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Plans _ _ EXHAUST FAN 7 0 - CEVE EXTERIOR ON i]MER — 1 l2 S aS MECHANICAL TO SIZE, FEB 2 7 2008 N IOC-T S AtVE_ I , /1 E LECTRICAL TO POWER. MO-MAW , ,3�1 � (` ����qq NJ ' VI `,vl` 1uJ�jw1�11F�� m RQT N) r �tij -L-c c 1 >�~ / , n� SAS oF-� � ►� %' `.� __ N \`\ \` B 2C/Ci7 - OD (73 City of Tigard CORRIDOR �� ei A .rov -d Plans 125 u) \ H • By I Dat ed �0 / . z • m o ) C\ ] RC5C-tacy I01V cc ( 1("_ . ai o f RETURN AIR BAFFEL _ I I N OFFICE COPY L'O'NER VENTILATION 11 SYSTEM FOR CRAWL O SPACES. DESIGN BY MECHANICAL CONSULTANT. - o • a> G) in RELOCATE DOOR TO u I CORRIDOR WALL. OPEN i- JAMB TO FIT. REMOVE '' SHORT JAMB FOR DOOR ' ,--1 I '. NEW .i'— ^'.i"x —`� _ __ , I \ ( E r. i1 3 ,E.. t o mil. DOOR, � IJ " '�` !r - - - - - - -- - _ - - _ - - t COPi / I O E •� -'� 1 I DEHU ID. - NEW m 1 MECH. EQUIP. ' ���? CORRCC WALL AT g '03 I DEHUMIDIFIER 4 FUR DOWN CLG. TO ' EQUIPMENT ;� w • CONCEAL SPRINKLER I IF SYSTEM IN AL AREAS CORR!DO II W HERE PIPES PROJECT 1 r,3 - BELOW 8' — ;' - ° m • VE I FY '' _ II c 1 ° IL in on - I' —U' I' I r _ - • _i I RETURN AIR BAFFEL m . 'i.... . .,..: ...._ m RETURN AIR BAFFEL o STONE VENEER c c) m cn NEW RETAINING /� WALL AND FOOTING m BASEMENT EXIT FLOOR PLAN m m r9 h 4 - _ 1' —0" File Name: O84 —gr2.& g ` Edit Date: 11-29-06 (15:18:3-4) • 02/25/2008 17:23 2083435556 DESIGN RESOURCES PAGE 04/11 (2) LAYERS S/8" 'X' GIUB ON EXISTING JOISTS r "° STUDS AT IFS' Q.G. (EXISTING WALL) co __,.. -5/8" TYPE 'X' GYP BD. 41 I PR. RATING TI-116 SIDE „___ • MECHANICAL EQUIPMENT DIVIDER DEL 1/2" = II- 0" 02/25/2009 17:23 2083435556 DESIGN RESOURCES PAGE 05/11 EXISTING LIGHT WEIGHT'CONC. TOPPING ON WOOD JOISTS PENETRATIONS TO HAVE 1 HR. RATING -- ______ , e3LOCKING (VERIFY CR NEW) - -2xI2 FLOOR JOISTS c4 CLG JOISTS AT 16° O.G. [24CLG JOISTS AT 1e" O.C. (2) LAYERS 5/5"x° GWB ON NEW JOISTS :4 FURRING TO PENETRATIONS TO HAVE OVER PIPES I HR. RATING — EXISTIING CriU WALL ' 2x4 STUDS AT le' O.C. NEW WALL, NON BEARING),. r\ 5/8' TYPE °X' GYP BD. I I-4R RATING THIS WALL STUDS AT le' O.G. PENETRATIONS TO HAVE :ISrING WALL) I NR. RATING (EXCEPT DOORS AND WINDOWS) ' TYPE 'X° GYP e Z RATING THIS WA_l.) 4cTR2ATIONS TO H.-1I . RATING (EXCEPT, OZ'S AND WINDOU..a) ,OR RIDOR DEHUMIDIFICATION EQUIPMENT LS 4 ________E, _ ZI--- .. • I • l • e-i iD (V • bJ CD Q MA)C1716t1 4' MA - 81EEL PIPE U7 LIJ 0 MIN. 314' THICK FILL Wf 0 1/4' GRW(IN AT FLOOR Ul I NOMNlAL 914' THICK X Ft UL SYSTEM NO.F -C -1025 0 viiiiiiiii....- i....- iiiiii� _ iiiiiiiiiiiiiii,, -- iiiii V RATING = 1HR 1-1 N 11 e ���}� "T RATING = 1/2 HR Id 7L 11 �• . . A f - I. Floor Ceiling Assembly -The 1 hr. fire rated solid or trussed limber joist floor - ceiling assembly • shall be constructed of the materiels and in the manner specified in the Individual 1500 Series I Floor- CeRing Designs in the UL Fire Resistance Directory as summarized below: . • A. Flooring System - Lumber or plywood sublloor with finish floor of lumber plywood ar Floor Topping Mixture as specified in the individual Floor - Ceiling Design. Max diarn. of floor opening is 5 -1/2 in. f s tn' TJI TM.** Sin' TJI T951E6 -� 6. Wood Joists - nom. 2 by 10 in. lumber joists spaced 16 in. o.c. with nom. -1 by 3 in. lumber - Th bridging and with ends firestopped. As an alternate to lumber joists, nom. 10 in. deep (or deeper) lumber. steel or combination lumber and steel joists, trusses or Structural Wood Ite:nbsrs with bridging as required with ends firestopped. 