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Report (37) 1 8. Exterior wall projection 704.2 9. Shaft enclosure design details 707 10. Exterior wall opening limitations requirement analysis 704.8 11. Fire resistive rated structural member locations and assembly 714,715 12. Fire/smoke damper locations 716 13. Smoke detector&manual fire alarm box locations SR107 14. TVF&R Building survey report for water supply 903 15. Location of staff monitoring area for Sprinkler,fire,smoke detector SR107, 907.2.10.1.2.OFC 16. Egress path and occupant load 1004, 1013, 1014 (The amstru tion documents shall show in suffrdent detail the location, construction,.rid and character of all portions of the means of egrscs in compliance with the provisions of this code. The construction documents shall designate the number of occupants to be accommodated on eteryfloor and in all moms and spaces. 106.1.2) 17. Interior exit enclosure design 707, 1009, 1019 18. Stairway design requirements base on occupant load 1009 19. Exit passage way door requirements 1020 20. Doors at landing 1009.4 21. Emergency escape&rescue provisions 1025 and chapter 11 and point of safety SR104.3 22. Locks&latches 1008.1.8.3 23. Point of safety 2°d&3`d floors SR104.3.1, 1021 24. Doors in series 1109.9.4 ti 25. Roof assembly information 2603.2,2603.3,2603.4.1.5,2603.6 26. Safety glazing 2406 GENERAL 27. Accessibility information on bathrooms,walk way etc. 1106, 1107, 1108, 1109 28. Cover sheet with site plan showing location of building on site with accessibility,parking& accessible route to building entry etc.OSSC 106 29. Energy forms as required per chapter 13 (10(1.3 Exterior wall envelope. The construction documents shallpmilde details of the exterior wall envelope as required including flashing,intersections with dissimilar materials, corners,end details, control joints,intersections at roof,eaves orparapets,means of drainage, water-resistive membrane and details around openings The construction documents shall include mam(actum's installation instructions thatprovrde supporting documentation that the proposed penetration and opening details described in the construction documents maintain the weather resistance of the exterior wall envelope. The supporting documentation sballfully describe the exterior wall rystem which was tested where applicable,as well as the test procedure used) 30. FYI:Deferred submittals such as Fire Alarm,Fire Sprinkler,Truss Joist Shop Drawings,etc, will be charged a deferred submittal fee based on the valuation of the portion of the work being deferred.The minimum fee shall be$200.00. Deferred Items shall be listed. NOT PART OF THIS REVIEW: • Electrical, Fire Sprinklers, Fire Alarms, Mechanical System, Site,& Plumbing SITE 31. Our files show no site permit was issued.Please submit site plan with permit application along with valuation of site work Complete form to show all impervious area, excavation, grading and fill volumes. Please complete both sides of the form. Forms attached. 32. Provide attached TVF&R form with permit. Please provide an item by item response. When submitting revised drawings or additional information,please attach a copy of the enclosed City of Tigard,Letter of Transmittal.The letter of transmittal assists the City of Tigard in tracking and processing the documents. Respe Val Henzel, Senior Plans Examiner , ,--, A91 ax,,, . 'E', 200° City of Tigard, Oregonu ' i 1u 13125 SW Hall Blvd. --,,�aTTG'l01` Tigard, OR 97223 3-111TTIL Attention: Val Henzel, Senior Plans Examiner Brian Blalock,Plans Examination Supervisor RE: Response to City of Tigard Plan Check for Grant Street Elite Care Building. 1) The Structural Review was completed by Miller Consulting. (as an engineering sub- consultant to the City of Tigard.) Response: The response and revisions will be submitted separately by Rowell engineering &Design Inc. and will include all necessary calculations and specifications. 2) A building plan view showing the complete building layout with elevations as located on site. 4, o Response: An additional drawing, sheet number A 1.0 has been added which .....------ shows the entire building plan at a smaller scale. The site plan addresses all site elevations. '0 quired rated wall assemblies R O U , \_.A, S"... c, 6,..gi („,s 4\ ctsc4A.A._ &.'' Response: The rated assemblies are shown on Sheet A 3.2, details 1 & 5 4) ire Protection systems (shop drawings required) rar x-4 t‘A Response: See separately submitted shop drawings 5) Construction information for interior wall design, connections and gage of metal or wood studs used. OSSC 106 d'i,..-- Response: See Sheet A 3.2 detail 5 and sheet FLS - 1, FLS - 2 and FLS - 3 Construction information of ceiling if rated floor/ceiling assembly. OSSC 106 6) 6 Response: See Sheet A 3.2 detail 5 and Sheet A3.3 details 11, 13, 14, and 21 // \.)co u : L 6,.c 4—.1 (if a,C. :04,1-1 1 ,7 i ilf.e.m,,,,j6zi, <- Sic 5© -1oo6' SysckekA f , i 1 7) Parapet wall clarification 704 `C. Response: Parapet wall is not needed. It is provided with "wrap back"rated "------------- construction, construction, see 2 hr details on Sheet 8) Exterior Wall Projections 704.2 if Response: Section 704.2.1 - One third distance to closest vertical plane is gi-----' 9'-3". 3 ft outriggers are at 2'-8" aft Enclosure Design Details 707 if, / Response: See new 1 hr shaft details Sheet A 3.4 ,_' 10) Exterior wall opening limitations requirement analysis 704.8 II Response: Wall Plane at 9'-0" from Property Line has 25% openings with d sprinkler system heads at openings. Wall Plane at 12'-0" has 8% openings. "Wall" at exterior walkway has planking system which has 25% openings with sprinklers. (see South Elevation) ,5,-----i ` - 1 s 11) F. e resistive rated structural member locations and assembly 7 4, 715 �_/"` 0�l a r-m y a t,%,,, CO Jt4 r{ � �u Cc s.� Response: Building is Type V-A throughout with Heavy Timber, Concrete and Decking(Type 3)upgrades. See Sheets FLS — 1, FLS—2, and FLS-3. ( IA)s�� a. Ll c�1 , 12) F / smoke damper locations 716 \ u `t(Pz (Aw'` LI:j„;,,. Response: There are no smoke dampers required or provided. (7-7111 oke detector&manual fire alarm box locations SR 107 I e Response: See smo detector locations on sheets FLS — 1, FLS -2, and kr= FLS -3nee Sprinkler Shop drawings for alarm station locations. nt,d r - 14) TVF&R Building Survey report for water supply 903 a Response: TVF&R paperwork to be submitted separately by owner. 15) Location of staff monitoring area for Sprinkler, fire and smoke detectors SR 107 Response: Located in ground floor office. See Sheet FLS -1 i Vfkjk a VVA S Locu Liv''), v`1' ,c �, (.A. zr Goo i 0 16) E: ,-ss path and occupant load 1004, 1013, 1014 4` l '' Response: See sheets FLS -1 , FLS–2, and FLS–3 for occupant loads and egress path. 17) I erior exit enclosure design 707, 1009, 1.019 (AI fd C7 ���� S��J ��� �� ��b 0 �' Lc Lt\ docs vw� 11tLL7 /00?, y f� Response: See sheets FLS -1 , FLS –2, and FLS –3 for wall types and new detail on A-3.4 for 1 hr enclosure. 18) ' tairway design requirementsbased on occupant,load ,1009 f1 / 4, (1.,,c-v-- 0 Response: See sheets FLS -1 , FLS –2, and FLS–3 for occupant loads and egress path. 19) Exit passage way door requirements 1020 Response: Door swings protrude 18"maximum into exit path. Railing allows . door to swing against wall. 20) Doors at landing 1009.4 MI Response: Doors swing in the path of travel. — 1 NIlG. 21) r mergency escape&rescue provisions 1025 and chapter 11 and point of e) Q� safety SR 104.3 • Response: Third floor hall and second floor exit passageway are points of -- ` /�afety as recognized by the State of Oregon, D.H.S. 7 22)socks and latches 1008.1.8.3 - c V,. 9)y16a.t_i Li F'y it C�s /0� ,/<< S v2 /o Response: See sheets FLS -1 , FLS –2, and FLS–3 for door hardware notes. ---! 23) P ints of Safety for 2nd and 3`d floors SR 104.3.1, 1021 . 0. Response: Third floor hall and second floor exit passageway are points of safety as recognized by the State of Oregon. 24) Doors in series. 1109.9.4d 4 elk Response: Change made in ground floor laundry room. See sheet A- 1.0 ------- 25) 25) ' aof Assembly information 2603.2, 2603.3, 2603.4.1.5, 2603.6 �r?01 I r , Response: See sheet A 3.2 for framing assembly rating. �� t�..�12 `1 j ` 4,c,v_ --,„_4, ,o,l 1 . l 26) Safety Glazing 2406 a ii/ Response: See window schedule, and sheets FLS -1, FLS —2, FLS—3 •.---- Safety Safety glass provided in doors, bathrooms, etc., 27) Ac essibility information on bathrooms,walkways,etc., 1106, 1107, 1108, 1109 9, ,7` Response: See enlarged bathroom floor plans and elevations LI) A),,,,5.: /'S on Sheet A 6.0 and notes on site plan, curb ht. & HC stalls. /-' 28) over sheet with site plan showing location of building on site with accessibility, 7. ,r4 • -- parking&accessible route to building OSSC 106 f✓' V i/ Response: See revised site plan showing accessibility,parking and accessible--- - route to building. 29) Energy forms as required per Chapter 13. 1��„✓ Response: See Energy forms submitted separately by owner/consultant. 30) FYI Deferred submittals will be charged a deferred submittal fee base on valuation of the portion of work being deferred. Deferred Items shall be listed. Response: Deferred Submittals will be se - - . ' . ' II ••1 . 're if Srinkler, Mechanical Syste (TVF&R and Energy Calculation Forms. Y --'1) City of Tigard files no site permit was issued. 4 Response: Site work grading plans will be submitted separately by Z-Tec Engineering. 32) Provide attached TVF&R forms. Response: TVF&R forms will be submitted separately by owner. tel. • June 30,2006 A71' ' `' CITY OF TIGARD OREGON Elite Care Bill Reed 2300 SW 103° Portland,OR 97225 RE: GRANT STREET ELITE CARE-NEW BUILDING-REVIEW Project Information Building Permit BUP2006-00053 Construction Type: V-A Tenant Name: Grant Street Elite Care Occupancy Type SR-1 Address: 12353 SW Grant St. Occupant Load: unk Area: ,34.279 sq ft Stories: 3 The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2004 edition; and the State of Oregon Fire Code(OFC) 2004 edition.The following information is required in order to complete the review. (First request April 5,2006) STRUCTURAL 1. The structural review was completed by Miller Consulting.The plan review dated January 16,2006, was E-Mailed to Afghan Associates for response (review doc.attached). *NOT RECEIVED— FIRE LIFE-SAFETY-Please provide the following; 2. A building plan view showing the complete building layout with elevations as located on site. 106 *RESPONSE ACCEPTED 6/28/06 3. Required rated wall assemblies chapter 7. 106 *RESPONSE INCOMPLETE—Provide copy of the approved listed rated assemblies 4. Fire protection systems (106.1.1.1 Fire protection system shop drawings Shop drawings for thefm protection system(s)shall be submitted to indicate conformance with this code and the construction documents and shall be approved prior to the stat ofsystem installation. Shop drawings shall contain all information as required 1y the r ferenced installation standards in Chapter 9.) RESPONSE NOT RECEIVED 5. Construction information for interior wall design,connections and gage of metal or wood studs used. OSSC 106 *RESPONSE ACCEPTED 6/28/06 (waiting for structural review approval) 13125 SW Hall Blvd., Tigard, OR 97223(503)639-4171 TDD (503)684-2772 6. Construction information of ceiling if rated floor/ceiling assembly.OSSC 106 *RESPONSE INCOMPLETE—Provide copy of the approved listed rated assembly and designed floor joist system 7. Parapet wall clarification 704 *RESPONSE ACCEPTED—6/28/06 8. Exterior wall projection 704.2 *RESPONSE ACCEPTED—6/28/06 9. Shaft enclosure design details 707 *RESPONSE INCOMPLETE —Provide copy of the approved listed rated assembly 10. Exterior wall opening limitations requirement analysis 704.8 *RESPONSE ACCEPTED—6/28/06 11. Fire resistive rated structural member locations and assembly 714,715 *RESPONSE INCOMPLETE—Provide copy of the approved listed rated assembly 12. Fire/smoke damper locations 716 *RESPONSE INCOMPLETE —What about fire dampers at mechanical penetrations? 