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Permit
Site Address; iJ 7z2 Building Division TIGARD Deferred Submittal Transmittal Letter TO: ` vl,) \f DATE RECEIVED: DEPT: BUILDING DIVISION I L.L/L'i V fe li OCT 17 2022 FROM: K; 1 A .CJ CITY OF TIGARD RI n!nin fllvR rfhi COMPANY: /1),4 LJ'H L ,•/ -2c ,7-,cr-/ PHONE: 9 `7/ , 9;3 - i/ CUT ( By: l . RE: U3 Sr - ) C c'1 1.\\t.4Aac7,) CC> (Site Address) (Permit/Case Number) (Project name or subdivision name and lot number) Valuation of Deferred Submittal: $ 491 a Go ATTACHED IS THE FOLLOWING DEFERRED SUBMITTAL ITEM: Copies: Description: J $-,.-e13 D2R1.A.), 1 C:44 LCS Remarks: NOTE: Documents for deferred submittal items shall be submitted to the registered design professional in responsible charge who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and been found to be in general conformance to the design of the building.The deferred submittal items shall not be installed until the design and submittal documents have been approved by the building official. Oregon Structural Specialty Code Section 106.3.4.2 FOR OFFICE USE ONLY Routed Permit Technician: Date: )4)-. ) - Z Z Initials: Fees Due Yes El No Fee Description: Amount Due. Deferred Submittal Fee: $35' f ,a7 Additional fee based on valuation: $ I p 00 Other: $ Total Fees Due: st.3 61 J . a 7 Special Instructions: Reprint Permit (per PE): ❑ Yes No ❑ Done Applicant Notified: 1J Date: Affbhi- Initials: The fee for processing an viewing deferred plan submittal shall be an amount equal to 65%of the building based on the valuation of the particular portion or portions of the project with a minimum$200.00 fee.This fee is in addition to the project plan review fee based on the total project value. 1:Building'\Forms\Transmittan_etter-DetrdSubmtl.doe 04/04/07 Client: Date: 8/18/2022 Page 1 of 10 B U I L DI N G Projec Input by: SCOTT HASS SOLUTIONS Address: Job Name: TIGARD SENIOR HOUSING Project#: 22584-2 J5 TYPALL LEVELS LPI 18 11.875" - PASSED Level:Level DECEIVED Ticket:720220818882 - OCT 17 2022 6ITY OF TIGARD BUILDING DIVISION 1 . <_ LP 11 7/8 / 1 Hanger(M1T311.88) 2 Hanger(MIT311.88) • 13'5 1/2" 12 1/2" ' 13'5 1/2" Member Information Reactions PATTERNED lb(Uplift) Type: Joist Application: Floor Brg Direction Live Dead Snow Wind Const Spacing: 16"o.c. Design Method: ASD 1 Vertical 359 233 0 0 0 Moisture Condition: Dry Building Code: IBCIIRC 2015 2 Vertical 359 233 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 360 Deck: 23/32 APA Rated Sturd- Importance: Normal-II I-FloorPlywood Nailed Temperature: Temp<=100°F Ceiling: Gypsum 1/2" ,Bearings Bearing Length Dir. Cap. React D/L lb Total Ld.Case Ld.Comb. 1- 3.500" Vert 63% 233/359 592 L D+L Hanger Analysis Results 2- 3.500" Vert 63% 233/359 592 L D+L Analysis Actual Location Mowed Capacity Comb. Case Hanger Moment 1907 ft-lb 6'8 3/4" 3100 ft-lb 0.615(62%)D+L L Shear 579 lb 1 3/4" 1335 lb 0.434(43%)D+L L LL De8 inch 0.160(L/989) 6'8 3/4" 0.329(U480) 0.485(49%)L L TL Deft inch 0.264(U599) 6'8 3/4" 0.439(U360) 0.601(60%)D+L L Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings.Lateral support may also be required at the interior bearings by the building code. 2 Dead Load Deflection:Instant=0.104",Long Term=0.156". 3 Fill all hanger nailing holes. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Conat.1.25 Comments 1 Uniform 1-4-0 26 PSF 40 PSF 0 PSF 0 PSF 0 PSF <<c9,V PROF.& .5 �G1rdZc. s/0 4 9405 9 ti ct- Exp.12.31-2022 Li." OREGON yG<l' `g� 99R2N M•A�4 9�i9 sealed Manufacturer Info INTERNATIONAL WOOD PRODUCTS Notes 14421 SE 98TH CT,OREGON This component analysis is based on the loads. Louisiana-Pacific Corp USA geometry end other cadems as enteredW the user Certification is to verify the joisUbeam/iruss to carry the loads 414 Union Street,Suite 2000 97015 and listed in bib repat.The veer is responsible to shown and/or for repair design The applied loads, Nashville,TN 37219 503-742- a9 ensure the accuracy of No input and Me appAmhey to 86 dimensions, Na actual conditions of Me svpawra to which Oft and field conditions info was provided by others. (888)820-0325 component Is intended.This analysis is valid only for the The loads and dimensions must be verified and approved for APA: con 111 A e'odocl°Bled. the specific application by the project design professional. ,%p\ Coppight 2021 NI rights reserved by Louisiana Pudic APA:PR-L238,ICC-ES:ESR-1305, Corp.914 Union SI soils MOO Nashvee,TN 3T219 LADES:RR-25099,Florida:FL15401 This design is valid until 5/30/2024 international\11'l od Products LP Solidstart Design Version 5.0.516(Build 22.31.516)Powered by iStrtictn'Dataset 22081504.276 Page 7 of 16 Client: Date: 8/18/2022 Page 2 of 10 L P BUILDING projec Input by: SCOTT HASS SOLUTIONS dress. Job Name: TIGARD SENIOR HOUSING Project#: 22584-2 J6 L2 UNIT 240 LPI 18 11.875" - PASSED Level:Level Ticket: T20220818882 • : 1171 " 8, 1 Hanger(MIT31l.88) 2 Hanger(M1T311.88) 17•911/16" "v21/2" / 17'9 11/16" !Member Information Reactions PATTERNED lb(Uplift) Type: Joist Application: Floor Brg Direction Live Dead Snow Wind Const Spacing: 12"o.c. Design Method: ASD 1 Vertical 356 231 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 Vertical 356 231 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 360 Deck: 23/32 APA Rated Sturd- Importance: Normal-II )-FloorPlywood Nailed Temperature: Temp<=100"F Ceiling: Gypsum 1/2" Bearings Bearing Length Dir. Cap. React D/L lb Total Ld.Case Ld.Comb. 1 - 3.500" Vert 63% 231/356 588 L D+L Hanger Analysis Results 2- 3.500" Vert 63% 231/356 588 L D+L Analysis Actual Location Mowed Capacity Comb. Case Hanger Moment 2531 ft-lb 8'10 7/8" 3100 It-lb 0.816(82%)D+L L Shear 578 lb 1 3/4" 1335 lb 0.433(43%)D+L L LL Defl inch 0.354(U595) 8'10 7/8" 0.438(U480) 0.807(81%)L L TL Deli inch 0.583(U360) 8'10 7/8" 0.584(U360) 0.999 D+L L (100%) Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings.Lateral support may also be required al the interior bearings by the building code. 2 Dead Load Deflection:Instant=0.230".Long Term=0.345'. 3 Fill all hanger nailing holes. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 1-0-0 26 PSF 40 PSF 0 PSF 0 PSF 0 PSF •S�;c' PRO/ .;:2xyGlN"F `r%0 Itt„c 9405 '9 ti Exp.12-31.2022 W1 rfi, OREGON 9,f VI •a11 sealed 0 i 9 M M. Aug.19,2022 ! Nola Manufacturer Into INTERNATIONAL.WOOD PRODUCTS This Componeit analysis is based on the ads, -___ Louisiana-Pacl9c Corp 1 1 8E 98TH CT,OREGON USA geometry and other cendamn as entered by me user Certification is to venfy the joisUbeam/truss to carry the loads 414 Union Street,Suite 2000 97015 and m this report.The user Is reatamue w shown and/or for repair design.The applied loads, 503-7 Me accuracy or the mpui arid me-"paraatny a (888)8le.TN 37219 503.712.8689 me actual en mentions or me structure for 10 t is dimensions,and field conditions info was provided by others. (888)820-0325 Product component inrorwed.This analysis re valid only ter the The loads and dimensions must be t tl and approved for ,A,ew pcorp cote r� CopyrpM 2a21 AN rights neraad by Louisiana Sank the specific application by the project design professional. APA:PR-L238,ICC-ES:ESR-1305, li ,rye` Corp.au union Sr