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Specifications
. - d4.-i/ O /7 / (rwr , A- 95 97 /( 4441. 6_ Rc( 3 I .3 • i i s . .1 '' .., i� , SSE OMAHA /11 I SS' DALLAS `` . %.k ESE DENSER fi ti ) ESS PORTLAND '4: , - • P roject: LUSH Fresh Hand Made Cosmetics Washington Square, Space B13 9585 SW Washington Square Road , ,„ Portland, Oregon -- `P.f ': 7" '... � C 1 6 y . N G ' "C' w fJ % o ,... /.. V %!. ., 7 OF t 9. .f tir oG . e I r 13 CPI RES: 12/31/ Client: Cortland Morgan Architect 711 N. Fielder Road Arlington, TX 76012 Project Number: 11127 Date: September 20, 2011 (3 Scope of Design Calculations: Design Criteria: Design Codes: IBC 2006, ASCE -07 2005 Seismic: ASCE -07, 2005 Wind: ASCE -07, 2005 Interior wall pressure 5.0 psf Enclosed in this package: Calculations Pages 1 — 5 Prepared By: Reviewed By: William Clark Wahid G. Enayat, P.E., S.E. . . • . . 1 ....... ,1 ..,..1 StenStrOM Inc • . . SSI [CAS BE 9 • PA6f:. Z. . . . . 1 SSEOMAK A . '•ir I ESEOENVER V * -. PROBE . P°Pinetic) PRIMA . 11 . „ . ..... : : - i•,.. . . I IRCATION: P°Itland' Oreg D BSPORRAHO Tict,.\\- WC •• • • • • " . • , :. c ie..1 .. ... ,, • - lil 4. : 1 ,. 4 ... • ... - I". ' i • i.• . ? • !. • • - : . F • oi p i „...i ...1 , t : .. ( 1 j . ,..., . ig,•' • .. . .• .. t i----. --i 4:!ur .i• C.... EltP ' ' he 0 /4 R kl r4s....„...;.... :...1 .. p4.................,...;. .. ,...,.. ;.. . . , . • .. . • . . • ,,g5 • :..t5s S.-. . • i i r I• . . • - • it z .. i . ... . . . , k ; i : I • i • • , .• • • • i ' • ' I . .; , fi g. i II • . . .. i • 1 r • . ; i. - .... 4.... . r'. •. . . 1., : • : .. 1 , . ... . . , 5 ....,.. !'s , I ; - t • 1 ''. . : • ' ' li • • . : ; i . ' e:5r7--33T__:, : /& f ca C,,_ •• • i , . 4 , • . : ! ,. , F• 1 '' ..1 , 1 '3 " t — -- 4 "" • "--- i - i' . • ' . • • . • • r. ig • . .I .........,. • 1 . . 1. i -t 1 .c . . •• . . • - . . . 4 . . ■ . . . - 15111 i • I . . . - ...'"''''''f'''' . t —. ! • . .. 4 • -! . I:4A .. -...s . ' . 14124- 3 i ' 1 C- k i . i - i: ; • '. - i " • • ... 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Ef.10311 8' 1' 9' 8' 10' 0' 10' 5' 11' r 13' 14' 10' 95' 8 9' 7'9' 106' 1r r icr 11.0. 2" 11' 5' 10' r s" 12' Er 11' 8" 18'5' 14' 0" 1 ' 1 2' 18' 2' 16' 6' 14' 5' 16' 2' 14' 11' 134" 19' 9' 17 11' 15' 8' 12' 4'9 11' 5"9 -10'4'e 129' 11' 9' ! 10' 7' l9'2" 12'2' 10' 11' 14' 5" 13' 3' 11' 10' 11:1%.101:110 12' 0" 10' 6'e 14' 0' 12'S' 14' 6' 12'3" 15' 0" 13' 1' 164' 11' 3' 17' 10'e 16' 7'e 14' 11"e 18' 4' 170' 15' 4' 1810' IT 6' 159' 20' 18' 11" 18 11" 5' 8' 4'11' 63 ' 4' 11' B'S' 5' 10' 74' 8' 5' 10' 6' 10" 60' 77" 6' 10' 6' 0' 1" 62' T 10' T 92" i at 4V 7' is iv ir 10 10" 9'5' 13' 0' 11' 9' 10' 3" 13 2' 12' 2' 10' 11' 14' 5' 13' 4' 11' 11' I1"2" 154' 54" 11' 10" 11' 0' 9' 10' 13'O' 120' 10 11' Ve 10' es 11' 5' 18 7' 119' 10' 11" 1210" 11' 10' Pr h Ott .1.1.:1111.M11.4.4 (4 1.418 ffel orY. , Tror rkv-wr tT•Vilqt 8' 7' 10' 1' 19 5' 13' 10' 11'9' 11' 11' 161's 10 We 13'5',e 1O9' 154' 13' 9' 17'O' 15 9S' 14'2' 18 4' " 15' •LAO If NEM 1 "1 , 7'1elgr 4' 4' 3' 10's 52' 4' 5' 5' 3' 4' 7' 5' 8' 4•9' 5' We_ 5' 6'e 911' If 5" TT Er 8' 7'5' 6'10' B'S' 7' 7' It's ure 710' 71' 1' 7'4' 8 ' 4' 77' 9 1' 8' 3' 2 ' 64' 7' 4' 100' 9' 1' 7' 11" 8' We 7 11"e 10' 5' 9' 5' 10' 9' 9'9' 11'2" 10' 1' 12' 1' 11' 0' 13' 2"e 12' 2'e 10', 9"e 136" 125' 11. 1310' 12 10' 11' 7' 14' 11' 13' 10' 12'S' Ceiling Span Table "e" Web stiffeners required at supports. See page 42 for Ceiling Span Table Notes, Allowable Ceiling Spans — Deflection Limit U360 • I .: S • .1 . ; • r' I 43 • 1 '3 - • 4 : • • .1 • . L2,(// .A.arou /. • _ • ..... . I ' • 15 .. /V9 ?4 • ) - : .r . .# 1 2........., ; --)g ■ • • • I f • 4 1 1 i ..4 • 1" : 4 -, , ' -'• •• " ' • i , . . .. a 4 . 4 s ' : C t/H-• i - • IP r • i • I i. • . . . s • ); +5 ..4 • • •• • I .• I !' •, ; • • ,'.? • , 4 , ,. 44..4,1 1.6.14.... 4.1,m . 1 . ... i. .1 • .• .... . . • • • • ■• . 1.. 4 Pe. I • • • 4 • ; I i •„! I • . • r '• • i• „ •i• !• • • • • •34 1 • cS.#11 • Alw s I I s • i I s I • • t : i • .' .: ••1. i ; 1 . 57 f f ie:ra—JA-i; ait . 3ur • • F • 1" i . • . • .., ..; : , .. .. ....,..1' .. : : .. . . • 15 /5 -- -') =.7 g - ,. I • ... i .. . I . .„ . • I ! ' • • • " s' : • vi yt 104 4.---,..A c ,9 . , Is ...I . ... ....• . . .. : yrin.4.7 1 • 4 oft Combined Axial and Lateral Load Tables • Combined Loading Allowable Axial Load Table Notes 1. Allowable loads based on weak axis and torsional bracing at 48" o.c. maximum for axial load calculation and continuous support of each flange for flexural calculation. 2. Lateral and axial load multiplied by 0.75 for strength determination per AISI A5.1.3. 3. Check lateral end reactions for web crippling. 4. Allowable axial load in kips /stud (1 klp =1000 Ibs). rj � - 35 .2`- alp. 5 • sf Lateral Load .. 4., '1 an % . t `tim as .*, L �i. ° E�-tl�' � 3S ,i7 FM iJ 47 i7 X1'7 dt�- �'ra' 4 F f 4'��f 0112:4,...71.14, y �•� � t T'it{ $. O ° k t� i ,F.1,Lef ��'k yn � : C ci .r-it tYi '.,ra.r 141''t 1a {'4 �1 ri +,�i yY i r 7 +ae I } a ..V.'1,' Xrlth t r 't r '" 7 1- d z R . a Y>;' 4 l 4ma t r C'�` �lE N , I' i , •4 ' -� -, ,. .,, � - � ��sr�' FI � .5+, x...�� t 6:..�.✓J � �4. :. . v RIp1 •Y .. °L•}r r.k 12 2.03 2.78 4.09 5.14 1.68 2.32 3.42 4.42 2,08 2.85 4.27 5.44 2,49 3.50 5.34 6.76 16 2.03 2.76 4.09 5.14 1.68 2.32 3.42 4.42 2.08 2.85 4.27 5.44 2.49 3.50 5.34 6.76 24 2.03 2.76 4.09 5.14 168 2.32 3.42 4 42 2.08 2.85 4.27 5.44 2.49 3.50 5.34 6.76 o - .1'11 7�- r -r (j��}' '0'7: k �sq y.{�: ,t tWr" � 1 '711001T, 7 ,r . ,{^# , 1 t c : 'c .t ��'i'' • ¢�� F � Y� F.'•i9 r 5 li ? F + k i }F' i y n" .4" i 8 x� ^ I 0 , , r :1EI a : 1 ,•,5ziAt. ,a r � ', � ` s i' -C °' 'er; +' 10 12 1.86 2.54 3.53 4.43 1.57 2.18 3.07 3 1.93 2.63 3.78 4.75 2.32 3.22 4.68 5.85 16 1.86 2.54 3 53 443 1. 2.18 3.07 3.91 1.93' 2.63 3.78 4.76 2.32 3.22 4.68 5.85 �, 2.54 3 53 4 i1 2.18 3.07 3.91 1.92 2.63 3.78 4.75 2.32 322 4,68 5.85 t '� 1 j V . r.! . ,,, 6 . i , ? . L , r l `"' a it s ,, ,. ` �47i; x , r ,'r 1:,, t ,, z 4. ,� $ , f ,. r i � 6 z r 5 y I .4 e 9 i `' 0 " .40,p4-... , . q{ T , ' , ,,lig• . y 2 ® � 5 t ( ' $ 4 . i , 6 ,4:•,`i u:8 e r !'.:',p' J; i u ��i p� , p , t,,. ,, tt , + 1 ',,1 f',,ti,,y8 j gi 4.,: a i G , .,'7 , , � ,e , , k ' , •'' Y } ven � .