13. Smoke detector&manual fire alarm box locations SR107 *RESPONSE ACCEPTED—6/28/06 for smoke detector locations *RESPONSE NOT RECEIVED—manual fire alarm location 14.TVF&R Building survey report for water supply 903 *RESPONSE ACCEPTED—6/28/06 15. Location of staff monitoring area for Sprinkler,fire,smoke detector SR107,907.2.10.1.2.OFC *RESPONSE ACCEPTED—6/28/06 16.Egress path and occupant load 1004, 1013, 1014 (The construction documents shall show in seicient detail the location,construction, size and chamaer of allpotions of the means of gnus in compliance with the protisions of this code. The construct ion documents shall designate the number of occupants to be accommodated on eve yfloor, and in all rooms and spaces. 106.1.2) *RESPONSE NOT ACCEPTED—A. Table 1004.1.2 shall be used for occupant load calculation for I-1 occ. Sleeping area 1/120 etc.B.Halcorridor serves more than 10, clarify 72" requirement SR10108.2.1, 1005 C. Smoke partition and 1 hour wall design required for corridor confirm assembly complies SR104.2 C. Provide egress path of travel lay out.D.Access discharge at exit court 1023 17. Interior exit enclosure design 707, 1009, 1019 *RESPONSE INCOMPLETE —Provide copy of the approved listed rated assembly 18. Stairway design requirements base on occupant load 1009 *RESPONSE INCOMPLETE —A. Occupant load per 16 above B. Landing does not comply with 1009.4 revise. 19.Exit passage way door requirements 1020 *RESPONSE ACCEPTED—6/28/06 20. Doors at landing 1009.4 *RESPONSE ACCEPTED—6/28/06 21.Emergency escape&rescue provisions 1025 and chapter 11 and point of safety SR104.3 *RESPONSE INCOMPLETE—A. Clarify occupant load and area size SR104.3 (l0sgft per person) 22.Locks&latches 1008.1.8.3 *RESPONSE INCOMPLETE —A.Is there controlled egress locks as per SR108.3 23.Point of safety 2od&3°d floors SR104.3.1, 1021 *RESPONSE INCOMPLETE —A. Clarify occupant load and area size SR104.3 (10sgft per person)B. Clarify use of exit passageway per 1020.1 on 2"story. 24.Doors in series 1109.9.4 *RESPONSE ACCEPTED—6/28/06 25.Roof assembly information 2603.2,2603.3,2603.4.1.5,2603.6 *RESPONSE INCOMPLETE —Provide approved 1 hour listingfor roof construction PP per Table 601 26. Safety glazing 2406 *RESPONSE ACCEPTED—6/28/06 GENERAL 27.Accessibility information on bathrooms,walk way etc. 1106, 1107, 1108, 1109 *RESPONSE ACCEPTED— floor plan sheet A6.0-6/28/06 *RESPONSE INCOMPLETE- No site plan showing ADA submit site plan 28. Cover sheet with site plan showing location of building on site with accessibility,parking& accessible route to building entry etc.OSSC 106 *RESPONSE INCOMPLETE—*Not received—Provide cover sheet/site plan 29.Energy forms as required per chapter 13 (106.1.3 Exterior wall envelope) *NOT RECEIVED—Provide forms 30. (Correct deferred submittal language) Deferred submittals:Items which may be deferred include, but are not limited to,the following: Raised floor systems, Glazing systems, Skylights Wooden, steel, or composite floor or roof trusses, suspended ceiling system,retaining walls, Shelving systems and steel storage racks, stairway system etc,will be charged a deferred submittal fee based on the valuation of the portion of the work being deferred.The minimum fee shall be$200.00. This fee is in addition to the project plan review fee based on the total project value. OAR 918-050-0150 Deferred Items: None listed `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 pith a notation indicating that the deferred submittal doc:umentc 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 builling cial Oregon Structural Specially Code Section 1063.4.2" NOT PART OF THIS REVIEW: • Electrical, Fire Sprinklers, Fire Alarms, Mechanical System, Site,& Plumbing SITE 31. Our files show no site permit was issued. Please submit site plan with permit application along with valuation of site work. Complete form to show all impervious area, excavation, grading and fill volumes.Please complete both sides of the form. Forms attached. *NOT RECEIVED—Provide plans and forms 32. Provide attached TVF&R form with permit. *NOT RECEIVED—Provide forms Please provide an item by item response. When submitting revised drawings or additional information,please attach a copy of the enclosed City of Tigard,Letter of Transmittal.The letter of transmittal assists the City of Tigard in tracking and processing the documents. Respectfully, a/ X-3 / Val Henzel, Senior Plans Examiner 04) r 3 ' FILE COPY June 30, 2006 August 9, 2006 Elite Care Bill Reed 2300 SW 103`d Portland, OR 97225 RE: GRANT STREET ELITE CARE-NEW BUILDING - REVIEW Project Information Building Permit: BUP2006-00053 Construction Type: V-A Tenant Name: Grant Street Elite Care Occupancy Type: SR-1 Address: 12353 SW Grant St. Occupant Load: 394 Area: 31,279 sq ft Stories: 3 The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2004 edition; and the State of Oregon Fire Code (OFC) 2004 edition.The following information is required in order to complete the review. (First request April 5,2006, Td response 6/30/06) STRUCTURAL 1. The structural review was completed by Miller Consulting.The plan review dated January 16, 2006, was E-Mailed to Afghan Associates for response (review doc. attached). *NOT RECEIVED— FIRE LIFE-SAFETY-Please provide the following; **New remark*8/9/06 **A. Gates at rd floor exit stairway obstruct landing more than 1/2 distance per 1009.4 revise **B. 2nd story entry stair,What type of stair is used ?winders are not allowed as exit. Provide design to meet intent of code per 1009 2. Required rated wall assemblies chapter 7. 106 *RESPONSE INCOMPLETE—Provide copy of the approved listed rated assemblies 3. Fire protection systems (106.1.1.1 Fire protection system shop drawings.Shop drawings for the fire protection systems)shall be submitted to indicate conformance with this code and the construction documents and shall be approved prior to the start of system installation. Shop drawings shall contain all information as required by the referenced installation standards in Chapter 9.) 4RESPONSE NOT RECEIVED 1 4. Construction information for interior wall design, connections and gage of metal or wood studs used. OSSC 106 *RESPONSE ACCEPTED 6/28/06 (waiting for structural review approval) 5. Construction information of ceiling if rated floor/ceiling assembly. OSSC 106 *RESPONSE INCOMPLETE—Provide copy of the approved listed rated assembly and designed floor joist system 6. Shaft enclosure design details 707 *RESPONSE INCOMPLETE —Provide copy of the approved listed rated assembly 7. Fire resistive rated structural member locations and assembly 714, 715 *RESPONSE INCOMPLETE—Provide copy of the approved listed rated assembly 8. Fire/smoke damper locations 716 *RESPONSE INCOMPLETE —What about fire dampers at mechanical penetrations? 9. Smoke detector& manual fire alarm box locations SR107 *RESPONSE ACCEPTED—6/28/06 for smoke detector locations *RESPONSE NOT RECEIVED—manual fire alarm location 16. Egress path and occupant load 1004, 1013, 1014 (The construction documents shall show in sufficient detail the location, construction, size and character of all portions of the means of egress in compliance with the provisions of this code. The construction documents shall designate the number of occupants to be accommodated on everyfloor, and in all moms and spaces. 106.1.2) *RESPONSE NOT ACCEPTED—C. Smoke partition and 1 hour wall design required for corridor confirm assembly complies SR104.2 (note stairs also included in this enclosure), D. Provide egress path of travel lay out. E.Access discharge at exit court 1023 17. Interior exit enclosure design 707, 1009, 1019 *RESPONSE INCOMPLETE —Provide copy of the approved listed rated assembly 21. Emergency escape&rescue provisions 1025 and chapter 11 and point of safety SR104.3 *RESPONSE INCOMPLETE—A. Clarify occupant load and area size SR104.3 (10sgft per person) 22. Locks &latches 1008.1.8.3 *RESPONSE INCOMPLETE —A. Is there controlled egress locks as per SR108.3 23. Point of safety 2nd& 3`d floors SR104.3.1, 1021 *RESPONSE INCOMPLETE —A. Clarify occupant load and area size SR104.3 (10sgft per person)B. Clarify use of exit passageway per 1020.1 on 2" story. 25. Roof assembly information 2603.2, 2603.3, 2603.4.1.5, 2603.6 *RESPONSE INCOMPLETE —Provide approved 1 hour listing for roof construction per Table 601 GENERAL 27.Accessibility information on bathrooms,walk way etc. 1106, 1107, 1108, 1109 *RESPONSE ACCEPTED— floor plan sheet A6.0-6/28/06 *RESPONSE INCOMPLETE- No site plan showing ADA submit site plan 28. Cover sheet with site plan showing location of building on site with accessibility, parking& accessible route to building entry etc. OSSC 106 *RESPONSE INCOMPLETE—*Not received—Provide cover sheet/site plan 29. Energy forms as required per chapter 13 (106.1.3 Exterior wall envelope) *NOT RECEIVED—Provide forms 30. (Correct deferred submittal language) Deferred submittals: Items which may be deferred include, but are not limited to,the following: Raised floor systems, Glazing systems, Skylights Wooden, steel, or composite floor or roof trusses, suspended ceiling system, retaining walls, Shelving systems and steel storage racks, stairway system etc,will be charged a deferred submittal fee based on the valuation of the portion of the work being deferred.The minimum fee shall be $200.00. This fee is in addition to the project plan review fee based on the total project value. OAR 918-050-0150 Deferred Items: None listed "Documents for deferred submittal items shall be submitted to the registered design professional in responsible charge who shall review them andfonward 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 ofcial Oregon Structural Specialty Code Section 106.3.4.2" NOT PART OF THIS REVIEW: • Electrical, Fire Sprinklers, Fire Alarms, Mechanical System, Site, & Plumbing SITE 31. Our files show no site permit was issued. Please submit site plan with permit application along with valuation of site work. Complete form to show all impervious area, excavation, grading and fill volumes. Please complete both sides of the form. Forms attached. *NOT RECEIVED—Provide plans and forms 32. Provide attached TVF&R form with permit. *NOT RECEIVED—Provide forms Please provide an item by item response. When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard, Letter of Transmittal.The letter of transmittal assists the City of Tigard in tracking and processing the documents. Respectfully, ValMfenzel8/9/06 Val Henzel, Senior Plans Examiner j/AA Y August 28,2006 , 44- CITY a 4 CITY OF TIGARD OREGON Elite Care Bill Reed 2300 SW 103°d Portland,OR 97225 RE: GRANT STREET ELITE CARE-NEW BUILDING—REVIEW#4 Project Information Building Permit BUP2006-00053 Construction Type: V-A Tenant Name: Grant Street Elite Care Occupancy Type SR-1 Address: 12353 SW Grant St. Occupant Load: 394 Area: 31,279 sq ft Stories: 3 The plan review was performed under the State of Oregon Structural Specialty Code (OSSC)2004 edition; and the State of Oregon Fire Code(OFC) 2004 edition.The following information is required in order to complete the review. (First request April 5,2006,2°d request 6/30/06,3`d request 8/9/06) STRUCTURAL 1. The structural review was completed by Miller Consulting.The plan review dated January 16,2006, was E-Mailed to Afghan Associates for response (review doc. attached). RESPONSE RECEWED 8/14/06 sent structural to Miller for review— FIRE LIFE-SAFETY-Please provide the following; * New remark*8/9/06 A.Gates at 2"d floor exit stairway obstruct landing more than 1/2 distance per 1009.4 revise Stairway landings. RESPONSE NOT ACCEPTED 8/24/06—Response received addressed exit separation.This issue is a doors opening onto a landing where as the door shall not reduce the landing to less than one-half the required width. When fully open,the door shall not project more than 7 inches into a landing. B. 2"d story entry stair;What type of stair is used?winders are not allowed as exit. Provide design to meet intent of code per 1009.8 RESPONSE NOT ACCEPTED 8/24/06—The issue is the means of egress stairway where the code states"Winders are not permitted in means of egress stairways except within a dwelling unit." 2. A building plan view showing the complete building layout with elevations as located on site. 106 RESPONSE ACCEPTED 6/28/06 13125 SW Hall Blvd., Tigard, OR 97223(503)639-4171 TDD (503)684-2772 • 3. Required rated wall assemblies chapter 7. 