 1.25 0 1326 7.3 Path No: 6 40 0 5.6 18.5 1 lx(us.Tee-Br)=5 12 120 10.9 1319 12 18.5 1.049 5 0.1117 -5.2 17 1.9 1319 7.6 Path No: 7 41 0 5.6 19.2 1 lx(us.Tee-Br)=5 12 120 11.7 1317 12 19.2 1.049 5 0.1201 -5.2 1317 17 2 8.6 Path No: 8 45 11.75 5.6 21.9 1 lx(us.Tee-Br)=5 0.25 120 15.3 1311 12 21.9 1.049 5 0.1532 -0.1 5.25 0.8 1311 16 Path No: 9 50 8 5.6 23 1 lx(us.90)=2 4 120 16.8 1393 12 23 1.049 2 0.1675 -1.7 6 1 1393 12 0 1 lx(BM.Tee-Br)=5 1.67 150 16.1 1310 12 23 1.101 5 0.0875 0 1310 6.67 0.6 16.7 File:C:Wserslwes.joneslAppDatalLocallTemplDrawing2_1_30130_c54d6cd8.sv$ Date 7/17/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 8 CITY OF TIGARD FIRE PROTECTION SYSTEM PERMIT IN ' a COMMUNITY DEVELOPMENT Permit#: FPS2023-00101 Date Issued: 8/23/2023 T[G A R O 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2439 parcel: 2S101AD03200 Jurisdiction: Tigard Site address: 12909 SW 68TH PKWY 110 Project: Gary Law Subdivision: WEST PORTLAND HEIGHTS Lot: 9-25,PT Project Description: Fire alarm permit for TI:Adding(1)horn strobe and(2)strobes;Relocating(1)strobe. Contractor: POINT MONITOR CORPORATION Owner: PACIFIC REALTY ASSOCIATES L P 5863 LAKEVIEW BLVD STE 100 ATTN: N PIVEN LAKE OSWEGO, OR 97035 15350 SE SEQUOIA PKWY#300 PORTLAND, OR 97224 PHONE: 503-627-0100 PHONE: FAX: 503-627-0110 FEES Description Date Amount Specifics: Permit Fee-COM 08/23/2023 $102.20 12%State Surcharge-Building 08/23/2023 $12.26 Type of Use: COM Plan Review-Fire Life Safety-COM 08/23/2023 $40.88 Class of Work: ALT Type of Const: Info Process/Archiving-Sm$0.50(up to 08/23/2023 $0.50 Occupancy Grp: Height: ft 11x17) Stories: Commercial Sprinkler System: Sprinkler Required: Sprinkler Type: Standpipe Required: Hazard: Density: 0 Design Area: 0 K Factor: 0 Commercial Fire Alarm System: Fire Alarm Required: Yes Alarm Type: Pull Station Required: Smoke Detectors Req: Battery Gales Provided: Cut Sheets Required: Total $155.84 Valuations: Required Items and Reports(Conditions) Sprinkler Valuation: $0.00 Residential Square Footage: 0 Fire Alarm Valuation: $2,672.00 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more the 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain a copy of the rules Issued By: jr�ermittee Signature: reC639.4175 by 7:00 a.m.for the next available inspection date. This permit card shall be kept in a conspicuous place on the job site until completion of the project. Approved plans are required on the job site at the time of each inspection. Buiidina Permit Application I. Fire Protection System FOR OFFICE USE ONLY 111 Cityof Tigard Received �'�l /� q gECEIVEC Date/By: ei),43 Permit No.:np fa3_�ie)I 13125 SW Hall Blvd.,Tigard,OR 972 Plan Review I , Phone: 503.718.2439 Fax: 503.598. Date/By: Al- Other Permit: 0690a0a3-.0/3. Inspection Line: 503.639.4175 2023 Date Ready/By: orris: See Page 2 for TEGAR[? Internet: www.tigard-or.gov AUG 2 Notified/Method: ✓ia317� J �=t Stu element l information TYPE OF Woi JTY��T1C71A .t� REQUIRED DATA:1-AND 2-FAMILY DWELLING ❑� mo ition iLp«�olvisioN El New construction Permit fees*are based on the value of the work performed. Indicate the value(rounded to the nearest dollar)of all ❑✓ Addition/alteration/replacement 0 Other: equipment,materials,labor,overhead,and the profit for the CATEGORY OF CONSTRUCTION work indicated on this application. Valuation: $ ElI-and 2-family dwelling ❑✓ Commercial/industrial ElAccessory building 0 Multi-family Number of bedrooms: El Master builder El Other: Number of bathrooms: JOB SITE INFORMATION AND LOCATION Total number of floors: Job site address: 12909 SW 68th Parkway New dwelling area: square feet City/State/ZIP: Tigard, OR 97223 Garage/carport area: square feet Suite/bldg./apt.no.: 1 10 Project name: Gary Law-pcc082-1 1 0 Covered porch area: square feet Cross street/directions to job site: Deck area: square feet Other structure area: square feet REQUIRED DATA:COMMERCIAL.USE CHECKLIST Subdivision: Lot no.: Permit fees*are based on the value of the work performed. Tax map/parcel no.: indicate the value(rounded to the nearest dollar)of all equipment,materials,labor,overhead,and the profit for the DESCRIPTION OF WORK work indicated on this application. Modify Fire Alarm notification circuit as required per NFPA72 for new floor plan. Valuation: $)1.t.-� .