• 't . ��i 2 , 1 .f4 0 - ''. : K 1F ... •G k �f . ' ' iK dr � 14 12 1.33 ° 1.94 2.40 2.97 1.14 8 1.73 2.19 2.73 1.43 2.08 2.61 3.23 1.79 2.50 3.17 3.92 16 1.18* 1.84 ° 2.40' 2.97 e • ° 1.61 ° 2.19' 2.73 1.28 ° 1.99' 2.61 3.23 1.61 a 2.43' 3.17 3.92 24 0.91 ° . ° ° !IL E f 4 ° .02.5 1.34' 2.15 ° 2 .73 ° 1.00 a 1.70 ° 2.58 ° 3.23' 1.29 ° 2.09' 3.17 ° 3.92 4 � y R �F1F911 r LA1W'7 t 1 � t'�` IIM 1 �` g , $' 1 F aro ° �e ° ? . a .I 1+ der rw . ,e� .iF 5 r '� n 7 . `f �'"b - : ,. ° . ! f6`. (� e . ' fi. ! si c;,- 9,r'{ E �., { r• �' � 6�a . �• * y . .� (r? : � b0� ` 7r tx €u't s2Q., , � � k d . l y 5 sf Lateral Load gf fyl -t :sla f r1j. r �f '��.� r ". { r; t t A l l v _ Y r h7'. °° , . '10,01.. r 1 '. 13 445'_ ( A + .....sj .1 s r S 1 ti�C 1' .t t C' to v e e F{ s ). u I S•. t i �Ir r . 1 ( a �»�-� r t�Ci � �, � i ': � k(� - )J1� r �' •� ^- ,. f ,i - �' a1 � G "t ^ �r 1 � rr 1i�. . iii ., ..'A r, .p,1�_' L r:6.u" it lr'.iriliagX.. ly.�` l` "�:[R� .1 ..:S�.LE_'1121iVril 1l:_?".:.ai..k •.sL�'�.5.:!'l 40:1 yi14:', : �.S.kr ,i 8 12 1.79 2.49 3.77 5.08 2.22 3.05 4.73 6.25 2.63 3.78 5.92 7.72 2.53 3.49 5.74 7.58 16 1.79 2.49 3.77 5.08 222 3.05 4.73 6.25 2.63 3.76 5.92 7.72 2.53 3.49 5.74 7.58 24 1.79 2.49 3.77 5 08 Z 22 3,05 4.73 6 25 2.63 3.76 5.92 7.72 2 53 3.49 5.74 7.68 rt t r i ,I a- F es , rt s v " 'y t�7 ' ;04:1', ' hF7�,5 , l t1 T - b6 t t t, �tii „ I s t , t �� 44$,? r . f � 1, i. 24 �a 1 : : � ? F 0 1 d : ° 85.14 , - U }TM, �,• 1 s: ' "2 `1 i�rr B " 7 3�6 P i.: t" t F i ' "'a i f 6 Fa 'Y • i as ` 4 . 1 . "g �� 0 y t � i ' �w4i� j 4�0 57 «5 10.:.:1.. 7FS� 1 r 4 {M t i` '� . "` 1. : h ��.. � £� l�.ifA � �' F r& ?L C�' #. � � - r a..i u.t.. 'L7r.�: 10 12 1.71 2.37 3.50 4.67 2.10 2.88 4.32 5.69 2.49 3. 52 5.34 6.95 2.48 3.43 5.58 7.47 16 1.71 2.37 3.50 4.67 2.10 2.88 4,32 5.69 2.49 3.52 5.34 6.95 2.48 3.43 5.58 7.47 24 1.71 2.37 3.50 4.67 2.10 2.88 R 32 5 69 2.49 3.52 5.34 6 95 2 48 3.43 5.58 7.47 + r c p n +M .4 . r r' t' r� ,- 1, f P is S . e . . a,,, 1 if F V tfBt `{� �it g{ Q { ?.� .r .( : w. , � y �y e a u ' t �}/ y > ` J F � .. "�' E{ , S /y � 3 Y ' � r' ° 1C • { •1�y 1, 1 1 , 4 ry 5 Y y ,.. , o t it il , f ['J �4f t } .V ; r,.. T, 44 ^ 0.11• 0 �_ 1� .• ° t ..r . . e 7 1 i k. ,_ .,:! ag!AI,..i 21t 0:::,..:_.. ( . 1': Y k. ..1 B 111 • ° + a '1 ' F'd'� s: _,! 8w , 0 C:• '-t. t .1U 14 12 1.39 2.00 2.7 3.43 1.73 2.36 3.22 4.07 2.10 2.87 3.91 4.93 2.29 316 4.96 6.64 16 1.24 ° 1.97' 2.70 3.43 1.57 1 2.38 3.22 4.07 1:96' 2.87 3:91 4.93 2.29 3. 4.96 6.64 24 0.98 ' 1.69 8 2.70 3.43 1.28 1.28 212 ° 3 22' 4.07 1.63 1 2.59' 3.91 4 93 2.22 9.18 4,96 6,64 � ' g g 1 e - ° `:1S C;c)'rw a 2 / T, t 3 ti C g71' F.,i� . ^ e .i t� Q c e s , 4/..t7, � ,JJ.:, a, s° X81 s{ ,}f +,3, 1$ z ° Flip I r2 I ° ro t 1 4 d ie t e. ; - I , ' r rw g0: 85, ' 1 Q51 t� d.t. .3. 1.1 t °i . i v ke .1 ,.i 6 :H' L_.,L•i'- . • f I ' I "' : I. 1 I. ; I e 1 Deflection exceeds U.120 6 Deflection exceeds U600 ' 2 Deflection exceeds 0240 7 Deflection exceeds U720 3 Deflection exceeds 0360 -- If not noted, deflection is less than 0720 20 SSMA . . ' . • . . . . I 4 -.1. t Si, • '-!'"'" I 1.- i A • 44. -' Stenstrom-Schmderinei ....4......,....,,,,..,.. ,,,..„,,,,..„ . SS' ilk[AS Jo . c... Mb e,- L9 . " ASK: , 5 V: ____5_, . ' SSEOMMA 4 ■ 4 .. 4,....* . PROJICI#: l'iildE.C1: Z os A e...ArK 0.-fie....* • ____... ,, , ESEDENVER / ESSPORII .44%. .........:. . . M HO / • e::Pg. • • • ; .. iff ..._ 1.,. . 444 I : - 1 i riMer Vi.. i et, i • . . .. .. 1 i • . . • • 1 .. • • • I• ■:. • , 4 A. t. . . • , : • : l i •• 4 . • • r. .. ,,s1. • r - ••• • , - • ;. . . . i: .. - i - , ; • •• r. • , . .. i: • !.; , : . ) .. :... . • - ., i . e 4. -T • - . . • . i . . s 1 . „ • .. 1: .1 i • • 'r! ' A. 1 I . . _ I4 . • . : / :'. • ' . i I ft 1.1e44 eC: S 7 'i. 35 • • ,. • . i -: f • I ' i . . : : .. . . i • • - ' • ":-. .`: ' •1 • : :1 • . . .1.' I ' • . .,. . . tL. L • V - ? ^ • . I •• I ' • • • . , I , . . . .. . . • ... . . 5 ...eaiho 7 t 4 0 . 4)3(1! . . . ! 4 0 . 4 • .! • R ...77c it.F / , z.r) : . -, .: • • . • i 1 : A . i-. - L ,... . 1-.• ' 1 , ("7- -IV ..! . ....: . • • • . Zaled2:-:—. 4 —'tiet)41 ,6‹..f. e t.....s. . ' 1 : L' - • - • -.> . . , ' 3 ' eq.K17 2 * /64 t` . I: - : i &9/ 4V-/‘ > . . f. : i CI i .1 • • , . : . . i ;:• j • .): . . . ...... ; .. : . • 4 • ( , ' I ' -'. . i • 6 = .0i=4.7?srs-4.*,- (..57 ." i . i j; . . , t : (11044 1.7-56) 1 . . : . ' . .. . . • ' . ! ' ' i ' . i i .. 1 , . ! . : ,o, • 1 1 /-* : • ..I- . - i fl Z.-A • 4 5:e.,b •: Z ..44- 6 rie,0 37 0 - 3 r3 i : : • , .. . . . . .. . . i . . .. . . . . 1.. -. . -- '1'm .--- .-- - •-• : - ''' "."...! -..., • _, • , : ... i ;, , . •,. .; ; h , ; . l• ; I - .. !. • , .. 1 • . i - , ..,.• .. • • , • ■ - 1 1 ... ? • : • g . . ' 1 i . • , i i t . K T... ,......: f 1 „ . . .g ,, . . 4 1 i ■ , •I i I 4. ,. .. . . • • I A ! I .,. i I id, ' ' 1 . ' i - ,i) . . ..0,P • '. . eiti ;. . . . rip :... ti5; 3 •-• rr• 4?:7) ' - ' E l' i . • . ..:..: I I 1 • 4 •• :.: • , ? • : • 4 • 1 : . . . ... ::. ' . .. • •: .. ., . : .: • !:. • . : _ CD C 2001 North American Specification 13 Project: Portland LUSH Date: 9/23/2011 J Model: ceiling joists SECTION DESIGNATION: 600S137 -33 (33) Single C Stud INPUT PROPERTIES: Web Height = 6.0000 in Steel Thickness = 0.0346 in Top Flange = 1.3750 in Inside Corner Radius = 0.0765 in Bottom Flange = 1.3750 in Yield Stress, Fy = 33.0 ksi Stiffening Lip = 0.3750 in Fy With Cold -Work, Fya = 33.0 ksi Punchout Width = 1.5000 in Punchout Length = 4.0000 in OUTPUT PROPERTIES: • Effective Section Properties, Strong Axis Neutral Axis from Top Fiber (Ycg) 3.2244 in Moment of Inertia for Deflection (Ixx) 1.5481 in ^4 Section Modulus (Sxx) 0.4546 in^ 3 Allowable Bending Moment (Ma) : 748.59 Ft -Lb Gross Section Properties of Full Section, Strong Axis • Neutral Axis from Top Fiber (Ycg) 3.0000 in Moment of inertia (Ixx) 1.5821 in ^4 Cross Sectional Area (A) • 0.3183 inA2 Radius of Gyration (Rx) 2.2293 in Section Properties, Weak Axis Gross Neutral Axis (Xcg) From Web Face • 0.3051 in Gross Moment of Inertia (lyy) • 0.0685 in ^4 Radius of Gyration (Ry) 0.4640 in Other Section Property Data Member Weight per Foot of Length 1.0832 lb/ft Allowable Shear Force In Web (Unpunched) 638.07 lb Allowable Shear Force In Web (Punched) 638.07 lb Pao for use in Interaction Equation C5 -2 2794 lb Torsional Properties Dist. from Shear Center to Neutral Axis (Xo) - 0.8230 in St. Venant torsion Constant (J x 1000) 0.1270 in ^4 Warping Constant (Cw) 0.4935 inA6 Radii of Gyration (Ro) 2.4212 in Torsional Flexural Constant (Beta) 0.8845 1 . • . Il. al.•. 's 'i. . • • • • i i '1; I • • t 'r ll i :4 4. • • • 1 }. i1:... 