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Plans • Tigard Medical and Rehabilitation Sunrise Healthcare Addition FIRST REVIEW City of Tigard LP Job No. 96522.070 City No. BUP -96 -0389 SEPTEMBER 27, 1996 DAVID HICKMAN, R.A. DAVID HICKMAN ASSOCIATE ARCHITECT, PC 700 NORTH HAYDEN ISLAND DR., SUITE 350 PORTLAND OR 97217 FAX (503) 285 -4362 RE: FIRST PLAN REVIEW OF TIGARD MEDICAL AND REHABILITATION CENTER SUNRISE HEALTH CARE ADDITION, 14145 S W -1 ST /05 LINHART PETERSEN POWERS ASSOCIATES (LP has reviewed plans for the above project for the City of Tigrad: • August 15, 1996, plans by Associate Architects sealed by David Hickman, R.A., Oregon Architect 1181, including Sheets: A -0.1, A -1', A -1 through A -10 and S -1 through S -3; and • August 12, 1996, unsealed mechanical plan by the Heating Specialties, Inc., one page; and • June 21, 1996, unsealed landscape plan by Island Landscaping. INFORMATIONAL COMMENTS: During our review we noted the following, that are not code items, but may be of interest. No response is required on the informational comments. 1. Sheet A -1, Floor Plan Key Notes, Item 6, "gravel" and Item 16, "propane" are misspelled. 2. Sheet A -1, "site plan legend," sixth entry, "wraked" is misspelled or a term of which we are ignorant. 3. Sheet A -1', "site plan legend," Item 11, "propane" is misspelled. 4. Sheet A -2, "floor plan key notes," Item 10, "ceiling" is misspelled. 5. "Disable" is the new term, by statute, replacing the term "handicapped." LINHART PETERSEN POWERS ASSOCIATES 11 ) 3855 -3 Wolverine Str eet NE • Salem, OR 97305 (503) 371 -2212 • FAX: (503) 371 -3853 Tigard Medical and Rehabilitation Center ADDITION 14145 SW 150TH St. City of Tigard Tigard, Oregon 97223 First Review September 27, 1996 Page 2 6. Sheet A -2, Floor Plan Key, Item 4 references the door schedule on sheet A -8. The door schedule appears instead on Sheet A -9. 7. Sheet S -1, Detail 2, foundation plan; there is a reference to a detail for the footing pad that is incomplete. 8. Sheet S -3, Table No. 25 -Q is now Table 23 -I -Q in the 1996 Oregon structural Specialty Code. There is another reference to the same table in "Wood," Item 7. GENERAL COMMENTS: 1. This review is based on the 1996 Edition of the State of Oregon Structural Specialty Code (1994 Uniform Building Code with Oregon Amendments) and all citations are from this code unless otherwise noted. 2. Addition Area: 3,350 square feet. Note this areas is larger than declared on the plan and include the area from the new two -hour fire wall. Occupancy: I - 1.1 Occupancy Load: 37 Type V -1 -hour Construction (unsprinkled). Stories 2. Parking 48 spaces provided. See disabled access comment number 1. 3. Drinking fountains are required for over 30 occupants and one fountain shall be provided for each 150 occupants. Please provide a fountain or provide information that this facility is in the existing building and complies. Bottom of Appendix Table A -29 -1. 4. We are unable to find any provisions for attic ventilation. Section 1505.3 requires attic ventilation. Please show how ventilation will be provided to the attic and to the cathedral ceiling portions of the roof. 5. For a building over 4,000 feet in area (this one is 29,528 square feet) the Oregon Architect's Law requires plans to be sealed by and engineer or architect. Please provide mechanical plans sealed by an architect or engineer registered in Oregon. FIRE AND LIFE SAFETY: 1. Exit illumination is required whenever the building is occupied to not less than one foot -candle as required in Section 1012.1. STRUCTURAL CO 1. Sheet S -3, "General," Floor live load is shown as 40 PSF. Table 16 -A provides 40 PSF for Hospitals, but 50 PSF for office areas. Please revise plans to accommodate 50 PSF live load in the office areas. LINHART PETERSEN POWERS ASSOCIATES 1 p 3855 -3 Wolverine Street NE • Salem, OR 97305 (503) 371 -2212 • FAX: (503) 371 -3853 Tigard Medical and Rehabilitation Center ADDITION 14145 SW 150TH St. City of Tigard Tigard, Oregon 97223 First Review September 27, 1996 Page 3 2. The complex roof structure lends to drifting loads in valleys. Also the new parapet may change the drifting conditions on the existing roof Provide structural calculations showing compliance with drifting. Sections 106.3.2 and 106.3.3.1. 3. Supply copies of the prefabricated truss plans and calculations as a deferred submittal to the architect for approval, and then to the building department for review. These plans shall be sealed by an engineer as noted on Sheet S -3. Section 106. 3.4.2. 4. Special inspection is required for reinforcing steel, placement of concrete around anchor bolts, and structural welding. See Section 1701. DISABLED ACCESS COMMENTS: 1. Forty-eight parking stalls are provided. Section 1104.1 references ORS 447.233 that requires 2 disabled parking stalls. However, Section 1104.2 requires Group I, Division 1.1 Occupancies providing medical care and specializing in treatment of person with mobility impairments to have 20 percent (10 stalls) of the parking spaces accessible. An exception applies to outpatient facilities and required 10 percent (5 stalls) of the stalls to be accessible. Please provided for the additional accessible stalls or provide documentation showing that this provision should not be applied to this facility. Suggestion: Could this be a B Occupancy beyond the two -hour wall? 2. Sheets A -1 and A -2, signs for accessible parking stalls are not consistent with the standards of the Oregon Transportation Commission. A sign shall be posted at each disabled person parking stall that is visible to the person parking in the stall. The message on the sign shall read: "PARKING WITH D.M.V. DISABLED PERMIT ONLY VIOLATORS SUBJECT TO TOWING UNDER ORS 811.620 AND A FINE OF UP TO $470 UNDER ORS 811.615." An additional sign shall appear under the above sign reading: "VAN- ACCESSIBLE." These signs shall comply for color, size and character size with standards of the Oregon Transportation Commission. Section 1104.1 and ORS 447.233 (f). 3. Sheet 2.3, the standard details show lavatory installations. There is no indication that exposed pipes and surfaces under lavatories are to be insulated or otherwise covered to protect disable people from burns. Please provide for such insulation or protection. Section 1109.10.7.4. 4. All controls and hardware shall be accessible to disabled people and comply with Section 1109.3 for operation and mounting height. ENERGY CONSERVATION COMMENTS: 1. Section 1311.2 requires that documentation of the energy efficiency of the addition be supplied on forms approved by the Building Codes Administrator. Please provide documentation showing compliance with Chapter 13. LINHART PETERSEN POWERS ASSOCIATES Litt 3855 -3 Wolverine Street NE • Salem, OR 97305 (503) 371 -2212 • FAX: (503) 371 -3853 . . . Tigard Medical and Rehabilitation Center ADDITION 14145 SW 150TH St. City of Tigard Tigard, Oregon 97223 First Review September 27, 1996 Page 4 2. Sheet A -4 shows the window schedule. There is no mention of the energy efficiency of the windows to be installed. Table 13 -F shows the required prescriptive requirements. To satisfy this prescriptive provision windows shall be at or below a U -value of 0.54. 3. Sheet S -2 Detail 1, shows the crawlspace vapor barrier as .4 mill (sic). Section 1312.1.4 requires the vapor barrier to be of 6 -mil black polyethylene or other approved material (0.4 -mil is 1 / the required thickness). PLAN REVIEW COMMENTS WOULD NOT PRECLUDE THE ISSUANCE OF A FOOTING AND FOUNDATION PERMIT FOR THIS PROJECT. Respectfully, LINHART PETERSEN POWERS ASSOCIATES a Of ‘ WALTER M. F 'i i Y, P.E. Plans Examiner c: Dave Scott, Tigard Building Official, FAX (503) 684 -7297 r LINHART PETERSEN POWERS ASSOCIATES ti pa 3855 -3 Wolverine Street NE • Salem, OR 97305 (503) 371 -2212 • FAX: (503) 371 -3853 16 � 1-e, \_e,� +s - Ti (�P2G rflE rc L `700 1.) o..JcFki -::. G LF f✓2GC; '`d( -.9 -t33 pott7L.PQr, or 1 q wec "+. Tto1.2D 513 201(, ...P-r,.... Ft✓.; 02- S ('T. z - 5 `' o ci --o q'I kia kAJ sr 8 / Z LO f To ril 10 13 AL 71 Na rir-4 r cN-( y/ z �Zxro Tic_ Z of ' \ C 0 Li s t EA corzr - Je( -- y ZI 8/ oR r.�' a/� B2Nr�D S� S Ales Rop, t i rz J �UtCe ? - r4- ;6o ro t GE_ 23- to -12 12 - 3`{ -o -o RIs 20 0"o /,4 .1.--' , ji ; ' _ ' l-r � - 1 2 - Sc''A" i -o -o 3 w/ R,ebo,,Ns 7 A , 3 $ .1. s <. '. • Sd,•"A 31 -0 -o 0 "01µ,!L ? ii S d ' '�YeP 4314 0 Y t - SzD, jr -o -o �� / U E a g I t II hiir. S a Ras • . 1 - 'N.-.s' 4 4 2- U-1 me-. 0 -•- to -y sy - SOLED �- Gce° -- `I -o -B FIR DOwN FR- up....J,v 1 S 9(.0-o-8 S FLUrS `1 /1Z o,) 6 / 1- z- ,1 sl 1 0 • 0 1 o / C 11 w 7t4 rirw �:�rric I 1 T M N Co 8 / /1. , 2 3 Lk 1 8 to g \ 8 y //2 t z 3 9 5 6 1 8 8 to 11 17_ k - 3"I 5 to -I 8 q to 11 v2 X 2 3 y S G. 1 4! % I ,li , '' f. 3 - t - V J .. 4 y {gym. nc >,w T . -.,- o it T J -(, ,BvPg(o -003 / . /y/y5 5141 /- 5 r4 r 0lii Li 6 -8 i j ■ Girzoe - (CR LA 1 W I N Cist, L. 1 t S. C . j_i t r. \1e ki 2x b —1"/C-- 1 4 LUMBER SPECIFICATIONS TRUSS SPAN 31'- 6.00' TPIB5 SINGLE MEMBER FORCES GO LOAD DURATION INCREASE - 1.15 T 1- -3416 B 1- 2996 W 1- -477 SIZE SPECIE GRADE PANEL(S) SPACED 24.0" O.C. T 2- -2945 B 2- )242 W 2- 548 TOP CHORDS: 1 3- -1983 8 3- 2242 W 3- -513 2x 4 OF 01 1- 6 LOADING T 4- -1984 8 4- 2996 W 4- 1874 BOTTOM CHORDS: LL( 25.0) +OL( 7.0) ON TOP CHORD ■ 32.0 PSF T 5- -2945 W 5- -513 2x 4 OF f1 1- 4 DL ON BOTTOM CHORD ■ 10.0 PSF* 1 6- -3416 W 6- 54B WEBS: TOTAL LOAD - 42.0 PSFN N 7- -477 2x 4 OF STAND 1- 7 N5 PSF REDUCTION TAKEN ON BOTTOM CHORD. AXIAL STRESS ONLY. LEFT 1165 RIGHT - 1166 BEARING AREA REQUIRED (SO. IN) JOINT 1 1.86 OF / 2.88 HF / 2.74 SPF JOINT 7 1.86 OF / 2.88 HF / 2.74 SPF 15 -09 -00 15 -09 -00 ,� � cc1- 1PRar(S' 1' 1' t . J_ , , 4 6 ,4. f C -4x6 0.� 9,46-1 4 A � f r2\ OR4Y3141 db 'CO ) °e,C-A 4' � 0 12 8.00 C- 2.5x4.3 C- 2.5x4.3 'N8.00 •... W T R, C PP C- 2.5x4.3 b/ w,ls C- 2.5x4.3 C- 5.5x7.7 G CS �� /�i � � A t C- 2.5x4.3 C- 2.5x4.3 c (" '-^ % 1 C -3x9.4 414, C -3x9,4 o r. ` I'r` .1 �� Q 17;, ' U 4 , 4 . 00 (. ° L. 4'`� , !�1- b 44.00 12 :. sisTl:tk - `. ;,. . 12 �► � S. NAL �, y 15 -09 -00 y 15-09 -00 y E XPIRES s ilo ; I 31 -06 -00 Scala: 3/16' JOB NAME: TOUCH OF CLASS { WARNINGS: I General Noes, unless otherwise noted: (ARIEL -NA) FILE NO.: SC- 31 - 42* 1. Reed r General Nate' and Warnings before a•e.tmedsn of irises. 1. Design to support loads as shown. 2 . Design assumes the top and bottom chords to be laterally braced at 2. guilder and fee . a eon struse should a a.. dvbo0 of V OeeGeneralNNettie and d 3' - o c and at 12' - c.c. respectively. wrn om b.ter mob Wooing e.mm.e i s 3. 2x4 Impact bridging or lateral bracing recommended where shown + + DATE: 11/10/94 Nor 5.3. 3. 