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Specifications
[Page Too Large for OCR Processing] [Page Too Large for OCR Processing] _ I5o �'5 5v✓ - � 5i1,4))/ • � C7.aoS- X 55 0 '' Form 4a Project Name: GEO Page: 1 SYSTEMS - GENERAL Applicability Plans /Specs 'Discussion of qualifying exceptions Show compliance by including a drawing sheet, detail number, on page 4 -25 • - - — - - - -- - - - - — -- -- - - specification section and subparagraph: — -- - 1. Applicablity (Section 1317) Is this form required? O Form Required. Complete form if a new HVAC system is being installed, or components of an existing HVAC system are being replaced (I.e., equipment, controls, ductwork, and insulation.) ❑ Exception. The building or part of the building qualifies for an exception from HVAC code requirements. Applicable code exception is Section 1317.1. Portions of the building that qualify: Area: Exception ❑ -1 ❑ -2 ❑ -3 Area: Exception ❑ -1 ❑ -2 ❑ -3 Area Exception ❑ -1 ❑ -2 ❑ -3 ❑ Form Not Required. This project does not contain work required to comply with code. 2. Simple or Complex Systems (Section 1317.9 or 1317.10) El Simple System. Building contains only Simple HVAC System(s). Complete this form (4a) and equipment efficiency worksheets as required. Form 4b is not required. ❑ Complex System. Project includes a Complex System. Complete this form (4a), form 4b and equipment efficiency worksheets as required. , 3. Equipment Performance (Section 1317.5) ❑ No New HVAC Equipment. The building plans do not call for new electrical HVAC equipment, combustion heating equipment, or heat - operated cooling equipment. El Complies. All new HVAC equipment • have efficiencies not less than those required by code. ' The following equipment efficiency worksheets are attached: ❑ -4a ❑ -4b ❑ -4c . ❑ -4d ❑ -4e ❑ -4f ❑ - ❑ -4h ❑ -41 ❑ -4j 4. Duct Insulation and Sealing (Sections 1317.7 & 1317.8) ❑ No Ducts. The building plans and specifications do not call for new HVAC ducts or plenums. p Complies. The plans and specifications call for all air - handling ducts and plenums to be insulated and sealed as required by Sections 1317.7 81317.8. 5. Distribution Transformers (Section 1316.1) O No Distribution Transformers. The plans /specs do not call for new distribution transformers. ❑ Complies. All new distribution transformers comply with efficiency, testing, and labeling requirements of Section 1316.1.1. ❑ Exception. The project qualifies for an exception per Section 1316.1.1, Exceptiion: 0-1 0-2 0-3 0-4 0-5 0-6 0-7 0-8 0-9 0-10 0-11 0-12 0-13 0-14 Attach relevant documentation for appropriate exception. The plans /specs show compliance in the following �s locations: '' 4 -1 April 2005 Compliance with OSSC, effective 01/01/05 • • Form 4a Project Name: GEO ENGINEERS. Page: 2 SYSTEMS - GENERAL • 6. HVAC Controls (Section 1317.4) 6.1 System Thermostat /Zone Controls (Section 1317.4.1) • • O Complies. All new HVAC systems include at least one temperature control device responding to temperatures within the Tones: - - - - - - - - - - - .. - ❑ Exception. HVAC system qualifies for an exception from zone control requirements. The applicable code exception is Section 1317.4.2, Exception ❑ -1 0 -2 Portions of the building that qualify: The plans /specs show compliance in the following locations: 6.2 Off - hour Controls - Auto Setback or Shutdown (Section 1317.4.3) E l Complies. Systems must have at least one of the following features: O Control Setback Complies. Each system is equipped with automatic control capable of reducing energy through control setback during periods of non -use or alternate use of spaces served. ❑ Equipment Shutdown Complies. Each system is equipped with controls capable of reducing energy use through automatic shutdown during periods of non -use or alternate use of spaces. - HVAC systems with equipment shutdown are equipped with at least one of the following: O Programmable controls (1317.4.3.1 (1)) ❑ Occupant sensor (1317.4.3.1 (2)) ❑ Interlocked to a security system (1317.4.3.1 (3)) • ❑ Manually activated timers with 2 -hour operation max (1317.4.3.1 (4)) ❑ Exception. The building qualifies for an exception to the requirement for automatic setback or shutdown controls. • The applicable code exception is Section 1317.4.3 Exception 0 -1 ❑ -z The plans /specs show compliance in the following locations: 6.3 Control Capabilities (Sec. 1317.4.2.1) El Complies. Zone thermostats are capable of being set to the temperatures described in Sec. 1317.4.2.1. Where used to control both heating and cooling, zone controls shall be capable of providing a temperature range or deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. ❑ Exception. The building qualifies for an exception to the deadband requirements. The applicable code exception is Section 1317.4.2.1 Exception ❑ -1 ❑ -2 Portions of the building that qualify: The plans /specs show compliance in the following locations: 6.4 Optimum Start Controls (Section 1317.4.3.2) O Complies. Separate HVAC systems have controls capable of varying start-up time of system to just meet temperature set point at time of occupancy. ❑ Exception. HVAC systems have a design supply air capacity not exceeding 10,000 cfm. The plans /specs show compliance in the following locations: 6.5 Heat Pump Controls (Section 1317.4.4) El No Heat Pump. The plans /specs do not call for a new heat pump ❑ Complies. All new heat pumps equipped with supplementary heaters are controlled to minimize the use of supplemental heat as defined in Section 1317.4.4. .• The plans /specs show compliance in the following locations: • • 4-2 April 2005 Compliance with OSSC, effective 01/01/05 • • • • • Form 4a Project Name: GEO ENGINEERS. Page: 3 'SYSTEMS - GENERAL • 7. Economizer Cooling (Section 1317.3) ❑ No Cooling: The building-plans do not call for a-new-fan system with mechanical cooling: - - - - - - - - O Complies. Each new fan system has an air economizer capable of modulating outside -air and return-air dampers to provide up to 100 percent of the design supply air as outside air. ❑ Exception At least one new fan system qualifies for an exception. The applicable code exception is Section 1317.3, Exception ❑ -1 ❑ -2 ❑ -3 ❑ -4 ❑ -5 ❑ -6 If Exception 3 is selected complete the following: (a) Total cooling capacity of exempt units (Btu /hr) (b) Total installed building cooling capacity (Btu /hr) ❑ Complies. Sum of exempt units rated at less than 54,000 Btu /hr is <240,000 Btu /hr or a/b < 0.10 (10% of total building cooling capacity). Unit Identifier of exempt units: The plans /specs show compliance in the following locations: 8. Economizer Pressure Relief & Integration (Section 1317.3.1 and 1317.3.2) ❑ No Economizers Required. Project does not contain a new fan system requiring economizers. O Overpressurization Complies. The drawings specifically identify a pressure relief mechanism for each fan system that will relieve the extra air introduced by the economizer. O Integration Complies. Economizer is capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. ❑ Exception. The applicable exception is Section 1317.3.2, Exception ❑ -t ❑ -2 The plans /specs show compliance in the following locations: 9. Hot Gas Bypass (Section 1317.5) 0 No Hot Gas Bypass ❑ Complies. See allowable amount of hot gas bypass as a percentage of total cooling capacity in table below. Unit ID Rated Cooling Capacity Hot Gas Bypass Capacity • Allowable Hot Gas Bypass Rated Cooling Capacity Max Hot Gas Bypass Capacity <240,000 Btu /hr 50% >240,000 Btu hr 25% ❑ Exception. Unitary packaged system with cooling capacity no greater than 90,000 Btu /h • 4 -3 April 2005 Compliance with OSSC. effective 01/01/05 „ Form 4a Project Name: GEO ENGINEERS. Page: 4 ,SYSTEMS - GENERAL • 10. Shutoff Dampers (1317.4.3.3) O Not Required:- Shutoff dampers are not required on -this project. - -- -• - -- - - - - - - - - - - -- . - - ❑ Complies. Each outdoor air supply & exhaust system shall be equipped with motorized dampers. ❑ Exception. The building qualifies for an exception to the motorized damper requirement. The applicable code exception is Section 1317.4.3.3 Exception ❑ -1 ❑ -2 ❑ -3 ❑ -4 ❑ -5 ❑ -6 The plans /specs show compliance in the following locations: 10.1. Shutoff Damper Controls (Section 1317.4.3.3.1) O Complies. Outdoor air supply and exhaust systems shall be provided dampers that automatically shut when systems or spaces served are not in use or during building warm -up, cooldown, or setback. • ❑ Complies. Stair and shaft vents are capable of being automatically closed during normal building operation and interlocked to open as required by fire and smoke detection systems. The plans /specs show compliance in the following locations: 10.2. Motorized Damper Leakage (1317.4.3.3.2) O Complies. Motorized outdoor air supply and exhaust air dampers have a maximum leakage rate of 4 cfm /ft2 at 1.0 in w.g. when tested in accordance with AMCA Standard 500 -1998. ❑ Exception. Packaged HVAC equipment may have maximum leakage rate of 20 cfm /ft at 1.0 in w.g. when tested in accordance with AMCA Standard 500 -1998. The plans /specs show compliance in the following locations: 11. Piping Insulation (Section 1314) O No New Piping. The building plans and specifications do not call for new piping serving a heating or cooling system or part of a circulating service water heating system. ❑ 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 exception: Section 1314.1, Exception ❑ -t ❑ -2 12. Occupancy Ventilation O Complies. Mechanical ventilation systems provide the required amount of ventilation is indicated in plans/specifications as specified in Chapter 4 of the Oregon Mechanical Specialty Code. ❑ Complies. Natural ventilation systems provide required amount of ventilation as certified by a reg- istered architect or engineer as specified by Section 1203.4.1, Exception. Attach worksheet 4m. . The plans /specs show compliance in the following locations: The plans /specs show compliance on the following pages: v L • . 