1 C. Furring Channels - Resilient gals. steel furring installed perpendicular to wood joists (item ID) between DIDI wallboard (Item 10) and wood joists ae required in the individual. Floor-Ceiling Design. ] D. Wallboard, Gypsum• -Nom 4 ft. wide 5/8 in. thick 0 specified in the Individual floor-Ceiling Design. „.• -• - s = Wallboard secured to wood joists or furring channels as specified in the individual Floor-Ceiling Design. . f Max. Dian. of ceiling opening in 5 -1/2 In tubing to be rigidly supported on both IIidse of floor- oeiing to assembly. The following types and sizes of metallic pipes or conduits may be us: ul in a. Steel Pipe --Nom 4- in. diem (or smaller) Schedule 10 (or heavier) steel pipe. ID (2) LAYERS 9/8' THICK cr GYF'8i!'i IlI4tL f� f30b 1 b. r)onduit -Nom 4 In. diem (or smaller) steel electrica! metallic tubing or steel conduit. P1 CO MIN. gam, THICK FILL c. Cooper Tubing -Non 3 in dram (or smaller) Type L (or heavier) copper tubing. N WI PA' CROWN Al GLCs c. Copper PO -Nom 3 in. diem (or smaller) Regular (or Heavier) copper pipe. The annular space within the firestop system is dependent upon the nom. diem. of the through penetrant. M • If t he moan. diem. of the through penetrant ie 3 in. or tem. the annular space Within the flrsstop N syst shall be a mfr.. 0 in. (point of contact) to a max 5/8 in. If the nom, diem. of the through 11.4„ penetrant is greater than 3 in., the annular space within the firestop system :hell be a Horn. 1/2 in. Fll. Vo a _ Malarial - Sealant lop surface of floor. ruin 5/5 in. thicltreme c` IS! material applied within annulus ; ; tottcm surface e OD ceiling Aelditionol fill mater!ol to be installed such that a mm 1/4 in crown is formed around the CD through penetrant on Imp surface of floor and bottom surface of ceiling. N PENETRATION FiRESTOP FOR 4' MAXWILI [ L OL4TFJ( TERNAro}iA -Type I • ((N PPJJGOldD1JIT THROUGH A WOOD FLOOR /CEILING ASSEMBLY ( •eearin the UL elosstfioatron Marking N N.T.S. F1 C, L. -710 ; � 3 IS) t W l on Ilex- ! /i5 /21n; nsa I1) • • n . , '—I C-1 N m W C7 Q a_ _ UL SYSTEM NO.' UWL1OO1' t HOUR FRE RATED � .• : _ ,�,., RATING = 1HR GYPB<t'1 WALLBOARD Mnz 114' e=,4n OF "T" RATING = IHR ASSEMBLY Cf°2511t3 C1�18l� 1. Nall Assembly —The 1, 2, 3 or 4 hr fire —rated gypsum wallboard /stud wall assembly shall be WOOD OR STEEL 8TUD 'O constructed of the materials and in the manner described in the individual or U400 Series Wall or Partition Designs in the UL Fire Resistance Directory and shall include a the following U construction features: - D �•„ A. Studs —Wall framing may consist of either wood studs (Max 2 hr. fire rated assemblies) or O 7 steel channel studs. Woad studs to consist of nom 2 by 4 in. lumber spaced 16 in. DC cn w with nom 2 by 4- in. lumber end plates and cross braces. Steel studs to be min 3 -5/8 in. Ct wide by 1 -3/8 In. deep channels spaced max 24 in. 0C. j B. Wallboard, Gypsums —Nom 1/2 or 5/8 in. thick, 4 ft. wide with square or tapered edges. C-D /, The gypsum wallboard type, thickness, number of 1 ers, fostener type and sheet orientation H - shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance A MAX Q' DIA - / Directory. Max diem of opening is 13 -1/2 in. . STEEL PIPE 2. Pipe or