106 RESPONSE NOT RECEIVED 6/28/06—Provide copy of the approved listed UL or other approved listed agencies rated assemblies for all rated walls,floor/ceiling and roof 4. Fire protection systems (106.1.1.1 Fin pretection system shop drawings. Shop drawings for thefinepmmtection rystem(s)shall be submitted to indicate conformance with this code and the construction documents and shall be(oreved prior to the start ofgsters installation.Shop drawings shall contain all information ar required by the referenced installation standarrir in Chapter 9.) RESPONSE ACCEPTED 8/24/06 5. Construction information for interior wall design,connections and gage of metal or wood studs used. OSSC 106 RESPONSE ACCEPTED 6/28/06 (waiting for structural review approval) 6. Construction information of ceiling if rated floor/ceiling assembly. OSSC 106 RESPONSE PARTIALLY ACCEPTED 6/28/06—Construction information received thank you. Please Provide a copy of the approved listed rated assembly STC 50 system and the TJI designed floor system used. 7. Parapet wall clarification 704 RESPONSE ACCEPTED—6/28/06 8. Exterior wall projection 704.2 RESPONSE ACCEPTED—6/28/06 9. Shaft enclosure design details at elevator and stairs 707 RESPONSE PARTIALLY ACCEPTED 6/28/06—Construction information received thank you. Please Provide a copy of the approved listed rated assembly STC 50 system for one hour assemblies and ESR-1153 and PFC 4354 system information for the two hour assemblies . 10. Exterior wall opening limitations requirement analysis 704.8 RESPONSE ACCEPTED—6/28/06 11. Fire resistive rated structural member locations and assembly 714,715 RESPONSE PARTIALLY ACCEPTED 6/28/06—Construction information received thank you. Please Provide a copy of the approved listed rated assembly STC 50 system for one hour assemblies and ESR-1153 and PFC 4354 system information for the two hour assemblies . 12. Are there Fire/smoke damper and if so where are they located 716 RESPONSE PARTIALLY ACCEPTED 6/28/06—What about fire dampers at mechanical penetrations? RESPONSE ACCEPTED 8/9/06 13. Smoke detector&manual fire alarm box locations not shown on plans. SR107.3 RESPONSE PARTIALLY ACCEPTED—6/28/06 for smoke detector locations.What about location of manual fire alarm boxes RESPONSE ACCEPTED 8/24/06 deferred item 14.TVF&R Building survey report for water supply 903 RESPONSE PARTIALLY ACCEPTED-6/28/06 to be separately submitted by owner ok,do you have a time frame for me? 8/24/06 No information received,forms attached please fill out and return thank you for your assistance in this. 15.Location of staff monitoring area for Sprinkler,fire,smoke detector SR107,907.2.10.1.2.OFC RESPONSE ACCEPTED—6/28/06 16.Egress path and occupant load 1004, 1013, 1014 (The=striation documents shall show in sufficient detail the location, construction,size and character of allportions of the means of egress in compliance with thepmitrions of this code. The construction documents shall designate the number of occupants to be accommodated on eveyfloor,and in all moms and spam. 106.1.2) RESPONSE PARTIALLY ACCEPTED 6/28/06-Thank you for your response on the egress path information and on 8/9/06 the occupant load issue with the corridor.Please provide information on the exit discharge into the Porte Cochere(exit court)example,is it rated and sprinkled is there glazing etc.this area needs to comply with section 1023 and section 1023.5. A. Table 1004.1.2 shall be used for occupant load calculation for I-1 occ. Sleeping area 1/120 etc. B. Hall/corridor serves more than 10, clarrify 72"requirement SR10108.2.1, 1005 C. Smoke partition and 1 hour wall design required for corridor confirm assembly complies SR104.2(note stairs also included in this enclosure) D.Provide egress path of travel lay out E.Access discharge at exit court 1023 17. Interior exit enclosure design at exit passageway 707, 1009, 1019 RESPONSE PARTIALLY ACCEPTED 6/28/06-Construction information received thank you. Please Provide a copy of the approved listed rated assembly STC 50 system for one hour Assemblies and ESR-1153 and PFC 4354 system information for the two hour assemblies . 18. Interior stairway design requirements base on occupant load for door location and landing size 1009 RESPONSE PARTIALLY ACCEPTED 6/28/06 -response to landing at corridor location and door swing accepted. Please provide occupant load count as required per# 16 above. RESPONSE ACCEPTED 8/9/06 occupant load 19. Exit passage way door requirements at 2hr wall location1020.2 RESPONSE ACCEPTED—6/28/06 20. Doors swing in at landing on interior stairway 1009.4 RESPONSE ACCEPTED—6/28/06 21. Emergency escape&rescue provisions 1025 and chapter 11 and point of safety SR104.3 RESPONSE PARTIALLY ACCEPTED 6/28/06 —Thank you for clarifying points of safety areas also plan shows area of refuge located on 2ad floor.Please provide occupant load count as per#16. RESPONSE ACCEPTED 8/9/06 22. Locks&latches 1008.1.8.3 RESPONSE PARTIALLY ACCEPTED 6/28/06— Is there controlled egress locks as per SR108.3 RESPONSE ACCEPTED 8/24/06—GPS network system (no controlled egress locks) 23.Point of safety god&3a1 floors SR104.3.1, 1021 RESPONSE PARTIALLY ACCEPTED 6/28/06—Thank you for clarifying points of safety areas I also need to confirm location is adequately sized as required by SR104.3(10sgft per person) Please clarify compliance.You also call the rd story point of safety a sitting area and an exit passage way,please Clarify use of exit passageway per 1020.1 this section states this area can not be used for anything except as an exit.. 24.Doors in series 1109.9.4 RESPONSE ACCEPTED—6/28/06 25. Roof assembly information 2603.2,2603.3,2603.4.1.5,2603.6 and Table 601 (1 hour roof required) RESPONSE PARTIALLY ACCEPTED 6/28/06—Construction information received thank you. Please Provide a copy of the listed rated assembly for the one hour roof system. 26. Safety glazing 2406 RESPONSE ACCEPTED—6/28/06 GENERAL 27.Accessibility information on bathrooms,walk way etc. 1106, 1107, 1108, 1109 RESPONSE PARTIALLY ACCEPTED 6/28/06-Thank you for the floor plan sheets A6.0-6/28/06, There is no site plan attached please submit site plan cover sheet to go with plans for review. RESPONSE ACCEPTED 8/24/06 28. Cover sheet with site plan showing location of building on site with accessibility, parking&accessible route to building entry etc.OSSC 106 RESPONSE NOT RECEIVED 6/28/06—*Not received—Please provide cover sheet with site plan RESPONSE ACCEPTED 8/24/06-Thank you for your submittal 29. Energy forms as required per chapter 13 (106.1.3 Exterior wall envekpe) RESPONSE PARTIALLY ACCEPTED 6/28/06 I will await there submittal RESPONSE ACCEPTED 8/24/06 Thank you for your submittal 30.Deferred submittals: Items which may be deferred include,but are not limited to,the following. Raised floor systems,Glazing systems,Skylights Wooden,steel,or composite floor or roof trusses,suspended ceiling system,retaining walls,Shelving systems and steel storage racks, stairway system etc,will be charged a deferred submittal fee based on the valuation of the portion of the work being deferred.The minimum fee shall be$200.00. This fee is in addition to the project plan review fee based on the total project value. OAR 918-050-0150 Deferred Items: 8/24/06 Structural floor framing shop drawings "Documents for deferred submittal items shall be submitted to the registered design professional in responsible charge who shall renew 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 off ail Oregon Structural Specialty Code Section 106.3.4.2" RESPONSE ACCEPTED 8/24/06 NOT PART OF THIS REVIEW: • Electrical, Fire Sprinklers, Fire Alarms, Mechanical System, Site,& Plumbing SITE 31.Our files show no site permit was issued.Please submit site plan with permit application along with valuation of site work.Complete form to show all impervious area,excavation,grading and fill volumes.Please complete both sides of the form. Forms attached. RESPONSE PARTIALLY ACCEPTED 6/28/06 I will await there submittal RESPONSE RECEIVED 8/24/06—Form incomplete please complete page 2 of form(attached) 32.Provide attached TVF&R form with permit. RESPONSE PARTIALLY ACCEPTED 6/28/06 I will await the owners submittal. Please clarify when that will be. 8/24/06 No information received,forms attached please fill out and return thank you for your assistance in this. Please provide an item by item response. When submitting revised drawings or additional information,please attach a copy of the enclosed City of Tigard,Letter of Transmittal The letter of transmittal assists the City of Tigard in tracking and processing the documents. Respe , Val Henzel, Senior Plans Examiner City of Tigard: Site Work Permit Checklist Page 2 -Supplemental Information Commercial, Multi-Family and One- and Two-Family Dwellings: No permit is required if fill is less than 50 yards (5 dump truck loads), or less than 3 feet deep and will not be supporting a structure. If a building will be constructed on the fill, it must be engineered fill. If fill is in a flood plain, drainage way, or wetland, the applicant must apply for a sensitive lands review (SLR). Please complete all items below, unless otherwise noted. Excavation Volume: cu. yds. Grading Volume: (Soils report required for>5,000 cu. yds.) cu. yds. Fill Volume: (Fill exceeding 12" in depth shall be compacted to 90%of maximum density) cu. yds. Retaining structure? (Check one) ❑ Rock ❑ CMU ❑ Concrete ❑ Other: *Total new impervious area including all buildings, sidewalks, and paving: sq• ft Site Utilities Plumbing Work: Complete the Plumbing Permit Application for site utilities plumbing work. Plans Required: See "Site Work Permit Application - Plan Submittal Requirements" attached. The following must accompany this application: ❑ Site Plan with Vicinity Map showing 0 *Parking (including ADA) and ADA compliance Lighting Plan ❑ Grading Plan and details ❑ *Landscaping Plan ❑ Erosion Control Plan and details 0 Soils Report (if required) 0 Retaining Structures *Does not apply to One- and Two-family dwellings. #of Plans TYPE OF SUBMITTAL Required at (Includes New, Additions or Alterations) Submittal Commercial 2 Multi-Family R-1 Occupancy 2 One- & Two-Family Dwelling 2 I:\Budding\Permits\.SIT-PermitApp.doc 06/26/06 2 Fire Marshal's Offices V J North Division-14480 SW Jenkins Rd.,Beaverton,OR 97005•PH(503)356-4700•Fax(503)644-2214 1 Li \�,�/ ii �;, South Division-7401 SW Washo Ct.,Ste.101,Tualatin,OR 97062 •PH(503)612-7000•Fax(503)612-7003 Tualatin Valley Fire & Rescue BUILDING SURVEY REPORT USE AND APPLICATION INSTRUCTIONS A. GENERAL: The purpose of this Survey Report is to provide information on a building or structure that will give a complete description of the construction and occupancy use. The survey will then serve to provide building documentation to evaluate the construction and occupancy requirements during maintenance inspections and for firefighters to develop pre-fire plans which aid them in fire fighting and rescue. The requested information shall be based on the provisions contained in laws and regulations adopted by the state, county,city and fire district. It is essential that this survey be thorough and complete. If changes occur,after the survey, documented changes shall be forwarded to the fire district through the building department upon issuance of the Certificate of Occupancy. B. WHEN REQUIRED: When a building permit