Sege 2000,Nasmae,TN 0721s LADES:RR-25099,Florida:FL15401 This design is valid until 5/30/2024 International Wood Products LP SolidStart Design Version 5.0.516(Build 22.31.516)Powered by iStruct^"Dataset 22081504.276 Page 8 of 16 BUILDING Client Date: 6118R022 Page 3 of 10'. Project: Input by: SCOTT HASS P SOLUTIONS Address: Job Name: TIGARD SENIOR HOUSING Project 4: 22584-2 J10 L1 UNIT 118 LPI 56 11.875" 2-Ply - PASSED Level:Level Ticket:T20220818882 • 1 W IP. -, j"p „ ,_, . a LP- , -- LP „ : ;? LP 11 Ile 0 1 Hanger(HB7.12/11.88) 2 SPF 3 Hanger(HB7.12/11.88) 57" ,1 15'11" 7-7• 21'6" Tie-down connection required at bearing 1 for uplift 808 lb Member Information Reactions PATTERNED lb(Uplift) Type: Joist Application: Floor Brg Direction Live Dead Snow Wind Const Double Design Method: ASD 1 Vertical 111(-440) (-212) 0 0 0 Spacing: 12"o.c. Building Code: IBC/IRC 2015 2 Vertical 1600 1013 0 0 0 Moisture Condition: Dry Load Sharing: No 3 Vertical 501 318 0 0 0 Deflection LL: 4130 Deck: 23/32 APA Rated Sturd- Deflection TL: 360 I-FloorPlywood Nailed Importance: Normal-II Ceiling: Gypsum 112' Temperature: Temp<=100°F Bearings Bearing Length Dir. Cap. React D/L lb Total Ld.Case Ld.Comb. 1- 3.500" Vert 0% -272/-536 -808 _L D+L(D+L) Hanger (-808) Analysis Results 2-SPF 3.500" Vert 45% 1094/1729 2823 LL D+L Analysis Actual Location Allowed Capacity Comb. Case 3- 3.500" Vert 19% 2971468 765 _L D+L Neg Moment-4814 ft-lb 5'7" 20340 ft-lb 0.237(24%)D+L LL Hanger Pos Moment 4194 ft-lb 11'4 114" 20340 ft-lb 0.206(21%)D+L _L Shear 1747 lb 5'7" 4110 lb 0.425(43%)D+L LL LL Defl inch 0.103(U1835) 12'9 1/8" 0.392(U480) 0.282(26%)L _L TL Defl inch 0.167(L/1128) 12'9 114" 0.523(L/360) 0.319(32%)D+L _L �C4E0 PROFESS+ Design Notes C���G1NF , /01 1 Provide support to prevent lateral movement and rotation at the end bearings.Lateral support 9`+�5 CC may also be required at the interior bearings by the building code. Exp.12-31-2022 2 Refer to Multi-Ply sheet for filler and backer block sizes and connection details, tn.. lei?' 3 Floor Sheathing to be attached to flanges of both I-joists. 4 Top loads must be applied to both I-joists. OREGON 5 Dead Load Deflection:Instant=0.064",Long Term=0.097". '�(/ 6 Fill all hanger nailing holes. "� l V 22.�9 + 7 Multiple plies must be fastened together as per manufacturer's details. "TQ R�" Agin 19 sealed AIi M. Aug.19,2022 8 Tie-down connection required at bearing 1 for uplift 808 lb(Combination D+L,Load Case --- _L). 9 Web stiffeners required at Bearing'I. 10 Web stiffeners required at Bearing 3. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 1-0-0 26 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Point 1144 560 lb 900 lb 0 lb 0 lb 0 lb 22'FLOOR - Bearing Length 0-3-0 Nona Manufacturer Info INTERNATIONAL WOOD PRODUCTS 14421 SE 9lTN CT,OREGON This component analysis ,s based on ea loads, Louisiana-Pacific Corp USA geometry and other avndinona as entered by ea user Certification is to verify the joist/beam/truss to cony the loads 414 Union Street,Suite 2000 and gated In uis must The user is naponside to 507015 03-7 ure um accuracy or the input end the applicability to shown and/or for repair design.The applied loads, Nashville,TN 37219 503-742-BBS9 his actual conditions OF the svuase for educe this dimensions,and field conditions info was provided by others. (888)820-0325 component imenmd This anarrya te OW only 1«his The loads and dimensions must be verified and approved for wvyw.l n productneat is pDpcorp.com ,A cupyhgle 2021 AN tights ea*by Louisiana Peak the specific application by the project design professional. APA:PR-L238,ICC-ES:ESR-1305. 11 Cab,010 union St Sun.2000,Nesiwee,TN sn218 LADES:RR-25099,Florida:FL15401 This design is valid until 5/30/2024 International Wood Products IF SolidStert Design Version 5.0.516(Build 22.31.516)Powered by iStruct^"Dataset:22081504.276 Page 9 of 16 Client: Dale: 8A812022 Page 4 of 10 L D BUILDING project Input by: SCOTT HASS SOLUTIONS Address: Job Name: TIGARD SENIOR HOUSING Project#: 22584-2 • J10 L1 UNIT 118 LPI 56 11.875" 2-Ply — PASSED Level:Level Ticket:T20220818882 -- -- _ 7 K ji,7/8- 1 Hanger(HST.12/11.88) 2 SPF _3 Ha nger(H67.12111.88) 5'r 15'11' t7e 2t'8" � Multi-Ply LPI • Fasten joists together with filler blocks between the LPI webs using 2 rows of 0.131"x3.25"nails at 6"o.c.from both sides, stagger rows,and clinch where possible. o Filler blocks shall be 2 2x thick. o Filler blocks must be at least 4'long,located at each support,and centered behind each hanger. o For joists supporting only top loads that are equally applied to both plies fillers can be spaced at 8'on center maximum. • Provide min. 12"long backer blocks at all hangers and concentrated loads,center backer block on load. o Backer blocks shall be 2x thick and attached using a minimum of 10 nails(0.131"x3.25",clinch where possible)spaced to avoid splitting,with half the nails to each side of the center of the supported hanger. o Install backer blocks tight to top flange for top-mount hangers or top concentrated loads unevenly applied to both plies. Install tight to bottom flange for joists supporting face-mount hangers. • Depth of filler and backer blocks: o Filler and backer blocks for members that are top-loaded only,or side-loaded supporting top-mount hangers that do not require nailing into the web,shall be at least 5-1/2"deep for I -joists to 11 -7/8"deep,and shall be at least 7-1/4"deep for I -joists 14"and deeper. o Filler and backer blocks for members that support hangers requiring nailing into the web shall fit the clear distance between flanges with a gap of at least 1/8",but not more than 1"and provide sufficient depth for all hanger nails to be supported. o Multiple pieces of lumber may be used to achieve the required depth or width of filler and back blocks,each piece must be properly nailed. • • Maximum"Side-Applied"unfactored loads for standard duration:Uniform Load = 520 plf,Concentrated Load = 1200 lbs. Loads may be increased with more nails,and adjusted for other load durations. PE,p PROF `ty'cf,INF:255261 S'`O Q4 6 94052Exp. 12.31- tA/1 OREGON 7 22,Nel 1 'ON M.C3E Aug;°a 2022d • NotesManufacturer Info INTERNATIONAL WOOD PRODUCTS 14421 SE 98TH CT,OREGON This component analysis is based on the was Louisiana-Pec fc Corp usA esoessry sna other conditions as entered by the user Codification is to verify the joist/beam/truss to carry the bads l 414 Union Street,Suite 2000 am listed in MNreport.The user Is responsible to 97015 ensure the accuracy or the input ena the o Slauxry to shown and/or for repair design.The applied beds, Nashville,TN 37219 503-762-8589 e actual conditions for ns me structure wed cos dimensions,and field conditions info was provided by others. (888)820-0325 component m imeneea.This analysis s wild only Mr Ma The loads and dimensions must be t and approved for wvnv.l � � cproductonent npP pcorp.com Copyright 2a21 NI rights maws by Louisiana Pacific the specific application by the project design professional. APA:PR-L238,ICC-ES:ESR-1305, Corp 414 Union St sme 2000 Nashville TN 372111 ---- LADES:RR-25099,Florida:FL15401 This design is valid until 5/30/2024 International' had Products LP SolidStart Design Version 5.0.516(Build 22.31.516)Powered by iStruct'•Dataset:22081504.276 Page 10 of 16 Client: Date: 8/1W2022 Page 5 of 10 L co BUILDING project: Input by: SCOTT HASS SOLUTIONS Address: Job Name: TIGARD SENIOR HOUSING Project#: 22584-2 J14 L2 UNIT 222 LPI 56 11.875" 2-Ply - PASSED Level:Level Ticket: T20220818882 • 1 V a 1 Hanger(HB7.12/11.88) 2 SPF 3 Hanger(HB7.12/11.88) 5'7" 'I' --...