17 • re.; 7 • • O A 13 2001 North American Specification Project: Portland LUSH Date: 9/23/2011 Model: ceiling joists Unit Ld I Ib /ft T . ._ R1 R2 15.33 ft Section : 600S137 -33 Single C Stud (X -X Axis) Fy = 33.0 ksi Maxo = 748.6 Ft -Lb Moment of Inertia, I = 1.548 in ^ 4 Va = 638.1 lb Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 235.0 0.314 235.0 Full 748.6 0.314 0.218 L/845 Combined Bending and Web Crippling Reaction or Load Brng Pa Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ft -Lb) Value Req'd ? R1 61.3 1.00 152.8 0.0 0.48 No R2 61.3 1.00 152.8 0.0 0.48 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa MIMa Unstiffen Stiffen R1 61.3 0.0 1.00 0.10 0.00 0.01 NA R2 61.3 • 0.0 1.00 0.10 0.00 0.01 NA l i : • i . iii: 1.. t: I : . l_ •3 11 t' '? I I `i I' I. . • to bj 2001 North American Specification 13 Project: Portland LUSH Date: 9/23/2011 Model: ceiling joists Unif Ld R1 R 15.33 ft Section : 600S137 -33 Single C Stud (X -X Axis) Fy = 33.0 ksi Maxo = 748.6 Ft -Lb Moment of Inertia, I = 1.548 inA4 Va = 638.1 lb R1 R2 Reactions (lb) 61.3 61.3 Left Cantilever Local X-dist (ft) Max 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 V (lb) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 M (Ft -Lb) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Defl (in) U0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Center Span Local X-dist (ft) Max 0.00 1.53 3.07 4.60 6.13 7.87 9.20 10.73 12.26 13.80 15.33 V (lb) 61.3 61.3 49.1 36.8 24.5 12.3 0.0 -12.3 -24.5 -38.8 -49.1 -61.3 M (Ft -Lb) 235.0 0.0 84.6 150.4 197.4 225.6 235.0 225.6 197.4 150.4 84.6 0.0 Defl (In) U845 0.0000 -0.0683 - 0.1293 -0.1770 - 0.2073 -0.2177 -0.2073 - 0.1770 - 0.1293 - 0.0683 0.0000 Right Cantilever Local X-dist (ft) Max 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 V (lb) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0:0 I 0.0 M (Ft -Lb) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Dell (in) U0 0.0000 0,0000 0,0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 { • C � I% • I' t 0 • • l .. E , I . . l ; • !!' . - r - 1 1: . . ;1 • ..1 • 1 . i' . :1 1. •1 I Il • ' I..:1 :' r. i • • ® 1 3 2001 North American Specification Project: Portland LUSH Date: 9/23/2011 Model: ceiling joists Unif Ld 1 E): Ib /ft t R1 R2 15.33 ft Section : 600S137 -33 Single C Stud (X -X Axis) Fy = 33.0 ksi Maxo = 748.6 Ft -Lb Moment of Inertia, I = 1.548 in ^4 Va = 638.1 lb Deflected Shape 0.0000 In 0 1, 15.33 -0.2177 in — — — — • f 2001 North American Specification 13 Project: Portland LUSH Date: 9/23/2011 Model: mechanical shaft header • SECTION DESIGNATION: 600T100 -43 (33) Single INPUT PROPERTIES: Web Height = 6.1614 in Steel Thickness = 0.0451 in Top Flange = 1.0000 in Inside Corner Radius = i • 0.0712 in Bottom Flange = 1.0000 in Yield Stress, Fy = 33.0 ksi Fy With Cold -Work, Fya = ( 33.0 ksi • OUTPUT PROPERTIES: j I!? • Effective Section Properties, Strong Axis Neutral Axis from Top Fiber ()fcg) 3.3187 in Moment of Inertia for Deflection (Ixx) 1.6290 in ^4 Section Modulus (S)x) 0.4442 in^ 3 Allowable Bending Moment (Ma) 731.44 Ft -Lb Gross Section Properties of Full Section, Strong Axis Neutral Axis from Top Fiber (Ycg) 3.0807 in Moment of Inertia (Ixx) 1.6502 in ^4 Cross Sectional Area (A) 0.3604 in ^2 Radius of Gyration (Rx) 2.1399 in Section Properties, Weak Axis Gross Neutral Axis (Xcg) From Web Face 0.1423 in Gross Moment of Inertia (lyy) 0.0229 in ^4 Radius of Gyration (Ry) 0.2521 in Other Section Property Data Member Weight per Foot of Length 1.2263 lb /ft Allowable Shear Force In Web (Unpunched) 1377.13 lb Pao for use in Interaction Equation C5 -2 3261 lb Torsional Properties Dist. from Shear Center to Neutral Axis (Xo) -0.3639 in St. Venant torsion Constant (J x 1000) 0.2443 in^4 Warping Constant (Cw) 0.1659 in ^6 Radii of Gyration (Ro) 2.1852 in Torsional Flexural Constant (Beta) 0.9723 - t. • • • ,I=... • • • I. f ' t i • • • . t'. I.. It .1.1 II: • r . tf' I+ i-111 i is • • • • • 'in 2001 North American Specification Project: Portland LUSH Date: 9/23/2011 Model: mechanical shaft header Unif Ld lb /ft • li t • • I l l R1 R2 8.00 ft Section : 600T100 -43 Single (X -X Axis) Fy = 33.0 ksi Maxo = 731.4 Ft -Lb Moment of Inertia, I = 1.629 inA4 Va = 1377.1 lb Loads have not been modified for strength checks • Loads have not been modified for deflection calculations Flexural and Deflection Check Mmax Mmax! Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 368.0 0.503 368.0 Full 731.4 0.503 0.088 L/1088 Combined Bending and Web Crippling Reaction or Load Brng Pa Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ft -Lb) Value Req'd ? R1 184.0 1.00 186.2 0.0 1.19 No R2 184.0 1.00 186.2 0.0 1.19 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor V/Va M /Ma Unstiffen Stiffen R1 184.0 0.0 1.00 0.13 0.00 0.02 NA • R2 184.0 0.0 1.00 0.13 0.00 0.02 NA I .iii.. 1 i. i a • . fI :!ii • 1 • .l 1 - 1 .;y • '� • . II. • Ili. . 1.4 II ) ; . 1 1.1a , II I; . • 1• . • off" 2001 North American Specification Project: Portland LUSH Date: 9/23/2011 Model: mechanical shaft header Iblft Unif Ld R1 R2 8.00 ft Section : 600T100 -43 Single (X -X Axis) Fy = 33.0 ksi Maxo = 731.4 Ft -Lb Moment of Inertia, I = 1.629 inA4 Va = 1377.1 lb R1 R2 Reactions (lb) 184.0 184.0 Left Cantilever Local X -dist (ft) Max 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 V (lb) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 M (Ft -Lb) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Defi (In) L10 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Center Soan Local X -dist (ft) Max 0.00 0.80 1.60 2.40 3.20 4.00 4.80 5.60 6.40 7.20 8.00 V (lb) 184.0 184.0 147.2 110.4 73.6 38.8 0.0 -36.8 -73.6 -110.4 -147.2 -184.0 M (Ft -Lb) 368.0 0.0 132.5 ' 235.5 309.1 353.3 368.0 353.3 309.1 235.5 132.5 0.0 Defl (in) L/1088 0.0000 -0.0277 - 0.0524 - 0.0717 - 0.0840 - 0.0882 -0.0840 - 0.0717 -0.0524 - 0.0277 0.0000 Right Cantilever Local X-dist (ft) Max 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 V (lb) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 M (Ft -Lb) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Defi (In) L10 . 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 1 t I . • I. t I) I !It i ., • ? I: i; I0 0 F 2001 North American Specification Project Portland LUSH Date: 9/23/2011 Model: mechanical shaft header Unif LO -. 1■Itg lb/ft I R1 R2 8.00 ft Section : 600T100 -43 Single (X"XAxis) Fy = 33.0 ksi Maxo = 731.4 Ft -Lb Moment of Inertia, I = 1.629 inA4 Va = 1377.1 lb Deflected Shape 0.0000 in 4 . 