is required by the Oregon Structural Specialty Code or the Oregon Residential Specialty Code, except the following: 1. Minor remodels or tenant improvements 2. Group R3 Occupancies 3. Agricultural buildings as defined in ORS Section 455.315 4. Group B,F,M, R, S and U occupancies that are less than 4,000 square feet ground floor area or less than 20 feet from the lowest finished floor to the highest finished ceiling. C. BUILDING SURVEY REPORT-GENERAL INSTRUCTIONS: The survey report lists items,comments,and alternate materials and methods to be reported. Each item must be answered as per the instructions. Answers such as"checlanarks", "O.K." and "N.A." are not appropriate. Each item requires a meaningful answer such as, "None"or"None Required", if that is the condition. Alternate Materials,Methods,or Appeals When alternate materials or methods or appeals are approved by the building code official,the letters "AMM"or"APP" shall be placed in the column titled"COMM"(Comments)corresponding to the item that was altered or appealed. A short statement shall be entered into the"Alternate Materials or Methods/Appeals"section and documentation signed by the building code official shall be submitted with the survey form. If Alternate Materials or Methods are used after the survey is complete and submitted, a copy of the Alternate Material or Method signed by the building code official shall be forwarded to the fire district. Conflicts with Current Code If working with existing construction and there are current code conflicts with the remodel or when there are extenuating or unusual circumstances,place the letters "SC"(See Comments)in"COMM"column and note the circumstance in the"Comments"section. Attachments to the Survey When there are attachments,place the letters "SA"(See Attachments),in the"COMM"column. When there are photographs,place the letters"SP"(See Photographs)in the"COMM"column. The number of attachments is to be indicated at the end of the report in the space provided. Abbreviations At the end of this set of instructions is a list of abbreviations that shall be used to fill out the building survey form. If the abbreviations do not adequately describe the construction, please spell out the assembly. Please do not use abbreviations that are not included in the attached sheet. Preparation and Submittals All reports and attachments prepared shall be legibly printed or typed. A copy of the form on paper or over the Internet may be obtained from Tualatin Valley Fire&Rescue at www.tvfr.com. Separate Survey Forms A separate survey report shall be completed for each building. Unlike the OSSC the survey form looks at buildings under one roof structure as one building except where pedestrian walkways connect two buildings. As a guide, if a building permit is needed,a survey is needed. D. COMPLETING FORM- HEADINGS The first part of the report deals with the name,location and management of the facility and should be thoroughly completed as the fire district permanent record is based on this information. This form furnishes the necessary information as to whom and where letters of deficiencies should be directed. FMZ (to be filled out by TVF&R) This is the number assigned to all facilities and occupancies by Tualatin Valley Fire and Rescue. For new buildings this will be used to start the building maintenance inspection file. If you see this on a building survey report after the fire district has received it and filled in the FMZ you will see a number that looks like 6887B-048-003. The first 5 digits indicate a%4 square mile in the district(based on a statewide grid); the next three digits indicate a building within that square mile and the last three digits indicate an occupant in the building. This numbering system is used for file maintenance. Code Edition Indicate the edition year of the code(s)that is used to review and construct the building. If the building is constructed with the 2003 Edition of the OSSC and the 2003 Edition of the OMSC then note"03OSSC, 03OMSC, etc." For remodeled buildings please indicate with a"R"in front of the year of the edition of the code that the remodel is made under, i.e. RO3OSSC. Name of Facility A facility is a site with two or more buildings on it. Where facilities have names,the name of the facility shall be inserted under this heading,i.e. Nike World Campus, Intel, etc. If the facility is not named or there is only one building,the proper information in this space is "None". Name of Building Complete the building name or if there is no name for the building fill in a generic term that will describe the use of the building,i.e. Bldg. 4 or Joe Jackson Bldg. or office bldg., etc. If the buildings are renamed during construction or as the Certificate of Occupancy is issued, please send these changes to the fire marshal's office. Address Insert the actual street address of the facility (building). Do not use a Post Office Box. If the address is for a facility please include the designation of the building if available, i.e. 12345 SW 124th Bldg. 28 or 12345 SW 124th Joe Jackson Bldg. Owner The name of the owner or responsible party is to be provided under this heading. This can be an individual or a company. If a company and a responsible individual's name is known please include this information. Telephone Number This is the number where the building owner can be reached;including the area code. Architect,Telephone No. and Address This information will be used if additional information is needed for the facility and or building. Please include the phone area code. Contractors Name and Phone Number(not found on form) This information is not included on the form because it is not needed to conduct maintenance inspections but is very helpful to make contact during an emergency while the building is under construction. Please include the phone area code. E. BUILDING DESCRIPTION 1. Occupancy: Type. The principal occupancy classification of the building shall be indicated in this space i.e. M, Si, etc. Frequently a single building may house several occupancies of different types. For example, a building may house a private school consisting of classrooms, etc.,in one portion and dormitories in another; or a public school may house classrooms in one portion and have an auditorium in another section. When this occurs,it is necessary to explain by a general "SC"in the comments section, and so noted on an attached floor plan. Use. Give the general use with a generic term, i.e. foundry,educational, beauty shop, apartments with the number of units,bus station, etc. Capacity: The only rooms or buildings that need to be reported are those that are required to be posted by the OSSC.The capacity shall be determined in the manner set forth by OSSC. In licensed facilities, indicate the number of licensed ambulatory and/or non-ambulatory occupants and the age range. In non-licensed facilities,indicate the maximum occupant load of the building. In multi-use buildings or rooms indicate by room the capacity for each use,the nature of the use and the occupant load factor used. Example: Conference Rm#105 500 (@ 7) Dining Rm#105 233 (@ 15) Conference Rm#206 65 (@ 15) 2. Construction Type and Year Built: In dealing with types of construction,refer to the classifications by the OSSC. Construction is divided into five principal types. Be sure to indicate if one hour fire- resistive(See O.S.S.C. Chapters 5 and 6). The age of the building is indicated by date of construction. If this form is being filled out for a remodel then place"R"in front of the date. 3. Area(Sq.Ft.):Be sure to include the usable areas that are covered by roof like drive through areas, apartment balconies, etc. Total: The area of a building is the total area of the ground floor(footprint)and shall not be misconstrued as the total area of all floors. The area should be indicated in square feet. Largest Floor:Fill this in if different than other floors above the ground floor,otherwise use None. Area of Basement: The total area of the basement(or basements where there is more than one)should be indicated in square feet. Indicate where basements are sprinkler protected with"AS". Usable spaces under main floor shall be noted in the basement space. 4. Stories in Height: Under this heading,the maximum height of the building in stories shall be indicated. If a portion is a different height,provide an elevation sketch to illustrate the various heights. Indicate Yes or No if building is classified as a High Rise. 5a.Exterior Wall Construction: Construction material used in exterior walls shall be indicated by identifying the type of construction materials. Give the required fire resistive rate of the wall(s)by wall indicating direction(N, S,E,W), i.e. N-WF-1hr. See abbreviations at the end of this instruction book. If the entire building is fire resistive construction there is no need to indicate the fire resistive construction of the walls unless a different fire resistive rating is required. As an example the building is one hour construction throughout, but the north wall, due to location to property line, is required to be 2 hour fire resistive construction. 5b.Opening Protection: If openings do not require protection,indicate by stating"None". If openings are required to be protected,indicate by stating"Yes". Where openings are required to be protected indicate the side(N, S, E,W)of the building. If other than a normal 3/4 hour fire resistive fire-assembly, then indicate AMM in the"COMM"column and attach the building official's signed documentation at the end of the survey. 6. Interior Wall Construction:This item covers interior room walls and ceilings. The sequence of description of walls is from either side, i.e. GLP on SF (Gypsum Lath& Plaster on Steel Frame). Ceilings shall be described from the room side working up,i.e. GB on WT(Gypsum Board on Wood Truss). 7. Floor Construction: Floors shall be described starting from the top surface and working down. Use the same method as describing a wall. It is important to include floor covering, floor, sub-floor, framing and ceiling. When you have a multi-story building,the floor and roof are quite often a part of a required floor-ceiling or roof-ceiling assembly. If a fire resistive rating is required other than the requirements of the building construction, indicate the fire resistiveness required. 8. Roof Construction: Indicate type and class of roof covering,sheathing,type of roof support construction material,sizes,spacing. If classified roofing is required then indicate the class, i.e. RBC- RS-1 etc. Describe from the top down. 9.Attic Draft Stops: Indicate Yes or No if the attic is divided with draft stops or not and the number of stops(3,000 sq. ft. areas,9,000 sq. ft. if protected by an automatic fire sprinkler system). If draft stop(s) is (are)installed, explain the materials use. If openings are installed, explain how the openings are protected. If no stops are required,indicate"None Required". 10a&b.Occupancy Separation -Walls and Opening Protection (OSSC Chapter 3) lla&b.Fire Walls -Walls and Opening Protection (OSSC Chapter 7) 12a&b.Smoke Barrier- Walls and Opening Protection. These three items are intended to indicate the three types of separations,the number of such separations and their construction. Describe their construction the same as exterior walls,Item 5 in these instructions. In buildings with area separation walls,include a block diagram of the building that will note the compass direction,the types of construction on each side of the wall and ground floor areas on each side of the wall. 13a&b and 14a&b. Corridor Walls and Ceilings and Opening Protection: Where corridor wall and ceiling construction is required to be of fire resistive construction,they shall be described in the same manner as for an exterior wall(Item 5 in these instructions), except the sequence shall be from the corridor side out. The building floor plan shall clearly show the corridors that require protection with construction, sprinklers and/or smoke detectors. If the corridor(s)is required to be fire resistive construction and one of the exceptions are used from Chapter 10 of the OSSC,indicate the exception used. If additional space is needed to describe corridor condition, or the OSSC exception used put an"SC"in the"COMM"column and explain under "Comments. • 15a&b.Shafts and Opening Protection: Vertical shafts, (other than stairways) include laundry and trash chutes,heat or ventilation shafts,plumbing or other. Report construction,fire resistive rating of shafts and opening protection. 