- ' 7" 15'11" 21'6" Tie-down connection required at bearing 1 for uplift 844 lb Member Information Reactions PATTERNED lb(Uplift) Type: Joist Application: Floor Brg Direction Live Dead Snow Wind Const Double Design Method: ASD 1 Vertical 111(-440) (-242) 0 0 0 Spacing: 12"o.c. Building Code: IBC/IRC 2015 2 Vertical 1600 1109 0 0 0 Moisture Condition: Dry Load Sharing: No 3 Vertical 501 340 0 0 0 Deflection LL: 480 Deck: 23/32 APA Rated Sturd- Deflection TL: 360 I-FloorPlywood Nailed Importance: Normal-II Ceiling: Gypsum 1/2" Temperature: Temp<=100°F Bearings Bearing Length Dir. Cap. React D/L lb Total Ld.Case Ld.Comb. 1- 3.500" Vert 0% -309/-535 -844 _L D+L(D+L) --- --- Hanger (-844) Analysis Results 2-SPF 3.500" Vert 47% 1199/1729 2928 LL D+L Analysis Actual Location Allowed Capacity Comb. Case 3- 3.500" Vert 20% 317/468 785 _L D+L Nag Moment-5010 ft-lb 5'7" 20340 ft-lb 0.246(25%)D+L LL Hanger Pos Moment 4392 ft-lb 11'4 1/4" 20340 ft4b 0.216(22%)D+L _L Shear 1816lb 5'7" 411D lb 0.442(44%)D+L LL LL Dell inch 0.103(L/1835) 12'9 1/8" 0.392(U480) 0.262(26%)L _L TL Deft inch 0.174(U1084) 12'9" 0.523(L/360) 0.332(33%)D+L _L ���t) PRO Design Notes 5 GI N E 1 Provide support to prevent lateral movement and rotation at the end bearings.Lateral support 4r� < 9405 9 0y may also be required at the interior bearings by the building code, CC Exp.12-31-2022 2 Refer to Multi-Ply sheet for filler and backer block sizes and connection details. tn." 3 Floor Sheathing to be attached to flanges of both I-joists. 4 Top loads must be applied to both I-joists. OREGON 5 Dead Load Deflection:Instant=0.071",Long Term=0.107". 'G� . ,'9'0 6 Fill all hanger nailing holes. "T4,9 O 7 Multiple plies must be fastened together as per manufacturer's details. 0N M.•A' Aug. ly sealed ug.19,2022 8 Tie-down connection required al bearing 1 for uplift 844 lb(Combination D+L,Load Case __J _L), 9 Web stiffeners required at Bearing 1. 10 Web stiffeners required at Bearing 3. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 1-0-0 26 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Point 11-4-4 648 lb 900 lb 0 lb 0 lb 0 lb 22'FLOOR Bearing Length 0-3-0 Nets Manufacturer Info INTERNATIONAL WOOD PRODUCTS This component analysis is based on me loads, —- Louisiana-Pacific Corp14421 SE 98TH CT OREGON geometry end Ohm"dndmone ea soured by me oar l Certification is to verify the joistbeam/auss to carry the loads I414 Union Street,Suite 2000 9USA /015 and rimed in This Weft The user a responsible to i shown andfor for repair design.The applied loads, ensure a-argsecy m ore input and me apq;pabn;y a I dimensions,and field conditions info was provided byothers. Nashville,TN 37219 503-742-a889 me peen inconditions:Wended. deT s a Outlaw for wow,thithe (888)820-0325 poo component a int«,dad.This analysis is gala any m m. The loads and dimensions must je vented and approved for werL li ��� Weduct limed. I the specific application by the project design professional. w'I CopM.Ba 2021 Al nghts reserved by Lwisiww Pacific APA:PR-L238,ICC-ES:ESR-1305, Corp.are unions sole saga.Nedmre.TN Vale LADBS:RR-25099,Florida:FL15401 This design is valid until 5/30/2024 International Wood Products LP SolidStart Design Version 5.0.516(Build 22.31.516)Powered by iStructn"Dataset:22081504.276 Page 11 of 16 Client: Date: 8/18/2022 Page 6 of 10 BUILDING Project Input by: SCOTT HASS e L SOLUTIONS•dress Job Name: TIGARD SENIOR HOUSING Project#: 22584-2 J14 L2 UNIT 222 LPI 56 11.875" 2-Ply - PAS S En Level:Level Ticket:T20220818882 l� 1 Hanger(H87.12/11.88) 2 SPF' 3 Hanger(H137.12/11.88) 5T 15'11• i 21'8" Multi-Ply LPI • Fasten joists together with filler blocks between the LPI webs using 2 rows of 0.131"x3.25"nails at 6"o.c.from both sides, stagger rows,and clinch where possible. o Filler blocks shall be 2 2x thick. o Filler blocks must be at least 4' long,located at each support,and centered behind each hanger. o For joists supporting only top loads that are equally applied to both plies fillers can be spaced at 8'on center maximum. • Provide min. 12"long backer blocks at all hangers and concentrated loads,center backer block on load. o Backer blocks shall be 2x thick and attached using a minimum of 10 nails(0.131"x3.25", clinch where possible)spaced to avoid splitting,with half the nails to each side of the center of the supported hanger. o Install backer blocks tight to top flange for top-mount hangers or top concentrated loads unevenly applied to both plies. Install tight to bottom flange for joists supporting face-mount hangers. • Depth of filler and backer blocks: • o Filler and backer blocks for members that are top-loaded only,or side-loaded supporting top-mount hangers that do not require nailing into the web,shall be at least 5-1/2"deep for I -joists to 11 -7/8"deep,and shall be at least 7-1/4"deep for I -joists 14"and deeper. o Filler and backer blocks for members that support hangers requiring nailing into the web shall fit the clear distance between flanges with a gap of at least 1/8",but not more than 1"and provide sufficient depth for all hanger nails to be supported. o Multiple pieces of lumber may be used to achieve the required depth or width of filler and back blocks,each piece must be properly nailed. • Maximum "Side-Applied"unfactored loads for standard duration:Uniform Load = 520 plf,Concentrated Load = 1200 lbs. Loads may be increased with more nails,and adjusted for other load durations. s°, t4G1NFF S/O ((/ 40 9405 11'Exp.12.31-2022 tn." OREGON �G'v 22.'• '4:? gitally sealed HIV M• Aug.19,2022 • Notes Manufacturer Info INTERNATIONAL WOOD PRODUCTS 14421 SE 98TH CT,OREGON This component analysis in based an the leads, Louisiana-Pacific Corp USA geometry and other conditions as entered by Me user Certification is to verify the joistibeamNuss to carry the loads i 414 Union Street,Suite 2000 97015 am fated n this repot ice user s responsible to shown andlor for repair design. applied loads, Nashville,TN 37219 503-742.8689 ensure listed enamor orasThe and is esponsible to pai ua actual coMtva of ue Mochas for alum ue dimensions,and field conditions info was provided by others. (888)820-0325 cuduct Isrt intended.This analysis re eSd only for we The loads and dimensions must be verified and approved for www.lpcorp.compro � � coprrtght 282+al news reserved by Louisiana Pacific the specific application by the project design professional. APA:PR-L238,ICC-ES:ESR-1305, Corp.419 Union St Suite 2000.Nashville,TN 3121g LADES:RR-25099•Florida:FL15401 This design is valid until 5/3012024 International Wood Prnductt LP SolidStart Design Version 5.0.516(Build 22.31.516)Powered by iStmct'a Dataset 22081504.276 Page 12 of 16 Client: Date: 8/18/2022 Page 7 of 10 LD BUILDING Project: Input by: SCOTT HASS SOLUTIONS Address: Job Name: TIGARD SENIOR HOUSING __..._ Project#: 22584-2 J14 L2 UNIT 224 LPI 56 11.875" 2-Ply - PASSED Level:Level Ticket:T20220818882 2 W 1 IP,�. LP 4. LP LP ' LP ----------, f 7/e 1 Hanger(HB7 12/11.88) 2 Hanger(HB7.12/11.88) 21'6 3/8" --. _..