8.00 - 0.0882 In • — B(P 2_6ll — COI 7 9597 Gt el -A11- Scu 13 RECEIVED COMcheck Software Version 3.8.1 I Lighting Compli�T'CY aa - 3 2010 OF'TIGARD Certificate BUILDING DIVISION Oregon Energy Efficiency Specialty Code Section 1: Project Information Project Type: New Construction Project Title : Lush Fresh Handmade Cosmetics Construction Site: Owner /Agent: Designer /Contractor: 9585 SW Washington Square Road Mike Slevin Cortland Morgan Architecture Space B13 Lush Fresh Handmade Cosmetics 711 N. Fielder Portland, OR 97223 Arlington, TX 76012 (817) 635 -5696 Section 2: Interior Lighting and Power Calculation A B C D Area Category Floor Area Allowed Allowed Watts (ff2) Watts / ft2 (B x C) Retail:Sales Area (Ceiling Height 12 ft.) 762 1.5 1143 Allowance: Other retail highlighting / Fix. ID: A 162(a) 0.6 97(b) Allowance: Other retail highlighting / Fix. ID: B 300(a) 0.6 120(b) Allowance: Other retail highlighting / Fix. ID: B 300(a) 0.6 180(b) Common Space Types:Active Storage (Ceiling Height 12 ft.) 128 0.66 84 Supplemental Allowed Watts(c) = 923 Total Allowed Watts = 2547 (a) Area claimed must not exceed the illuminated area permitted for this allowance type. (b) Allowance is (B x C) or the actual wattage of the fixtures given in Section 2, whichever is less. (c) Supplemental watts must be associated with retail merchandise highlighting fixtures. Supplemental watts are not included calculation of lighting complaince percentage. Section 3: Interior Lighting Fixture Schedule A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ S of Fixture (C X D) Fixture Fixtures Watt. Retail:Sales Area (762 sq.ft.) Halogen 1: A: LV HALOGEN DOWN LIGHT / Halogen MR -16 35W 1 24 35 840 Track lighting 1: B: FLUOR TRACK HEADS / Other / Electronic 1 1 120 120 Track lighting 2: B: FLUOR TRACK HEADS / Other / Electronic 1 1 360 360 Compact Fluorescent 1: C: FLUOR HIGH BAY / Triple 4 -pin 32W / Electronic 1 5 32 160 Common Space Types:Active Storage (128 sq.ft.) Linear Fluorescent 1: Dl: FLUOR TROFFER / 48" T8 32W / Electronic 2 2 60 120 Total Proposed Watts = 1600 Section 4: Requirements Checklist Lighting Wattage: 1. [505.1 +] Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 2547 1600 YES Project Title: Lush Fresh Handmade Cosmetics Report date: 08/02/11 Data filename: F:lprojects\51\5133 Lush Washington Square\Com Check.cck Page 1 of In the following requirements, the relevant code section reference is shown in [ ]. ' +' denotes that more details exist in the specified code section. Mandatory Requirements: Li 2. [505.4] Exit signs. Internally illuminated exit signs shall not exceed 5 watts per side. Location in plans/specs where compliance can be identified (enter NA if not applicable): • 3. [505.2.2.3 +] Daylight zone control. All daylight zones are provided with individual controls that control the lights independent of general area lighting in the non - daylight zone. In all individual daylight zones larger than 350 sq.ft., automatic daylight controls is provided. Automatic daylight sensing controls reduce the light output of the controlled luminaires at least 50 percent, and provide an automatic OFF control, while maintaining a uniform level of illumination. Contiguous daylight zones adjacent to vertical fenestration may be controlled by a single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations (i.e., north, east, south, west). Daylight zones under skylights shall be controlled separately from daylight zones adjacent to vertical fenestration. Exceptions: El Retail spaces adjacent to vertical glazing (retail spaces under overhead glazing are not exempt). U Display, exhibition and specialty lighting U HID lamps 150 watts or less. ❑ Spaces required to have occupancy sensors. Location in plans /specs where compliance can be identified (enter NA if not applicable): • 4. [505.2.1 +] Interior lighting controls. At least one local shutoff lighting control has been provided for every 2,000 square feet of lit floor area and each area enclosed by walls or floor -to- ceiling partitions. The required controls are located within the area served by the controls or are a remote switch that identifies the lights served and indicates their status. Exceptions: LI Lighting systems serving areas designated as security or emergency areas that must be continuously lighted. ❑ Lighting in public areas such as concourses, stairways or corridors that are elements of the means of egress with switches that are accessible only to authorized personnel. ❑ Lighting for warehouses, parking garages or spaces using less than 0.5 watts per square foot. ❑ Lighting for contiguous, single- tenant retail spaces. Location in plans/specs where compliance can be identified (enter NA if not applicable) ▪ 5. [505.2.3 +) Sleeping unit controls. Master switch at entry to hotel /motel guest room. Location in plans/specs where compliance can be identified (enter NA if not applicable): ❑ 6. [505.2.1.1] Egress lighting. Egress illumination is controlled by a combination of listed emergency relay and occupancy sensors to shut off during periods that the building space served by the means of egress is unoccupied. Exceptions: Building exits as defined in Section 1002 of the Oregon Structural Specialty Code. Location in plans/specs where compliance can be identified (enter NA if not applicable). ❑ 7. [505.2.2 +] Additional controls. Each area that is required to have a manual control shall have additional controls that meet the requirements of Sections 505.2.2.1 and 505.2.2.2. • 8. [505.2.2.1 +] Light reduction controls. Each space required to have a manual control also allows for reducing the connected lighting load by at least 50 percent by either 1) controlling (dimming or multi -level switching) all luminaires; or 2) dual switching of alternate rows of luminaires, alternate luminaires, or alternate lamps; or 3) switching the middle lamp luminaires independently of other lamps; or 4) switching each luminaire or each lamp. Exceptions: U Only one luminaire in space. LI An occupant- sensing device controls the area. • The area is a corridor, storeroom, restroom, public lobby or sleeping unit. ❑ Electrical and mechanical room. J Areas that use less than 0.6 Watts /sq.ft. Location in plans/specs where compliance can be identified (enter NA if not applicable) .. Project Title: Lush Fresh Handmade Cosmetics Report date: 08/02/11 Data filename: F:\projects15115133 Lush Washington Square\Com Check.cck Page 2 of ❑ 9. [505.2.2.2] Buildings larger than 2,000 square feet are equipped with an automatic control device to shut off lighting in those areas. This automatic control device shall function on either: 1) a scheduled basis, using time -of -day, with an independent program schedule that controls the interior lighting in areas that do not exceed 10,000 square feet and are not more than one floor; or 2) an occupant sensor that shall turn lighting off within 30 minutes of an occupant leaving a space; or 3) a signal from another control or alarm system that indicates the area is unoccupied. Exceptions: ❑ Sleeping units, patient care areas; and spaces where automatic shutoff would endanger safety or security. Location i n plans/specs where compliance can be identified (enter NA if not applicable) • 1 0 . 