Conduit —Nom 12 in. (or smaller) Schedule 10 (or heavier) steel pipe, nom 12 in. OR CONDUIT diom (or smaller)service weight (or heavier) cost iron soil pipe, nom 12 in. diem (or emoller) Class 50 (or heavier) ductile iron pressure pipe, non's 6 in. diomn (or smaller) steel conduit, corn 4 in. diem (or smaller) steel electrical metallic tubing, nom 6 in. diam (or smaller) Type L or (or heavier) copper tubing or nom 1 in. diam (or smaller) flexible steel conduit. When copper pipe is used, max f Rating of tirestop system (Item 3) is 2 h. Steel pipes or conduits i larger than nom 4 in. diom may only be used In walls constructed using steel channel studs. ,y A max of one pipe or conduit is permitted in the firestop system. Pipe or conduit to be installed near center of stud cavity width and to be rigidly supported an both sides of wall all assembly. 5/16 MAX. AISLILAR SPACING 3. fill. Void or Cavity Material' —Caulk —Caulk fill material installed to completely fill annular w MIPt 1(4' BEAD OF _ space between pipe or conduit and gypsum wallboard and with a min. 1/4 In. diem bend of In .0W - caulk applied to perimeter of pipe or conduit at its egress from the wall. Caulk installed u7 Cf'25 113 CAULK - I ROM FIF2E RATED symmetrically on both sides of wall assembly. The hourly F Rating of the firestop system Is rn GYP3J1i WALLBOARD dependent upon the hourly fire rating of the wall assembly in which it Is installed, as shown in m •• - = ASSEMBLY the following table. The hourly T Rating of the firestop system is dependent upon the type or co - �� E2 — size of the pipe or conduit and the hourly fire rating of the wall assembly in which it is m U.COD OR STEEL STUD installed, as tabulated below: N MAX. PIPE/CONDUIT PENETRATION F1RESTOP FOR 12' MAX, DIA, DIAMETER, IN. ANNULAR SPACE F RATING T RATING m STEEL PPE THROUGH GYP. WALLBOARD ASSEMBLY N 1 0` to 3/16 1 or 2 0 +, 1 or 2 Nam. R N.T.S. Fie s04-r1D4.1 ? 1 1/4 to 10` 3 or 4 3 ar 4 rat o i/e /aaa 350 ru 4 0 to 1/4 1 or 2 0 4 0 to 1- 1/2 ° )1 1 or 2 0 6 1/4 to 1/2 3 or 4 0 co m 12 3/16' to 3/8 1 or 2 0 CD N +When copper is used, T Rating is 0 h. tf1 f to 1 - 1/2 in. annular space applies only when Type CP -25 WB+ caulk is used and only when N the min thickness of the gypsum wallboard is 5/8 In. for i hr. rated walls and I -1/4 in. for N 2 hr. rated walls. . m Minnesota Mining & Mfg. Ca.—CP 25418 +. *Bearing the UL Classification Marking w m w t7 a D_ k UL SYSTEM NO °WL3001° tLli 01x STEEL STUD "T" RATING = 1H R • 1n 1. vim _A ftAjil V-The I or 2 hr. fire-rated gypsum wallboard /stud wall assembly shall be constructed of the materials and in the manner described in the individual U3DD Series V 1 WOIIR FIRE RATED Wall or Partition Designs in the UL Fire Resistance Directory and shall include the following CE GYPSUM WALL BOARD ` construction features: ASSEMBLY. `` S MR VS' DIA. eP_Ao A. STUDS-Wall framing may consist of either wood studs or steel channel studs. Wood studs • to consist of nom 2 by 4 in. lumber spaced 18 in. O.C. with nom 2 by 4 in. lumber end O MPS-24 PUTTY plates and crass braces. Steel studs to be min.'3 -5/8 in wide by 1 -3/8 in. deep channels spaced 24 in. O.C. B. WALLBOARD, GYPSUM* -Nom 5/8 in. thick, 4 ft. wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers and sheet orientation shall be as r-r -. SATED G,ASLE specified in the Indrvudat Wall or Portion Design. Clam. of circular opening to be U] 3/8 in, to 5/8 In. Larger than outside diem. of cable. q I C. FASTENERS -When Wood stud framing is employed gypsum wallboard layers attached to ' s studs with cement - coated nails as epecifiedln the individual Wall or Partition Design. When steel channel stud framing Is employed, gypsum wallboard attached to studs with Type S self - drilling, self- tapping bugle -head screws os specified in the individual Wall • - i - • • or Partition Design. 