— r ,7. 21'6 3/8" Member Information Reactions PATTERNED lb(Uplift) Type: Joist Application: Floor Brg Direction Live Dead Snow Wind Const Double Design Method: ASD 1 Vertical 908 624 0 0 0 Spacing: 12"o.c. Building Code: IBC/IRC 2015 2 Vertical 853 584 0 0 0 Moisture Condition: Dry Load Sharing: No Deflection LL: 480 Deck: 23/32 APA Rated Sturd- Deflection TL: 360 I-FloorPlywood Nailed Importance: Normal-II Ceiling: Gypsum 1/2" Temperature: Temp<=100"F Bearings Bearing Length Dir. Cap. React D/L lb Total Ld.Case Ld.Comb. 1- 3.500" Vert 39% 624/908 1532 L D+L Hanger Analysis Results 2- 3.500" Vert 36% 584/853 1437 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 11774 ft-Ib 101 7/16" 20340 ft-lb 0.579(58%)D+L L Shear 1517 lb 2 3/4" 4110 lb 0.369(37%)D+L L LL Defl inch 0.391(L1647) 10'3 5/16" 0.527(U480) 0.742(74%)L L PEP PROFtr TL Defl inch 0.663(U382) 10'3 3/16" 0.702(U360) 0.943(94%)D+L L •� 1 N SST/ ,5 tJG FF O CD Design Notes b.,, 4 9405 9 v 1 Provide support to prevent lateral movement and rotation at the end bearings.Lateral support a' Erzp. 12-31-2022 may also be required at the interior bearings by the building code. �� :'r✓� 2 Refer to Multi-Ply sheet for filler and backer block sizes and connection details. 3 Floor Sheathing to be attached to flanges of both I-joists. OREGONn 4 Top loads must be applied to both I-joists. ✓(>�Y ,g"1' ' 5 Dead Load Deflection:Instant=0.272",Long Term=0.407". 6 Fill all hanger nailing holes. 9hi9ON M.QRS. T iitaflyy sealed 7 Multiple plies must be fastened together as per manufacturer's details. _..._._ ._. 8 Web stiffeners required al Bearing 1. 9 Web stiffeners required at Bearing 2. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 1-0-0 26 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Point 10-1-7 648 lb 900 lb 0 lb 0 lb 0 lb 22'FLOOR Bearing Length 0-3-0 - NotesManufacturer Info INTERNATIONAL WOOD PRODUCTS 'Nit component analysis is based on ere 'Dens, Louisiana-Pacific Corp ll 1 SE 98TH CT,OREGON geometry end other coeaeons as entered by the user i Certification is to verify the joist/beam/truss to carry the loads 414 Union Street Suite 2000 and Wad in ads repon.The user is responsible to 'shown and/or for repair design.The applied loads, 97015 ensure the accuracy or Me input and tne • ability a dimensionshis ,and field conditions info wasprovided Nashville,TN 37219 503-742.9669 actual contended a ma structure rod.dial Me by others. for v.ww.(888)820-0325 componentc c intended demns This sanalyse truct is valid for which mr ma The loads and dimensions must be verified and approved for Productlsted, the specific application by the project design professional APA'PR-L2 out L ^ 4 ls cap.at 6 unions Sm NI ite zoom by rn nta� --- - --- --- LADB5.RR25099,Florida:FL 15401 //%"�` This design Is valid until 5/30/2024 International Wood Products. LP SolidStan Design Version 5.0.516(Build 22.31.516)Powered by i&trod"'Dataset 22081504.276 Page 13 of 16 Client: Date: 8/18/2022 Page 8 of 10 BUILDING Project: Input by: SCOTT HASS P SOLUTIONS Address: Job Name: TIGARD SENIOR HOUSING Project* 22584-2 J14 L2 UNIT 224 LPI 56 11.875" 2-Ply - PASSED Level:Level Ticket: T20220818882 11 7/8" 1 Hanger(H87.12/11.88) 2 Hanger(HB7.12/11.88) 21'63/8" / .`-,j" 21'6 3/8" Multi-Ply LPI • Fasten joists together with filler blocks between the LPI webs using 2 rows of 0.131"x3.25" nails at 6"o.c.from both sides, stagger rows,and clinch where possible. o Filler blocks shall be 2 2x thick. o Filler blocks must be at least 4'long,located at each support,and centered behind each hanger. o For joists supporting only top loads that are equally applied to both plies fillers can be spaced at 8'on center maximum. • Provide min. 12"long backer blocks at all hangers and concentrated loads,center backer block on load. o Backer blocks shall be 2x thick and attached using a minimum of 10 nails(0.131"x3.25",clinch where possible)spaced to avoid splitting,with half the nails to each side of the center of the supported hanger. o Install backer blocks tight to top flange for top-mount hangers or top concentrated loads unevenly applied to both plies. Install tight to bottom flange for joists supporting face-mount hangers. • Depth of filler and backer blocks: o Filler and backer blocks for members that are top-loaded only,or side-loaded supporting top-mount hangers that do not require nailing into the web,shall be at least 5-1/2"deep for I -joists to 11 -7/8"deep,and shall be at least 7-1/4"deep for I -joists 14"and deeper. o Filler and backer blocks for members that support hangers requiring nailing into the web shall fit the clear distance between flanges with a gap of at least 1/8",but not more than 1"and provide sufficient depth for all hanger nails to be supported. o Multiple pieces of lumber may be used to achieve the required depth or width of filler and back blocks,each piece must be • properly nailed. • Maximum "Side-Applied"unfactored loads for standard duration:Uniform Load = 520 plf,Concentrated Load = 1200 lbs. Loads may be increased with more nails,and adjusted for other load durations. .<.(,,• PROFFS ,o� x4G1N t,6, `o �247� 40 9405 '4 1:Exp. 12-3 22 Arojif,1 OREGON ✓`CY 19 y 22. • 47/YQ Phi rgitally sealed N M. Aug.19,2022 Notes Manufacturer Info INTERNATIONAL WOOD PRODUCTS This componentanaysrs is eases on the Baas, - --- — ---- 14421 SE 98TH CT,OREGON geometry and curer conaeona as entered by a-user .Certificationto isverity the joist/beam/truss to tarty the loads/ Louisiana-Pacific Corp USA and hies in MN report The user a reapociNe to .shown and/or for repair design.The applied loads, 1 414 Union Street,Salle 2000 97015 ensue as accuracy of the input and me appinnbaiy to dimensions,and field conditions info was provided by others. '. Nashville,TN 37219 503-742.8889 component aln conditionstdeof trre structure¢n vnwn this The loads and dimensions must be verified and approved (888)820-0325 portent Is intended This analysis is vmid only for the for li � � prod.,listed_ 1 the specific application by the project design professional. www.lpcorp.com Coyydght 2021 All rights received by Louisiana paugc APA:PR-L238,ICC-ES:ESR-1305, Corp.414 Union St Stale 200a NeNritle,TN 32212 LADES:RR-25099,Florida:FL15401 This design is valid until 5/30/2024 - International Wood Products LP Solid5tart Design Version 5.0.516(Build 22.31.516)Powered by iStruct'"Dataset:22081504.276 Page 14 of 16 Client: Date: 8/18/2022 Page 9 of 10 BUILDING Project. Input by: SCOTT HASS S 0 L U T I 0 N S Address: Job Name: TIGARD SENIOR HOUSING Project 4: 22584-2 " J15 L2 UNIT 223 BATH AREA LPI 18 11.875" 2-Ply - PASSED Level:Level Ticket: T20220818882 • V 1 . IP LP11 Mr �.� _ �.�. ll f4 col.