4-4 April 2005 Compliance with OSSC. effective 01/01/05 • %l/1EO__2oa$ -00550 GROUP . __.__.__ ....._. MECHANICAL UNIT SUPPORT _ . _... PROJECT NAME: Cai9 ed tr)11 b 2 -5 DATE: ! /3f 0'�j ELEMENT ID: 1.„11,A.. PROJECT NO.: 2 DESIGNE : F RS ,= 550.1b.1.1 W = 605 lb TOTAL WEIGHT OF MECHANICAL UNIT P,,,„, := 182.1b.1.05 MAXIMUM CORNER WEIGHT (use W/3 if not specified) curb := 38.1b 150 lb curb (150/4 =38 lb) Lech 6.ft mechanical unit length wmech := 4•ft mechanical unit width hmech.:= 5.ft mechanical unit height . • x:= 2•ft SUBPURLIN SPACING Pte,{+„ l : 25•ft PURLIN SPAN 16,8 9 ply • l 8•ft PURLIN SPACING • Roof Dead Load: roofing := 2.5•psf ` „ � 4 plywood := I.9•psf ri'k insulation := 1.5•psf "` °�"°�"' L.Q _. ceiling := 1.5•psf ~°---- - sprinkler := 1.5•psf electrical := 1 •psf purlin := 2.1 .psf DLl := roofing + plywood + insulation + ceiling + sprinkler + electrical + purlin DL = 12 psf Roof Live Load .snow := 25•psf LL := snow LL = 25 psf { 2080445.00 GeoEngrs_MU.xmcd C, 1 11/3/2008 • ADDED FRAMING Pmech := P comer + Pcurb Pmech = 229.1 lb P (DL + LL)• �s Lech 444 lb framing •= 1 2 2 framing = wfmming (DLi + LL).—S2 wframing = 37 plf Find maximum moment 2 Mme — (Pmech + �&aming }'la + wframi8ng' M = 1.971 x 10 in. lb _ Pmech + Pframing w&aming'(ls — 3.5•in Vrnax 2 + 2 = 479.154 lb _ M ID= SREQ 900•psi- 1.15.1.3 SREQ = 14.646in V AREQ := 3 mu AREQ = 3.472in 2 180•psi• 1.15 S4x6 := 17.65•in Define Actual Section Modulus Here A4x6 := 19.25•in Define Actual Area Here • Sxx := if (SREQ < S4x6 0 ) A if (A < A4x6, A ='1 Use 4x6 No. 2 DFL 2080445.00 GeoEngrs_MU.xmcd G 2 11/3/2008 • • ANCHORAGE seismic Tigard, OR 97224 a p := 1 Sds := 0.758 Ip := 1 RP • = 6 hx := 30-ft _ . - - W = 0.605 k h r := 30-ft • FD = 0.4apRp x • S Ip 1 + 2 • h I • W F = 91.7181b r F F := F = 65.5131b • 1.4 overturning hmceh = 5 ft wmech = 4 ft hmey, • MOT •= Fg 2 MoT = 163.782 ft-lb Mis: =W Mme= 1.21x10 MRES FSoT := FSOT = 7.388 - MOT screws hmech Lech . Fg 2 -W 2 Tension► := • Tension = - 275.203 lb 'meek Note: Tension is negetive e ► ice' := 0 -lb therefore there is no tensile force • F Shear := — 4 Shear = 16.378 lb #12 screw with 1 1/2 inch embedment: Tallow 244.5• lb Vnlbw := 163 -lb check combined Tension Shear combined := i + / < 1.33,1 ,0 Tallow Vallow J Use (1) #12 Screw Each Corner at combined° 1 Purlin Minimum 2080445.00 GeoEngrs_MU.xmcd Ci 3 11/3/2008 • • i f 1, /� _ . ... 5 " V5.0 e __ _ "• _____ _ " . _ „, _„ _-7-1. .p I �fa. o SN ow) i L- 7- ? ' i I - - -- - -- -- - - - - - - - - - - -'------ - - - -- • - - - - - - -- - - - -- I V- ':n = C 5kz5)(25, -f • = - 1 ti � • i I A i I I . I t t I i • • l i + i . (v- kF -v4) G 3 >; t8 . 1 - ��.2ti \tom �J1 �[-Y L • 'PI A,a.E _. V P3 8 /9 t 0.55' Ye V- 6311) ('�� Z7. 4;14'44 , v w ,„ lko es( (.e ') C2E'-6 /�+ ")C /1.)!a- ssb L �ti44 ' 4 1.49 IL rk 2�oo r bi, (145)01-4,'Ilq z 2.(aW (' L F i - 145 ( bAs) = 161.15 ps s L c = 1.1,;2.0.0 J `ro s .a „� - 19 %:'L i psi. c. 2 6 % 8 � s', 01 . I I l's (2 E 2 5 1,6` ,i psi '1° 's ( o C'1w Esc„ 1NC 6-26 _ T-A- (P PoGlCiG C e of e Ce/%1-er By_._ - Date /Q ( 3l b 8 . G R pllP MACKENZIE' Portland, Oregon I Seattle, Washington I Vancouver, Washington Sht. C ( ol _ www.groupmackenzie.com ©2008 GROUP MACKENZIE. At, RIGHTS RESERVED _777_7_ -- . -® C'0ttl,Evba- -_.ENO - • - - - - -/-1 . • M p __�I - T 4_Du O t s + V e jn. .