1.3 compression erN beefing sort b Installed where shown a. 4. Installation of truss is the responsibility of the respective contractor. • 4. Al I.t.nl forse resetting dements suds as teep...ry end permanent brains. 5. Design assumes trusses are to be used in a non correave environment, meet be d..gned and provided by d••lww et esmpNae anion... a Design tor 'dry c • of s wPporb shown. Shim or wedge if CompuTrus Inc. REF .: 15 -1 DES . BY: LB Cemputeus essamee n welt . responsibility for welt g bracing. 9 n9 5. N. MN should be applied to any stempeeent mail .flee all bracing and necessary. t a.. eeiptd.. and a nil tm. "mil any Iv." gwtee "la deign 7. Design Plates assumes ca o f truss, a p 639824 8. Rates shall be located at drainage is both laces of truss, and placed so their canter .a.MIACrtatsN.11401141111110 . Comttnses•anan SEO , : gals b applied is any e.ew•neet. lines coincide with pint Center lines. S. Computers has ns .enrol ever sod .Mmes rem re.pensMty for the 9. Digits indicate size of plate in inches. fabrication. handing. shipment and Inetaa.tion of component.. 10. For basic design values of the Computrus Plate, Indicated by the prefix / 7. This design Is funneled .idea is the OMtatbns en vv.. designs .et forth 11. The sea R.R. . Section 1 Plate Is indicated by the prefix "C N', the IP by the tees.. N.fo furnished by to ersN g weed Pusses, H111 •espy .f designator (181 indicates 18 ga. malarial Is wed. All others are 20 g.. width -ill be furnished by Contortive .Pen rerl,re.t. t- LUMBER SPECIFICATIONS 46- 0- 8 GIRDER TRUSS SUPPORIIHG 94- 0- 0 TPI92IU8C94 3 MENDER FORCES CO . - LOAD DURATION INCREASE - 1.15 • I I• -31091 8 1- 36138 6 1- 2946 W10- -6495 co SUE SPECIE GRADE PANELIS) 1 2= -35457 6 2- 36138 If 2- - 2403 611 6354 .. ,: c- ' Top CHORDS: LOABING 7 3- -30990 6 3- 34041 M 3- 3450 012- -SUe2 ■ 2x 8 OF SS 1-10 1 4- -26695 8 4- 29400 M 4- -5868 613- 4776 ■ BOTTOM c.ciaoS• TC Ix1IF 1..1_40L- 64.0 PLF 0' .0' TO 46' .5" VERT T 5- - 22561 6 S. 25515 N 5- 894E V14- -3774 . r, 2x10 OF SS 1-10 SC UNIF LL +01.- 546.5 PLF 0' .0' t0 15' .0' VERT 7 6= -22581 8 6- 25014 If 6- -6261 N15- 1737 WEBS: SC UNIT LL*OL- 502.0 PLF 15' .0' TO 37' .5' VERT 1 7- -26364 B 7- 20164 6 7- 7281 616- 052 rn 2x 4 OF 12 7.11 SC UNIT LL+OL• 10.0 PLF 37' .5' TO 46' .5' VERT I B- -29680 6 e- 31149 W 8- -7404 617. 291 �'- 2x 4 OF SIANO 1- 8. 8.10. T T 0• -32445 B 9- 30405 M 9. 14022 12 -17 ( 3 ) couplet, trusstes req. ein d 710 Zx 8 OF IP 9 III nStf, 16d nails staggered at + • 2 ' oc tlhl`OVghbat OOttea Chord and loo id8 as given. 0- -32 LEFT 49 610' 14121 - f4f21 RICNT - 10383 1.11 12' oe throughout top chord and webs. O TC LATERAL SUPPORT c. 12 - 8C. um. BC LATERAL SUPPORT c• 12'00, lION. Nola: Stagger splices on adjacent members. BEARING AREA TEOUIREO (SO. IM JOINT 1 22.09 OF / 34.67 /IF / 33 22 SPF y OFF PANEL SPLIT NOTE JOINT 11 16.61 OF / 25.64 HF / 24.43 SPF 7c' 014 Panel Paint 1p)1c45 are - located at 1/5 the panel length */- 6' at , either end of the panel indicated. . • Laterally trace to roof diaOhrae. except and pals. • 2x4 web brace required. n • CAUTION:Note Bearing Area Requirements. 23_00 -04 { 23 -00 -04 f 1.000 C -7x9.4 ' 4.00 . 7 ,t. ;C. CAA., S,I C-70.7 �iR C -7x7.7 G o .3 "- /� o C -1x7.7 �� - C -7x7.7 C- 7x9.4IS1 . c o V.' C - 7x9 4 (SI C -1x7.7 .; { z C -7x 1.7 C -7x7.7 �. - a, C.-7x7.7 • C -7x 7.7 : ;�; t s. CH16-5.5x17.9 I I / �. I • CM16- 5.5x11.9 - ,777, - = - ��ir xlj� - Zi ;l J mot` II ' c, -3410.2C-3x7.7 C -7x7.7 C -7x7.7 C -7x1.7 C- 7x11.9 -7x7.1 C -7x7.7 C -7x7.7 C -3x7.1 C11 3x10.2 x 1 18- 9x13.6151 0118- 9x13.61S) ! ExprRES lino 1.1 , w Scala: 1)B' k 4n 46 -00-08 y JGS NAPE: 1E08S 41164-66 K Ts r r w/ewalos 4 i..erd Nat... wd.�� . b 1. 140 • ewN.l n.e...a II swigs b••••••••••••••• al 000. 1. ores l ade d baNS1a .. Var 6.0.23! I. a.a emeler .w...•r. .1..rrdebe•of mosselww. .r 1. am, bsNflslds M Iw►MN braced a FILE flo.'CAR- 46x34 -4 -37 we.r•Mw.....1....r.1 + w....� a.+. a,l e.�e albic i twa•,. s 1. a, M e..1..a.... 0.0.001 be. .a.w. • . 4 . 2x e 117eq t of 110001 4.Kiirfyy I•011110‘01411101 1,,010 date. s -. 7 L.M -•��- 4. 0 I1 I ti..d tnlw t10 r. t . of e.e 10 • n• w.rctiw wntr. n •..nt. -.. ,,, DATE: 12 / 10 /96 A •a...r ......d.•a a «......A . t...«... 11 11 •.•.. S. 0000. =were. . %We.. «a t... geed .. •..wi.* .n.irM. e.r1 I. a..rr W P• ..q... •1..�. 0.100.. 0. r. dry ful b. en' ol gr•. 0..a.r.e e..... M ..- ..aak1 M r.A Iwo. a. a.�lae All aOYi.p N all vcomis damn. Shin or wedge 11 g Inc. R• L N. i d...d be 0001. 0...•...10. Me •.. Jb.•1b.a •M necessary. REF .: 15-1 OES . BT JJ fallow. w.•aM•.00 w e• d.••••• e0.1.wa.•1..110e11•1101 ) psi aa.tntaa davuaaa*alnI5. i P zt. .. I: P1 ah/ s. l.w e.d .n aN t.c...4 .t,.., .r pIaeed a. U�:I w+. be Ne../ed '.r.. e.e••..... lieu coincide milk joint 00101 /w., o.la /wr.ol..e . 00.iwe0 carr+g.•1 sea.- 17450 e. a....e.e. OM.. ••01•01 eva. mill wow. vsImp.wMe. be tM a. oyll. Indicate bit. of pi.t. in Inca. OI+•A•••••q. +►••••.1 m•..•• el w....r... 10. for beds de.ien wales or Mb C•■.P.ltnl. Pleta, Indicated bit em, 0 7. 1.1. a a.• WW1.. ••• r.. .ode• we 1.0 'C'. w 1.C21.0. F1.11. 4211 b. w tow .t0.1.di.w..•a.+a We.a n. .m, Na 41'. • •• e. a 1 1. Thu C Nat Sodom, Mole is imSoatd by prolix 'CM", N. ._...�.....__ .- ... -.-.. domgcs et 11.1 o..a..M.J 15 g■ motorist • um'. PO 011001 a. 2e 9•. . LUMBER SPECIFICATIONS TRUSS SPAN 46'- .00' TPI92/U8C94 SINGLE MEMBER FORCES GO LOAD DURATION INCREASE - 1.15 T 1- -4209 B 1■ 3948 W 1- -468 14 7- -807 SIZE SPECIE GRADE PANEL(S1 SPACED 24.0' D.C. T 2- -3969 B 2- 3271 N 2- 625 M 8■ 535 TOP CHORDS: T 3- -3122 8 3- 2771 M 3- -555 M 9- -555 2x 6 DF Al 1- 8 LOADING T 4- -2397 B 4- 2771 9 4- 535 1410■ 625 BOTTOM CHORDS: LL( 25.0) +DL( 7.0) ON TOP CHORD - 32.0 PSF T 5- -2397 B 5- 3271 14 5- -B07 1411- -468 2x 4 OF 01&8T 1- 6 DL ON BOTTOM CHORD - 10.0 PSF$ T 6- -3122 B 6- 3948 W 6- 1308 WEBS: TOTAL LOAD - 42.0 PSF$ T 7- -3969 2x 4 OF STAND 1 -11 95 PSF REDUCTION TAKEN ON T 8- -4209 BOTTOM CHORO, AXIAL STRESS ONLY. TC CONTINUOUS LATERAL SUPPORT Design checked for 90 MPH wind load. (20.55 PSF LEFT - 1702 RIGHT - 1702 BC CONTINUOUS LATERAL SUPPORT uplift) ex B' for "ENCLOSED' structures. p•e or rucures. BEARING AREA REOVIRED (SO. IN) OFF PANEL SPLICE NOTE: _ JOINT 1 2.72 OF / 4.20 HF / 4.00 SPF Off panel point splices are located 1 r JOINT 9 2.72 OF / 4.20 HF / 4.00 SPF at 1/5 the panel length +1- 6' at f l` ` V rnV/_ either end of the panel indicated. �� except end panels. 7 -1. j E� 0� . • Lail c � a o f won sob p 7 f 1 ci ,.. C- 5.5x7.7 U Ci' � . Q, :, / 77' +R. CP. •s.,. C- 5.5x6(S) 12 C- 2.5x4.3 1 C- 2.5x4.3 1 . , ' ?', ' ` ) 12 AL , r 4.441---'. C-5 .5x6 (S) C =2.5x4 . 3 v4 C- 2.5x4.3 .44 XPIRES - 6!10 111111111, 0 • � C- 1.5x3.4 C- 1.5x3.4 Lin in AlAibill1111111111111■ --1.. 4.- 9 ===.61.1-= --- 1.•=r 1 =='W c, 419.4 C- 2.5x4.3 CN-3x10.2(S) C -3x7.7 C- 2.5x4.3 C-2.5x4.3 C -4x9.4 c C- 2.5x4.3 CN- 3x10.2(S) 46 -00 -00 y Scale: 3/16' JOB NAME: LP 6 H (HILLCREST CHURCH OF NAZERENE) Ariel Truss Co. . \ weesuNGet General Notes, unless otherwise noted: Yen 5. 3. 3 1. Read ell Deem Mete. end Wetness. bolero oonetnonten el Caere... 1. Design to support lords as shown. F ILE NO .T -4 6 -4.44-4 2 * 2. Builder and woollen eentrowe should be oe.t. -t of r Genes Net« end 2. Design 'resumes the top and bottom chords to be laterally braced at Wo nasy. before eenebveden e.,ee.ne... 2' -0 0.0. and at 12' -0' o.c. respectively. m web bracing snur be retell. eh.r. shown o. 3. 2x4 Impact bridging or lateral bracing recommended where shown + + DATE: ' 4. Installation of trues is the responsibility of the respective contractor. 6 / 7 / 9 5 4. 2. tai Aa leteed ffr. M sedwbte .t.e.ns se temeeesry NW pem.tett br.satg• 6. Design spumes trusses are to be used ins non - corrosive environment, wort st be deigned d preyed. by dyer. .f osneplete and are for 'dry condition' of use. COs 1 e77 puTrus Inc. I REF.. DES . BY: g O 1 " g' ^^ " se . n. fov y is such bracing. 8. Design assumes full bearing at all supports shown. Shim or wedge If 1 5 - 1 JAG a. N e bed steer be wpa•d le .. y a.e p... t ms en. r t-.ea g end necessary. i.N.rtwo wo asatpl.l., ."d N Ito de. eltatdd ety lead. "" Met de 7. Design assumes adequate drainage Is provided. used. be . . ". .d a sty O.sslp.eelll. B. Plates shall be located on both faces of truss, and placed so their center .arelrs•cnseeu ..esessfeero w.etrrta elutes sEO •: 730268 e. C•atsutme hoe r. centred eve and soll.e. • M .e.gstelbaty fee dr lines coincide with oolnt center linos. B. Digits Indicate size of plate in Inches. fatdsden, hen's. shipment sod Inlet Orlon of esa ponenen M. For barrio design values of the Computrus Plate, indicated by the prefix 7. fhb deign le lvnbh.d eublew la the seh.tlrr en tore. domino .N forth 'C', see I.C. B.O. R.R. 4211. by the Ttvw Plate Ie. ut. In Weed Tnre.... Nle-el ", s envy Of 11 . The Computrus Net Battier Piet. le Irt�lpptad by the prefix 'CN the __. .. .., r1.e itq l InOleplee 1 men; P ' t „ q.4 All ;a h. *s sr! ?r!'. ., / LUMBER SPECIFICATIONS TRUSS SPAN 24'- .00' TPI92 /UBC94 SINGLE MEMBER FORCES GO LOAD DURATION INCREASE ■ 1.15 T 1■ -1169 B 1- '.,73 N 1- -339 SIZE SPECIE GRADE PANEL(SI SPACED 24.0' 0.C. T 2- -1008 B 2- 642 N 2- 430 TOP CHORDS: T 3• -1006 B 3• 973 N 3■ 430 2x 4 OF 111 16BTR 1- 4 LOADING T 4■ -1169 N 4 - -339 BOTTOM CHORDS: LL ( 25.01 +OL1 7.0) ON TOP CHORD - 32.0 PSF 2x 4 OF /16BTR 1- 3 DL ON BOTTOM CHORD - 10.0 PSF* LEFT - 888 RIGHT - 888 WEBS: TOTAL LOAD ■ 42.0 PSFN 2x 4 OF STAND 1- 4 N5 PSF REDUCTION TAKEN ON BEARING AREA REQUIRED (SO. IN) BOTTOM CHORD. AXIAL STRESS ONLY. JOINT 1 1.42 OF / 2.19 HF / 2.09 SPF TC LATERAL SUPPORT c- 12 UON. JOINT 5 1.42 DF / 2.19 HF / 2.09 SPF BC LATERAL SUPPORT c- 12'0C, LION. OFF PANEL SPLICE NOTE: on panel point splices are located at 1/S the panel length +1- 6' at f.{� either end of the panel indicated. ( -(U (>42F except end panels. ,. .) �.• ` 1 C �� 12 -00 -00 12-00-00 ... �-. °' ^� \. C' 12 12 �' -c: 5' O , 1 8.00V C- 4x4.3' .8 err C e R. Cilk \ ^ ' (.p T of canal pC ot . ( C- 1.5x3.4 C- 1.5x3.4 ` ) �z 4 iG t1 Lam. .'g►_ e..),././ _ 4 . AA alhib„„.. ..s o - 2.5x4,3 C- 2.5x4.3 C-2.5x4.3(S) C- 2.5x4.3 c6 Exrl��, 6flD C- 2.5x4.3 J y Jr 24 -00 -00 Scale: 3/16' JOB NAME: WEST HILLS 0836 -96 SD ARIEL TRUSS. INC WARNING* General Now, unless otherwise noted: Veer 6.0.9 FILE NO . TRU- 2 4 — 8 -4 2 * 1. New a amid 1A.A. d Worming bee.,..s.w a t.n mow.. 1. Design to support loads as shown. • 2. NriM woolen wen•eter ir.tM M ed,dW N d O-.-d NNw Md 2. Design **sums the top bottom chords end botto chords to be laterally braced at w.n+q. been e.n.lrwkn wr.rernsse. 2 o.c. and at 12 0.0. respectively. DATE: 5/31/96 3 °ewpw -n Wooing run b bat d,.lre down +. 3. 