- / 1 Hanger(HB7.12111.88) 2 Hanger(HB7.12/11.88) 12'6 9116" -- / "i'S" 12'6 9/16" Member Information Reactions PATTERNED lb(Uplift) Type: Joist Application: Floor Brg Direction Live Dead Snow Wind Const Double Design Method: ASD 1 Vertical 816 570 0 0 0 Spacing: 12"o.c. Building Code: IBC/IRC 2015 2 Vertical 586 404 0 0 0 Moisture Condition: Dry Load Sharing: No Deflection LL: 480 Deck: 23/32 APA Rated Sturd- Deflection TL: 360 I-FloorPlywood Nailed Importance: Normal-II Ceiling: Gypsum 12' Temperature: Temp<=100°F bearings Bearing Length Dir. Cap. React D/L lb Total Ld.Case Ld.Comb. 1- 3.500" Vert 74% 570/816 1386 L D+L Hanger Analysis Results 2- 3.500" Veil 53% 40415B6 990 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 5591 ft-lb 4'8 1/2" 6200 ft-lb 0.902(90%)D+L L • Shear 1376 lb 1 3/4" 26701b 0.515(52%)D+L L 9,5)PAQpk- LL Defl inch 0.171(L/860) 57 7/8" 0.306(L/480) 0.558(56%)L L \y.Cti r N ' S0/ TL Deft inch 0.291(1/506) 57 13/16" 0.409(L/360) 0.712(71%)D+L L CS: �t� F 94 ed .1"Design Notes �� Exp. 12-05zozz /? 1 Provide support to prevent lateral movement and rotation at the end bearings.Lateral support 1...rt./I may also be required at the interior bearings by the building code. 2 Refer to Multi-Ply sheet for filler and backer block sizes and connection details. OREGON 3 Floor Sheathing to be attached to flanges of both I-joists. �(J�Y ,9� 4 Top loads must be applied to both I-joists. -9 22, 5 Dead Load Deflection:Instant=0.120",Long Term=0.180". gg0N M•V1/4°i Aug.gita 11 saeied20221 6 Fill all hanger nailing holes. 7 Multiple plies must be fastened together as per manufacturers details. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 1-0-0 26 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Point 4-8-8 648 lb 900 lb 0 lb 0 lb 0 lb 22'FLOOR Bearing Length 0-3-0 " NotesManufacturer Info INTERNATIONAL WOOD PRODUCTS This component analysis 4 hued on the lows, Louisiana-Pacific Corp 1 1 SE 98TH CT,OREGON geometry and other o o Bona as entered by the user Certification is to verify the joist/beam/truss to carry the loads 1 414 Union Street,Suite 2000 9USA 7015 and listed In this repo"'me user Is resoonsaye to shown and/or for repair design.The applied loads, me actual conditions of of mew structwet„10r applicability ns dimensions.and field conditions info was provided by others. 1 Nashville-TN 37219 503.742-8689 component c;mended,the analysis 4valid oray err We The loadsbe verified and dimensions must and approved for (888)820-0325 Cpdoa reisd. vnvw.lpcory.com "IAA ppyym xoa NI rights reserve!by Louisiana paces the specific application by the project design professional. APA:PR-L238,ICC-ES:ESR-1305, 11 Corp.414 union at suns 2000.Nashville.TN 27219 LADBS:RR-25099,Florida:FL15401 This design is valid until 5/30/2024 International Wood Products LP SolidStart Design Version 5.0.516(Build 22.31.516)Powered by iStruct*a Dataset 22081504.276 Page 15 of 16 Da 8/18/20 L P BUILDING Project: Input SCOTT I-/ Page 10 of 1C Project: by: SCOTT HASS SOLUTIONS dress: Job Name: TIGARD SENIOR HOUSING - ______ Project#: 22584-2 J15 L2 UNIT 223 BATH AREA LPI 18 11.875" 2-Ply - PASSED Level:Level Ticket: T20220818882 11 70 1 Hangar(H87.12/11.88) - 2 Hanger(H67.12/11.88) 12'6 9116" i .1' "15" 12'6 9/16" Multi-Ply LP1 • Fasten joists together with filler blocks between the LPI webs using 2 rows of 0.131"x3.25" nails at 6"o.c.from both sides, stagger rows,and clinch where possible. o Filler blocks shall be 2x+ 5/8"OSB thick. o Filler blocks must be at least 4'long,located at each support,and centered behind each hanger. o For joists supporting only top loads that are equally applied to both plies fillers can be spaced at 8'on center maximum. • Provide min. 12" long backer blocks at all hangers and concentrated loads,center backer block on load. o Backer blocks shall be 1"thick and attached using a minimum of 10 nails(0.131"x3.25",clinch where possible)spaced to avoid splitting,with half the nails to each side of the center of the supported hanger. o Install backer blocks tight to top flange for top-mount hangers or top concentrated loads unevenly applied to both plies. Install tight to bottom flange for joists supporting face-mount hangers. • Depth of filler and backer blocks: o Filler and backer blocks for members that are top-loaded only,or side-loaded supporting top-mount hangers that do not require nailing into the web, shall be at least 5-1/2" deep for I-joists to 11 - 7/8"deep,and shall be at least 7-1/4" deep for I -joists 14"and deeper. o Filler and backer blocks for members that support hangers requiring nailing into the web shall fit the clear distance between flanges with a gap of at least 1/8",but not more than 1"and provide sufficient depth for all hanger nails to be supported. o Multiple pieces of lumber may be used to achieve the required depth or width of filler and back blocks,each piece must be properly nailed. • Maximum"Side-Applied" unfactored loads for standard duration:Uniform Load = 520 plf,Concentrated Load = 1200 lbs. Loads may be increased with more nails,and adjusted for other load durations. ��pED PROFFS sio tiSI 9405 9 9 Exp 12-31-2022 ln/1 OREGON ggON M.`:1% A 9i.a119 022d - Notes Manufacturer Info INTERNATIONAL W000 PRODUCTS This component analysis is based on the loads, Louisiana-Pacific Corp 1442 1 SE 98TH CT OREGON andSA geometry d Mbar in via resort one es userentered reap n e"e' Certification is to verify the joist/beam/truss to carry the loads 414 Union Street,Suite 2000 97015 "re e.scwaq m ma mpm and me apgiaboy io shown and/or for repair design.The applied loads. Nashville,TN 37219 503-742-8689 n.xwei commons m dre wun.e Tor viva.m,, dimensions,and field conditions info was provided by others. (888)820-0325 eimnwneM I.intended_This analysis is vend any for the I The loads and dimensions must be verified and approved for 11,A4 eoduuumm. pP wwwlpc.L23a,n Copyright met 51 rights resented by Louisiana neck the specific application by the project design professional. APA:PR-L238,ICC-ES:ESR-1306, Corp.ata Union s swe 2000,Nashville,TN sms LADES:RR-25099,Florida:FL15401 This design is valid until 5l30/2024 International Wood Produrrs, IF SolidStart Design Version 5.0.516(Build 22.31.516)Powered by i&tructra Dataset:22081504.276 Page 16 of 16 CITY OF TIGARD BUILDING PERMIT COMMUNITY DEVELOPMENT Permit#: BUP2021-00236 Date Issued: 5/12/2022 TIGARD 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2439 Parcel: 2S102DB09600 Jurisdiction: Tigard Site address: 8803 SW OMARA ST Project: Tigard Senior Housing Subdivision: TIGARD SENIOR HOUSING Lot: 1 Project Description: A new 47,110 sq.ft.58-unit affordable housing apartment building. Contractor: WALSH CONSTRUCTION CO/OREGON Owner: TIGARD, CITY OF 2905 SW 1ST AVE 13125 SW HALL BLVD PORTLAND, OR 97201 TIGARD, OR 97223 PHONE: 503-222-4375 PHONE: FAX: 503-274-7676 Specifics: FEES Description Date Amount Type of Use: MF Class of Work: NEW Type of Const: VA Permit Fee-COM-New Construction 05/09/2022 $39,154.02 Occupancy Grp: R-2 Occupancy Load: 177 12%State Surcharge-Building 05/09/2022 $4,698.48 Plan Review 10/05/2021 $17,473.85 Dwelling Units: 58 DC Provision Review,COM New-Bldg 05/09/2022 $218.50 Stories: 4 Height: 42 ft DC Provision Review,COM New-Ping 05/09/2022 $218.50 Bedrooms: 58 Bathrooms: 61 Plan Review-Fire Life