2. f.ABLES- Individual cable installed in through opening with an annular space of min. 0 in. -'' point contact) to max. 3/4 in, Cable to be rigidly supported on both sides of mall assembly. MiN. t/4' P1& BEAD The following types and sizes of cables may be used: CF CF25tLt3• admix. , A_ Max. 150 pair No. 24 AWG copper conductor telephone cable with polyvinyl chloride OR IIPS-2+ FIFTY ; ` (PVC) insulation and jacket materials, When max, 25 pair telephone cable is used, T Rating is 2 hr. When 50 to 150 pair telephone cable is used in f hr. rated fire wall, T Rating is . I i40UR FiRE RATED 3/4 hr. When 50 to 150 pair telephone cable is used in 2 hr. fire rated wall, T Ratir.g is 1 hr. ... GYPSUM WALL BOARD B. Max. No. 10 AWG multiple capper conductor Type Nl1.(`Romex') nonmetallic sheathed cable °. E1 A3 l..-r. with PVC insulation and jacket Materials. When Type NM cable is used, max. T Rating Lo is 1 -1/2 hr. in „ C. Multiple fiber optical communication cable jacketed with PVC and having a max. outside t[) • diem. of 5/8 in. When fiber optic cable ie used max. T Rating is 2 hr. m D. Max. 12 AWG mulliconductor (max. seven conductors) power /control ca with cross - on linked polyethylene (XLPE) insulation and XLPE or PVC jacket materials. When multi- op WOOD OR STEEL STUD conductor poor /control cable is used, max. T Rating is 2 hr. co r N 1 3. FiLL VOID DR CAVITY MATERIALS*-CAULK OR PUT' -Caulk or putty fill material installed to completely fill annular space between cable and gypsum wallboard on both sides of wall • and with a min. of 1/4 in. diem. bead of caulk or putty applied to perimeter of cable at it's on PENETRATION FJRESTOP FOR INSULATED eggress from each side of the wall. The hourly F Rating of the firestop system is equal to N CABLE THROUGH GYPSUM WALLBOARD ASSEMBLY © the hourly fire rating of the wall assembly in which it is installed. -I NLT.5 r at ie 40. -rr0u , . - 3 ° Bearing the UL Classification Marking rt! Date 2/25/2508 390 PiiI CO m CO N - lil N N - m Y, 'R AA I afghan auocialea, inc. L ENGINEERING O ir MEMORANDUM 7 DATE: July 5, 2007 TO: Dan Nelson "— City of Tigard Plans Examiner Q� BY: Dave Sandahl, PE 6 I. �l SUBJECT: Shear wall nailing ( 4 PROJECT: Holiday Inn Express (North Building) - Tigard PROJECT NO.: A06214 There are no construction documents of the original building. The building is sheathed with 5/8 inch gypboard on the upper two (2) levels and 3/8 inch plywood with 8d's at 6 and 12 over gypboard on the lower level. The existing gypboard sheathing is either missing, damaged, or misinstalled during the current construction. In an attempt to repair the existing sheathing and to meet current code, we suggest adding'/: inch plywood over the existing gypboard and nailing with 10d nails as indicated below. Some plywood has already been fastened over the existing gypboard with 6d ringshank siding nails and the modification is also described below. At new plywood installations (South East wall line): 3r floor: 1 /z" plywood over 5/8" gyp with 10d common nails at 6° o/c edge and 12° field. 