2x4 Impact of rs l or lateral recommended the respective w c o shown + + 4. Al W.. 1 ..... .... red b. +y D 4. Design g tl ss of trues le the responsibility eont r' M inn. by "� .. 6. and a steams trusties era to be used In • non-corrosive environment b Magnet one prvN•d N wiper N esr.sbt• e- .r.tw. and are for 'dry condition' of Lisa. R E F ••• DES. BY: TU c....0........... er .p.J tor f nett bonne. a. Design *ileums. ow full bearing at all supports shown. Shim or wedge If / CcTrus Inc. • S. No lead noted be ended N any M .perm! wel otttn H losing eM necessary. • fe Se..e w wrplNe, rd . err taw. a"." .ny Mode r " " ' ""n "din 7. Design assume. adequate drainage Is provided. nods b N 8. Plat shall be located on both fact of truss, and placed so their canter r.ruswcv.no teeres-ro . COO/WM *Mar SEQ •: 905723 a. c.,...... h. n. Omani mad .rwtwo n. ._ -... 'y Is' Digits ind t a with )Dint Center c lines. f.brlstleo. hedrre. dyw-w rd br dare N .. Dor basic s a of plate h Inohes o u w %nee * .. 1 O. For bssla deign valuer of the Demount., Plate, indicated by the prefix Teo noire w frerdired oaten N Me erlt.tlr- M beer.. deter cal ferM C s I.C.B.O. R.R. 4211. by tb Um, Hen lnnakute b'M r. eebte Weed Tenon. eae•el • •, espy N 11. Th , Computrus Net Section Plate U Indicated by the prefix 'CH', the while M be torten.M by C.. -.rues won mignon designator 11 9) Indicates 19 p.. m.twrlal Is wend, All wrMre arse 70 nw LUMBER SPECIFICATIONS TRUSS SPAN 30'- 10.00' TPI SINGLE MEMBER FORCES GO LOAD DURATION INCREASE ■ 1.15 T 1- -1528 8 1- 1272 N 1- 77 SIZE SPECIE GRADE MEMBER (S) SPACED 24.0' O.C. T 2- -1019 8 2 -'. 1272 M 2- -524 TOP CHORDS: T 3■ -1019 8 3- 1272 W 3■ 671 2x 4 OF t1 1 1- 4 LOADING T 4■ -1528 8 4■ 1272 M 4. -524 BOTTOM CHORDS: LL ( 25.0) +DL ( 7.0) ON TOP CHORD - 32.0 PSF M 5. 77 2x • OF 01 1- 4 OL ON BOTTOM CHORD - 10.0 PSF* WEBS: TOTAL LOAD - 42.0 PSF* LEFT - 1141 RIGHT ■ 1141 2x 4 OF STAND 1- 5 *5 PSF REDUCTION TAKEN ON BOTTOM CHORD. AXIAL STRESS ONLY. BEARING AREA REQUIRED (SO. IN) JOINT 1 1.83 OF / 2.82 HF JOINT 5 1.83 OF / 2.82 HF 15-05 -00 15-05 -00 T C -4x4.3 4.' �� p. JOH4;s 4 ov wAsy /ti � 12 12 r; 8.00 V \,18. D0 , 1111 1111 / 41 1;.. ,`• //// A C -5x5. i (S) 7/14:411N1414\pC-5x5. i (S) '�� s a' VP 1 i ONALF�� x . k h F v O R 1 •' -3x4.3 C -1x2.6 0. 5' C -1x2.6 , -3x4.3 b C -5x7.7 (S) y y 3 0 -10 -00 Scala: 1/4' Arie] Truss Co. —MA Job name: POWELL 01684 -92A WARNINGS: Oenerel Notes, unless otherwise noted. t. Reed am Genital Nan and Wernconstruction a support ge Were construction Mimes. 1. Design to supp toads as shown FILE NO .: TRU - 3 0- 8 - 4 2 * 3 r annd con t, a d o , m h b d.0 chni rel gm. and 2 Design assumes the to and bottom chords to be laterally braced at Warnings beton cennstn ictlan co15ownncos DATE: 3' -0 oc and at 12' -0 oc respectively > u 7 canpeealon web brUdop must be Inetsaed When shown +. 3 2x4 Impact bridging or lateral l bracing recommended where shown + + 11 / 16 / 9 2 De 4 sign assumes truss is the responsibility ot the respective contractor 4. AI MreMrYgann eentssuchselomporsrydern aprr ansosrw. 5 NSW assumes trusses are to be used in a non.corrosive environment MUM be designed and piovded by designer a 000pets eYUetrre and are for dry condition" Cl use CompuTrus Inc. REF .: 15 -1 DES . BY: JAG Computing assumes H W s ep:nMMy ter such bowing. 6 Design assumes Ius bearing al all Supporls shown Shim or wedge d S. No toad should be vetted to any component until dew NI Waning and DDes adeouale drainage is provided aManena as. compass, ad a n *mo Shade any dada peas Ws. design 8 Plates shall be located on both laces of truss. and placed so their center SEG . • 382742 loads he OM applied to a component in . Miles coincide with ant center tines eiwormixiwa • r.e.m.Mma • earuns M,rrm. s. Compuuua has no control ever and assumes no responsibility der pits g Digits indicate sue of pate in inches wmoaion. handling, shipment end hneINMtan of components. 10 For basic design values of the Computrus Plate. indicated by the prefix Ver5 7. This design a furnished aaNass tnamdaaaiaon buss designs aelath C . see IC BO R R 4211 ■ M In Tom Pate rwtenise in .. Mery u HS Wand Des, 5W' a copy of 11 The e g to t u r Net Sec o gap is in s IS ed by nth op ale 20 the \, which h will be ta newest. rnished by Communes upon newest. LUMBER SPECIFICATIONS TRUSS SPAN 34'- 6.25' TPI92 /U8C94 SINGLE MEMBER FORCES GO LOAD DURATION INCREASE ■ 1.15 T 1- -1875 B 1- 1560 W 1- -334 SIZE SPECIE GRADE PANEL(S) SPACED 24.0' O.C. T 2- -1664 B 2- 1241 N 2- 383 TOP CHORDS: T 3- -1132 B 3- 1241 W 3- , -501 2x 4 OF 916BTR 1- 6 LOADING T 4- -1132 8 4- 1560 W 4- 888 BOTTOM CHORDS: LL( 25.0) +DL( 7.0) ON TOP CHORD - 32.0 PSF T 5- -1664 W 5- -501 2x 4 OF 9168TR 1- 4 DL ON BOTTOM CHORD - 10.0 PSF* T 6- -1875 W 6■ 383 WEBS: TOTAL LOAD - 42.0 PSF* W 7■ -334 2x 4 DF STAND 1- 7 N5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. LEFT - 1277 RIGHT - 1277 TC LATERAL SUPPORT <- 12 UON. BC LATERAL SUPPORT <. 12 - OC, UON. BEARING AREA REQUIRED (SQ. IN) JOINT 1 2.04 OF / 3.15 HF / 3,01 SPF OFF PANEL SPLICE NOTE: JOINT 7 2.04 OF / 3.15 HF / 3.01 SPF Off panel point splices are located at 1/5 the panel length +1- 6' at either end of the panel indicated. except end panels. 11 -03 -02 17 -03-02 12 12 6.0017 C -4x4.3 Q8.00 4 r.r G:: ::1 11 r ( l . : 41 1'r- C- 15 3 C- 2.5x4.3 C- 2.5x4.3 �� .x C -2 , 5x6 (SI C - 2.5x6 (S) C- 1.5x3,4 Z A l i ' , -° NAI . Yl` :; ' ../r. ,//,,,,,,... o -4x4.3 C- 2.5x4.3 0. 5 C- 2.5x4.3 C-4x4.3 0 `EXPIRES 6l10 C- 5.5x1.7 lS l • 1 r y Scale: 1/8" 34-06 -04 JOB NAME: HILL CREEK 91502 - 96 SD ARIEL TRUSS. INC WINNINGS: General Notes, unless otherwise noted: 1. Rod r Geneve' Notes and Warnings Mhos s e.euaNn N trt.ms. 1. Design to support loads as shown. Ver 6.0 . 9 FILE NO.: TRU- 34 -8 -42* 2. Mader and _'roan eentnwm.Iould be whim' of ell Gwent Nets and 2. Design assumes the top and bottom chords to be laterally braced at .nodose Wore aatru.d.n 2'-0 o.c. and at 12' -0' o.c. respectively. b 3 3. 1.3 e.ipsesNen web besting must M Installed where shown •• 3. 2x4 Impact bridging or lateral bracing recommended where shown + + / 4. Design assumes trusses t o truss is tM r to be used of the n-corr tiye contractor. DATE: 9/11 96 4, "fond 1.4"6 .1...." T f6 « togmry and Pen"nwtt be" 5. Design re to be used In • rout- corrostve environment, n ewt be designed and presided by ds.15ner of rmylwe annttee, and are for dry condition' of use. ` cassirhw mum. its n.p.mMty fee mush Medina. 8. Design assumes full bearing at all supports shown. Shim or wedge if IOW Inc. REF , . 6. N. led .hadd be rippled to any w. si tong pee.W el bracing and necessary. 15 - DES, BY: LT n.tWS r. wwytw., .d et rte der Mould loads perm awn Arlen 7. Design h noses adequate drainage is provided. t. so their center 8. Plates shell be located on both faces of truss, end placed Med. be applied le any component- lines coincide with joint center lines. wwurActum.w . uwwttmwo , coswifn errttw SEQ.: 6 Com pelns Ins no sonnet ever and .s. e. no responsibility for the 9. Digits indicate size of plate in inches. 965378 f.brtwtfon, handing. shipment and !MALAWI at components. 10. For basic design values of the Computrus Plate, Indicated by the prefix 7. TNs Madan is furnished sundae* le the 6sdtetlsns an truss designs set forth C', see I.C.B.O. R.R. 4211. I by the Tw. Plate buthw. In'6ndne Wed busses. 1161 - g1', • espy el 11. The Computrus Net Section Plate is indicated by the prefix 'CN', the which will be rttnei.h.d by Comp./Inn open request. designator 1181 indicates 18 ga. materiel is used. All others are 20 ga. LIMBER SPECIFICATIONS TRUSS SPAN 46'- .50 1P192/U8C94 SINGLE MEMBER FORCES GO' 1.040 DURATION INCREASE - 1.15 1 1- -4615 B 1• 43/0 V 1- -466 V 7. -849 SIZE SPECIE GRACE PANELIST SPACED . O.C. 1 2- - 35 7 B 2- 3639 M 2- 859 N 6- 551• TOP CHORDS: 1 3. -3465 B 3• 3086 Y 3- -562 V 9- -562 I . 2x 6 OF II 1- 8 LOAU1N6 1 4. -2030 8 4. 3066 V 4. 551 1110. 655 E 60TTON CHORDS: LC1 25.01 +0L1 7.01 ON TOP CHORD - 32.0 P5F T 5- -26.30 B 5• 3899 V 5• -649 x11- -446, 2x 1 a IIEBTR 1- 6 04. ON BOTTOM CHORD • 10.0 Psi* T 6• -3465 8 6- 4376 It 6• 1298 ME85: TOTAL LOAD - 42.0 PSFN T 7• -4357 ' 2x 4 OF STAND 1-11 65 PSF REOUCIIOM TAKEN ON T 8- -4814 • BOTTOM CHORD. AXIAL STRESS OILY. TC LATERAL SUPPORI 4. 12 UON. LEFT . 1704 RIGHT . 1704 BC LATERAL SUPPORT <- 12 UON. OFF PANES SPLICE NOTE: GEARING AREA REOUIREO ISO. INI Oft Panel octant splices are located JOINT I ?. 73 OF / 4.21 W / 4.01 SPF .101611 9 2. 73 OF / 4.21 MF / 4.01 SPF • at 1/5 the penal length •/- 6' at •ltbsr end •f the panel indicated. except end panels. • • ' ,�R. , C G ,q�O � , ,i "'ts yi PO 23-00 -04 23 -00 -04 . 4 3 . 12 12 �. s Y 4.00 C - 5.5x1.7 '4 f- �, 7 7' _ .• s , it. / 41 C- 2.5x4.3 2. • �- C- 2.5x4.3 C- 4x6 {SI . ...11. a • a C- 2 ( S 1 ` , 5x4.3 C- 2.5x4.3 £T1pi 64. d = C -4x6 111111 C-1.5x4.3 ` r C- 1.5x4.3 -4x9.4 C-2.5x4.3 CH- 3110.2(51 C -3x7.7 C- 2.5x4.3 C- 2.5x4.3 - C-4x9.4 C- 2.5x4.3 CN -3x 10.2 (S) • J, 4b -00-OS y seal.: 3/4 6' JOB NAMF••RFGGS /1994-96 KS Arie1 Trusi I w.weiaa Wwerr 114•••, unless •Ibenidee mewl: 1. wara e Omni UMW and .r..wII WV. .,w.w+ww.-t••lmr. 1. ndypm Mats de *own. Ver 6.0. • FILE NO .: 1. ewer T-46-4 armed. dale b.. d •1 f enne Asa. WI 2. j Q e n 412,401.4 M ta.ee and Impel aharr 1.M tats ly lowed .1 -0 • .e. am? w 12'-0 •.c. r.q.c*vdy. i-46 -4 -4 Z * 1. Ns... Mw.a. .er llama •. S. 2x4 r �ae� Irldp Is.asI M .acme.wenaw when stew, a s .. i ♦. rot.nafen 41 hiloti. Ms ssepmeail el M aysetws ce,*. bra ma E: 12/10/96 1 ' de im'dy"" ~� dam"` Mali MP •`.. -, 7...... N`e~• 6. �•s 4111111,1101 warm a • w h► a 551P 115411 •rwl+reeeel. .e.w. N ••er.r ant /•••••e• ee Meows se =.slrep c .d fsr «y et us. c•wr.a mare. ea - 1My tar we+w.r.a. e. om1U 1111111011 e 'i w s t at ar awed. eves. ahln r weds. a L 1lC i1C. e . Nob.. rx I44 a. wed. Is •n ae.e•.ea sew sa w al ter■ N REF.: 15 -� OES . By: f J r."r.......e.. ••r ea r r.+.er...1."1.6""" ew.eee. S. Ndn aloe M Metaled e IMO facie e/ bum and "aced IN mdr caeNr Gawk ...wad a• ..y ...p..r. Wee Pineee, win Woe .ass• Iwo. .uw•...e.. _ a wwxm....er..r.. satyr SEe.: 017 452 G. a.- w . ww ....e.t... «m....... .a.e..rseya. a.. 6. °I.". "lie"eN.•1Na" wee.. Gael. Men .r ewG...e.. .e...p.e.e. 10. �1 I Weis a >;e 7- s ' wnel. Plate. ir.AcNSaI M Gfa eeeh. n .{N. /e.Y.r..M5.. d.a.a.4•-wa•.w. area 5 "14 °s to f i 1 e. T. M a....a.e. w .5 weal y......, Leas •.. a amp, al. 11. T� �neeut N se hap ie w+icrt s G All need. 'car_ tae ey ..pw ,d e. M..e.. by Corp/lam a .. r..•r. dseepn.ter I l •1 ecaN. lb pi. 'name is AN W hms ma f 0 q. DAVID HICKMAN ASSOCIATE ARCHITECTS, PC PLAN REVIEW APPROVAL FOR COMPLIANCE WITH THE APPUCABLE PORTIONS OF: e 171 s 409 . RAN REVIEW APPROVAL DOES NOT AUTNORf?E October 21, 1996 CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. LINHART PETERSON POWERS ASSOCIATES NOR DOES IT RELIEVE DESIGNER FROM C/O Walter M. Friday, P.E. ANY UABIUTY OR RESPONS18fU . 