Safety 05/09/2022 $15,661.61 Value: $8,639,032 Info Process/Archiving-Lg$2.00(over 05/09/2022 $130.00 11x17) Info Process/Archiving-Sm$0.50(up to 05/12/2022 $61.50 Floor Areas: 11x17) Total Area: 47110 Plan Review 05/12/2022 $7,976.26 Accessory Struct: 0 Basement: 0 Carport: 0 Covered Porch: 0 Deck: 0 Garage: 0 Mezzanine: 0 Total $85,592.72 Required: Required Items and Reports(Conditions) 1 Special Inspection(see plans) Fire Sprinkler: Yes Parapet: No Fire Alarm: Yes Protected Corridors: No Smoke Detectors: Yes Manual Pull Stations: Yes Accessible Parking: 1 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 or direct questions to OUNC by calling 503.232;,1982or 1.800.332.2344. Issued By: �� _ mittee Signature: ' Call 4175 by 7:00 a.m.for the next available inspection`date. 4-- -- 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. Building Permit Application T2-91 (2- Commercial RECEIVE I FOR OFFICE USE ONLY illCity of Tigard CEP 2 2021 Received at�/B a914) ;Z 2!2 -1 Permit No.: P2D /-er22, n 13125 SW Hall Blvd.,Tigard,OR 97223 y Plan Review tt�'' t Phone: 503-718-2439 Fax: 503-598-1960 CITY OF TIGARD 3 Date/By: -' �7 ZL Related Permit: l I S Date Rcad /S .1 ® See Page 2 for I1GAIt11 Inspection Line: 503-639-4175 �, �r � �PV��PCil�i Y Y j�Jj ) � —tom_ _ Internet: www.tigard-or.gov Not:red/Method: / i �� Supplemental Information 1=Jt r`t"R ,ra /I .�J'.ice TA":et TYPE OF WORK REQUIRED DATA:1-AND 2-FAMILY DWELLING ®New construction ❑Demolition Permit fees*are based on the value of the work performed. Indicate the value(rounded to the nearest dollar)of all 0 Addition/alteration/replacement ❑Other: equipment,materials,labor,overhead,and the profit for the CATEGORY OF CONSTRUCTION work indicated on this application. 'Valuation: $ ❑ 1-and 2-family dwelling ❑Commercial/industrial Li Accessory buildingMulti-family Number of bedrooms: ® ^ ❑Master builder ❑Other: Number of bathrooms: JOB SITE LNFORMATION AND LOCATION Total number of floors: Job site address: 8803 SW OMARA ST 't New dwelling area: square feet i City/State/ZIP: • TIGARD, OR 97223 Garage/carport area: square feet - Suite/bldg./apt.#: Project name: Tigard Senior Housing Covered porch area: square feet Cross street/directions to job site: Site is shared with Tigard Senior Center. Deck area: square feet Site is on a flag lot. Other structure area: square feet REQUIRED DATA:COMMERCIAL-USE CHECKLIST Subdivision: Lot#: Permit fees*are based on the value of the work performed. Indicate the value(rounded to the nearest dollar)of all Tax maplpatcei#: 2S102DB09600 equipment,materials,labor,overhead,and the profit for the ® DESCRIPTION OF WORK work indicated on this application. New construction for 58-units of affordable senior housing. valuation: $5,906,054 ,39E r;3,p, ., Existing building area: square feet New building area: 47,110 square feet 0 PROPERTY OWNER [2] TENANT Number of stories:4 Name: Northwest Housing Alternatives Type of construction: V-A Address: 2316 SE Willard Street Occupancy groups: City/State/ZIP: Milwaukie, OR 97222 Existing: Phone:( 503)654-1007 Fax:((503)) 654-1319 New: B, A-3 and R-2 ® APPLICANT ❑ CONTACT PERSON BUILDING PERMIT FEES* (Please refer to fee schedule) Business name: SERA Architecture and Design Structural plan review fee(or deposit): $13,283.91 Contact name: John Cline and Ariel Chavarria FLS plan review fee(if applicable): $8,174.72 Address: 338 NW 5th Avenue Total fees due upon application: $21,458.63 City/State/ZIP: Portland, OR 97209 Amount received: Phone:( 503)445-7372 Fax: :( 503)445-7395 E-mail: johnc@seradesign.cor ; arielc@seradesign.com PHOTOVOLTAIC SOLAR PANEL SYSTEM FEES* Commercial and residential prescriptive installation of CONTRACTOR roof-top mounted PhotoVoltaic Solar Panel System. Business name: Walsh Construction Company Submit two(2)sets of roof plan with connection details and fire department access,along with the 2010 Oregon Address: 2905 SW 1st Avenue Solar Installation Specialty Code checklist. City/State/ZIP: Portland, OR 97201 Permit fee(includes plan review $180.00 and administrative fees): ,- Phone:( 503)222-4375 � Fax:( 503)274-7676 State surcharge(12%of permit fee): $2I.60•-i. CCB Lie.: 147267 jy� Total fee due upon application: Authorized signatw-e: ).6 eM W C9/1 Thi exires if aer;rit s permitapplicationp p '— ?y! within 180 days after it has been acr * Fee methodology set by T ri-Col' Print name: John Cline Date: 8/19/202 1 Service Board. 1:'',Buildink1Pemtits\BLIP COM PermitApp.doc Rev.04/21/2014 440-4613T(i 1102/COM;WEB) City of Tigard 111 COMMUNITY DEVELOPMENT DEPARTMENT T I G A R D Building Permit Review — Commercial - With Land Use Building Permit #: pZ92(-60 234, Site Address: s 43 ' S Cd fDc'3'L off 57``-0. 7 Suite/Bldg#: Project Name: j l&A-IZ 1� S 6 rv/o72 Cyi f tyl on,Bc.c /-1e0S/K (Name of commercial business occupy n the space. If v cant,enter Spec/Space.) Planning Review Proposal: S g-c/iWT IF'lT` A4(3(C W Ti&1g 6¢��5, co(ac �(�''e,9 5 w�*L(c2 d ati / Verify site address/suite# exists and active in permit system. ❑ River Terrace Neighborhood: ❑ Yes ❑ Land Use Case #: a() RZO2/ . o- Z. ii9)71, Ze:2_27 —00 4t4 Plans Match Approved Land Use: Site Plan 0 Landscape Plan ❑ Other: ❑''Urban Forestry Plan ,2"Elevation Plan s Building Height: Maximum Height )/Y'-(b' Actual Height ' y—5-3 Conditions Met: Prior to Submittal ❑ Prior to Permit Issuance ❑ Business License: Exists: ,2—Yes ❑ No,applicant was provided a business license application � I'" ublic Facilities Improvement (PFl) Permit: 0.s Required: ''Yes,applicant was notified ❑ No Applied For: ,"Yes ❑ No, stop intake Notes: Approved by Planning: �.�. c > r - Date: p z Revisions (after Building Submittal only) Reviewer Date Revision 1: ❑ Approved ❑ Not Approved Revision 2: ❑ Approved ❑ Not Approved Revision 3: ❑ Approved ❑ Not Approved Building Permit Submittal Original Submittal Date: ef/ /2t7Z Site Plans: # 3 Building Plans: # a Building Permit#: R.-Enter building permit# above. Workflow Routing: E Planning E Engineering IF—Permit Coordinator ErBuilding Workflow Sign-off: Sign-off for Planning(include notes from planning review) Route Application Documents: Pr-Building: original permit application, site plans,building plans,engineer and beam calculations and trust details,if applicable,etc. Notes: By Permit Technician: Date: " e/.2o / 1:\Building\Forms\BldgPermitRvw_COM_WithLandUse 111819.docx Engineering Review C?Slope at building pad: a Q" PFI Permit#: 20_0o390 ❑ Conditions "Met"prior to issuance of building permit ❑ Easements (encroachments) per engineering conditions of approval and plat (not typical on SDR/CUP) ❑ Water Quality/Quantity Facility: Assess Water Quality Fee in-lieu: ❑ Yes ❑ No Assess Water Quantity Fee in-lieu: ❑ Yes ❑ No LIDA Facility on lot: ❑ Yes ❑ No ❑ NOT Approved by Engineering: Date / Notes: -� 00 Ylof f'/faj Ujihl Coil -th) 7J of mLf PET a IN7U'+ 'l Approved by Engineering: /✓Y�f i>:A v�/ Date: In,fzeZi Revisions (after Building Submittal only) Reviewer Date Revision 1: ❑ Approved ❑ Not Approved Revision 2: ❑ Approved ❑ Not Approved Revision 3: ❑ Approved ❑ Not Approved Permit Coordinator Review 0 Conditions "Met"prior to issuance