16a&b.Stair Enclosures and Opening Protection: (OSSC Chapter 10) Stairway enclosures shall include type of enclosure; such as smoke-proof enclosure, enclosed stairway, or open stairway. Report construction,fire resistive rating,and opening protection. 17.Stairs:Describe the number of stairs i.e. 1, 2, etc. If a remodel and the number or width is inadequate, put an"SC"in the"COMM"column and elaborate under"Comments". Their location is to be shown on the building plan. 18. Ramps: Describe the number of ramps i.e. 1, 2,etc. and their slope. Their location is to be shown on the building plan. 19. Interior Finish:Describe any unusual materials that are being used for wall coverings. Include documentation. Materials that might be included is carpet that is used on the walls and/or ceiling. If the walls(and ceilings)are covered then indicate painted,wall papered, wall vinyl covering, etc. 20. Exits: Indicate total number of exits and total exit width. The exit width,the exit locations and their individual widths are to be clearly defined on the building plan. If rooms such as multipurpose rooms are located in the building, additional information regarding the number of exits and widths shall be included in the comments section. 21. Exit Hardware: Describe the type of hardware used, such as panic, fire rated panic, or knob. Swing of doors shall be indicated on the building chart floor plant. 22a&b Exit Signs and Emergency Lighting: Give any information relating to the secondary power supply that is being used, i.e. UPS,battery in the unit,generator(fuel type), etc. 23. Automatic Sprinklers: Indicate by a"Yes"or"No","F"ull or"P"artial coverage. If a partial system, describe the areas covered,otherwise the system will be considered as full protection. On the plans, show the location of all of the underground piping,the size and type of pipe, and the location of the fire department connection(s). 24.Standpipes: Insert the class of standpipes and their locations. On the building plans show the location(s)of the outlets,the underground(size and type for class II and III standpipe systems)and the Fire Department Connections(for class I and III standpipe systems). 25.Fire Alarm Type and Coverage: Indicate"Yes"or "No","F"ull coverage or"P"artial coverage and specify type of alarm(local or remote central station supervised,etc.). If the system is a partial system describe the areas where it is installed. If the system is a full coverage system then it is assumed that it complies with NFPA 72. If there is no fire alarm required,indicate by "Not Required";however,if a partial fire alarm system is installed describe the area that it is installed in. 26. Heating,Ventilation and Air Conditioning: Indicate what type system is being used, such as central,fan coil, unit heaters,vented wall furnace, etc and the type of fuel. Fire resistive enclosure If an enclosure is provided(see special Hazard Sections under OSSC Chapter 3), indicate construction and opening protection, mark"SC"in"COMM"column and explain under"Comments". 27. Electrical: Specify type of wiring used, such as knob and tube, non-metallic sheathed cable (Romex), steel conduit, plastic conduit,etc. Also,indicate method of circuit protection,such as circuit breakers,screw type fuses,etc. 28. Stage or Platform: If the building has a stage or platform,indicate"Yes"and what it is,"Stage or Platform". If building does not have either, write"None". Include any comments concerning vents and sprinklers if required. Projection booths will be dealt with in the same manner as stages and platforms. 29. Hazardous Areas: Describe the hazard involved. Chemicals,Flammable/Combustible Liquids, Spray Painting, Etc. Please include a copy of the materials inventory and quantities (stored,in-use open and in-use closed)that was submitted to the building department as an attachment. 30. Other: Use this item to report on any building construction feature not specifically covered by the specific items of the report. Items such as portable fire extinguishers may be included here if installed as part of the new construction. Comments: If the"Comments"section is not large enough to accommodate the comments that are needed, feel free to attach additional pages titling each page"Additional Comments page 1 of X, 2 of X, 3 of X, etc."In the bottom of the"Comments"section on page 2 of 2 of the survey indicate the added number of pages of comments. Alternate Materials or Methods/Appeals (See Page 1) A numbered short description(title)for each alternate material or method or appeal that is approved shall be noted in this section and the documentation shall be submitted as an attachment to the survey form with the same corresponding number and title. Thank you,for your cooperation in filling out the building survey form.This will help the fire district's prevention officers maintain all of the fire and life safety features that you,the building departments,engineers,designers and builders worked so hard to build into the building.It will also be invaluable to the firefighters of the fire district in preparing pre-fire plans for future emergencies F.To be used by Tualatin Valley Fire and Rescue. Inspected By:The deputy checking during the first maintenance inspection after the Certificate of Occupancy is issued should sign the report. See Verification below. Number of Attachments: Every survey report is to be accompanied by at least one set of plans. The total number of extra sheets attached to the Survey Report is to be shown here. Reviewed By:The signature of the person reviewing the report and the date reviewed are to be indicated. Verification: The deputy for reference shall use the building survey report if needed at the time of each inspection. During the first inspection the DFM should verify that the information has been correctly filled out. If subsequent inspections to the original survey reveal any changes to the structure or occupancy, and the changes are significant, a new building permit may be needed for the changes in the building structure or for a change of occupancy. ABBREVIATIONS GENERAL: G Gypsum SR See Remarks GB Gypsum Board SC See Comments GT Gypsum Tile/Panel SA See Attachment RS1 Class 1 Roofing System AGA American Gas Association Certified RS2 Class 2 Roofing System UL Underwriters Laboratories Listed RS3 Class 3 Roofing System FM Factory Mutual Listed SP Special Purpose Roofing System AMM Alternate Materials and Methods Com RS Common Roofing System(no requirements) APP Appeals WALLS & CEILINGS: TIME RATINGS: Use whole numbers or fractions;i.e.,for FLP Fiberboard Lath&Plaster/Stucco a twenty-minute rating,use 1/3H,for a one and one-half hour FT Fiberglass Tile/Panel rating,use 1 1/2H,etc. GBW Solid Gypsum Wall(no studs) CONSTRUCTION MATERIALS: GBP Gypsum Lath Plaster Stucco A Aluminum LPC Luminous Plastic Ceiling AF Aluminum Frame MLP Metal Lath&Plaster/Stucco AS Aluminum Siding/Sheathing MT Mineral Tile/Panel C Concrete SSC Suspended Steel Grid Ceiling CD Concrete Deck SSA Suspended Aluminum Grid Ceiling CP Prestressed Concrete WFT Fiberboard Tile/Panel CR Reinforced Concrete WLP Wood Lath&Plaster Stucco CS Concrete Slab WWP Wire,Paper&Plastic/Stucco M Masonry MH Hollow Masonry(Cinder,Clay,Glass Blocks) MISCELLANEOUS: MS Solid Masonry(Brick,Stone,Tile,Etc.) MV Masonry Veneer ASB Asbestos MFC Filled Concrete Block P Plastic MHC Hollow Concrete Block PG Plain Glass S Steel WG Wire Glass SF Steel Frame SS Steel Siding/Sheathing SFP Protected Steel Frame OPENING PROTECTION: SFU Unprotected Steel Frame OP Openings Protected by... STP Protected Steel Truss CUP Openings Unprotected W Wood DF Fire Door WD Wood Deck DN Door with No Fire Resistance WF Wood Frame FS Fire Shutter WS Wood Siding/Sheathing FW Fire Window WT Wood Truss FD Fire Damper WGL Glued Laminated Wood SD Smoke Damper WPB Wood Plank&Beam FSD Fire Smoke Damper WPG Wood Post&Girder F Fixed WFB Wood Fiberboard/Particleboard AC Automatic Closing WPL Wood Paneling SC Self Closing PLY Plywood FL Fusible Link PC Products of Combustion IPC Invisible Products of Combustion ROOFING SYSTEMS: DHR Door Holder-Release Device RBC Fire Retardant Built-up Composition Roof RS Fire Retardant Shingles RTR Fire Retardant Tile Roof INTERIOR FINISH: RM Fire Retardant Metal Roof IF 1 Class 1(0-25) OR Ordinary Roof IF2 Class 2(26-75) OS Ordinary Wood Shingle/Shake IF3 Class 3(76-200) OM Ordinary Metal Roof IFC Combustible Fire Marshal's Offices L V North Division-14480 SW Jenkins Rd.,Beaverton,OR 97005•PH(503)356-4700•Fax(503)644-2214 South Division-7401 SW Washo Ct.,Ste.101,Tualatin,OR 97062•PH(503)612-7000• Fax(503)612-7003 Tualatin Valley Fire & Rescue Building Survey Report FMZ : (to be filled out by TVF&R) Code Edition: Name of Facility: Name of Building: Address: Owner: Telephone No. ( Architect: Telephone No. ( ) Architect Address: ITEM COMM DESCRIPTION 1. Occupancy Type Use Capacity 2. Construction Type Year Built 3. Area(Sq.Ft.) Total Largest Floor Basement 4. Stories No. Height High Rise ❑Y ❑N 5 a. Exterior Wall Construction b. Opening Protection 6. Interior Wall Construction 7. Floor Construction 8. Roof Construction 9. Attic Draft Stops No. 10a. Occ.Sep.Wall Construction No. b. Opening Protection 11a. Fire Wall Construction No. b. Opening Protection 12a. Smoke Barrier Wall Construction No. b. Opening Protection 13a. Corridor Wall Construction b. Opening Protection 14a. Corridor Ceiling Construction b. Opening Protection 15a. Shafts No. Type b. Opening Protection • Building survey Report FMZ : (to be filled out by TVF&R) Name of Facility: ITEM COMM DESCRIPTION 16a. Stair Enclosure No. b. Opening Protection 17. Stairs No. 18. Ramps No. 19. Interior Finish Class Room Corridor Exit Enclosure 20. Exits No. Total Width 21. Exit Hardware Type 22a. Exit Signs/Illumination b. Emergency Lighting 23. Auto Sprinlder Coverage 24. Standpipe Class/Locations 25. Fire Alarm Type/Coverage 26. Heating,Ventilation&Air Conditioning Type Fuel 27. Electrical Installation 28. Stage/Platform 29. Hazardous Area 30. Other Comments: Alternate Materials&Methods TVF&R Use Only Inspected By: Date No.Attachments Reviewed By: I Date Updated Wp Fire Marshal's Offices 1 North Division-14490 SW Jenkins Rd.,Beaverton,OR 97005-(503)3564700-Fax(503)844-2214 Tualatin Valley South Division-7401 SW Washo Court,Ste 101,Tualatin,OR 97062-(503)612-7000-Fax(503)612-7003 Fire & Rescue Excel Automated Fire Flow Worksheet Instructions 1. Scope The following lists the procedure for determining required fire-flows using the Excel spreadsheet located on the TVF&R website.The calculations are derived from the 2003 IFC Appendix B as amended by TVF&R Fire Prevention Ordinance 04-01. 2. Definitions A. Fire Area is the floor area used to determine the required fire flow(sq ft). B. Occupancy Hazard is the degree of fire hazard for a particular business or building use. This is related to the amount of available fuel and the intensity of the fire. C. Fire Flow is the flow rate of water supply available for fire fighting measured at 20 psi residual pressure. 1. Applicable fire flow is maximum amount of water flow the fire department resources can produce (3,000 GPM). It also describes the acceptable levels of loss the fire district is willing to occur in a single fire. 2. Required fire flow is calculated water flow required to fight a fire in a specific building and occupancy hazard (GPM). 