0. [505.2.2] Occupancy sensors in rooms that include daylight zones are required to have Manual ON activation. Location in plans/specs where compliance can be identified (enter NA if not applicable): ❑ 11. [505.2.2] An occupant sensor control device is installed that automatically turns lighting off within 30 minutes of all occupants leaving a space. Exceptions: ❑ Classrooms and lecture halls. Li Conference, meeting and training rooms. ❑ Employee lunch and break rooms. ❑ Rooms used for document copying and printing. ❑ Office spaces up to 300 square feet. ❑ Restrooms. ❑ Dressing, fitting and locker rooms. Location in plans/specs where compliance can be identified (enter NA if not applicable): ❑ 12. [505.2.2] Additional controls. An occupant sensor control device that automatically turns lighting off within 30 minutes of all occupants leaving a space or a locally activated switch that automatically turns lighting off within 30 minutes of being activated is installed in all storage and supply rooms up to 1000 square feet. Location in plans/specs where compliance can be identified (enter NA it not applicable): ❑ 13. [505.2.2.2.1] Occupant override. Automatic lighting shutoff operating on a time -of -day scheduled basis incorporates an override switching device that: 1) is readily accessible, 2) is located so that a person using the device can see the lights or the area controlled by that switch, or so that the area being lit is annunciated, 3) is manually operated, 4) allows the lighting to remain on for no more than 2 hours when art override is initiated, and 5) controls an area not exceeding 2,000 square feet. Exceptions: ❑ In malls and arcades, auditoriums, single- tenant retail spaces, industrial facilities and arenas, where captive -key override is utilized, override time is permitted to exceed 2 hours. ❑ In malls and arcades, auditoriums, single- tenant retail spaces, industrial facilities and arenas, the area controlled shall not exceed 20,000 square feet. Location in plans/specs where compliance can be identified (enter NA if not applicable): ❑ 14. [505.2.2.2.2] Holiday scheduling. Automatic lighting shutoff operating on a time -of -day scheduled basis has an automatic holiday scheduling feature that turns off all loads for at least 24 hours, then resumes the normally scheduled operation. Exceptions: ❑ Retail stores and associated malls, restaurants, grocery stores, places of religious worship, theaters and exterior lighting zones. ❑ Single zone electronic time control devices and self- contained wall box preset lighting controls Location in plans/specs where compliance can be identified (enter NA if not applicable). ❑ 15. [505.2.4 +] Exterior lighting controls. Lighting not designated for dusk -to -dawn operation shall be controlled by either a combination of a photosensor and a time switch, or an astronomical time switch. Lighting designated for dusk -to -dawn operation shall be controlled by an astronomical time switch or photosensor. Location in plans /specs where compliance can be Identified (enter NA if not applicable):- -- ❑ 16. [505.3] Tandem wiring. The following luminaires located within the same area shall be tandem wired: 1. Fluorescent luminaires equipped with one, three or odd- numbered lamp configurations, that are recess - mounted within 10 feet center -to- center of each other. 2. Fluorescent luminaires equipped with one, three or any odd- numbered lamp configuration, that are pendant- or surface - mounted within 1 foot edge- to -edge of each other. Project Title: Lush Fresh Handmade Cosmetics Report date: 08/02/11 Data filename: F:lprojects15115133 Lush Washington Square\Com Check.cck Page 3 of Exceptions: J Where electronic high- frequency ballasts are used. ❑ Luminaires on emergency circuits. ❑ Luminaires with no available pair in the same area. Location in plans/specs where compliance can be identified (enter NA if not applicable): ❑ 17. [505.5.1 +] Medical task lighting or art/history display lighting claimed to be exempt from compliance has a control device independent of the control of the nonexempt lighting. Location in plans/specs where compliance can be identified (enter NA if not applicable):__ ❑ 18. [505.7 +] Each dwelling unit in a building is metered separately. Location in plans/specs where compliance can be identified (enter NA if not applicable): Interior Lighting PASSES: Design 2% better than code. Section 5: Compliance Statement Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the Oregon Energy Efficiency Specialty Code requirements in COMcheck Version 3.8.1 and to comply with the mandatory requirements in the Requirements Checklist. ,/ John Ratliff, LC Poi t* Rad44, A� x/2/11 Name - Titie Signature Date Project Title: Lush Fresh Handmade Cosmetics Report date: 08/02/11 Data filename: F: \projects15115133 Lush Washington Square\Com Check.cck Page 4 of , ,20/1- 06)17/ RECEIVED dt AUG - 3 2010 COIVIcheck Software Version 3.8.1 J • Mechanical Compliance C ifi© Oregon Energy Efficiency Specialty Code Section 1: Project Information Project Type: New Construction Project Title : Lush Fresh Handmade Cosmetics Construction Site: Owner /Agent: Designer /Contractor: 9585 SW Washington Square Road Mike Slevin Cortland Morgan Architecture Space B13 Lush Fresh Handmade Cosmetics 711 N. Fielder Portland, OR 97223 Arlington, TX 76012 (817) 635-5696 Section 2: General Information Building Location (for weather data). Portland. Oregon Climate Zone: 4c Section 3: Mechanical Systems List Quantity System Type & Description 1 VAV Box (Single Zone) : Cooling: 1 each - Other, Capacity = 36 kBtu /h, Air - Cooled Condenser 1 Water Heater 1: Electric Storage Water Heater, Capacity: 10 gallons Section 4: Requirements Checklist In the following