�_ Replace existing ceiling appliances with L-series equivalennttr@ relocation time. Existing building area: square feet Add new devices-(1) horn strobe and (2) strobes (I (421 ,1tt.k New building area: square feet ❑ PROPERTY OWNER •,— TENANT Number of stories: Name: Type of construction: Address: Occupancy groups: City/State/ZIP: Existing: Phone:( ) Fax:( ) New: APPLICANT ❑'' CONTACT PERSON NOTICE Business name: Point Monitor Corporationt , p All contractors and subcontractors are required to be Contact name: Hannah Jensen licensed with the Oregon Construction Contractors Board under ORS 701 and may be required to be licensed in the Address: 5863 Lakeview Blvd, Suite 100 jurisdiction in which work is being performed.If the City/State/ZIP: Lake Oswego, OR 97035 applicant is exempt from licensing,the following reasons apply: Phone:(503 ) 627.0100 Fax::( ) E-mail: hjensen@pointmonitor.com CONTRACTOR BUILDING PERMIT FEES* (Please refer to fee schedule Business name: Point Monitor Corporation Permit fee: Address: 5863 Lakeview Blvd, Suite 100 State surcharge(12%of permit fee): City/State/ZIP: Lake Oswego, OR 97035 FLS plan review(40%of permit fee): Phone:(503 ) 627.0100 Fax:( ) (Due upon application submittal) CCB lic.: 135901 Total permit fees: Authorized signature: ,W 4 L\crnAlP"\-, Amount received: This permit application expires if a permit is not obtained Print name: Hannah Jensen Date: 08/22/2023 within 180 days after it has been accepted as complete. * Fee methodology set by Tri-County Building Industry Service Board. l:Hailding:Permits`.FPS-PormitAppl031016.dot 440-4613T(I Ii02.COMIWEB) City of Tigard: Fire Protection Permit Checklist Page 2- Supplemental Information Describe work to be done: 1.) Type of Work: 2.) Addition/alteration only to sprinkler heads: 3.) Addition/alteration only to alarm devices: El New system Number of sprinkler heads: J Number of alarm devices: II ❑✓ Addition or El 1-10 heads: Affidavit required and ❑✓ 1-5 devices: Affidavit required and Alteration (3) copies of sketch showing area (3) copies of sketch showing area to existing of work within building structure of work within building structure system ❑ 11+ heads: Plan review required and El 6+ devices: Plan review required and (3) sets of plans. (3) sets of plans. Additional description of work: Type of System (Complete A, B, C or D as applicable): A.) Commercial Sprinkler Sprinkler Type ❑ Wet ❑ Dry Additional Standpipes Information: Sprinkler Supply Line 0 Yes ® No Hazard Group Density Design Area K. Factor Sprinkler Project Valuation: $ B.) Type I - Hood Fire Suppression System Hood Project Valuation: $ C.) Fire Alarm Submittal shall Battery Calculations ❑ Yes include: Individual Component El Yes Cut Sheets Fire Alarm Project Valuation: $ ? 7J D.) Residential Sprinkler (Stand Alone System) Square Footage: Permit Fee: 0 to 2,000 $198.75 2,001 to 3,600 $246.45 3,601 to 7,200 $310.05 7,201 and greater $404.39 Sprinkler Project Square Footage: sq. ft. Fire Protection Permit Fees Project valuation subtotal (sec A, B & C above): $ Permit fee based on project valuation (see fee schedule): $ Permit fee based on square footage (see D above): $ State Surcharge (12% of permit fee): $ FIS Plan Review (40%of permit fee): $ TOTAL: $ Ic\Building\permits\FpsapermitAppri031o16.doc 2 IN 0 C12 Tigard RECEIVED Permit No.. {�S?v13- ii0I e 13125 SWW Hall Blvd.,Tigard,OR 97223 Phone: 503.718.2439 Fax: 503.598.1960 Date Received: -/93M Inspection Line: 503.639.4175 '�--11(iARD Internet: www.tigard-or.gov AUG 23 2023 BY: r p A /// FIRE ALARM S ;, ;.y E TORAVIT FOR ALTERATIONS OR TENANT IMPROVEMENTS (MAXIMUM OF 5 DEVICES WITHOUT PLANS) Project Name: Gary Law-ppc082-110 Occupancy: Job Address: 12909 SW 68th Parkway, Tigard, OR 97223 Suite: 110 Contractor: Point Monitor Corporation Phone: 503.627.0100 Valuation of work: $2,672.00 Type of System: (check one) ['Required ['Non-required (check one) ❑■Automatic ['Manual ['Both Total number of devices added or moved under this permit process is 5 total per tenant space. Number of Proposed Smoke/Heat Detectors: To be Added(max 5) /To be Relocated(� ax 5) Number of Proposed Manual Alarm Stations: To be Added(max 5) /To be Relocated(� ax 5) Number of Proposed Notification Appliances: To be Added(max 5) 3 /To be Relocated(max 5) 1 I Hannah Jensen Oregon Construction Contractors Board No. 135901 certify the following is true and defines the scope of work for this project: a) All work complies with the current state-adopted NFPA-72 and the authority having jurisdiction. b) All notification appliances are located in accordance with the current state-adopted NFPA-72. c) Smoke/Heat detector spacing complies with current state-adopted NFPA-72 and the authority having jurisdiction. d) Exposed wiring will not be covered until inspected. e) Final approval shall be subject to on-site tests and inspections. f) Voltage drop is adequate to operate all appliances. g) Battery supplies are capable of supporting the system modifications. h) Compatibility of appliances and devices are in accordance with the FACP manufacturer's specifications. In addition, I understand the following is required: • Submit(3) copies of a sketch showing the area of work within the building's structure. • Building fire protection system permit. • Electrical permit. • A copy of this,document with a copy of the sketch attached shall be available for all inspections. Signature: -{'f"`'""'�' \-)314'0-*- Date: 08/22/2023 Print Name: Hannah Jensen I:\Building\Fonns\FireAlannAffidavit_071514.docx Page 1 of 1