(z- +1 ') ff 7Ft 1-5')C17.)( ;,,c): . M o� _L = K.l vi'`D + 3 , b 1` L _ X31.V9 '` -C- w .�of -t I y�o - Pi- - - - r - - TC._c -- - Y. - �9 (41 Cit 3. Cfs)Lt) � = - - - - -- - - - ! l l i - - * °... vt,i Pa_..SP NI.— : ; - . - . . - g ' -0- V a I "" 1 Mc }� r�ax L �R 2�'`�- up �'i- I+s'��- -e� i i I A i 2211.61 V—'43r • I- � ■ R (1„' } 101 4 fiN i + 1 .b' +VA PO40.5)3iS r . 10 10Bi . . . .. - - - - K, ` J D ell, rttt6l( 7- 4,1 li = �`� lo � • . C I . i 1 i i c = - 1.1.5 . , (I) I Y--44- C.,4/ ., = : /7bs 0040 . <4 2L - 1!bG es t (f0 15s5 v+ I ?d * a.5(,lt_;__ 13 ()Si: 4 169 Psi ie' i 28s.a a ,,,„ f.,QA,, tz, e R„,u,:.,,,_ C_,0 EP . c-i , R. g.c-3 Date /DI 3 1 / O , . G R Q U..P_ ii M A C K E N Z I E' )ob f .. _._ Portland, Oregon I Seattle, Washington l Vancouver, Washington Sht. C,...5 of www.groupmackenzle.com ©2008 GROUP MACNENIIE. ALL RIGHIS RESERVED GENERAL 1. _GOVERNING BUILDING CODE: 2006_. INTERNATIONAL BUILDING CODE. - ALL - WORK SHALL CONFORM -TO- -THE MINIMUM- - - - - - . -. STANDARDS OF THE 2006 IBC WITH AMENDMENTS. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. 3. DO NOT SCALE DRAWINGS; COORDINATE DIMENSIONS WITH ARCHITECTURAL, STRUCTURAL. AND /OR MECHANICAL DRAWING. 4. METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. 5. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS, AND VISITORS DURING CONSTRUCTION. SUCH MEASURE SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR CONSTRUCTION LOADS, ETC. VISITORS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE REVIEW OF THE ABOVE ITEMS. 6. CONSTRUCTION LOAD (MATERIAL AND EOUIPMENT) SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND /OR BRACING WHERE STRUCTURES HAVE NOT ATTAINED DESIGN STRENGTH. 7. WHEN A DETAIL IS IDENTIFIED, THE CONTRACTOR SHALL APPLY THIS DETAIL IN ESTIMA AND CONSTRUCTION TO EVERY LIKE CONDITION WHETHER OR NOT THE REFERENCE IS MADE IN EVERY INSTANCE. • STRUCTURAL WOOD 1. ALL FRAMING MEMBERS SHALL CONFORM TO THE DOUGLAS FIR -LARCH (NORTH) PORTION OF TABLE 2308.10.3 (IBC), UNLESS NOTED OTHERWISE. 2. THE QUALITY OF ALL WOOD MEMBERS AND THEIR FASTENINGS SHALL CONFORM TO CHAPTER 23 OF THE IBC. 3. ALL FRAMING MEMBERS SHALL BE GRADE MARKED. 4. FRAMING MEMBERS SHALL CONFORM TO THE FOLLOWING GRADES: STUDS OF - ® 2 OR BETTER • PANELIZED ROOF SUBPURLINS OF -L, if 2 OR BETTER PLATES DF -L, STUD OR BETTER 5. 2006 IBC TABLE 2304.9.1, NAILING SCHEDULE. SHALL GOVERN UNLESS MORE RESTRICTIVE NAILING IS INDICATED ON THE PLANS OR DETAILS. 6. PROVIDE APPLICABLE SIMPSON (OR APPROVED EQUIVALENT) HANGERS FOR BEAMS, JOISTS. POST CAPS AND BASES AND COLUMN CAPS UNLESS NOTED OTHERWISE ON PLANS AND DETAILS. 7. BOLT HOLES IN WOOD SHALL BE )A2 TO )46" LARGER THAN THE BOLT, DEPENDING ON BOLT SIZE. 8. PRE -DRILL NAIL HOLES WHERE NECESSARY TO PREVENT SPLITTING. 9. EACH GLU-LAMINA TED MEMBER SHALL BE STAMPED WITH AN IDENTIFYING NUMBER AND SHALL - BE ACCOMPANIED BY A CERTIFICATE OF INSPECTION CERTIFYING THAT THE MEMBERS THE 2006 IBC REQUIREMENTS. SUCH CERTIFICATES MUST BE MADE BY AN APPROVED AGENCY OF THE A P.A. 10. GLU- LAMINATED MEMBERS SHALL BE A COMBINATION OF 24F - (CIF- L) INDUSTRIAL GRADE, AND EXTERIOR GLUE. UNLESS OTHERWISE NOTED ON PLAN. 11. ALL SUSPENDED LOADS FROM SUBPURLINS ARE PROHIBITED WITHOUT PRIOR APPROVAL FROM THE ENGINEER. • 12. ALL HANGERS, POST CAPS. AND BASES ARE BY SIMPSON STRONG -TIE OR APPROVED EQUIVALENT. PROVIDE SIMPSON STRONG- (OR APPROVED EQUIVALENT) HANGERS FOR BEAMS, JOISTS, POST BASES. AND CAPS FOR COLUMNS UNLESS OTHERWISE NOTED ON PLANS AND DETAILS. i C IUD 1 { ri. `� &IN . 