requirements, the relevant code section reference is shown in [ ]. ' +' denotes that more details exist in the specified code section. Requirements Specific To: VAV Box : • 1. [503.3.2] Hydronic system controls. Hydronic systems of at least 300,000 Btu /h design output capacity supplying heated and chilled water to comfort conditioning systems include controls that meet the requirements of Section 503.4.3. Location in plans/specs where compliance can be identified (enter NA if not applicable): Requirements Specific To: Water Heater 1 : • 1. No efficiency requirements for water heater with storage capacity less than 20 gallons. • 2. [504.2] Service water - heating equipment performance efficiency. Water heating equipment efficiency has been verified through data furnished by the manufacturer or through certification under an approved certification program. O 3. [5043] Temperature controls. Service water - heating equipment have controls to allow a setpoint of 110 °F for equipment serving dwelling units and 90 °F for equipment serving other occupancies. The outlet temperature of lavatories in public facility rest rooms is limited to 110 °F. Location in plans /specs where compliance can be identified (enter NA if not applicable): D 4. [504.4] Heat traps. Water - heating equipment not supplied with integral heat traps and serving noncirculating systems have heat traps on the supply and discharge piping associated with the equipment. Location in plans/specs where compliance can be identified (enter NA if not applicable): • 5. [504.5 +] Pipe Insulation. For automatic - circulating hot water and externally heated (such as heat trace or impedance heating) systems, piping is insulated in accordance with the specifications of this section. u 6. [504.6 +] Hot Water System Controls. Systems designed to maintain usage temperatures in hot water pipes is turned off automatically when the hot water system is not in operation and has demand sensing controls that turn off the system when there is no demand when the system is operational. A check valve or similar device is installed per requirement details. Exception: Where public health standards require 24 hours per day operation of pumps for uses such as swimming pools, spas and hospitals. Project Title: Lush Fresh Handmade Cosmetics Report date: 08/02/11 Data filename: F:Iprojects15115133 Lush Washington Square\Com Check.cck Page 1 of 5 • Exception: Service water heating systems used to provide multiple functions as part of an integrated system. ❑ Exception: Where coupled with water heating capacity less than 100 kBtu /h. Location in plans/specs where compliance can be identified (enter NA if not applicable): Generic Requirements: Must be met by all systems to which the requirement is applicable: u 1. [503.2.1 +] Calculation of heating and cooling loads. Design loads are determined in accordance with the procedures described in the ASHRAE /ACCA Standard 183. Alternatively, design loads have been determined by an approved equivalent computation procedure. • 2. [503.3.1 +] Cooling equipment economizers: The total capacity of all cooling equipment without economizers must be less than 240 kBtu /h. This project lists 36 kBtu /h capacity without economizers. That portion of the equipment serving dwelling units and guest rooms is not included in determining the total capacity of units without economizers. Location in plans /specs where compliance can be identified (enter NA if not applicable)* u 3. [503.2.2 +] Equipment and system sizing. Heating and cooling equipment and systems capacity do not exceed the loads calculated in accordance with Section 503.2.1. U Exception: Required standby equipment and systems provided with controls and devices that allow such systems or equipment to operate automatically only when the primary equipment is not operating. D Exception: Multiple units of the same equipment type with combined capacities exceeding the design load and provided with controls that have the capability to sequence the operation of each unit based on load. Location in plans/specs where compliance can be identified (enter NA if not applicable):. U 4. [503.2.3 +] HVAC Equipment Performance Requirements. Reported efficiencies have been tested and rated in accordance with the applicable test procedure. The efficiency has been verified through certification under an approved certification program or, if no certification program exists, the equipment efficiency ratings are supported by data furnished by the manufacturer. u 5. [503.2.4.1 +] Thermostatic Controls. The supply of heating and cooling energy to each zone is controlled by individual thermostatic controls that respond to temperature within the zone. Location in plans/specs where compliance can be identified (enter NA if not applicable): • 6. [503.2.4.1.1] Heat pump supplementary heat. Heat pumps having supplementary electric resistance heat have controls that, except during defrost, prevent supplementary heat operation when the heat pump can meet the heating load. Location in plans/specs where compliance can be identified (enter NA if not applicable• . 7. [503.2.4.2] Set point overlap restriction. Where used to control both heating and cooling, zone thermostatic controls provide a temperature range or deadband of at least 5 °F (2.8 °C) within which the supply of heating and cooling energy to the zone is capable of being shut off or reduced to a minimum. CI Exception: Thermostats requiring manual change over between heating and cooling modes. Location in plans/specs where compliance can be identified (enter NA if not applicable): ❑ 8. [503.2.4.3] Optimum Start Controls. Each HVAC system has controls that vary the start-up time of the system to just meet the temperature set point at time of occupancy. Location in plans/specs where compliance can be identified (enter NA if not applicable)• u 9. [503.2.4.4 +] Off -hour controls. Each zone is provided with thermostatic setback controls that are controlled by either an automatic time clock or programmable control system. ❑ Exception: Zones that will be operated continuously. u Exception: Zones with a full HVAC load demand not exceeding 6,800 Btu /h (2 kW) and having a readily accessible manual shutoff switch. Location in plans/specs where compliance can be identified (enter NA if not applicable) U 10. [503.2.4.5 +] Shutoff damper controls. Both outdoor air supply and exhaust are equipped with not less than Class I motorized dampers. U