of building permit Approved,NOT Released: PCL- Date: 3l3120 ZZ Notes: ''I w'r� AM I+toS+ tzikezi '7k A-yply lvii - r SpG exam ptln• Revisions (after Building Submittal only) Revision Notice 1: Date Sent to Applicant: Revision Notice 2: Date Sent to Applicant: �'' ��' �� Revision Notice 3: Date Sent to Applicant: 4 gSDC Fees Entered: Wash Co Trans Dev Tax: C Yes ❑ N/A 4 S`) C Tigard Trans SDC: yr Yes ❑ N/A (k—b . Cs Parks SDC: / Yes ❑ N/A �b v� OK to Issue Permit MClad qof Onk S-7 Approved by Permit Coordinator: i // r et)I\CkY D kV ttielithrtDate: V"1 - 1 u ' i rltk e'ty.)t(X - 1:\Building\Fonns\BldgPennitRvw_COM_WithLandUse 111819.docx FOR OFFICE USE ONLY- SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT :I _ Transmittal Letter I i c;A R I) 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: 10 M I--I 1)C 4S7 pr-i-I -- DATE RECEIVED: DEPT: BUILDING DIVISION RECEIVED FROM: _ 'H N C 1-- I N APR 19 7022 COMPANY: S•( -A A GI-I IT ,S CITY OF II'ML PHONE: rj0 3— A 4-5 - 7 335 BUILDING DIVISION By: EMAIL: j o irt,1 c. e- S.e T d.e f i 4. c 0 0 . RE: 36 ve s\AI o,A6l s 13U4'2021- OO 23 Co (Site Address) (Permit Number) -1-1 oil ce4l a . No uS, AA , (Prof name or subdivision name and lot number)' ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: Copies: Description: Additional set(s) of plans. Revisions: Cross section(s) and details. Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. Engineer's calculations. Other(explain): REMARKS: C 2) P e l" rvl r S-6-1 S L c t e vi FOR OFFICE USE ONLY Routed to Permi Technician: Date: - A� �-2Z Initials: 'f Fees Due: ❑ Yes No Fee Description: Amof nt Du : Special Instructions: Reprint Permit(per PE): ❑Yes _ No ❑Done Applicant Notified: G Date: c/i)/2ei_ Initials: 7-) 1:\Building\Forms\TransmittalLetter-Revisions_073120.doc il i TIGARD 1 City of Tigard April 21,2022 Josh Carillo Northwest Housing Alternatives 2316 SE Willard Milwaukie,OR 97222 Project: Alongside Senior Housing Site: 8803 SW Omara Street Permit No.s: PFI2021-00356 / BUP2021-00236 / SIT2021-00018 Dear Josh: This letter confirms that the City of Tigard,Community Development Division,Building Services Department and Engineering Division, have completed final review of the applications and plans you have submitted and has approved the issuance of permits PFI2021-00356,BUP2021-00236, and SIT2021-00018. Once all applicable fees have been paid and conditions of approval for DDR2021- 00002 are met,your permits will be issued. I Sincerely, ATM fitfrtek i Agnes Lindor IAssociate Planner 1 1 1 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.639.4171 TTY Relay: 503.684.2772 • www.tigard-or.gov ASK0110014 600 NE Grand Ave. /o,n M et CCU Portland,OR 97232-2736 •��! oregonmetro.gov Northwest Housing Alternatives,Inc. RECEIVE( , 2316 SE Willard Street LL�� Milwaukie, OR 97222 APR 2 ® 2022 CITY OF TIGARD UILDING DIVISION April 5, 2022 RE: Exemption from Metro Construction Excise Tax (CET) for 8815 SW Omara Street, Tigard OR 97223 We have received and reviewed your application for exemption from Metro's Construction Excise Tax. Based on the documentation submitted by Josh Carrillo,we concur that the exemption is justified and hereby approve a 100 percent exemption from the Construction Excise Tax for the construction project at 8815 SW Omara Street,Tigard OR 97223. If we can be of further assistance,please contact me at 503-797-1913. Sincerely, t l i 'VW.Z°. Brian Kennedy Director of Finance and Regulatory Services Metro cc: Nathan Sykes,Metro City ofTigard 14 q Systems Development Charge (SDC) Exemption ApplicationTIGARI REQUEST FOR REGULATED AFFORDABLE HOUSING SDC EXEMPTION (New Construction—Rental and For Sale. Allowed under TMC 3.24.100.D) Note:Refer to the Systems Development Charge(SDC)Exemptions for Regulated Affordable Housing Guideline for eligibility requirements before completing application. City Transportation and Park SDCs exemption only. a PROPERTY INFORMATION REQUIRED SUBMITTAL Name of Property Owner: Tigard Senior Housing Limited Partnership ELEMENTS Compliance Agreement or Contract Property address/location(s): U Legal Property Description 8815 SW Omara Street, Tigard OR 97223 REcEIVE1 I Proof of Ownership / Tax map and tax lot#(s): 2S102DB09600 uthorized Representative APR 2 0 2022 . Plat Map CITY OF TIGARD . Estimated SDC Costs Worksheet Name ofproject/Development: Tigard Senior Housinetil �lVIS!fl' 111ApPlication Anticipated construction end date:7/1/2023 FOR STAFF USE ONLY Unit Type Total Units Units to Receive Exemption Application accepted: Single Family Detached 58 By: Single Family Attached Date: Apartment/Condominium 58 58 Application review completed: By: APPLICANT INFORMATION Date: Entity Type (check all Limited Liability Company 0 Corporation Comments: that apply): .Limited Partnership Individual Other(specify): Rcx-.2/2022 Name(s) (Entity or Individual) as appears on title ofproperty: Tigard Senior Housing Limited Partnership Address: 2316 SE Willard Street, Milwaukie, OR 97222 Signatory(s) (authorized to sign on behalf ofentity/individual): Destin Ferdun Title with Entity (e.g.,Member,President; Individual,if not owned by entity): Director of Real Estate Development _ Phone: (503)654-1007 x122 Email: ferdun©nwhousing.org Project Contact if other than Applicant: Josh Carrillo Contact Phone: (503)654-1007 x115 Contact Email: carrillo@nwhousing.org City ofTigard• 13125 SW Hall Blvd. •Tigard,Oregon 97223•www.tigard-or.gov• SDC Exemption Application• Page 1 of2 • !ii 1 THE APPLICANT(S) ACKNOWLEDGE(S) AND AGREE(S) THAT: 1. I (We) understand that by accepting this application and documents for an SDC exemption,the City is in no way jcommitting actual funding or exemptions for my project.Commitment of an exemption will only be made after all documentation is received and city staff have reviewed and approved my request. 2. In the event the property for which an exemption is granted ceases to be utilized for regulated affordable housing before the ') minimum 20-year occupancy requirement,the owner of the property will be required to pay to the city the amount of the exempted systems development charges,plus interest. 3. If the application is approved, the applicant must record the executed Compliance Agreement,Declaration of Restrictive Covenants and Equitable Servitude with Washington County prior to the City's issuance of a Certificate of Occupancy. 4. All statements made in this application are true and accurate and are made for the purpose of obtaining the exemption indicated herein. 