16,83, �` 0 } / e 1 • ' {1.' T y e L. �; , •.k..... G R 0 II P 11/3/2008 ORIGINAL SHEET: � viACKENZIE P ROJECT: DRAWN BY: RRB GENERAL NOTE Portland OR Vancouver WA Seattle WA GEO ENGINEERS BY: SUPPLEMENTAL DRAWING: 603.224.9680 . 380.898.7879 208.749.9093 ROOFTOP MECH UNIT y O AT PCC BLDG 231 0 aw a IMMOMGM MOM M JOB No- 7V\ °IM O'OL A° ME � 2080445.00 • [ . I I ; ! I i I i .tyk Po r .o...,..,NS I i i 1 i i i . • I I I. 50 Lbw A I - i . ! ..c 3y�.r8, -NP • ! II m - - ` ' ; ! i I ; s .. , • ; H : i I HH1 � I d I .I .M.1 - -I -. - - 4 li p .... 1 H 1 . : i : ' ,,,,,,• ,--- ,......„.,,,./ . , _ . . • • _ , . , . . . r, . Q 30 ETA ` PLW H 0 • ( c t e-5 Prm By g - l G R U P _ --- Date JO ! 1 )o , � MACKENZIE 1 'obit �- ° ` i � c Portland, Oregon I Seattle, Washington I Vancouver, Washington SM. .P! _ of - _ • _ -- www.groupmackenzie.com 02008 Gaouv MACKENZIE. ALL RIGHTS RESERVED . I . . . . • • • i 1 I I i • I t i I . - -- - i t - - .. - j_ .. . _ _ . I _ . . I i I i I I l I ! i j i , I, gt i I i I • ff • • • i 4 ><(, L 41 I • I ! 0 . • ii(i(7 ''''--... . i • • r NI .../....... I . . • ' ' I i ' • ' g . • I{ �� 5v �,p m�K i Mc Cpl (AI'. -.— — .J i tt + cr 4 O .0 .7 6,8; . / ..", i & 1 • (55 Lb 1 6.• X V- IAN IT 0). ` ' � < . X57' t. 5c.; MIRES: 06/30/ Ciro (POI lot, Le-5 /21-0- 0y ee8 G R � ? 11 P - Date IPtl) ) .Y _..__. MACKENZIE lob# 79o04 Portland, Oregon I Seattle, Washington I Vancouver, Washington Sht. Q Z of -_ www.groupmackenzie.com ® 2008 GROUP MACKENZIE. ALL RIGHTS RESERVED • . • I I I �.. . _,.. ; -- - 1 I i � : 1 • I O i j I �y F q� tifECH to rD • + - C� q�p C+6+- To • ; F i - r :xERFRFALM4 � — — ii- iz..4 dsciLE vs to of w 0_0 MlN - RES: 46l30� jam_ i I I 1 i I I rid,'� — ; • : . ■∎► \ \� i 1 SIMPSON LUS46 HANGER L lei 1∎ii®1iJ • MW■1 " -" EXISTING GLULAM BEAM • • • 0 MECH FRAMING AT GLU -LAM BM 1 1/2 IL it 61§0_ -- , - IuCS t N L — des /eflA _ By Cz# -- G R O UP Dale i 0/at/o � 2 0 4 5 Portland, Oregon Seattle, Washington Vancouver, Washington s't r ot • www.groupmackenzie:com 0200a GROUP MACKENZIE. All RIGHTS RESERVED ' • I ' �' I • . i I • • • 1 C T U j I I 1 � GiNd d , i I I . �". 1618' I I ` 1 i • a c., u. I I 1 O' • 21 . 1- <,■• i • I • RES: • '; 30 I BLING BELOW !' i jJI - - - - i • 1 . - .. _ ! 1 i • 1 j !I 1 B412, HANGER . i ME UNIT F . ) 550 LB MAX UNIT 1 1/2 = 1' -011 I • .--- - - -4 - 15.5 IOELQ-S 'lti _... By Date 103 • G R Q !J_F' MACKENZIE ] ob @ � ,2b � b `l -_ Portland, Oregon I Seattle, Washington I Vancouver, Washington Sht. of • www.groupmackonxie.com Q2008 GROUP MACK FNZIf- Art RIGHTS RES[RV EO I • I UCTU . 1 I50 PRO ..4 ' I - — - r �.S U ,_ J a .. RES: • + ., 30 . . I I I . -- - - -- -MECH UN1 SEE 4x FRAMI I f-T G -- - - - -- I P L 3 FOR PER P ickm4 ATTACHMf. NT ; - • \ " Zaltle-l" P6 P - - - _ ____ -I .. . _ -... _ . . ■ �►�►I� - '�-1 EXISTING :CLULAM BEAM • ( MECH FRAMIN AT G LU- -LAM BM. 0 1 1/2 =1'- -o cr NC■► NeL-ac —Tvt BY_____g_ Date /Ci l `03 G R U P_ M A C K E N Z I E lob ik lO P) OL S Portland, Oregon I Seattle, Washington I Vancouver, Washington Sht. Y of www.groupmackenzie.com 02008 GROUP MAC[ENZIE. ALL pIGIITS RESERVED