Exception: Gravity dampers shall be permitted for outside air intake or exhaust airflows of 300 cfm or less. Location in plans/specs where compliance can be identified (enter NA if not applicable): • 11. [503.2.4.6 +] Freeze Protection and Snow melt system controls, Freeze protection systems, such as heat tracing of outdoor piping and heat exchangers, including self - regulating heat tracing, include automatic controls capable of shutting off the systems when outdoor air temperatures meet code criteria. Location in plans/specs where compliance can be identified (enter NA if not applicable• . u 12. [503.2.4.8] Separate air distribution systems. Zones with special process temperature requirements and /or humidity requirements are • served by separate air distribution systems from those serving zones requiring only comfort conditions; or shall include supplementary control provisions so that the primary systems may be specifically controlled for comfort purposes only. Project Title: Lush Fresh Handmade Cosmetics Report date: 08/02/11 Data filename: F: \projects15115133 Lush Washington Square \Com Check.cck Page 2 of 5 U Exception: [503.2.4.8 +j Zones requiring only comfort heating or comfort cooling that are served by a system primarily used for process temperature and humidity control. Location in plans/specs where compliance can be identified (enter NA if not applicable): L7 13. [503.2.4.9] Humidity control. If a system is equipped with a means to add or remove moisture to maintain specific humidity levels in a zone or zones, a humidity control device is provided. Location in plans/specs where compliance can be identified (enter NA If not applicablel: ❑ 14. [503.2.4.9.1] Humidity control. Where a humidity control device exists it is set to prevent the use of fossil fuel or electricity to produce relative humidity in excess of 30 percent. Where a humidity control device is used for dehumidification, it is set to prevent the use of fossil fuel or electricity to reduce relative humidity below 60 percent. La Exception: Hospitals, process needs, archives, museums, critical equipment, and other non - comfort situations with specific humidity requirements outside this range. Location in plans/specs where compliance can be identified (enter NA if not applicable) • 15. [503.2.4.9.2] Humidity control. Where a humidity control device exists it is set to maintain a deadband of at least 10% relative humidity where no active humidification or dehumidification takes place. [] Exception: Heating for dehumidification is provided with heat recovery or heat pumping and the mechanical cooling system efficiency is 10 percent higher than required in section 503.2.3, HVAC equipment performance requirements. Location in plans /specs where compliance can be identified (enter NA if not applicable). o 16. [503.2.5] Ventilation. Ventilation, either natural or mechanical, is provided in accordance with Chapter 4 of the International Mechanical Code. Where mechanical ventilation is provided, the system has the capability to reduce the outdoor air supply to the minimum required by Chapter 4 of the International Mechanical Code. Location in plans/specs where compliance can be identified (enter NA if not applicabley O 17. [503.2.5.1 +] Demand controlled ventilation (DCV). DCV is required for spaces larger than 500 ft2 for simple systems and spaces larger than 150 ft2 for multiple zone systems. • Exception: Systems with energy recovery complying with Section 503.2.6 L] Exception: Spaces less than 750 ft2 (69.7 m2) where an occupancy sensor turns the fan off, closes the ventilation damper, or closes the zone damper when the space is unoccupied. Location in plans/specs where compliance can be identified (enter NA if not applicable) ❑ 18. [503.2.5.2 +] Kitchen hoods. Kitchen makeup is provided as required by the Oregon Mechanical Specialty Code. ❑ Exception: Where hoods are used to exhaust ventilation air that would otherwise be exhausted by other fan systems. O Exception: Kitchen exhaust systems that include exhaust air energy recovery complying with section 503.2.6. Location in plans/specs where compliance can be identified (enter NA if not applicable). • 19. [503.2.5.3 +] Enclosed parking garage ventilation controls. In Group S -2, enclosed parking garages used for storing or handling automobiles employs automatic carbon monoxide sensing devices. Location in plans/specs where compliance can be identified (enter NA if not applicable): • 20. [503.2.6 +] Energy recovery ventilation systems. Individual fan systems that have both a design supply air capacity of 5,000 cfm or greater and a minimum outside air supply of 70 percent or greater of the design supply air quantity have an energy recovery system. [] Exception: Where energy recovery systems are prohibited by the International Mechanical Code. L] Exception: Systems serving spaces that are not cooled and are heated to less than 60 °F. ❑ Exception: Where more than 60 percent of the outdoor heating energy is provided from site - recovered or site solar energy. O Exception: Type 1 kitchen exhaust hoods. ID Exception: Cooling systems in climates with a 1- percent cooling design wet -bulb temperature less than 64 °F (18 °C). LI Exception: Systems requiring dehumidification that employ series -style energy recovery coils wrapped around the cooling coil when the evaporative coil is located upstream of the exhaust air stream. Exception: Systems exhausting toxic, flammable, paint exhaust, corrosive fumes, or dust. L] Exception: Laboratory fume hood systems that include qualifying features. Location in plans/specs where compliance can be identified (enter NA if not applicable): O 21. [503.2.7 +] Duct and plenum insulation and sealing. All supply and return air ducts and plenums are insulated with the specified insulation. When located within a building envelope assembly, the duct or plenum is separated from the building exterior or unconditioned or exempt spaces by a minimum of R -8 insulation. All ducts, air handlers and filter boxes are sealed. Joints and seams comply with Section 603.9 of the International Mechanical Code. Project Title: Lush Fresh Handmade Cosmetics Report date: 08/02/11 Data filename: F:\projects15115133 Lush Washington Square\Com Check.cck Page 3 of 5 I] Exception: When located within equipment. U Exception: When the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15 °F (8 °C). Li 22. [503.2.7.1.1 +] Low- pressure duct systems. All