3855 -3 Wolverine Street NE z Salem, OR 97305 LINHART PETERSEN POWERS ASSOCIATES. INIC. RE: RESPONSE TO GENERAL COMMENTS ON FIRST PLAN REVIEW OF TIGARD MEDICAL AND REHAB. CENTER SUNRISE HEALTH CARE ADDITION, 14145 /pgnf SW 15Z'rH STREET. LP2A JOB NO. 96522.070 CITY NO. BUP -96 -0389 GENERAL COMMENTS: 2. Additional area: Footprint of new construction is 2370 s.f. Building is sprinkled. General comments report noted building was unsprinkled. Building is not two stories but is one (1) storey in height. 3. Drinking fountains: 2370 s.f. = 29.62 80 Occup. load for health care 29.62 is less than occup. factor of 30 therefore no drinking fountains are needed for the new addition. The existing building does have drinking fountains and each room has sinks with cups and dispensors. 4. Attic ventilation: See attached revised drawing S2 of 2. 5. Architects stamp on mechanical plans: This is a design -build project, mechanical plans will be stamped before submittal to the building department for permit. FIRE AND LIFE SAFETY COMMENTS: 1. Exit illumination: See attached revised reflected ceiling plan A6 of 10. STRUCTURAL COMMENTS: 1.& 2. See attached engineer's calculations, 3 pgs. RECBTVE OCT 1 7 J9 LINHART PETERSEN PJ ASSMATES 700 North Hayden Island Drive, Suite 350, Portland, Oregon 97217, 503- 285 -2256, FAX 503 - 285 -4362 Page 2 October 21, 1996 3. Copies of prefabricated stamped truss plans and calc.s will be submitted by engineer to architect and to the building department for review. 4. Special inspection is not required for this project. Foundation concrete strength is 2500 psi. Bolts installed in concrete are not stressed more than shown in table 19 -E. DISABLED ACCESS COMMENTS: 1. We are required by the city zoning ordinance to retain the existing number of parking spaces which is already below the required minimum level. The new addition requires 9 spaces by zoning ordinance of which one is required to be disabled by ADA. We cannot meet the 20% of the existing 48 parking spaces which results in 10 new disabled spaces without reducing the required parking by the city of Tigard zoning ordinance. The best we can do is to provide two (2) additional spaces for a total of 4 disabled spaces. (see attached plan revision Al of 10.) Note: Patients at this facility are not allowed to have automobiles. 2. Accessible parking signs: See attached revised sheets Al of 10. 3.& 4. Accessible controls and hardware & lavatory pipes insulation: See attached revision sheets A9 of 10 & S3 of 3. ENERGY CONSERVATION 1. See attached energy code calculations. 2. Energy effficient windows: See attached revision sheet A4 of 10 for revision notes. 3. Crawl space vapor barrier: See attached revision sheet S2 of 2. Sincerel f Z / '1 Ron Woodruff ---NN. . tli i ,,,,.. .. N"\--N,....., . .. 3 ' „, P % 7K1 \ --- ! , i . iN 4 . , , , T1 '%NN N.N... o - - - �' ... „,,, ..,\ iTir -,. .. '\--- C 6% --..\ -IC Z. Z rA /■1 rfq \S'‘ ...- gf ‹ z C �s C d c F I uz F J T _ JOB NO. 9601 C I�E 1 hzev1 iaN - �PAi?f,clN DAVID HICKMAN O ° D DATE: OCT, '? 1 5� CTIa� YID. St iAS ADDITION ASSOCIATE ARCHITECTS, A.I.A. PC 700 MORN MAV00+ ROAM MK sum 3110 FILESPEC: TIGARD, OREGON P0R7 0R 17217 (W) 2.6- ENO 003) 205-4302 18"x 24" SIGN - . 6:3 18 "X 24" S I N , & • fe vis Elb 1p,f�1 N C� orr SI GN6 VAN P K 1 N w i Tf-1 0.1-1,\I- AC CESSBLE t� lSPr.�Lel� Pc12.rr 1 r LY i STATE DISABLED • / l o l f'�TO R . 5 U r31E.GT TO PARKING PERMIT STATE DISABLED REQUIRED PARKING PERMIT TOWING UN PE K ORS 811 . (92.0 4 FJ __________ / REQURED E p.N 13 N ~1 N>: OF UP T0 I/ L C Z $1I. (,15.j �, / FROM PAARKII\ - FROM 4 PARKING / SURFACE ,-(\`'r SURFACE <i .._, , , e , . , . :D , 4LT ✓ — 12" DIA. 30" r.----y* AGE 12" DIA. 30" CONC. FOOTING CONC. FOOTING LT JCK • z HC. PARKING - SIGN 2 HC. PARKING SIGN 4-c scALE- ,•a,' -o• 4.? scALE- 1 -0 • JOB NO. 9601 s t° � I 6I1-1 REV s DAVID HICKMAN d - �' DATE: o-T,1 4 9� TIG ARD RID. at ADDITION ASSOgATE ARCHITECTS. A.I.A. PC / 700 HO wAroa n�w+n oast sun! 340 FILESPEC: TIGARD, OREGON PORTA" 01, ""' 003) 2111-22111 FAA (�) LF431/2 ALL ExTE -? 1 CR 'NN 1 t i tpo :'v - lvl l i.so\R::) . Q FR IES SZ20 -- ';GAL. , LitINC.' . FI XF_O AS IN!CA Q, 0 0 gi z. .- 1 WI SCHEDULE M 4 2 Y A WINDOW SIZE TYPE , NOTES U R i 1 2' -6 "x 4' -O" ' VERTICAL SINGLE _ SLIDER HUNG * I 0 5' -0 "x 4' -0" VERTICAL DOUBLE SINGLE * Cl SLIDER HUNG Q O 7' -6 "x 4' -0" VERTICAL TRIPLE SINGLE * p A i SLIDER HUNG 6' -O "x 3' -0" ' HALF ROUND I�(L17 u 0 6' -0 "x 3' -0" PICTURE U 5 WINDOW _ IXa z 6' -0 "x 4' -p" VERTICAL DOUBLE SINGLE !� 6 SLIDER HUNG * _ - j M 4' -0 "x 2' -0'� PICTURE y 9 z 7 WINDOW � I xs i 8 4' -0 "x 4' -0" VERTICAL SINGLE * _ SLIDER HUNG 1 2'- 6 "x5' -0" PICTURE ; 4 A WINDOW , 9 i c ,. 1 1. ALL WINDOW GRIDS WILL BE WHITE ALUMINUM AND SEALED 0 BETWEEN THE GLASS. ALL GLACv5 CLEATZ. I 2. GRID SQUARES WILL BE EVENLY SPACED ACCORDING TO THE NUMBER OF SQUARES SHOWN VERTICALLY AND HORIZONTALLY ON THE ELEVATIONS 1. * ONLY THE TOP HALF OF THESE WINDOWS WILL BE GRIDED 3. s a (' Nora; - U- vAL-u5 (JF W IICIDOv.15 I -tAL1. m w t,5 Ar 41e. es Lo w v I-u F o F o. 54 !, ° o L -- )f . of t 0 ., .. 11 , LIGHT FIXTURE SCHEDULE 'A' ELLIPTAR F301 SMALL FLORESCENT— a 24 ", 48" T8 LAMP K 'B' 4 LAMP FLORESCENT T -8 SURFACE— Z1 MOUNTED WRAPAROUND 'C' SAME AS 'B' W/ TWO LAMPS Y ______� 'D' SAF.AcE COMPACT FLORESCENT, 24" U r i r- 'E' UNDER CAMBNET FLORESCENT ° 2 3 3 'F' VANITY FLORESCENT, 36" ^ 'G' WALL MOUNT LIGHT Cl C EXHAUST FAN 5 <111 '` -` D Foc rurzv - -'.u. c..0 Lt re. 9x1-C21/ - Co, a 2 -13 w NOTU. : P y 1 E. ALL CODS -QQU i F-S D N z aME EE c.-% LK:2447i1 1C- ,' S D - 'I HCA:z 1 5, NsC,KE. ; . .� F rr c o r•1 t 9 `�'S * - M > t"�' =p ,i) X Fzs`r �U�lf_r w., • • 0 kil .a, i LHT F xTUP� SC l- t'E DUI.� C�NT1 rJ , VI IA N FI .pt2�SCEN t St N C- 1,e - 111 3F 4-1 Vl�t -TE1� �" i �Elt-it,tE, 1-11_61._4_7214______61 I SUF 'F `!WALL TYP. t 1316.1.2.2 Exterior lighting controls. Exterior building lighting not intended for 24 -hour continuous use shall be automatically controlled by a timer or photocell or both. Timers shall be capable of automatic adjustment for seven days and for seasonal daylight variations and have backup capabilities to prevent the loss of the device's program and time setting for at least � 9 10 hours if power is interrupted. 6' U O W M.'�.� q/a ? X u 56 g ora= Prr4 0 C LPF 12 -1 '�i CAT f I o Z w . AT ALL L C 1 tJ t∎i G, a F s�F FIT LA 6 1t 711 o o '-. F R.E. RAl C-• fl-.s ∎C-,1-► "- . ` of t t il...I 1'1 I iRi2O iR / SO4P /-----------:---- .• / ID ISFENSE12 \ • ( — I I I .1 X / �- �/ O I-far W "TC R. t DP r 1 t s a r )(pc) ED E �� /� z ' 7 5 -tA4. L. r I N SULAIED I I — E La • o12. o'fN"E rZ W is E / i - 1u cove -12..D. ---/ -- r- cYl ,.. N[ X CV A1.V Gti,.i -fe-v t..-• i 1 A-it iS w A R-e 5 r-rA- L.L. pe A- -c — 5S 11a1.E to 0t S A 1 0 t-e KD p c. 4 )t_e- Op12rATiUri ANr, M•QUVPA T1rlS I 1 .. t.. ~") I N OPTIONAL 1 1' AX Oft MIN �V NOTE: f i. \ NL IT ° MN ENCLOSURE ' AGcres IB1 I Ge. TTQc I_S JOB NO. 9601 [ I- AvpToKY �XpoSEI3 PIPE c.vetz� DAVID HICKMAN O -. DATE: O G T 3 1 1 io BARD IBID. & NEAR ADDITION ASSOCIATE ARCHITECTS, A.I.A. PC 700 MOM M VOS IILAMD DIOK !u1[ 350 FILESPEC: TIGARD, OREGON PO111AM°' 011 57217 (003) 2M6-2200 rA (0) 200-4302 . . _ (Jr1-prNC�E ��°� s wirlC -� t6 DEL - r - i'YPE �f'�� DOo� (�-- t0.3 OUT INfio Ge1 I y-i 1 i - c\f Pa ' c.: poop... �� SCEDULE ®� ®� � �� DuV ® ®� 1 DOOR FRAME HARDWARE REMAR KS Z Z 3 SIZE FIRE Q Y0 � NUMBER WIDTH HEIGHT THICK. Ws E MATERIAL FINISH GROUP RATING _ '� WD STAIN HM 1 20 MIN. _ - _ F 10 _ 4 !� 6 8 1 -3 4 � 2. _ _ � 102 _ 3:-,b; _ _ * ___ * I : 104 4 _ _ Q 105 _ _ ii! Ca aI 106 � — _ _ 108 CO 20 MIN. 109 _ _ a 110 �� C I - - z 11 Immul_ 411141110•11 EMI A _ - w A ' �- ; - - -- ; .0 s3.1.. __ PAI 5 11 d __.-._- 1 _,11? HB. ELE. POLO OPE.1-4 . t r.! 9 z �,.! i N , 2 DOORS & N +,/ u G !' ETA! N # 1' w a � _ 2 CLOSERS r o - I-- FRAME HARDWARE REMARKS 1 WINDOW FRAM S — iNTaRko� • �' N Q SIZE FIRE THICK. TYPE MATERIAL FINISH GROUP RATING 1 NUMBER WIDTH HEIGHT _ , 9 2' _ 3' _4" --- D WIRE LA` PA W17 t HM — 20 MIN. 2 WINDOWS 6" APART 10 2'- b 9" _ _ E l�l CLASS PAIE�-T HM- - 20 - 0 * TOR CAN USE EXISTING DOOR IF IT IS STILL IN GOOD SHAPE ,�,�� HA�Dv�Arz�_ Gr_O V P S • .."3 ,1 C tT+ t"'� A 1. tw E o r- too 12 -C'YPS poop. r il 1.5 o 0 i Z Lu 0 m 1--. J O Q p t� a 1 of ( i / ' I I�-1 I ¢ \ d� IN f� w I �, -► or., �erzt N R 1 g/8" X6 S TUD WAL ®1 T1oN " o �'`��'2v 1 Ere ° yi�R.nn 5i►7E GYB. 1�JALLBD . I 1 5/8" PLYWD UNDERLAYMENT I : I 5/8" PLYWOOD SUBFLOOR ' ; ; A UMt✓P Et,EVATIoN1 -.2.1(;r=4" To r'i TGH Ex14,7 �, .4 � :� _ - -- - _ - -- -- - ` KM � i`� TIT 211 1 r ,��.� .■ VWQR1 e2 I 1 INSv1.ATV21 v4i•tN I P �Rw� �pp�FL 1', 1 or-1 w Ai2►vi Stns - i a� � I P.T. 2x PLATE W 1 2 " x10" A.:. {. ® 48" o / .c. / • ---de— - 1 TJI /15 DF 1 1 -7/8" DEEP ®16" o.c. -id , a •d CP° • Allied■- • -- ,f - - ir �, - 8" x2' CONCRETE STEM WALL � 16 "x10" CONCRETE FOOTING I - INTERIOR GRADE LEVEL __� 1- �.__...,,. V ' - 0,412-t . •- -014 Co M ILL I IoN 4* 5 tar eu TTo r'I 4$ VER-TIGA1•r C 9- -o" o,c, 0 wfki-A/ oaarioN iza\/1 10N nir 45 /4- il 6cA L it—iv 1,, Pon EV PT FVVa� ■ . JOB NO. 9601 wa.LL' 5 &118H - V PPR P0\feletse. Rik/1 DAVID HICKMAN ED I` 0, N DATE O }� MID. =JAB. /1DDPr1i0N ASSOCIATE ARCHITECTS, A.I.A. PC G T �` 700 waNm HAYDEN iwN+o Dime wn( xo FILESPEC: TIGARD, OREGON P0111LAMq 01 57217 (503) 2510-2250 FA/0 (bs) 2116-4302 1 PIR-GPAG \ y 1 WI �7 \� i, *' \s- INSUL �/ r • � �e J •14,111 12-0 "-rS vENT - 5 I NI6i LM jj. OVE N' 6-r- T14s 44)1.464 G1 11 r 012 e LI�( 1.- )t- 13l.oGI 1rl&I At- ~� \ 5-AG A S pA N- 1, u 0 FOR P12 W W - T Pot 1..- 1NS1..1►�A1" ION T 1 0 -7 l SE'S ( . 6 0 • 0 ) 4 ' 4 4 - — 2 WI2E CONrINu0u '''..7 7,2 i ae. EtZ uAI- w oos - G126 E ►� .1E1...1 T W I° --2. IoI iu 5u I/ . "U I Revise-0 v4 L-L- b5T*\I1.■ /1 1ari 2I2. 662 '1'r V -N''INCa 1 INvI,.evT 2 '4' sGs►l. Kh'LO`Ge r 4 c1.,1 T !