3. Modifications to Required Fire Flow The Fire Marshal may reduce fire flow requirements for isolated buildings or a group of buildings in Waal areas or small communities where the development of full fire-flow requirements is impractical. The fire flow requirements .. q may be increased where conditions indicate an unusual susceptibility to group fires or conflagrations. A modification shall not be more than twice that required for the building under consideration. 4. Fire Area A. General: The fire area shall be the total floor area of all floor levels within the exterior walls and under the horizontal projections of the roof of a building,except as modified in this section. B.Area Separation: Portions of buildings separated by fire walls without openings constructed in accordance with the Oregon Structural Specialty Code may be considered as separate fire areas for determining the required fire flow. C.Type IA and Type IB yp yp Construction: The fire area of buildings constructed of Type IA and Type IB construction shall be the area of the three largest successive floors. D. Open Parking Garages: Fire-flow calculation area for open parking garages shall be determined by the area of the largest floor. 5. General Building Information a. Complete the building information. b. Choose a construction type from the drop down list. c. Enter Total Bldg and Fire Area(see definitions above for details) d. At this point the spreadsheet will automatically calculate the Bldg Fire Flow. 6. Occupancy Hazard(Section A) a. If building is a single occupancy hazard,enter total fire area in square footage under a single hazard class (see occupancy hazard factors below). b. If building contains multiply occupancy hazards,enter the fire area in square footage for each occupancy hazard class (see occupancy hazard factors above). c. The Building Fire Flow will automatically to be calculated and entered on Line A3. Occupancy Hazard Multiple Factor. Light Hazard Occupancies 1.00 Ordinary Hazard(Group 1) 1.20 Ordinary Hazard(Group 2) 1.30 Extra Hazard(Group 1) 1.40 Extra Hazard(Group 2) 1.50 Example of hazard classification-The following examples represent the norm for those occupancy types. Unusual or abnormal fuel loading,combustible characteristics and potential changes in these characteristics must be considered when classifying the occupancy. A. Light Hazard. Occupancies or portions of occupancies where the quantity and/or combustibility of contents is low and fires with relatively low rates of heat release are expected. This would include occupancies having conditions similar to: Churches Clubs Eaves and overhangs,if combustible construction with no combustibles beneath Educational Hospitals Institutional Libraries,except large stack rooms Museums Nursing or Convalescent Homes Office,including Data Processing Residential Restaurant seating areas Theaters and Auditoriums excluding stages and prosceniums Unused attics. B. Ordinary Hazard(Group 1). Occupancies or portions of occupancies where combustibility is low,quantity of combustibles is moderate,stock piles of combustibles do not exceed 8 ft(2.4m). and fires with moderate rates of heat release are expected.This includes occupancies having conditions similar to: Automobile parking garages Bakeries Beverage manufacturing Canneries Dairy products manufacturing and processing Electronic plants Glass and glass products manufacturing Laundries Restaurant service areas. C. Ordinary Hazard(Group 2). Occupancies or portions of occupancies where quantity and combustibility of contents is moderate,stock piles do not exceed 12 ft(3.7m) and fires with moderate rate of heat release are expected. This includes occupancies having conditions similar to: Cereal mills • Chemical Plants-Ordinary Confectionery products Distilleries Dry cleaners Feed mills High Piled Storage-low to moderate hazard material Horse stables Leather goods manufacturing Libraries-large stack room areas Machine shops Metal working Mercantile Paper and pulp mills • Paper process plants Piers and wharves Printing and publishing Repair garages Stages Textile manufacturing Tire manufacturing Tobacco products manufacturing Wood product assembly Wood machining. D. Extra Hazard (Group 1) Extra hazard occupancies or portions of occupancies where quantity and combustibility of contents is very high. These occupancies have little or no flammable or combustible liquids but may have dust,lint or other materials present which may produce severe fires.This includes occupancies having conditions similar to: Combustible hydraulic fluid use areas Die casting High Piled Storage-moderate to high hazard material Metal extruding Plywood and particle board manufacturing Printing(using inks with flash points below 100°F)[37.8°C] Rubber reclaiming,compounding,drying,milling,vulcanizing Saw mills Textile picking,opening,blending,garnetting,carding,combining of cotton,synthetics,wool shoddy or burlap Upholstering with plastic foams. E. Extra Hazard(Group 2) These are Extra Hazard Occupancies with moderate to substantial amounts of flammable or combustible liquids or where shielding of combustibles is extensive. This includes occupancies with conditions similar to: Asphalt saturating High Piled Storage-high hazard materials Flammable liquids spraying Flow coating Mobile Home or modular building assemblies (where finished enclosure is present and has combustible interiors) Open oil quenching Solvent cleaning Varnish and paint dipping 8. Fire Hydrants Required(Section B) a. The number of required fire hydrants is automatically calculated and entered here. The number of fire hydrants is calculated based on the fire flow prior to applying the reductions allowed in Section D. The actual number of required fire hydrants may be more than indicated in this section due to distance requirements. 9. Reduction of Fire Flow(Section C) A. Use this section to determine the amount of reduction in fire flow to be used for Section D a. Residential Occupancies—The minimum required fire flow shall be permitted to be reduced by 25 percent for Group R occupancies without fire sprinklers only. (Line C1) b. Fire Protection Reductions—The total required fire flow for a building may be reduced by one of the following options. The resulting fire flow must be no less than 1500 GPM @ 20 psi residual. 1. Flow may be reduced by 75 percent where a complete approved automatic fire extinguishing system is installed throughout the building meeting the requirements of NFPA 13. The system shall be electronically supervised and monitored by an approved central receiving station. (Line C2) 2. Flow may be reduced by 25 percent where an approved automatic and manual fire alarm system is installed throughout the building meeting the requirements of NFPA 72 and is monitored by an approved central receiving station. (Line C3) 10.Required Fire Flow (Section D) a. Select"Yes"in the box on Line D1 if calculating for a Group R occupancy without fire sprinklers. If"Yes"is chosen,the spreadsheet will automatically reduce the fire flow by 25 percent b. If applicable,select the reduction amount from the drop-down list in Line D2,as determined in Section C. (Total required fire flow listed in Line D1 or D2 shall not be less than 1,500 gpm and shall not exceed 3,000 gpm @ 20 psi,after reductions are applied). 11.Available Fire Flow(Section E) Enter the available fire flow to the site as indicated by a recent hydrant flow test. The fire flow shall be the flow available at 20 psi residual. Fire Marshal's Division Offices Tualatin Valley North- 14480 SW Jenkins Rd., Beaverton, OR 97005, (503) 356-4700 Fire & Rescue South- 7401 SW Wash Ct., Tualatin, OR 97062, (503) 612-7010 Fire Flow and Hydrant Worksheet This worksheet is required to be submitted to and approved by the Authority Having Jurisdiction (AHJ)before any permits for new building construction, building expansion or fire hydrants will be issued by any building department within the TVF&R District. See the instructions for assistance completing this form or call one of the above numbers. Preparer Information Preparer Name: I Phone: I Fax: Architect/Engineer of Record: I Phone:I Fax:I General Building information ' Project Name: Project Address: I City: County:I Zip:I Construction Type(s): 'Type V-B Total Bldg Area: I Olsgft Total Fire Area: I 0 sqft Bldg Fire Flow: I 0 Gallons Per Minute(Light Hazard) Describe Fire Area: (if more than one fire area,include an 81/2 x 11 or 11 x 17 drawing indicating the various fire areas) Type of Occupancy or Use of Building: A. Occupancy Hazard Al Determine percent of each occupancy hazard in the fire area. Occupancy Hazard Class Fire Area I Total Fire Area Percent of Fire Area Light Hazard 0 SF / 1 SF x 100 = 0 % Ordinary Hazard Gm 1 0 SF / 1 SF x 100 = 0 Ordinary Hazard Gm 2 0 SF / 1 SF x 100 = 0 % Extra Hazard Grp 1 0 SF / 1 SF x 100 = 0 Extra Hazard Gm 2 0 SF / 1 SF x 100 = 0 Total Must equal 100% 0 % A2 Calculate Fire Flow Occupancy Hazard Class Factor Fire Area Fire Flow Bldg Fire Flow Light Hazard 1.0 x 0 % x 0 GPM = 0 GPM Ordinary Hazard Grp 1 1.2 x 0 % x 0 GPM = 0 GPM Ordinary Hazard Gm 2 1.3 x 0 % x 0 GPM = 0 GPM Extra Hazard Grp 1 1.4 x 0 % x 0 GPM = 0 GPM Extra Hazard Gm 2 1.5 x 0 % x 0 GPM = 0 GPM A3 Required Fire Flow I 0 GPM B. Minimum Number of Fire Hydrants Required Required Fire Flow 0 = ( 0 No. of Hydrants Required C. Reduction of Fire Flow-Reductions are based on the following: Cl - Reduced by 25% for all Group R Occupancies without fire sprinklers(multiply by .75) C2- Reduced by 25% for a NFPA 72 Fire Alarm System (multiply by .75) C3- Reduced by 75%for NFPA 13 Automatic Sprinklers(multiply by .25) D. Required Fire Flow D1 - Group R occupancy No x 1 = I 0 GPM(Max.3000-Min.1500 gpm) D2 - Fire Flow 0 GPM x 1 = 1500 GPM(Max.3000-Min.1500 gpm) E. Available Fire Flow to the Building Test Results: GPM Manually enter available fire flow here. Please attach documentation of the flow test that was made. It shall include date, time, location of static/residual and flow hydrants, and the tester's name, phone number and address. J 4' August 23, 2006 AUG 2005 ('v°T ... A t y �,- City of Tigard, Oregon 13125 SW Hall Blvd. Tigard, OR 97223 Attention: Val Henzel, Senior Plans Examiner Brian Blalock,Plans Examination Supervisor RE: Response to City of Tigard Plan Check Comments of August 9, 2006 for the Grant Street Elite Care Building. Response Item # 2. Fire Life Safety— New question A - **A. Gates at 2"d floor exit stairway obstruct landing more than 1/2 distance per 1009.4 revise y AAA L.-" 4--h Response from Ownership- In Sprinklered Buildings, Exits can be as close as 1/3 the diagonal distance of the area served—section 1014.2.2 Exception New Question B **B. rd story entry stair;What type of stair is used ?winders are not allowed as it ovide design to meet intent of code per 1009 mow N.t Oc- e j -44S S.14i-s r ev4tys Response from Ownership- The stair off the 2nd floor Entry is not an exit. 3. Fire Protection System Shop drawings not received— Response from Ownership- Fire Protection System Shop drawings will be a deferred submittal. 22. Locks and Latches New Question—A. Is there controlled egress locks as per SR108.3 Response from Ownership- The threshold for panic hardware is 100 occupants There are no delayed access locks or electric strikes or latches. All residents are Tracked and located through Elite Care's local "GPS" network. Approved by Oregon State Department of Human Services—DHS- Robert Losch • 27. Accessibility(ADA)on Site plan *RESPONSE INCOMPLETE - No site plan showing ADA submit site plan Response from Ownership- Updated Site plan from Z-tec Engineers submitted plot Date 8/22/06 and addresses this ADA access question (see sheets CVR, C-1, C-2, C2A, and details D-1, D-2, D-3) 28. Cover sheet with site plan showing location of building on site with accessibility, parking&accessible route to building entry etc. OSSC 106 *RESPONSE INCOMPLETE—*Not received—Provide cover sheet/site plan Response from Ownership- Updated Site plan from Z-tec Engineers submitted plot Date 8/22/06 and addresses this ADA access question (see sheets CVR, C-1, C-2, C2A, and details D-1, D-2, D-3) 29. Energy forms as required per chapter 13 (106.1.3 Exterior wall envelope) *NOT RECEIVED—Provide forms Response from Ownership- Required Energy Calcs now submitted by WCR/Ownership. 