longitudinal and transverse joints, seams and connections of low- pressure supply and return ducts are securely fastened and sealed with welds, gaskets, mastics (adhesives), mastic -plus- embedded - fabric systems or tapes installed in accordance with the manufacturer's installation instructions. U Exception: Continuously welded and locking -type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g. pressure classification. Location in plans/specs where compliance can be identified (enter NA if not applicable): U 23. [503.2.7.1.2 +] Medium- pressure duct systems. All ducts and plenums designed to operate medium - pressure are insulated and sealed in accordance with Section 503.2.7. Pressure classifications specific to the duct system are clearly indicated on the construction documents. Location in plans/specs where compliance can be identified (enter NA if not applicable) O 24. [503.2.7.1.3 +] High - pressure duct systems. Ducts designed to operate at high - pressure are insulated and sealed in accordance with Section 503.2.7. In addition, ducts and plenums are leak- tested in accordance with the SMACNA HVAC Air Duct Leakage Test Manual. Location in plans /specs where compliance can be identified (enter NA if not applicable). • 25. [503.2.8 +] Piping Insulation. All pipes serving space - conditioning systems (hot water piping for heat systems, chilled water, refrigerant, and brine piping systems, and steam piping) are insulated as specified by this section. ❑ Exception: Pipe insulation is not required for factory - installed piping within HVAC equipment. Exception: Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 60 °F and 105 °F. U Exception: Piping within room fan -coil (with AHRI440 rating) and unit ventilators (with AHRI840 rating). j Exception: Pipe insulation is not required for runout piping not exceeding 4 ft in length and 1 in. in diameter between the control valve and HVAC coil. ❑ 26. [503.2.9.1 +] Air system balancing. Each supply air outlet and zone terminal device is equipped with means for air balancing in accordance with the requirements of IMC 603.17. Discharge dampers intended to modulate airflow are prohibited on constant volume fans and variable volume fans with motors 10 horsepower. Location in plans/specs where compliance can be identified (enter NA if not applicable). O 27. [503.2.9.2] Hydronic system balancing. Individual hydronic heating and cooling coils are equipped with means for balancing and pressure test connections. Location in plans /specs where compliance can be identified (enter NA if not applicable). • 28. [503.2.9.3 +] Manuals. The construction documents require that an operating and maintenance manual be provided to the building owner by the mechanical contractor. See long description for specifications. Location in plans /specs where compliance can be identified (enter NA if not applicable). U 29. [503.2.10 +] Air System Design and Control. Each HVAC system having a total fan system motor nameplate hp exceeding 5 hp meets the provisions of Sections 503.2.10.1 through 503.2.10.2. Location in plans/specs where compliance can be Identified (enter NA if not applicable): O 30. [503.2.10.1 +] Allowable fan floor horsepower. Each HVAC system at fan system design conditions does not exceed the allowable fan system motor nameplate hp (Option 1) or fan system bhp (Option 2) as shown and calulated in requirement details. U Exception: Hospital and laboratory systems that utilize flow control devices on exhaust and /or return to maintain space pressure relationships necessary for occupant health and safety or environmental control shall be permitted to use variable volume fan power limitation. Ul Exception: Individual exhaust fans with motor nameplate horsepower of 1 hp or less. Location in plans /specs where compliance can be identified (enter NA if not applicable): D 31. [503.2.10.2 +] Motor nameplate horsepower. For each fan, the selected fan motor is no larger than the first available motor size greater than the brake horsepower (bhp). • Exception: For fans less than 6 bhp, where the first available motor larger than the brake horsepower has a nameplate rating within 50 percent of the bhp, selection of the next larger nameplate motor size is allowed. • Exception For fans 6 bhp and larger, where the first available motor larger than the bhp has a nameplate rating within 30 percent of the bhp, selection of the next larger nameplate motor size is allowed. Location in plans/specs where compliance can be identified (enter NA if not applicable). o 32. [503.2.10.3.1] Large Volume Fan Systems. Fan systems over 8,000 (7 m3 /s) cfm without direct expansion cooling coils that serve single zones reduce airflow based on space thermostat heating and cooling demand. A two-speed motor or variable frequency drive Project Title: Lush Fresh Handmade Cosmetics Report date: 08/02/11 Data filename: F: \projects \51 \5133 Lush Washington Square \Com Check.cck Page 4 of 5 reduces airflow to a maximum 60 percent of peak airflow or minimum ventilation air requirement as required by Chapter 4 of the International Mechanical Code, whichever is greater. Exception: Systems where the function of the supply air is for purposes other than temperature control, such as maintaining specific humidity levels or supplying an exhaust system. Location in plans/specs where compliance can be identified (enter NA if not applicable) U 33. [503.2.10.4] Series fan - powered terminal unit fan motors. Fan motors for series fan - powered terminal units are electronically- commutated motors and have a minimum motor efficiency of 70 percent when rated in accordance with NEMA Standard MG 1 -2006 at full load rating conditions. Location in plans/specs where compliance can be identified (enter NA if not applicable). o 34. [503.2.12] Hot Gas Bypass Limitation. For cooling systems <= 240 kBtu /h, maximum hot gas bypass capacity is no more than 50% total cooling capacity. Location in plans/specs where compliance can be identified (enter NA If not applicable), Section 5: Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the Oregon Energy Efficiency Specialty Code requirements in COMcheck Version 3.8.1 and to comply with the mandatory requirements in the Requirements Checklist. /7 Q w5 c _ /5. � � � 7 -$ "/J Name - Title Signature Date Project Title: Lush Fresh Handmade Cosmetics Report date: 08/02/11 Data filename: F:\projects\51 \5133 Lush Washington Square \Com Check.cck Page 5 of 5