�►i'a I.21 U4-. - y' J JOB NO. 9601 [ wAt.0 5EGT10N 2 Tp1L REV. I DAVID HICKMAN 0 ° , N DATE: OGT. I 1(o TIGARD =D. & BBHAR ADDITDON ASSOCIATE ARCHITECTS. A.I.A. PC 700 NOM NAMM WOO 01312 aunt no FILESPEC: TIGARD, OREGON "ENO' 01 17217 0 2131- 221111 MAO (0w) ar-w • TIGARD MEDICAL AND REHAB ADDITION BINGES - STANLEY N O TE * LOCKS - SCHLAGE PEI, W 3 EXIT DEVICES - VON DUPRIN CLOSERS- LCN K /PLATES - QUALITY STOPS - IVES • d 1 3 j THRESHOLDS - PEP= 1 A WEATHERSTRIP - PEMKO HARDWARE GROUP #1 - Dr 101 -, 4 a #2 - Drs 102,112,113 K - #3 - Dr 103 #4 - Drs 104, 105, 106, 107 Y U 1 #5 - Dr 108 U .t i #6 - Dr 109 #7 - Drs 110, 111 - _ o 1 #8 - Dr 114 GROUP #1 F 1 SGL. DR. #101 LOBBY TO RECEPTION 101 LH 110 Q $ 1 g 1 EA 4/0 x 6/8 x 1 3/4 SC - 20 MIN. BIRCH DOOR Q d aI 1 EA LO PRO 20 x 30 BEIGE LITE KIT LITE KIT 1 EA 1/4 x 19 x 29 KISCO WIRE GLASS GLASS 1 EA 47C - 345 - A068 - ASA- 20 MIN BWNTOME FRAME ,---'►e-----, 2 EA TAIO CLOSER REINF. CLOSER REINF 3 EA FBB179 4 1/2 x 4 1/2 652 HINGES 1 EA AL53PD - SAT X 11 -096 X 10 -025 626 LOCK 1 EA 4041 -REG. 689 CLOSER 1 EA 48 12 x 46 630 KICKPLATE i Z 1 LA PK55D20 GASKETING Z GROUP #2 _0 9 I-- •- z 1 SGL. DR #102 EXTERIOR FROM THERAPY 102 LER 90 1 SGL. DR #112 EXTERIOR FROM LOBBY 100 RHR 90 fl W 1 SGL. DR #113 EXTERIOR FROM LOBBY 100 UiR 90 4 a O 3 EA 3/0 x 6/8 x 1 3/4 SC EXT BIRCH DOOR 3 EA LO PRO 9-LOE 24 x 30 BEIGE LITE KIT 4� A 3 EA 1/2 x 23 x 29 IG CT GLASS GLASS a 3 EA 16EG - 734 - 3068 FRAME Q \ __ L5 il t-i 9 EA F8B191 4 1/2 x 4 1/2 KRP 630 HINGES \j1 3 EA 99L x 9941 -06 626 EXIT DEVICE 3 EA 20 -021 626 CYLINDER U.1 3 EA 4041 - CUSH 689 CLOSER 0? ll 3 LA 48 12 x 34 630 KICK PLATE A tl 3 EA 2005AV 36 THRESHOLD 3 g " 3 EA 588D17 WEATHERSTRIP a< 2 - #9 RELTTES I 2 LA 47C - 2640 •- 20 MIN BWNTONE FRAME 2 EA 1/4 x 29 3/4 x 47 3/4 MISCO WIRE CLASS CLASS ■ p , \ ills Ho YE HA. NIut,E ., PuL1-6, I."TG 14ES ) t K- ocs , H }a14 D oTG- h+ O{P ATNC� I P1iVIGI�S ON GOaR o 14-/ •F3 I M ET p Lu+' 113 1 N F I Xru 1 AND eT41g-4'sc5 E ) Z o_ FAcI LIME° SFbLI �. I 4 LEYt 12- Ohl- 1 ER- SHADE o o 1 12M17 - 1M 6, op t;I2ArIo�+ l3'( VI Rls c212. 042,M r(Z SUFE re-.12_ I '94 UDC 11 01 . 3 ,'Gor -mzeks #4,4o RNLI) WARE s 3 of 5 Tigard Medical and Rehabilitation Sunrise Healthcare Addition RESPONSE TO ARCHITECT'S RESPONSE TO THE FIRST REVIEW City of Tigard LP Job No. 96522.070 City No. BUP -96 -0389 OCTOBER 27, 1996 DAVID HICKMAN, R.A. DAVID HICKMAN ASSOCIATE ARCHITECT, PC 700 NORTH HAYDEN ISLAND DR., SUITE 350 PORTLAND OR 97217 FAX (503) 285 -4362 RE: FIRST PLAN REVIEW OF TIGARD MEDICAL AND REHABILITATION CENTER SUNRISE HEALTH CARE ADDITION, 14145 SW / Q"�ST LINHART PETERSEN POWERS ASSOCIATES (LP has reviewed the Architect's response to the first plans review for the above project for the City of Tigrad: • August 15, 1996, plans by David Hickman Associate Architects sealed by David Hickman, R.A., Oregon Architect 1181, including Sheets: A -0.1, A -1', A -1 through A -10 and S -1 through S -3; and • August 12, 1996, unsealed mechanical plan by the Heating Specialties, Inc., one page; • June 21, 1996, unsealed landscape plan by Island Landscaping; and • October 24, 1996, unsealed letter from by David Hickman Associate Architects signed by Ron Woodruff, two pages and attached revised plan details Al through A9 (10 pages) and S2 and S3 (3 pages). INFORMATIONAL COMMENTS: During our review we noted the following, that are not code items, but may be of interest. No response is required on the informational comments. 1. Sheet A -1, Floor Plan Key Notes, Item 6, "gravel" and Item 16, "propane" are misspelled. 2. Sheet A -1, "site plan legend," sixth entry, "wraked" is misspelled or a term of which we are ignorant. 3. Sheet A -1', "site plan legend," Item 11, "propane" is misspelled. 4. Sheet A -2, "floor plan key notes," Item 10, "ceiling" is misspelled. er LINHART PETERSEN POWERS ASSOCIATES WV 3855-3 Wolverine Street NE • Salem, OR 97305 (503) 371 -2212 • FAX: (503) 371 -3853 Tigard Medical and Rehabilitation Center ADDITION 14145 SW 150TH St. City of Tigard Tigard, Oregon 97223 Response to the Architect's Response on the First Review October 27, 1996 Page 2 5. "Disable" is the new term, by statute, replacing the term "handicapped." 6. Sheet A -2, Floor Plan Key, Item 4 references the door schedule on sheet A -8. The door schedule appears instead on Sheet A -9. 7. Sheet S -1, Detail 2, foundation plan; there is a reference to a detail for the footing pad that is incomplete. 8. Sheet S -3, Table No. 25 -Q is now Table 23 -I -Q in the 1996 Oregon structural Specialty Code. There is another reference to the same table in "Wood," Item 7. We have juxtaposed the original LP comments, the Architect's response and inserted a status line to aid understanding. New material has a bar in the margin. GENERAL COMMENTS: 1. Original LP Comment: This review is based on the 1996 Edition of the State of Oregon Structural Specialty Code (1994 Uniform Building Code with Oregon Amendments) and all citations are from this code unless otherwise noted. Status: Informational. RESOLVED. 2. Original LP Comment: Addition Area: 3,350 2370 square feet. Note this areas is larger than declared on the plan and includes the area from the new two -hour fire wall. Occupancy: I -1.1 Occupancy Load: 37 Type V -1 -hour Construction (Sprinkled) Stories 2-1. Parking 48 spaces provided. See disabled access comment number 1. Architect's response: Additional area: Footprint of new construction is 2370 s.f. Building is sprinkled, General comments report noted building was unsprinkled. Building is not two stories but is one (1) story in height. Added LP Comment: Errant information has been corrected. Status: RESOLVED. 3. Original LP Comment: Drinking fountains are required for over 30 occupants and one fountain shall be provided for each 150 occupants. Please provide a fountain or provide information that this facility is in the existing building and complies. Bottom of Appendix Table A -29 -1. Architect's response: 2370 s.f. = 29.62 (occupants) 80 Occup. load for health care. (The resulting) 29.62 is less than occup. factor of 30 therefore no drinking fountains are needed for the new addition. The existing building does have drinking fountains and each room has sinks with cups and dispensers. Status: RESOLVED. 16 LINHART PETERSEN POWERS ASSOCIATES 111 3855 -3 Wolverine Street NE • Salem, OR 97305 (503) 371 -2212 • FAX: (503) 371 -3853 Tigard Medical and Rehabilitation Center ADDITION 14145 SW 150TH St. City of Tigard Tigard, Oregon 97223 Response to the Architect's Response on the First Review October 27, 1996 Page 3 3. Original LP Comment: We are unable to find any provisions for attic ventilation. Section 1505.3 requires attic ventilation. Please show how ventilation will be provided to the attic and to the cathedral ceiling portions of the roof. Architect's response: See attached revised drawing S2 of 2. Status: RESOLVED. 4. Original LP Comment: For a building over 4,000 feet in area (this one is 29,528 square feet) the Oregon Architect's Law requires plans to be sealed by and engineer or architect. Please provide mechanical plans sealed by an architect or engineer registered in Oregon. Architect's response: This is a design -build project, mechanical plans will be stamped before submittal to the building department for permit. Status: RESOLVED. FIRE AND LIFE SAFETY: 1. Original LP Comment: Exit illumination is required whenever the building is occupied to not less than one foot -candle as required in Section 1012.1. Architect's response: See attached revised reflected ceiling plan A6 of 10. Status: RESOLVED. STRUCTURAL COMMENTS: 1. Original LP Comment: Sheet S -3, "General," Floor live load is shown as 40 PSF. Table 16 -A provides 40 PSF for Hospitals, but 50 PSF for office areas. Please revise plans to accommodate 50 PSF live load in the office areas. Architect's response See attached Engineers Calculations, 3 pages. Status: RESOLVED. 2. Original LP Comment: The complex roof structure lends to drifting loads in valleys. Also the new parapet may change the drifting conditions on the existing roof. Provide structural calculations showing compliance with drifting. Sections 106.3.2 and 106.3.3.1. Architect's response: See attached Engineers Calculations, 3 pages. Status: RESOLVED. 3. Original LP Comment: Supply copies of the prefabricated truss plans and calculations as a deferred submittal to the architect for approval, and then to the building department for review. These plans shall be sealed by an engineer as noted on Sheet S -3. Section 106. 3.4.2. Architect's response: Copies of prefabricated stamped truss plans and calc.s will be submitted by engineer to architect and to the building department for review. LINHART PETERSEN POWERS ASSOCIATES 3855 -3 Wolverine Street NE • Salem, OR 97305 (503) 371 -2212 • FAX: (503) 371 -3853 Tigard Medical and Rehabilitation Center ADDITION 14145 SW 150TH St. City of Tigard Tigard, Oregon 97223 Response to the Architect's Response on the First Review October 27, 1996 Page 4 Status: Deferred submittal. RESOLVED. 4. Original LP Comment: Special inspection is required for reinforcing steel, placement of concrete around anchor bolts, and structural welding. See Section 1701. Architect's response: Special inspection is not required for this project. Foundation concrete strength is 2500 psi. Bolts installed in concrete are not stressed more than shown in table 19 -E. Status: RESOLVED. DISABLED ACCESS COMMENTS: 1. Original LP Comment: Forty -eight parking stalls are provided. Section 1104.1 references ORS 447.233 that requires 2 disabled parking stalls. However, Section 1104.2 requires Group I, Division 1.1 Occupancies providing medical care and specializing in treatment of person with mobility impairments to have 20 percent (10 stalls) of the parking spaces accessible. An exception applies to outpatient facilities and requires 10 percent (5 stalls) of the stalls to be accessible. Please provided for the additional accessible stalls or provide documentation showing that this provision should not be applied to this facility. Suggestion: Could this be a B Occupancy beyond the two -hour wall? Architect's response: We are required by the city zoning ordinance to retain the existing number of parking spaces which is already below the required minimum level. The new addition requires 9 spaces by zoning ordinance of which one is required to be disabled by ADA. Added LP Comment: We agree, the new work is in compliance. Status: RESOLVED. 2. Original LP Comment: Sheets A -1 and A -2, signs for accessible parking stalls are not consistent with the standards of the Oregon Transportation Commission. A sign shall be posted at each disabled person parking stall that is visible to the person parking in the stall. The message on the sign shall read: "PARKING WITH D.M.V. DISABLED PERMIT ONLY VIOLATORS SUBJECT TO TOWING UNDER ORS 811.620 AND A FINE OF UP TO $470 UNDER ORS 811.615." An additional sign shall appear under the above sign reading: "VAN- ACCESSIBLE." These signs shall comply for color, size and character size with standards of the Oregon Transportation Commission. Section 1104.1 and ORS 447.233 (f). Architect's response: Accessible parking signs: See attached revised sheets Al of 10. Status: RESOLVED. 