5. Verification of any information contained in this application may be made at any time by the City of Tigard and the original copy of this application will be retained by the City. 6. The City,its agents,successors and assigns will rely on the information contained in this application and the information I/We have represented herein;if any information should change prior to obtaining a certificate of occupancy, I (We)will notify the City. THE APPLICANT(S) SHALL CERTIFY THAT: I (We) certify that the information provided in this application is true and correct as of the date set forth opposite my(our) signature(s) on this application. SIGNATURE of owners(s) or authorized representative(s) required JF't'"' Destin Ferdun 3/4/2022 Applicant or Authorized Representative Signature Print Name Date i Applicant or Authorized Representative Signature Print Name Date . Applicant or Authorized Representative Signature Print Name Date 1 1 1 City ofTigard• 13125 SW Hall Blvd. •Tigard,Oregon 97223 •www.tigard-or.gov• SDC Exemption Application• Page 2 of2 APPLICANTS To consider an application complete,you will need to submit ALL of the REQUIRED SUBMITTAL ELEMENTS as described on the front of this application in the"Required Submittal Elements"box. It is the responsibility of the applicant to ensure that the application for the SDC exemption is submitted and approved before the payment of all SDCs are due to the City. SDCs are calculated and due and payable pursuant to Tigard Municipal Code 3.24.080. In accordance with TMC 3.24.080.B,the City may not issue a building permit or allow connection to the City's systems until either all SDCs have been paid in full or an exemption has been granted. It is the applicant's sole responsibility to ensure an exemption application is submitted to the City in a timely manner in order to meet the timelines in TMC 3.24.080. Questions and electronic submittal of this application and required documentation can be sent to SDC@tigard-or.gov Hardcopy applications and required documentation can be mailed to: City of Tigard—SDC Administrator, 13125 SW Hall Blvd.,Tigard,OR 97223. P k . � MOW City ofTigard•13125 SW Hall Blvd. •Tigard,Oregon 97223•www.tigard-or.gov• SDC Exemption Application• Page 3 of2 /, City of Tigard 1! ,1114 4 Deferral Until Occupancy Request l I ti A R n Washington County Transportation Development Tax (TDT),Transportation and Parks System Development Charges (SDCs) This form is to be signed and submitted prior building permit issuance or,if no building permit is required,then upon land use approval(TMC 3.24, as amended by Ordinance No.21-09). Date: 5/5/2022 Site Address: 8803 SW Omara St Project Tigard Senior HousingLand Use Case or BUP2021-00236 / DDR2021-00002 Name: g Building Permit#: Tax Lot Total Parks*ks $440,278.00 58 units #: Amount : TDT (for 58 units) Total TSDC Amount: $365,168.00 Amount*: $239,424.00 58 units *The total TSDC amount shown above is the sum of$226,374.0Gor TSDC-Improvement,$13,050.00 for TSDC- Reimbursement, and$ for TSDC-River Terrace,if applicable.. *The total Parks SDC amount shown above is the sum of$274,166.00for Parks-Improvement,$64,496.00 for Parks- Reimbursement,and either$101,616.00or Parks-Neighborhood or$ for Parks-Neighborhood River Terrace. This constitutes my request to defer payment of the TDT,TSDC, and Parks SDCs, as provided above, until occupancy. Payment of the TDT,TSDC, and Parks SDCs may be deferred until issuance of the occupancy permit. In requesting this option, I understand that any deferred TDT,TSDC, and Parks SDCs must be paid prior to final inspection or issuance of an occupancy permit. TDT may only be deferred if the TDT is greater than the amount for a single-family residence. I further understand that the amount of TDT due on deferred obligations shall be the amount in effect at the time of issuance of the building permit. For a deferral request to be accepted both the Property Owner and the Developer must sign this request. S -7-4-49- Property Owner: Date: 5/5/22 Developer: 0 a Date: 5/5/22 Permit Coordinator: Date: 5/5/22 TIGARD-TUALATIN SCHOOL DISTRICT 23J RECEIVED RESOLUTION NO. 2122-18 APR 2 0 2022 CITY OF TIGARD BUILDING DIVISION A RESOLUTION GRANTING AN EXEMPTION FROM PROPERTY TAXES UNDER OREGON REVISED STATUTES FOR NON-PROFIT LOW-INCOME HOUSING PROJECTS OPERATED BY TIGARD SENIOR HOUSING LIMITED PARTNERSHIP. WHEREAS, ORS 307.540 to 307.548 authorizes property tax exemptions for housing owned by non-profit corporations and occupied by low-income persons: and WHEREAS,Tigard Senior Housing Limited Partnership,a qualified non-profit corporation, has requested an exemption from property taxes effective 2022 under ORS 307.543 for certain low-income housing projects within District boundaries on the value of the property located at 8815 SW O'Mara Street in the City of Tigard and meets all applicable criteria for exemption. NOW THEREFORE,BE IT RESOLVED: 1. The Tigard-Tualatin School District 23J Board of Directors hereby approves the use of an exemption from District-assessed property taxes effective 2022 on the value of the property located at 8815 SW O'Mara Street in the City of Tigard administered by Washington County as provided in the non-profit corporation low-income housing program authorized under ORS 307.540 through 307.548. DATED this 11th day of April, 2022. en B man, C it ATTEST: Xitt.teA%--2, Qi-WC1-4,0 Dr. Sue Rieke-Smith, Superintendent Construction Excise Tax Exemption Application Exemption Description (check applicable exemption): RECEIVED 1. Private School Improvements. APR 2 0 2022 El CITY OF TIGARD 2. Public Improvements as defined in ORS 279A.010 BUILDING DIVISION 3. Residential housing that is guaranteed to be affordable, under guidelines Established by the United States Department of Housing and Urban Development, to households that earn no more than 80% of the median Household income for the area in which the construction tax is imposed, for a period of at least 60 years following the date of construction of the residential housing. 4. Public or Private hospital improvements. [1] 5. Non-profit long term care facilities; non-profit residential care facilities; or non-profit continuing care retirement communities. 6. Improvements to religious facilities primarily used for worship or education associated with worship. 7. Agricultural buildings as defined in ORS 455.315(2)(a). 0 Application for any of the above exemptions provides consent for the District to audit the applicant's records to verify the legal statues and compliance with the exemption prerequisites. I do hereby certify that by signing I am verifying eligibility for the above Exemption to the Construction Excise Tax. Housing Developer Authorized Signature Title Jurisdiction Issuing Permit: City of Tigard Permit No. BU P 2021-00236 School District in which Construction is Planned: Tigard-Tualatin School District Address of Construction for which Exemption is Claimed: 8815 SW Omara Street,Tigard OR 97223 Permit Holder: Northwest Housing Alternatives, Inc. Permit Holder Phone: (503)654-1007 x115 Permit Holder E-Mail: carrillo@nwhousing.org CET Exemption Application 1/13/2010 j Agnes Lindor 1/ From: Agnes Lindor Sent: Thursday, March 3, 2022 1:19 PM / To: John Cline;Ariel Chavarria Cc: Gary Pagenstecher; #Building Permit Technicians;Trent Brickey Subject: SIT2021-00018/ BUP2021-00236 Senior Housing Good afternoon- The permits in the subject line for the Tigard Senior Housing have been approved but cannot be released until all conditions of approval (Per DDR2021-00002) are met and the PFI permit is issued.Thanks, Agnes Lindor I Associate Planner City of Tigard l Community Development 13125 SW Hall Boulevard Tigard, Oregon 97223 Phone: 503.718.2429 Email:AgnesL@tigard-or.gov 1 1