2 " floor: '/2" plywood over 5/8" gyp with 10d common nails at 4° o/c edge • and 12" field. 1s floor: Nail existing' /" plywood over 5/8" gypboard with 10d common nails at 6" o/c edge and 12" field. These are in addition to the existing 8d nails. At existing plywood installations (North and East wall lines): r floor: Add 10d common nails at 12" o/c edge and 12" field. 2 " Add 10d common nails at 8" o/c edge and 12° field. 1S f� loor: Nail existing W plywood over 5/8" gypboard with 10d common nails at 6" o/c edge and 12" field. These are in addition to the existing 8d nails. Provide new construction requirements per permitted documents at the North wall line. &- Ze) 7 -CYo • cc: Hamid Afghan, PE — AAI Engineering City of Tigard Ted McRae — Mega Pacific ov:d Plans Jatin Patel - BHGAH Tigard, LLC BOW • File 8,1�'��� _ Date 7I 0 7 4875 SW Griffith Drive I Suite 300 I Beaverton, OR 1 97005 (5700 4 u)OPPER - Rou 503.620.30301 tel 503.620.5539 I fax w w w. a a I e n g. c o m OFFICE COPY r lL Ilk AA I in dii0il fn. ENGINEERING ADDENDUM STRUCTURAL CALCULATIONS PROJECT: Holiday Inn Express - Tigard PROJECT No.: A06214 DATE: July 5, 2007 Glue 0 Contents: -� w 1 Calculations 1 — 3 Lateral L8 — L10 r Floor Framing F1 — F25 'fI °REG• • Posts /Columns P1 — P11 'S- ` AcK ? Retaining Walls Cl — C9 � 41 0 R. A &' Porte Cochere PC1 — PC6 LEx?IRES: 12/31 1 4875 SW Griffith Drive I Suite 300 I Beaverton, OR 1 97005 503.620.3030 I tel 503.620.5539 I fax w w w. a a I e n g. c o m fZkVi 6RtcNJArL 4 v' LDb.Ie : *skim k co1L{ir pOP-j 4 ,Nt!4itwmla -S 62•a G t ( L) C,kYc of GYro.o. ✓t see 2 7) ° ez.3L . 5 +1s (a +y,r t d =Ts _ I V9. pro - 3tza - V. 661 f ikl) ° /L33V la 55 &s.by t 8 . t-)j 5_ •• • yelp C SEfc °Pr ii✓n-L c .4acs, • CJ AA I afghan associates, inc. /)t EX _ -f-jCA 1z i O By: flS Date: _�Z� ENGINEERING At oGr-/V 4875 SW Griffith Drivel suite 3001 Beaverton. OR 197005 Project No.: 503.820.30301 tel 503.620.56391 fax �j www.aaleng.com Sheet: / of: J 62x0 - --ll 3o0 - ✓ S8 ( • 7ost- (v /v5 • S+ t l r C' i f * 51• se,, 5-Le ?0 5 /5 /•S , 37 p (� ClrA, f /o5 7 t, �� = 3�Z T P /37.1" • J t qv) ( 44 4) ` sss-1, 44 • 5.s 4 4 ((3) t 3(3).t = yo 0 • Zsre./A : 5 r U S� ,4A Z(,L v./k!l L 1r16 -e°°` - -1tzo- • 5e6 ( 2 v) s eZ32- 1/4/ s 81( 14 .4 , ) `j z 53 `i Q ..3(3.) +4. -7•6c If /y 7 rt."- t� 6� 3(0+t.S( L � Y7 S elP IF, AA I afghan associates, inc. 0l (-4 — Cv•tlt, /Z O sy: DS Date: __�,��''_ ENGINEERING _r 4875 SW Griffith Drive 1 Suite 300 1 Beaverton, OR 1 97005 Project No.: 6 Y 503.620.30301tel 503.620.55391 fax www.eeleng.com Sheet: 2 of: 3 4:- '.:, r-) _ . n . n CSHEh2 t%J kLL DSIG, -/ - (�) Au_ ? lott -A-r - . 1 pltoc_ s P' l ' - 'X t 0.7813 v 4-5I'k /c GA STAILA i/f S 4.► 124vae-E ■Y 2S °.-- ' 1 ' Z6o (. 7') ' 2.10 ti) ti V,,, (moo'- ) . A so I , / A- V., h ,. (3 1.4.) _ -37 eA 0 ,,.lal:n- • 374 - zdo z / t'v yi r /A e (ion) = 88 0-S3) g z 1 Z to > /0 .) APO 10c1 c0.41.-ra. -/ i ' IC=OC t 0 } i AA I afghan associates, inc. (h Ex — ' -D s By: P Date: __7 ENGINEERING Project No.: Nye .Q 6Z1t 4875 SW Griffith ve Sulte 300 Beaverton. OR 97005 503.820.30301 tel 503 820.5539 I fax www aaleng.com Sheet: 3 of 5