3. Original LP Comment: Sheet 2.3, the standard details show lavatory installations. There is no indication that exposed pipes and surfaces under lavatories LINHART PETERSEN POWERS ASSOCIATES e 3855 -3 Wolverine Street NE • Salem, OR 97305 (503) 371 -2212 • FAX: (503) 371 -3853 Tigard Medical and Rehabilitation Center ADDITION 14145 SW 150TH St. City of Tigard Tigard, Oregon 97223 Response to the Architect's Response on the First Review October 27, 1996 Page 5 are to be insulated or otherwise covered to protect disable people from burns. Please provide for such insulation or protection. Section 1109.10.7.4. Architect's response: See attached revision sheets A9 of 10 & S3 of 3. Status: RESOLVED. 4. Original LP Comment: All controls and hardware shall be accessible to disabled people and comply with Section 1109.3 for operation and mounting height. Architect's response: See attached revision sheets A9 of 10 & S3 of 3. Status: RESOLVED. ENERGY CONSERVATION COMMENTS: 1. Original LP Comment: Section 1311.2 requires that documentation of the energy efficiency of the addition be supplied on forms approved by the Building Codes Administrator. Please provide documentation showing compliance with Chapter 13. Architect's response: See attached energy code calculations. Status: RESOLVED. 2. Original LP Comment: Sheet A -4 shows the window schedule. There is no mention of the energy efficiency of the windows to be installed. Table 13 -F shows the required prescriptive requirements. To satisfy this prescriptive provision windows shall be at or below a U -value of 0.54. Architect's response: See attached revision sheet A4 of 10 for revision notes. Status: RESOLVED. 3. Original LP Comment: Sheet S -2 Detail 1, shows the crawl space vapor barrier as .4 mill (sic). Section 1312.1.4 requires the vapor barrier to be of 6 -mil black polyethylene or other approved material (0.4 -mil is 1 / the required thickness). Architect's response: Crawl space vapor barrier: See attached revision sheet S2 of 2. Added LP Comment: Informational. The new "clouded" note still misspells "mil." The unit of measure equaling 0.001 inch is "mil" not "mill." Status: RESOLVED. WE RECOMMEND TO THE BUILDING OFFICIAL THE ISSUANCE OF THE BUILDING PERMIT ON THIS PROJECT AS REVISED BY YOUR OCTOBER 24, 1996, LETTER AND ATTACHED REVISIONS. LINHART PETERSEN POWERS ASSOCIATES 3855 -3 Wolverine Street NE • Salem, OR 97305 (503) 371 -2212 • FAX: (503) 371 -3853 Tigard Medical and Rehabilitation Center ADDITION 14145 SW 150TH St. City of Tigard Tigard, Oregon 97223 Response to the Architect's Response on the First Review October 27, 1996 Page 6 Respectfully, LINHART PETERSEN POWERS ASSOCIATES att- WALTER M. FRIDAY, P.E Plans Examiner c: Dave Scott, Tigard Building Official, FAX (503) 684 -7297 Larry Beggs, David Hickman Associate Architect, PC. Fax (503) 285 -4362 LINHART PETERSEN POWERS ASSOCIATES 11) 3855 -3 Wolverine Street NE • Salem, OR 97305 (503) 371 -2212 • FAX: (503) 371 -3853 'r'16 Pal h-1 ep r Form 2a Project Name: t Or A- Page: L i SUMMARY Project , 1 . Project T ( pr2. D t-.-1 EL) • 4 P-€Hrrei A"Di.l T i o r- 2. Project Address 1 4 14 i 4 \r! 1 OS '�'Q sTY- -k- r 3 . City/Town '(I C-1 - D County U.t A 5; -+-1N E,Tur.1 4 . Building, Gross Area (ft '257 O - F No. of floors O N'E. Chapter Type ID Description Attached Attached Building Envelope Form 3a Building Envelope - General ar Forms and Pr 3b Prescriptive Path - Zone 1 3c Prescriptive Path - Zone 2 ❑ Check boxes to indicate the 3d Simplified Trade -off 121 attached forms and Worksheet 3a Wall U- factors 0 worksheets 3b Roof 0 3c Floor U- factors 0 Systems Form 4a Systems - General e PLAN REVIEW APPROVAL 4b Complex Systems ❑ F la ma i fieeltesheet 4a Unitary Air Conditioners - Air Cooled e d-- 4b Unitary Air Conditioners - Water Cooled ❑ Noie ow p aw-g__ 4c Unitary Heat Pump - Air Cooled 0 4d Unitary Heat Pump - Water Cooled ❑ PLAN REVIEW APPROVAL DOES NOT AUTHORIZE 4e Unitary AC & Heat Pump - Evaporatively Cooled ❑ CONSTRUCTION TO PROCEED IN VIOLATION OF ANY 4f Packaged Terminal Air Conditioner - Air Cooled ❑ FEDERAL STATE, OR LOCAL REGULATIONS, NOR DOES IT RELIEVE DESIGNER FROM 4g Packaged Terminal Heat Pump - Air Cooled ❑ ANY LIABILITY OR RESPONSIBILITY. 4h Water Chilling Packages - Water & Air Cooled ❑ 0 p4, 4i Boiler - Gas -fired & Oil -fired ❑ ElY DATE: 4j Furnaces and Unit Heaters - Gas -fired & Oil -fired ❑ UNHART PETERSEN POWEFI6OlISIATES. 5a Lighting - General 12( 5b Interior Lighting Power - Occupancy Method ❑ 5c Interior Lighting Power - Space -by -Space Method Er Worksheet 5a Interior Lighting Power Cii 5b Lighting Schedule l I Applicant 5. Name . 2o , ..) vJ 8. Telephone 255— Z'2 4, 6. Company Dpry I o I-}i t k n-t M-i AV t'r r5 9. Date O G'C..I 0 1 I g 1 c„, 7. Signature Other No. of Pages Description of Document Documents Enter all supporting calculations, test reports and catalog R�i (�'1D , , a OCT 1 ? 1$ I MART PEfrfa¢c - rt i. _,A ,..tii . (1196) Forms 2 -1 E . Form 3a Project Name: E k- P � - Page: Z BUILDING ENVELOPE - GENERAL Check all boxes 1. Exceptions (Section 1312) that apply O No Envelope Components The building plans do not call for new or altered building envelope components, e.g. walls, floors or roof /ceilings. ❑ A Non - conditioned Building The proposed structure has no spaces heated or cooled by an HVAC system. Exceptions O Exception All new or altered building envelope components do not comply with the require- ments of Sec. 1312, but qualify for an exception. Note applicable code exception. Section 1312, See a discussion of Exception Portions of the building which qualify: qualifying excep- tions on p. 3 -9 2. Air Leakage (Section 1312.1.1) rEl Complies Plans require that penetration in the building envelope are sealed and that windows and doors are caulked, gasketed or weatherstripped. The plans /specs show compliance with this requirement on: 3. Suspended Ceiling (Section 1312.1.2.1) Complies The building plans do not call for a suspended ceiling separating conditioned spaces from unconditioned spaces. - Exceptions ❑ Exception The building plans show a suspended ceiling separating conditioned spaces from unconditioned spaces, but qualify for an exception. Note applicable code exception. See a discussion of qualifying excep- Section 1312.1.2.1, Exception Portions of the building which qualify: tions on p. 3 -10 4. Recessed Light Fixtures (Section 1312.1.2.2) Complies The building plans do not show recessed light fixtures installed in ceilings separating conditioned spaces from unconditioned spaces. Exceptions 0 Exception The building plans require that fixtures installed in direct contact with insulation be insulation coverage (IC) rated. The plans /specs show compliance with this exception on: See a discussion of qualifying excep- tions on p. 3 -11 5. Moisture Control (Section 1312.1.4) (21 Complies A one -perm vapor retarder is installed on the warm side (in winter) in all exterior floors, walls and ceilings; and a ground cover is installed in the crawl space for both new and existing buildings where insulation is installed. The plans /specs show compliance with this requirement on: - Exceptions 0 Exception All new or altered building envelope components do not comply with the vapor retarder requirements of the code, but qualify for an exception. Note applicable code exception. See a discussion of qualifying excep- Section 1312.1.4, Exception Portions of the building which qualify: Lions on p. 11 (1196) Forms and Worksheets 3 - etc- ,r -0 t' F1). Form 3b Project Name: 4 - t -t5 _ Page: 9 PRESCRIPTIVE PATH - ZONE 1 walls Proposed Code Requirements Seep 312thru (a) (b) (c) (d) (e) (1) (g) (h) (i) Wall Glazing Glazing Wall Insul'n Max Max insurn 14 fora discussion U R % U R of this form Wall /Insulation ty Area Area ( %' ) ( ft (ft (c)-(b) factor value Glaz'g factor Value x100 1 Masonrys, integral w/ ..„ A ° 15`,0 0.30 na loose fill 2 Masonryl, integral w/ 30% 0.21 na rigid fill t•' 'f' 3 Masonry or concretes N F 30% 0.13 or 11 interior insulation 4 Masonry or concrete 15% 0.30 or 1.4 continuous exterior I- -0 ` insulation 5 Masonry or concretes N h 30% 0.21 or 2.8 continuous exterior insulation 6 Frame Z !=- 37 (o (4 1.1 30% 0.13 or 13 7 Other t -i P 30% 0.13 or 13 8 Below -grade walls na 0.11 or 7.5 Skylights (a) (b) (c) See p. 3-14 fora Proposed Code Requirements discussion of Proposed Proposed Skylight Proposed Skylight Assembly skylights and Component roof area skylight fraction (0j) U- factor percent U- factor glazed smoke vents (gross ft) area (ft (c) +(b)x100 (Max.) Maximum 9 Skylights 0 A 6% 1.23 Other ( (b) (d) Compo- Proposed Code Requirements vents Max. U- factor Min R -value of See p. 3 15 thru 3 Com onent U- factor R -value of Assembly insulation only 16 fora discussion 0 ndows6 .5� 0.54 4 0 of this form Wi Max. shadin. coefficient: 0.57 1 Doors 0.20 ..., 2 Floors Over unconditioned s.aces (( 0.07 or 11 Heated Slab Ed.e N f 7.5 3 Roofs 6 1 0.05 or 19 4 Glazed smoke vents N Pr 1.23 or double- slazed Notes 1 Minimum weight of masonry and concrete walls = 50 lbs/ft of wall face area. 2 All cores to be filled. At least 50 percent of cores must be filled with vermiculite or equivalent fill insulation. 3 All cores except bond beams must contain rigid insulation inserts approved for use in reinforced masonry walls. 4 Batt insulation installed in metal or wood frame walls shall be insulated to the full depth of the cavity, up to 6' in depth. 5 This value was set to allow a double -glazed skylight with a 0.5 inch air space with one pane tinted. 6 This value was set to allow a double -glazed window with a 0.5 inch airspace, low -e coating (e_< 0.40). That window or any window with the same or better energy characteristics will meet the standard. A tinted outdoor pane satisfies this requirement. Glazing for merchandise display is exempt from shading coefficient requirements. 6 The U- factor is a center of panel U- factor for an overhead door. The following doors are exempt: 1) Entry/exit doors with a leaf width of 4 feet or less, and 2) overhead coil doors. See p.3-15 for a discussion of approved methods for installing slab -edge insulation for heated slabs-on- grade. 10 Opaque smoke vents are exempt from U- factor requirements. 