30. Deferred submittals: Items which may be deferred include, but are not limited to,the following: Raised floor systems, Glazing systems,skylights Wooden, steel, or composite floor or roof trusses, suspended ceiling system, retaining walls, Shelving systems and steel storage racks, stairway system etc,will be charged a deferred submittal fee based on the valuation of the portion of the work being deferred. The minimum fee shall be $200.00. This fee is in addition to the project plan review fee based on the total project value. OAR 918-050-0150 Deferred Items: None listed Response from Ownership- Deferred submittals will be the following: 1) Fire Protection System 2) Electrical Plans 3) Heating Ventilating and Cooling Plans 4) Structural Floor Framing Shop Drawings 5) Fire Alarm System August 28, 2006 IIIII'I'V CITY OF TIGARD OREGON Elite Care Bill Reed 2300 SW 103u1 Portland, OR 97225 RE: GRANT STREET ELITE CARE-NEW BUILDING —REVIEW#4 Project Information Building Permit: BUP2006-00053 Construction Type: V-A Tenant Name: Grant Street Elite Care Occupancy Type: SR-1 Address: 12353 SW Grant St. Occupant Load: 394 Area: 31,279 sq ft Stories: 3 The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2004 edition; and the State of Oregon Fire Code (OFC) 2004 edition.The following information is required in order to complete the review. (First request April 5, 2006, 2"d request 6/30/06, 3" request 8/9/06) STRUCTURAL 1. The structural review was completed by Miller Consulting.The plan review dated January 16, 2006, was E-Mailed to Afghan Associates for response (review doc. attached). RESPONSE RECEIVED 8/14/06 sent structural to Miller for review— FIRE LIFE-SAFETY-Please provide the following; 'k*New remark*8/9/06 A. Gates at 2nd floor exit stairway obstruct landing more than 1/2 distance per 1009.4 revise Stairway landings. RESPONSE NOT ACCEPTED 8/24/06—Response received addressed exit separation.This issue is a doors opening onto a landing where as the door shall not reduce the landing to less than one-half the required width. When fully open, the door shall not project more than 7 inches into a landing. B. 2nd story entry stair;What type of stair is used ?winders are not allowed as exit. Provide design to meet intent of code per 1009.8 RESPONSE NOT ACCEPTED 8/24/06—The issue is the means of egress stairway where the code states "Winders are not permitted in means of egress stairways except within a dwelling unit." 2. A building plan view showing the complete building layout with elevations as located on site. 106 RESPONSE ACCEPTED 6/28/06 13125 SW Hall Blvd., Tigard, OR 97223 (503)639-4171 TDD (503)684-2772 3. Required rated wall assemblies chapter 7. 106 RESPONSE NOT RECEIVED 6/28/06—Provide copy of the approved listed UL or other approved listed agencies rated assemblies for all rated walls,floor/ceiling and roof 4. Fire protection systems (106.1.1.1 Fire protection system shop drawings. Shop drawings for the fire protection system(s)shall be submitted to indicate conformance with this code and the construction documents and shall be approved prior to the start of system installation. Shop drawings shall contain all information as required by the referenced installation standards in Chapter 9.) RESPONSE ACCEPTED 8/24/06 5. Construction information for interior wall design, connections and gage of metal or wood studs used. OSSC 106 RESPONSE ACCEPTED 6/28/06 (waiting for structural review approval) 6. Construction information of ceiling if rated floor/ceiling assembly. OSSC 106 RESPONSE PARTIALLY ACCEPTED 6/28/06—Construction information received thank you. Please Provide a copy of the approved listed rated assembly STC 50 system and the TJI designed floor system used. 7. Parapet wall clarification 704 RESPONSE ACCEPTED—6/28/06 8. Exterior wall projection 704.2 RESPONSE ACCEPTED—6/28/06 9. Shaft enclosure design details at elevator and stairs 707 RESPONSE PARTIALLY ACCEPTED 6/28/06—Construction information received thank you. Please Provide a copy of the approved listed rated assembly STC 50 system for one hour assemblies and ESR-1153 and PFC 4354 system information for the two hour assemblies . 10. Exterior wall opening limitations requirement analysis 704.8 RESPONSE ACCEPTED—6/28/06 11. Fire resistive rated structural member locations and assembly 714, 715 RESPONSE PARTIALLY ACCEPTED 6/28/06—Construction information received thank you. Please Provide a copy of the approved listed rated assembly STC 50 system for one hour assemblies and ESR-1153 and PFC 4354 system information for the two hour assemblies . 12. Are there Fire/smoke damper and if so where are they located 716 RESPONSE PARTIALLY ACCEPTED 6/28/06—What about fire dampers at mechanical penetrations? RESPONSE ACCEPTED 8/9/06 13. Smoke detector&manual fire alarm box locations not shown on plans. SR107.3 RESPONSE PARTIALLY ACCEPTED—6/28/06 for smoke detector locations.What about location of manual fire alarm boxes RESPONSE ACCEPTED 8/24/06 deferred item 14. TVF&R Building survey report for water supply 903 RESPONSE PARTIALLY ACCEPTED—6/28/06 to be separately submitted by owner ok, do you have a time frame for me? 8/24/06 No information received,forms attached please fill out and return thank you for your assistance in this. 15. Location of staff monitoring area for Sprinkler, fire, smoke detector SR107, 907.2.10.1.2.OFC RESPONSE ACCEPTED—6/28/06 16. Egress path and occupant load 1004, 1013, 1014 (The construction documents shall show in sufficient detail the location, construction, site and character of all portions of the means of egress in compliance with the provisions of this code. The construction documents shall designate the number of occupants to be accommodated on everyfloor, and in all rooms and spaces. 106.1.2) RESPONSE PARTIALLY ACCEPTED 6/28/06—Thank you for your response on the egress path information and on 8/9/06 the occupant load issue with the corridor. Please provide information on the exit discharge into the Porte Cochere(exit court) example, is it rated and sprinkled is there glazing etc. this area needs to comply with section 1023 and section 1023.5. A. Table 1004.1.2 shall be used for occupant load calculation for I-1 occ. Sleeping area 1/120 etc. B. Hall/corridor serves more than 10, clary 72"requirement SR10108.2.1, 1005 C. Smoke partition and 1 hour wall design required for corridor confirm assembly complies SR104.2 (note stairs also included in this enclosure) D. Provide egress path of travel lay out. E.Access discharge at exit court 1023 17. Interior exit enclosure design at exit passageway 707, 1009, 1019 RESPONSE PARTIALLY ACCEPTED 6/28/06—Construction information received thank you. Please Provide a copy of the approved listed rated assembly STC 50 system for one hour assemblies and ESR-1153 and PFC 4354 system information for the two hour assemblies . 18. Interior stairway design requirements base on occupant load for door location and landing size 1009 RESPONSE PARTIALLY ACCEPTED 6/28/06 -response to landing at corridor location and door swing accepted. Please provide occupant load count as required per# 16 above. RESPONSE ACCEPTED 8/9/06 occupant load 19. Exit passage way door requirements at 2hr wall location1020.2 RESPONSE ACCEPTED—6/28/06 20. Doors swing in at landing on interior stairway 1009.4 RESPONSE ACCEPTED—6/28/06 21. Emergency escape&rescue provisions 1025 and chapter 11 and point of safety SR104.3 RESPONSE PARTIALLY ACCEP.r.ED 6/28/06 —Thank you for clarifying points of safety areas also plan shows area of refuge located on Td floor. Please provide occupant load count as per #16. RESPONSE ACCEPTED 8/9/06 22. Locks & latches 1008.1.8.3 RESPONSE PARTIALLY ACCEPTED 6/28/06— Is there controlled egress locks as per SR108.3 RESPONSE ACCEPTED 8/24/06—GPS network system (no controlled egress locks) 23. Point of safety 2nd&3rd floors SR104.3.1, 1021 RESPONSE PARTIALLY ACCEPTED 6/28/06—Thank you for clarifying points of safety areas I also need to confirm location is adequately sized as required by SR104.3 (10sgft per person) Please clarify compliance.You also call the 2nd story point of safety a sitting area and an exit passage way, please Clarify use of exit passageway per 1020.1 this section states this area can not be used for anything except as an exit.. 24. Doors in series 1109.9.4 RESPONSE ACCEPTED—6/28/06 25. Roof assembly information 2603.2,2603.3, 2603.4.1.5, 2603.6 and Table 601 (1 hour roof required) RESPONSE PARTIALLY ACCEPTED 6/28/06—Construction information received thank you. Please Provide a copy of the listed rated assembly for the one hour roof system. 26. Safety glazing 2406 RESPONSE ACCEPTED—6/28/06 GENERAL. 27. Accessibility information on bathrooms,walk way etc. 1106, 1107, 1108, 1109 RESPONSE PARTIALLY ACCEPTED 6/28/06 -Thank you for the floor plan sheets A6.0 -6/28/06, There is no site plan attached please submit site plan cover sheet to go with plans for review. RESPONSE ACCEPTED 8/24/06 28. Cover sheet with site plan showing location of building on site with accessibility,parking&accessible route to building entry etc. OSSC 106 RESPONSE NOT RECEIVED 6/28/06—*Not received—Please provide cover sheet with site plan RESPONSE ACCEPTED 8/24/06-Thank you for your submittal 29. Energy forms as required per chapter 13 (106.1.3 Exterior wall envelope) RESPONSE PARTIALLY ACCEPTED 6/28/06 I will await there submittal RESPONSE ACCEPTED 8/24/06 Thank you for your submittal 30. Deferred submittals: Items which may be deferred include, but are not limited to,the following: Raised floor systems,Glazing systems, Skylights Wooden, steel, or composite floor or roof trusses, suspended ceiling system,retaining walls,Shelving systems and steel storage racks, stairway system etc,will be charged a deferred submittal fee based on the valuation of the portion of the work being deferred.The minimum fee shall be $200.00.This fee is in addition to the project plan review fee based on the total project value. OAR 918-050-0150 Deferred Items: 8/24/06 Structural floor framing shop drawings "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 ofcial Oregon Structural Specialty Code Section 106.3.4.2" RESPONSE ACCEPTED 8/24/06 NOT PART OF THIS REVIEW: • Electrical, Fire Sprinklers, Fire Alarms, Mechanical System, Site,& Plumbing SITE 31. Our files show no site permit was issued.Please submit site plan with permit application along with valuation of site work. Complete form to show all impervious area, excavation,grading and fill volumes.Please complete both sides of the form. Forms attached. RESPONSE PARTIALLY ACCEPTED 6/28/06 I will await there submittal RESPONSE RECEIVED 8/24/06—Form incomplete please complete page 2 of form (attached) 32. Provide attached TVF&R form with permit. RESPONSE PARTIALLY ACCEPTED 6/28/06 I will await the owners submittal. Please clarify when that will be. 8/24/06 No information received, forms attached please fill out and return thank you for your assistance in this. Please provide an item by item response. When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard, Letter of Transmittal.The letter of transmittal assists the City of Tigard in tracking and processing the documents. Respectfu Val Henzel, Senior Plans Examiner Page 1 of 1 Val Henze/ - Fwd: Grant Street Elite Care review document request From: Val Henze/ To: breed@OATFIELDESTATES.Com Date: 8/28/2006 9:51 AM Subject: Fwd: Grant Street Elite Care review document request Could you please call at your earliest convenience to schedule a meeting to discuss the attached review document and forms.Thank you in advance for your assistance in this. Val Henzel Senior Plans Examiner 13125 SW Hall Blvd. Tigard, OR 97223 (503) 718-2436 val@tigard-or.gov >>> Val Henzel 08/28 9:39 AM >>> Attached is the 4th review document and forms to be complete,page 2 of the site permit application (permit application # SIT2006-00014) along with TVF&R forms. I would like to set up a meeting to review these documents please call me at your earliest conveniences to schedule a time to meet also please include Bill Reed in this meeting I have left a message with Bill to contact me on this. Thank you in advance for your assistance in this. Val I Ienzel Senior Plans Examiner 13125 SW Hall Blvd. Tigard, OR 97223 (503) 718-2436 val@tigard-or.gov file://C:\Documents and Settings\val.000\Local Settings\Temp\GW)00001.HTM 8/28/2006 Page 1 of 1 Val Henzel -Grant Street Elite Care review document request From: Val Henzel To: scott Date: 8/28/2006 9:39 AM Subject: Grant Street Elite Care review document request Attached is the 4th review document and forms to be complete, page 2 of the site permit application (permit application # SIT2006-00014) along with TVF&R forms. I would like to set up a meeting to review these documents please call me at your earliest conveniences to schedule a time to meet also please include Bill Reed in this meeting I have left a message with Bill to contact me on this. Thank you in advance for your assistance in this. Val Henzel Senior Plans Examiner 13125 SW Hall Blvd. Tigard, OR 97223 (503) 718-2436 valntigard-or_gov file://C:\Documents and Settings\val.000\Local Settings\Temp\GW}00001.HTM 8/28/2006 L Val Henze!