3 - Chapter 3 — Building Envelope (1/96) ll&trr 1.1 . Form 4a Project Name: 4 12.ty , Page: 4 SYSTEMS - GENERAL 1 Exceptions (Section 1313) ❑ No HVAC The building plans do not call for an HVAC system. If true, skip to Item 12 below. Exceptions ❑ Exception The building or part of the building qualifies for an exemption from the code HVAC See a discussion of requirements. The applicable code exception is: Section 1313, Exception Portions of the qualifying excep- building which qualify: tions on p. 4 -12 See p. 4-12 fora , 2 � , / Simple or Complex Systems? (Section 1313.2) discussion of I7 Simple System The planned HVAC system qualifies as a Simple System. If true, complete this Simple vs. Complex form and equipment efficiency worksheets as required. Form 4b is not required. systems. ❑ Complex System The planned HVAC system is a Complex System. Complete this form, Form 4b and equipment efficiency worksheets as required. Exceptions 3 Economizer Cooling (Section 1313.1.2) Complex Systems ❑ No Cooling The building plans do not call for a new fan system with mechanical cooling. may claim the same Complies The new fan system has an air economizer capable of modulating outside air and exceptions allowed for Simple Systems, return dampers to provide up to 85% of the design supply air quantity as outdoor air. plus three excep- ❑ Exception — Simple Systems The new fan system qualifies for an exception. The applicable lions allowed in code exception is: Section 1313.1.2, Exception , or Section 1313.2.1. Portions of the Section 1313.12. p See p. 4 -15 fora building which qualify: discussion of these ❑ Exception — Complex System The new fan system qualifies for an exception. The applicable exceptions. code exception is: Section 1313.1.2, Exception , or 1313.3.1, Exception _ Portions of the building which qualify: 4 Economizer Cooling - Overpressuring (Section 1313.1.2) ❑ No Economizer The building plans do not call for a new fan system with an economizer. Er Complies The drawings specifically identify a pressure relief mechanism for each fan system that will exhaust the extra air introduced by the economizer, and the economizer system is capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the load. 5 System and Zone Controls (Sec. 1313.1.3.1 as 1313.1.3.2) Complies All new HVAC systems include at least one temperature control device and each zone has a thermostat with heating and cooling temperature controls as described in Sec. Exceptions 1313.1.3.2. ❑ Exception The new HVAC system qualifies for an exception from the zone control require - See a discussion of rents. The applicable code exception is: Section 1313.1.3.2, Exception 1 and 2. Portions of the qualifying excep- building which qualify: tions on p. 4 -14 9 q fy: 6 Deadband Controls (Sec. 1313.1.3.2) ❑ Not applicable The HVAC system does not have both heating and cooling. Exceptions ter Complies Zone thermostats are capable of providing a temperature range or dead band of at See a discussion of least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or qualifying excep reduced to a minimum. lions on p. 4 -14 ❑ Exception The building qualifies for an exception to the dead band requirements. The applicable code exception is: Section1313.1.3.2, Exception • (lfss) Forms 4 -1 Form 4a (continued) Project Name: . Page: -S SYSTEMS - GENERAL ( CONTINUED ) 7 Off -hour Controls - HVAC Systems (Section 1313.1.3.3) • Complies All new HVAC systems are capable of automatic setback or shutdown during periods of non -use or alternate use of the space served by the system. D Exception Equipment has full load heating demands of 2 kW (6826 Btu /hr) or less and is controlled by a readily accessible manual off -hour control. 8 Off - hour Controls — Supply and Exhaust Systems (1313.1.3.3) Complies Plans require that outdoor air supply and exhaust systems have a means of automatic volume shutoff or reduction during periods of non -use or alternate use of the space served by the system. D Exception The building qualifies for an exception to the requirement for automatic shutoff or reduction. The applicable code exception is Section 1313.1.3.1, Exception 9 Heat Pump Controls (Section 1313.1.3.4) D No Heat Pump The plans /specs do not call for a new heat pump. Tr Complies All new heat pumps equipped with supplementary heaters are controlled as required in Section 1313.1.3.4. 10 Equipment Performance (Section 1313.1.4) ❑ No New HVAC Equipment The building plans do not call for new electrical HVAC equipment, combustion heating equipment or heat - operated cooling equipment. lie Complies All new HVAC equipment has efficiencies not less than those required by the code. The following equipment efficiency worksheets are attached 11 Duct Insulation (Section 1313.2.2 & 1313.3.2) ❑ No Ducts The building plans /specs do not call for new HVAC ducts or plenums. Le Simple System: Complies The plans /specs call for a Simple System, and all air - handling ducts and plenums are insulated as required by Sec. 1313.2.2. ❑ Complex System: Complies The building plans /specs call for a Complex System, and all air - handling ducts and plenums are insulated as required by Sec. 1313.3.2. Exceptions 12 Piping Insulation (Section 1314) See a discussion of ❑ No New Piping The building plans /specs do not call for new piping serving a heating or cooling qualifying excep- system or part of a circulating service water heating system. lions on p. tidf Complies All new piping serving a heating or cooling system or part of a circulating service water heating system complies with the requirements of the Code, Section 1314.1. ❑ Exception New piping qualifies for the following exception: Section 1314, Exception Exceptions 13 Service Water Heating (Section 1315) No New Water Heating The building plans /specs do not call for new water heaters, hot water See a discussion of storage tanks, service hot water distribution systems, swimming pools or spas. qualifying excep- tions on p. ❑ Complies All new water heaters, hot water storage tanks, service hot water distribution sys- tems, swimming pools or spas comply with the requirements of the Code. ❑ Exception The applicable code exception is: Section , Exception Portions of the building which qualify: 4 -2 Chapter 4 — Systems (1/96) TiCa,04V r1 "1 Worksheet 4a Project Name: t ��* Page: UNITARY AIR CONDITIONER - AIR COOLED Equipment ( (b) (c) (d) (e) See p. 4 -17 fora Proposed discussion on Performance equipment ratings Cooling Seasonal Compliance and equipment Capacity Steady or part Schedule definitions. Equip. ID Model Designation (Btu /h) State Load (A -E) AKA O`t& A Iv- (..bNni -io,3 . 48 10.0 SEER 2.R(.Qo2`f AuaCa orn ONE, C 24 Oct) 10,OSEEQ- 1 . Does the proposed equipment meet the required equipment efficiency? " Nr " Enter "Y" if true. 2 . Check boxes to indicate the source of information. ;Ei. ARI Unitary Directory, Section AC (Enter the page number) PG 116 A L3 787 ❑ ARI Applied Products Directory, Section ULE (Enter the page number) ❑ Product data (Attach data furnished by the equipment supplier) Cooling Capacity (Btu/h) Minimum Rating Compli- ance But not Steady Seasonal or Schedule Equipment Type Over over - State Part Load Single Package 0 65,000 na 9.7 SEER A without a 65,000 135,000 8.9 EER 8.3 IPLV Heating Section 135,000 760,000 8.5 EER 7.5 ILPV 760,000 - 8.2 EER 7.5 IPLV Split System 0 65,000 na 10.0 SEER B without a 65,000 135,000 8.9 EER 8.3 IPLV Heating Section 135,000 760,000 8.5 EER 7.5 IPLV 760,000 - 8.2 EER 7.3 IPLV Single Package 0 65,000 na 9.7 SEER C with a 65,000 135,000 8.9 EER 8.3 IPLV Heating Section 135,000 760,000 8.3 EER 7.3 IPLV 760,000 - 8.0 EER 7.3 IPLV Split System 0 65,000 na 10.0 SEER ----`> D with a 65,000 135,000 8.9 EER 8.3 IPLV Heating Section 135,000 760,000 8.3 EER 7.3 IPLV 760,000 - 8.0 EER 7.3 IPLV E Condensing Unit Only 135,000 - 9.9 EER 11.0 IPLV 4 - Chapter 4 - Systems (1196) 'rtG•IPs+�� Tow • . Form 5a Project Name: At "t3 . Page: 7 LIGHTING — GENERAL 1 Interior Exceptions (Section 1316.1) ❑ No Interior Lighting The building plans do not call for new or altered interior lighting. If true, skip to Item 4 Exterior Lighting — General, below. Exceptions 0 Exception The building or part of the building qualifies for an exemption from the code lighting See a discussion of requirements. The applicable code exception is: Section , Exception Portions of the qualifying excep- building which qualify: tions on p. 5 -7 • Local Shut -off Controls (Section 1316.1.2.1,1) a7 Complies At least one local shut -off lighting control for every 2,000 square feet of lit floor area and for all spaces enclosed by wal r ceiling height partitions control(s) is detailed in the building plans on drawing no. i46o Exceptions ❑ Exception The building or part of the building qualifies for an exemption. The applicable code See a discussion of exception is: Section 1316.1.2.1,1, Exception Portions of the building which qualify: qualifying excep- tions on p. 5 -8 3 Office Controls (Section 1316.1.2.1,2) Not an Office Occupancy over 2,000 square feet. ❑ Complies All interior lighting systems are equipped with a separate automatic control to shut off the lighting and local override switching. These control(s) are detailed in the building plans on Exceptions drawing no. See a discussion of 0 Exception The building or part of the building qualifies for an exemption.The applicable code qualifying excep- exception is: Section 1316.1.2.1,2, Exception Portions of the building which qualify: bons on p. 5 -9 Definition: 4 Exterior Building Lighting - General EXTERIOR 0 No Exterior Building Lighting Skip the balance of this form. *' �� BUILDING ii LIGHTING is Complies Complete items 5 an 6 below. r lighting directed to illuminate the 5 Exterior Building Lighting Controls (Section 1316.1.2.2) exterior of the building and Complies The building plans require that all exterior building lighting is equipped with the adjacent walkways automatic controls as described in Sec. 1316.12.2. This control(s) is detailed in the building and loading areas plans on drawing no. / 6 of t 0 with or without canopies. ❑ Exception The exterior building lighting is intended for 24 -hour continuous use. 6 Exterior Building Lighting Power (Section 1316.2.2) L/ Complies The plans do not call for incandescent lamps greater than 10 watts for use in exterior building lighting. 0 Exception The building plans indicate luminaires with incandescent lamps greater than 10 watts, but they are five percent or less of the total installed exterior lamps. (1/96) Forms 5 -1 rk&-c--0. , . Form 5c Project Name: C... V A h Page: t INTERIOR LIGHTING POWER - SPACE-BY-SPACE METHOD Deemed-to- Maximum number of Luminaires Luminaire Description Areas where used Satisfy (a) (b) (c) (d) (e) (f) (9) (h) Approach Luminaire Minimum Luminaires _ Lamp Ballast N/A See p. 5 for Space Types Pattern Spacing or per ft # Type # Type (4) Space/Room #(s) instructions Classrooms Grid 6'x8' iii:iii 0.021 - 2 F32T8 1 M Ballast types used Grid 6'x8' ::::::: 0.021 2 F40T12 1 E in this form are: Grid 8'x8' , iliiiii 0.016 3 F32T8 1 E Mr Magnetic Cont.rows 6' apart ::;i:: 0.042 1 F32T8 1 E Energy Efficient Cont.rows 10 apart iii;iii 0.025 2 F32T8 1 E E = Electronic Corridor(s) Single row 6' o.c. iiiiiii N/A 1 F32T8 1 E Single row 10' o.c. ::::11: N/A 2 F32T8 1 E Office(s), private Grid 6 x 8' ::::::: 0.021 2 F32T8 1 M 1 EKA-M , --- •::::::: Grid 6' x 8' 0.021 2 F40T12 1 E (teS5 2 arFiCi•:...) Grid 6' x 6' iiiiiii 0.028 2 F17T8 1 E Office(s), open Grid 6' x 8' iiiiii: 0.021 2 F32T8 1 E Grid 8' x 10' :i1:::: 0.013 3 F32T8 1 E Grid 8' x 10' ::::Iii 0.013 3 F40T12 1 E Rest room(s) Grid 6' x 8' iiiiiii 0.021 _1 F32T8 1 E or M . Grid 8' x 10' Hie 0.013 2 F32T8 1 E or M Reception area(s) Grid 6' x 8' 1:1:::: 0.021 2 F32T8 1 M Storeroom(s) Grid 6' x 8' PI! 0.021 1 F32T8 1 E or M _ Grid 8' x 10' iiiiiii 0.013 2 F32T8 1 E or M Calculation (a ) (b) (c) (d) (e) (f) (g) (h) Approach Max. Power Lamp Ballast Connect'd Budget Room ID/ Area Density Luminaire # of Load (b) x (c) Identify and Space Types (ft owe) # Type # Type Power Luminaires (e) x (f) (Watts) describe luminaires CS)4- v3 2 Tfi, . I (*.G 4 EE 7 0 7 40 11111111:11:111111:1 in plans F oom 5 4 i c e 1'7_5 ..1-9 (14) 1 f32.12 _;5141 A6 a_ 36 3 (2 b 0 Total VT 5 0 t7S - , ir-A 1 2 •C) ., ..t . 4 " lt tA*Ei I 4 - 0 i Total (9-0 '2 00 6-it 1.2144 ' i 0 9 r 4 ES'2.1 2_ P. it 1 Lf o "2- 2- b 0 2 ) vt.---try-45et-c4... % 0 i • Total Lighting .. Lighting Power Lighting Power Power Density Density Densities - Space (Watts per ft2) Space (Watts per ft Calculation Accessory spaces 0.9 Medical Exam Rooms 1.9 Approach Auditoriums 1.5 Offices (open) 1.4 Classrooms 1.5 Private Offices 1.5 Conference rooms 2.0 Reception Areas 1.5 Corridors 0.9 Retail 1.9 Eating areas 1.2 Storage rooms 0.9 Grocery 1.9 Toilet rooms 0.9 Gyms 1.5 Warehouses 0.7 ( Kitchens 2.0 Wholesale showrooms 1.7 Lobbies 1.5 (1/96) Forms 5-3 k -rt5p-E) . Form 5c Project Name: ff e. 14 pt, 6 , Page: INTERIOR LIGHTING POWER - SPACE-BY-SPACE METHOD Deemed-to- Maximum number of Luminaires Luminaire Description Areas where used Satisfy (a) (b) (c) (d) (e) (f) (g) (h) Approach Luminaire Minimum Luminaires Lamp Ballast N/A See p. 5 for Space Types Pattern Spacing or per ft # Type # Type (J) Space/Room #(s) instructions Classrooms Grid 6'x8' ::::::: 0.021 2 F32T8 1 M .....!: Ballast types used Grid 6'x8' ::::::: 0.021 2 F40T12 1 E in this form are: Grid 8'x8' ::::::: 0.016 3 F32T8 1 E M - Magnetic Cont.rows , 6 apart iii: 0.042 1 F32T8 1 E Energy Efficient Cont.rows 10' apart iiiiiii 0.025 2 F32T8 1 E E = Electronic Corridor(s) Single row 6' o.c. ;Iiiiii N/A 1 F32T8 1 E Single row 10' o.c. ::::::: N/A 2 F32T8 1 E Office(s), private Grid 6' x 8' ::::!:1 0.021 2 F32T8 1 M Grid 6' x 8' i!iiiii 0.021 2 F40T12 1 E Grid 6' x 6' iiiiiii 0.028 2 F17T8 1 E Office(s), open Grid 6' x 8' iiiiiii 0.021 2 F32T8 1 E Grid 8' x 10' iiiiii: 0.013 3 F32T8 1 E Grid 8' x 10' iiiiiir 0.013 3 F40T12 1 E Rest room(s) Grid 6' x 8' iiiiiii 0.021 _1 F32T8 1 E or M Grid 8' x 10' iiiiiii 0.013 2 F32T8 1 E or M Reception area(s) Grid 6' x 8' iiiii! 0.021 2 F32T8 1 M Storeroom(s) Grid 6' x 8' iiiiii 0.021 1 F32T8 1 E or M Grid 8' x 10' iiiiiii 0.013 2 _ F32T8 1 _E or M _ Calculation (a) (b) (c) (d) (e) (f) (g) (h) Approach Max. Power Lamp Ballast Connect'd Budget Room ID/ Area Density Luminaire # of Load (b) x (c) Identify and Space Types (ft2) (wift2) It , Type It Type Power Luminaires (e) x (f) (Watts) describe luminaires atapi CC c .. 1 , 5 l p Is 6 - 2 in plans #11 111, (v‘) i f- _1 d r•lAisll' 2-1 2 100°1 Total 57& 525 40124)002 00 L9.7 Ct> 2 F3/Te) I Hpl 70 1 Total 70 72 ............. 1 w 0 , et 3 t m A5 si 2-7 i ................... :.:.:.:.:.:.:.i.i.- vi__ .::•:-•:. 4 i0 5 (F) / F32 TE, .5r1cie1 55 Total _ (D 7 2. Lighting Lighting Power Lighting Power Power Density Density Densities - Space (Watts per ft2) Space (Watts per ft Calculation Accessory spaces 0.9 Medical Exam Rooms 1.9 Approach Auditoriums 1.5 Offices (open) 1.4 Classrooms 1.5 Private Offices 1.5 Conference rooms 2.0 Reception Areas 1.5 Corridors 0.9 Retail 1.9 Eating areas 1.2 Storage rooms 0.9 Grocery 1.9 Toilet rooms 0.9 Gyms 1.5 Warehouses 0.7 ( Kitchens 2.0 Wholesale showrooms 1.7 Lobbies 1.5 (1/96) Forms 5-3 I 7 , CA ft (`1 e" i,(2-54-)Ab. Form 5c Project Name: Page: 6 6 INTERIOR LIGHTING POWER - SPACE-BY-SPACE METHOD Deemed-to- Maximum number of Luminaires Luminaire Description Areas where used Satisfy (a) (b) (c) (d) (e) (f ) (9) (h) Approach Luminaire Minimum Luminaires Lamp Ballast N/A See p 5-13 for Space Types Pattern Spacing or per ft # Type # Type (-■)) Space/Room #(s) . instructions Classrooms Grid 6'x8' 7i 0.021 2 F32T8 1 M :'-:, Ballast types used Grid 6'x8' :!:i:: 0.021 2 F40T12 1 E in this form are Grid 8'x8' i:::i:i 0.016 3 F32T8 1 E M_-Magnetic Cont.rows 6 apart ii;: 0.042 1 F32T8 1 E Energy Efficient Cont.rows 10' apart :::::: 0.025 2 F32T8 1 E E = Electronic Corridor(s) Single row 6' o.c. ::::::: N/A 1 F32T8 1 E Single row 10' o.c. i'::::: N/A 2 F32T8 1 E Office(s), private Grid 6' x 8' NM 0.021 2 F32T8 1 M Grid 6' x 8' :;:::: 0.021 2 F40T12 1 E Grid 6' x 6' iii!::: 0.028 2 F17T8 1 E Office(s), open Grid 6' x 8' :::::: 0.021 2 F32T8 1 E Grid 8' x 10' iiiiii 0.013 3 F32T8 1 E Grid 8' x 10' ::::::: 0.013 3 F40T12 1 E Rest room(s) Grid 6' x 8' :::: 0.021 1 F32T8 1 E or M Grid 8' x 10' :Rif 0.013 2 F32T8 1 E or M Reception area(s) Grid 6' x 8' iiiii: 0.021 2 F32T8 1 M Storeroom(s) Grid 6' x 8' :i:iiii 0.021 1 F32T8 1 E or M Grid 8' x 10' iiiiiii 0.013 2 F32T8 1 E or M Calculation (a ) (b) (c) (d) (e) (f) (g) (h) Approach Max. Power Lamp Ballast Connect'd Budget Room ID/ Area Density Luminaire # of Load (b) x (c) Id d Space Types (f12) (W/ft # Type # Type Power Luminaires (e) x (f) (Watts) entify an . describe luminaires li.--IT g-s-/ 2. 1,5- (p) 1 et-131 ( PIAISIT= '2 4 /0 S .:.:•:•:.::::::::::: in plans I.-03e. X (C I . Ft .. rg, , i _frivs Jo _ & ) 1. _ Total 2 28 e> 2 � I foPzi sTf f2,7 I 7 lo& Pi :.!•:.:.:::::::::::: 607L,r I:10E i Total 2:7 5, zi- qiiiiiini*: Total Lighting Lighting Power Lighting Power Power Density Density Densities — Space (Watts per ft2) Space (Watts per ft Calculation Accessory spaces 0.9 Medical Exam Rooms 1.9 Approach Auditoriums 1.5 Offices (open) 1.4 Classrooms 1.5 Private Offices 1.5 Conference rooms 2.0 Reception Areas 1.5 - Corridors 0.9 Retail 1.9 Eating areas 1.2 Storage rooms 0.9 Grocery 1.9 Toilet rooms 0.9 _Gyms 1.5 Warehouses 0.7 ( k, Kitchens 2.0 Wholesale showrooms 1.7 Lobbies 1.5 (1/96) Forms 5-3 • Worksheet 5b Project Name: Page: 1 INTERIOR LIGHTING POWER Enter the quantity (a) (b) (c) (d) (e) (f) for every non- Lighting exempt luminaire. Do not consider Room or Luminaire Quantity of Luminaire Power track lighting on this Sheet No. Room or Plans Designation ID Luminaires° Power (d) x (e) form. Track lighting is accounted for on Form 5a. A6 of 1O TYe / . IIni 5 k' / o 2 _ 7 70 ' 1 0 f'/ 'Ell 1 (.4 st 3 . l* 3 �oCsorr ;r) 35 1 2 Co O i (o or /0 / tcfK 3 / l 4/0 I V U /1-74� r r..ccryi # /.y, 2 ! `f Lv 0 (46 o r / , - f ti pe L Pi 1 A. o� !o °�F �#!to,'ow, S ( 77 4- (-- Z p 2 27 S if 46 0r /0 (..e A-t x02. 13 / 7u 70 1 4_,s d F / A' - 1 - 17/T - 16- /0 D / 27 27 F I 3 S — 3 5 A6 °A. /0 O6¢ /0'7 4Hs E ,_eP'C, C 333— l 7 A 4 °` /0 720 1 /JAFFlGE #/ 0 / t 4 2 7 1 0 I3 '2 / - 1-`1 E 8 -31 2' 8 A 6 ° fO EN 772-y 4 oB 8 y p 4 2-7 ( O 0 Ilii to or f o .010 R # Sor t% N 67. r.) 6 c., 2 0 (2 v ( 1. Page Total. Sum the amounts in column (f) 3120 (1/96) Forms 5 -5 -cc 6 P 0 v,..4.7 . Worksheet 5a Project Name: 4 go-lpf,, Page: 10 LIGHTING SCHEDULE 'Enter the number and type of lamps in (a) (b) (c) (d) (e) ( the luminaire. See Lampa Ballast° Table 5b for typical Lum. Fixture Luminaire Tab lamp codes. Power 5b °Enter the number ID Description No. Description No. Description . and type of ballasts in the luminaire. For fluorescent and I 4 - high intensity .8 2 X 4 ' F- • c "F- 12 F 3 2 T 8 +L A*? l M A-t, E E 70 X discharge lamps, rs t y p i c a l ballast 2x 4, , tkola- •) SU2F Ce V 3 2 TO 7 , 1 , . 5 CSC( T R 7 )4 abbrebviations are: MAG STD for 2XAFivi', .cup..r I -321", 214,,,P / MCYCa t E 7 X Magnetic Standard G 2 yt} Flog + Sv1 2 F ' - F 32T8 '1 LA++st '6' MA 61 6 11' 35 x •MAG EE for magnetic energy- () p142.. . Cer , t ) A / 0 J; cg - 7 - 1 / MAO 57D 27 X efficient •ELECT for % Pi-OR. wioEle Cr 0 FF'32 TB . S EG�Ca` 3 X electronic F F6o2 , , VP N TT y / F 32 T S . 5 MA-C.-1 c E 36 X See Table ast FLOR wnli A (� f C( T 9 / MAei 5 7'r , 20 other ballast X abbreviations. H P'tolL , SNy 4 tow 3 b F 5 rg .5 M a Cy E E 35 x .5-4 - Chapter 5 — Lighting (1196) r2115 ' NOMNI f' 111111itial.11111 ill 1111 111111111111111111111111111111111111 MEM 11111111/1111111111111111111011.1111111 11111111111111111.11111111111111111111111111 II - - - . - - 11 1111111111111111111.1111111111111ESIIINNIIIIIMIN Conference j Sunrise Medical anti Rehabilitation Center E Phone subject Plan review response 95- E Field With D tio : r p te No 1;./10/96 618 E Memo To Ron E Job Observation Weather Condition Time Distribution iliclanan Assoc. By BWK Dear Ron: The following is our response to the Structural Ccinunents of the First Review for the above ... referenced project. 1 . The floor joists have been checked for the liVe load of 50 psf in the office areas and found to be adequate. Therefore only the General Notes on Sheet S3 need to be revised. 2. The roof intersection angle is 90 degrees in all cases. The C, factor for this intersection is 1.9. The product of this and the Pt = 14 psf (as indicated in the attached) is 26.6 psf which --, is only slightly higher than the base snow load of 25 psf. We feel, therefore, that the drifting in the valleys can be ignored. The parapet will cause a slightly higher drift, based upon our analysis (attached), and the roof plan should be revised as indicated in the attached so that the roof trusses can be evaluated for this iritzea4e. It should be noted that the drift occurs in the ..___ area of the existing roof trusses. It may be necessary to have an engineer who specializes in truss design verify if the existing misses are adequate. _ _ 3 & 4. As you are probably aware these items are tylical for projects of this nature And will need to be coordinated during construction. . . _ . .. _ Please call our office if you have any questions. .... . . _ Sincerely, . . _ - - - it, . Bruce W. Kenny --- - _ - - 1U_1 11- 1'i`_,t 12:1 - frLJF1 YtM'1 -'i NUf'ULJHLU PU ni r 1.1n 1 I Berry - Nordling Engineers, Inc SNOW DRIFT ANALYSIS (PER 1994 UBC CHAPTER 16 APPENDIX) JOB Tigard Medical and Rehab Center JOB NO BY' BWK DESCRIPTION parapet deft DATE 10/10/96 INPUT Pg= 20 psf Wb= 50 ft. hr- 2.50 ft. Cc= 0.7 I?= 16.6 pcf hd= 1.10 ft 1= 1 Parapet? Y hb= 0.S4 ft Pf= 14 psf Sliding snow? N SUMMARY Wd= 4.41 ft. Pm= 32 psf -Base 25 psf Drift= 7 pd - . L f t4)64' Df C e � _ : LPL =' L`ti- . • i . <� _ e. =' RA .. NO .a . Or »- - y v ALL GUTTERS 9Itt r P �i.�t` TL ' - ?ECTIO N OF ARROWS. A»��.... G :RS WITHOUT ARROWS :XISTING AND SHOULD -, N THE SAME. .n ter? ■ ;OFFITS ARE 1' -6- 7/1r i EXCEPT ON. THE CANOPY } HE 'EXISTING ROOF. _v t' ABLE OVERHANGS ARE 1 EXCEPT ON THE CANOPY.. L V i i L - - L _ 'L :' II . r