- RE: Notes and Action Steps—Grant Street Meeting,Aug 24 Page 1 From: "Mark Reed"<Reed@stdairy.com> To: "'Brian Blalock" <brianb@tigard-or.gov> Date: 8/29/2006 2:10:56 PM Subject: RE: Notes and Action Steps—Grant Street Meeting,Aug 24 Brian, Thank you for your quick reply. I will talk with Scott Churchill(the architect who has been working on all of the updates)today to attempt to set up a meeting to go over the last plan submittal. Are there specific times this week you would be available to sit down? Also,with regards to the masonry wall, I believe that Bill Reed was under the assumption that as long as the masonry wall has no support value it did not need to be engineered-it could be considered a"fence". If he is incorrect on that, please let me know and I will begin working on something to ensure that the"fence" is conditioned for either on the plans or separately depending on what needs to happen. Again, let me know your schedule and a time to meet as mine is completely open, and I can work around most timeframes. Thank you, Mark Reed NW Ventures Group -----Original Message----- From: Brian Blalock[maitto:brianb@tigard-or.govj Sent:Tuesday, August 29, 2006 11:11 AM To: Reed@stdairy.com Cc: Dick Bewersdorff Subject: RE: Notes and Action Steps—Grant Street Meeting,Aug 24 Unfortunately that is not a Building code question so I can't answer that. I'll forward your question to the Planning Division. I did find out that if the barn is used for personal agriculture(not a business) it would not be exempt from permits. I remember the land use condition referencing"a legal structure"so any modifications to it will have to comply with current structural and life-safety codes.We need to meet to discuss the last plan submittal as there are still outstanding issues. One issue is that there are no construction drawings regarding the masonry wall you mentioned surrounding the project? Brian Blalock Plans Examination Supervisor City of Tigard 503-718-2759 brianbetigard-or.gov >>> "Mark Reed"<Reed©stdairy.com> 08/29 10:27 AM >>> Brian and Tom, I am working diligently on pulling the information on the barn that is located on the 12353 SW Grant Street property that we are interested in Val Henze! - RE: Notes and Action Steps–Grant Street Meeting,Aug 24 Page 2 saving as an agricuttural building. The one question that has come up- how old does the building need to be? We can build a case for any number of years based on lot splits, prior addresses, and prior title, but is there a specific age that it needs to be older than to ensure that we can meet the grandfather clause in the city code? Again as a reminder,there was a note on the condition of land use approval regarding the barn, and in our meeting from Thursday,Aug 24th,we decided that if we can claim the building as agricultural in use,we would be able to keep the building even though it sits in the 100 year flood plain. Any assistance would be appreciated at this point. Thank you, Mark Reed NW Ventures Group —Original Message— From: gbuehner©bigplanet.com [mailto:gbuehnerrbigplanet.com] Sent: Friday, August 25, 2006 5:13 PM To: Lilly Cc: 'Tom Coffee'; brianb@tigard-or.gov; Bill Reed; reed@stdairy.com; Scott Churchill Subject: Re: Notes and Action Steps--Grant Street Meeting, Aug 24 Lily: After you left yesterday,torn caught me and raised the issue of showing that the barn is old enought to meet the criteria specified in the hearing officers order. I spoke briefly with both Scott and Bill. They said that they would get on the problem. It is critical that they come with some written evidence of the age of the barn, for the City to hang its hat on for grandfathering. Gretchen — Original Message— From: Lilly<lillywing©comcast.net> Date: Friday, August 25, 2006 1:31 pm Subject: Notes and Action Steps–Grant Street Meeting, Aug 24 > Dear Tom, Val Henze! - RE: Notes and Action Steps—Grant Street Meeting,Aug 24 Page 3 > Thanks again for taking time to meet with us yesterday, August >24th , regarding the development issues for Elite Care on Grant > Street. The meeting was very productive, and provided agreement > and guidance on how to move forward quickly so that we can begin >foundation work before the rain begins. From my notes, here are >the discussion points and action steps: > 1.Timeline,Task List Details,and Outstanding Items > a.. Complete: Requirements met from State Department of Human > Services/Health Services, 5/22/06. > b.. Complete: New Site Plan from Z-Tec submitted 8/23/06 that > addresses outstanding items on Conditions of approval Task List >#1,#3-15, and#20. > c.. Complete: Structural Plan Check response submitted 8/23/06. > d.. Pending:Arborist completed site analysis on 8-21-06. We >will submit Tree Protection Plan by 9/1/06. > Blalock:we submitted our Land e.. Correction: Noted byBrian > Use Application, not our Building Permit in 2001. > 2. Bam—We reviewed the Code related to remodeling the Barn into > a Greenhouse as an agricultural structure. (Condition#24) > Gretchen noted that there was"wiggle room" in the Code because it > is"grandfathered"and pre-dates any zoning. Tom cited one > condition that allows us to show that we are a legal, > nonconforming structure". > 3. Winding Staircase—Brian pointed out the need to adjust the >winding stair design so there is no disruption in the normal >footpath.This will not delay the building permit. >4. Plumbing Plan—Brian also noted that a comprehensive plumbing > plan was required. >ACTION and AGREEMENTS > a.. Permits—It is our understanding that you have agreed to > issue permits as quickly as possible to allow us to begin >foundation work(including the Masonry Wall) before the rains > come. This will occur as soon as you approve the Tree Protection > Plan which will be submitted by September 1st, and get approval > from planning and engineering. > b.. Restoration of Barn—City will work on Code interpretation >to allow us to restore the barn as a greenhouse. This condition > does not need to be met before the issuance of the building permit > because agricultural structures are exempt. Tom noted that they >will work on this. > c.. Staircase--Bill agreed to make minor modifications asap. > d.. Plumbing Plan—Deferred submittals such as a the plumbing > plan will not affect the building permit. > e.. Mutual Goals—We acknowledged the miscommunications and >delays(State, City and WCR) . We all agreed to work together to > accomplish our mutual goals. In the future,we will collaborate to > address issues as they come up so that we can meet our timeline. >To all attending: Please let me know if there are any additions or > corrections to these notes. > We look forward to working with the City of Tigard on this project Val Henzel- RE: Notes and Action Steps–Grant Street Meeting, Aug 24 Page 4 > as well as our Village Green on Knoll "gen mix"village. > Lilly > Village Green on Knoll Development Team > "sustainable for generations" >www.villagegreenhomes.org > lillywing@comcast.net > 503 603 9901 503 887 9069 > Overview from Packet: > Grant Street/Elite Care Development Overview,August 24, 2006 > Purpose Our purpose is to build a sustainable, innovative > alternative to assisted living in Tigard that offers elders an > opportunity to live with self efficacy, purpose, respect, > belonging and sacredness.The home consists of two"pods"of 15 > suites each. The Grant Street project will set the pace for our > next"gen mix"development on Knoll Drive, also including an Elite > Care Facility. These facilities will support the diversity goals > of Tigard's Downtown Plan. Since we believe in setting the >standard for"the future of elder care"we tend to push the edges > of traditional practices. We are residential in scope and > commercial in building. Our complexity creates exciting living >opportunities for elders as well as a few non-conforming > challenges to established regulations. > History > a.. 2001-Application approved. > b.. 2001-2003-Delays due to economy, complexity of project, lack > of project manager. > c.. 2004-Completed off site improvements. > d.. 2005—More delays-architect out of country, high learning > curve. e.. 2006-Received financing, revised our plans to meet new > Fire code, hired a Project Management team, added another > architect, and received approval from Robert Losch, State Dept. of > Human Services, and expert in assisted living. > Issues > a.. We have not completed the required items in a timely and > compliant manner. > b.. Our delays have caused some misunderstandings among City > staff. We apologize and are now committed to a professional approach. > c.. City staff has also contributed to the delays, despite our > best efforts to provide the required information. This has created > frustration in the area of Building Permits(eight plan check > meetings have been required from May 1-Aug 23, 2006) > d..We now have an aggressive timeline to break ground before >the winter sets in and are concerned about meeting our deadlines. > Three Goals Before winter sets in,we would like to accomplish >three objectives: > a.. Demolition plan and Site Utilities-We submitted this on 6- > 13-06 and are still awaiting release of permit. Val Henzel- RE: Notes and Action Steps--Grant Street Meeting, Aug 24 Page 5 > b.. Begin Masonry Wall-Need permit. > c.. Conversion of Barn to Greenhouse-Need direction on how to > accomplish.A greenhouse is a key component of the overall > program, allowng elders to create their own food. > Status of Two key Issues > 1.. Tree Protection Plan-Arborist visited site August 21st, and >will complete plan by September 1,2006. > 2.. Final site plan was submitted 8-23-06. We need approval of >this Plan in order to receive demolition permit. > Our Request for Your Guidance and Assistance We are asking for > your intervention and discretion to move this project forward so >that we can begin to build before the rains begin in November.Our > intentions are to perform with professionalism,sincerity and > compliance. We are deeply committed to providing elders with a > better way to live in Tigard,and believe this project serves to >support our mutual goals.Thank you for your consideration. CC: "'Scott Churchill"<palmhill2 c@mindspring.com>