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Plans (10) I , 41>C14 No° RECEIVED tt MAY 2 2018 Cw A O CITY OFTIGARD 5-1 LANDMARK BUILDING BUILDING DIVISION C3., 1 ww 1350 SWOCCULandPmarkANCYALLane,LOCATTlgardION OR 91224 V" • 0�P APRIL 2018 n -,,____SUBJECT TENANT AREA �•n SUITE 100 I SUITE 00 CREATIVE HOME REMODEL PROCESS DEVELOPMENT LASS CABINET WOODWORKING MARIJUANA EXTRACTION FI OCCUPANCYFI OCCUPANCY a 2.740 SF TOTAL I 5,622 SF TOTAL 3U I L D INCI I NFORM,4T I ON o I PROJECT ADDRESS: n 1350 SW LANDMARK LANE m t 340 a rt TIGARD, OREGON 51224 ' m u L 'MYrsd dock N ❑10 E !BUILDING CODE SUMMARY W cSUITE DA, HNC, ALL WORK IS DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF 1-ct o kt MARIJUANA! TION Fl OCCUPANCYTHE OREGON STRUCTURAL SPECIALTY CODE (OSSC) 2104 EDITION U'❑ o iii2625 SF TOTAL W 0 i PROJECT SUMMARY: z a CHANGE OF TENANT FROM PREVIOUS TENANT THAT ASSEMBLED FOOD in N 1- CARTS (FI OCCUPANCY) TO NEW TENANT THAT PROCESSES (EXTRACTS) N ac MARIJUANA (F1 OCCUPANCY). cr--L_\- ) CONSTRUCTION TYPE: V-B - FULLY SPRINKLERED BUILDING SIZE: ,y() GROUND (ONLY) FLOOR: 11,530 SF GROSS - Fl OCCUPANCIES r ^ l:7 ////// ALLOWABLE BUILDING HEIGHTS AND AREAS: ( J CONSTRUCTION TYPE: V-B W OCCUPANCY GROUPS (PRIMARY): Fl OCCUPANCY GROUPS (ACCESSORY LESS THAN 10%): B AND SI Fl BASE ALLOWABLE: 12,000 SF J ALLOWABLE INCREASES FOR SPRINKLERS: 200% Fl ALLOWABLE W/ SPRINKLERS: 36,000 SF / BUILDING WORKS AS Fl PROVIDED IT IS FULLY SPRINKLERED BUILDING AREA MODIFICATION CALC. PER OSSC 506 zLLi Aa = (At + (At x Is)) At L. 12,000 SF IS = 200% //�'� 36,000 SF t (12,000SF + (12,000 SF x 200%)) 0— i SCI-IEM,4TIC SITE ANDk3UILDINCx PLAN MIXED USE AND NON-SEPARATED OCCUPANCIES - TYPE 111-B CONSTRUCTION _.1 AI I' = 30' Fl ALLOWABLE W/ SPRINKLERS • 36,000 SF W 36,000 SF ALLOWABLE IS GREATER THAN 11,530 SF ACTUAL > z NON-SEPARATED USES ARE ALLOWABLE LU g d- N PROPOSED OCCUPANCY SUITE 120 Q rn OCCUPANCY - PER CHPT. 3 AND TABLE 1004.12 ,( ) IX 0) • I t r USE SIZE LOAD FACTOR OCCUPANT LOAD t/ / O O FABRICATION AREAS 4,400 SF - 100 • 44 OCCUPANTS o EXIST. LIGHTED EXIT SIGN) U 3 O W/ BACK-UP LIGHTING OFFICE AREAS 1,222 SF _ 100 - 13 0 to C EXIST. 3'Xl' METAL DOOR TOTAL 5,622 SF 51 OCCUPANTS 0 Q SPECIAL INSPECTION REQUIRED WI LEVERED HANDLE.In State of Oregon Structural Specialty Code PROCESSING AREA 0 Concrete and Reinforcing Steel PROPOSED HAZARDOUS CHEMICALS IN SUITE 120 Bolts Installed u;Concrete BUTANE ❑ sr_:c:aIMoment-ResistingCnnr... ^Cera OFFICE COPY PROCESS DEVELOPMENT LASS 200 POUNDS ENTHANOL 5 GALLONS 4,2e0 SF - 43 OCCUPANTS El Rl gntoroing Stec & rrestr�as:ng uteel 1'enoons (THIS SPACE FORMERLY HOUSED A COMPANY [3 Stnectur .,t +luny THAT ASSEMBLED FOOD CARTS) rj High-Strenah: rating STORAGE AREA < ZZ Q , 0 Structural Ma .Amy Cl ReinforceeuypsumConcrete SNIPPING AND RECEIVING a O- D Li D . El Insuiatic Coeerete Fib al ❑ Spray ApNledF.re-Resisti,eMaterials EXIST. LIGHTED EXIT SIGN N O i E:1 Pilings, Drilled Piers and Caissons WI BACK-UP LIGHTING U O ❑ Shotcrete EXIST. 3'Xl' METAL DOOR F" P WI LEVERED HANDLE. 0 Q 1- 0 Special Grading,Excavation and FillingZ N P ng. s ❑ Smoke-Control Systems W < W _J t- U W O CI Other Inspections I — C1 6. C.,4:6_.' CITY O TIGARD Jir 3f V) I- Z REVIEWED FOR CODE COMPLIANCE ENTR ' l e JOB No. Approved: -"Ni . elos l •-lall:g DOCK ' o OFFICE OFFICE 000016 OTC: [ l (COVERED) — Permit#: rpascasaiSSIcailia OFFICE l c H.0 DRAWN CHECKED Address: 7 ZSO S w l.c.n d.M:.,. !l L.- WC E E W.G Suite #: 4.0DMS _ By: Dates `C- ,t- Ly, DATE 4-17-1 8 REVISIONS OFFICE COPY 2 FLOOR PLAN Al I/8' = 1'-0' SHEET A 101: 1 - , ( NN \\ B - 1 LANDMARK BUILDING 7350 SW Landmark Lane , Tigard OR 97224 OCCUPANCY ALLOCATION APRIL 2018 EP Oftl•IMIIYI [:as. ar1 {11 SUITE 100 CREATIVE HOME REMODELING CABINET WOODWORKING SUITE 120 F1 OCCUPANCY PROCESS DEVELOPMENT LABS 2,740 SF TOTAL MARIJUANA EXTRACTION F1 OCCUPANCY 5, 622 SF TOTAL 340 sq. ft. (shared dock) SUITE 110 CORBA, INC. MARIJUANA EXTRACTION Fl OCCUPANCY 2, 828 SF TOTAL mint:6;71 24' Round Exhort Duet 111 111 Motorized Louver Motorized Louver SCALE SHF 170 ROC - SS DFV - LOPVH \ CABS VARUA \ A - XTRAC 1 0 \ � 1 OCCDA \ CV 5 , 622 Si- TOIAL 3 /10 sc . ft . C sncrcd COCK ) WOMIlbwrifteedsVOWSAUMMIllsk i N., B - 1 LANDMARK BUILDING • ' 7350 SW Landmark Lane, Tigard OR 97224 ---, , \ . . ': OCCUPANCY ALLOCATIONii:i:iisi:i:,:::.:K:i.:K.:i:i::]: :K:ii'ex. : ' ' ❑ f APRIL 2018 PROJECT ADDRESS: BUILDING INFORMATION ° al n II t. 7350 SW LANDMARK LANE n a TIGARD OREGON 97224 -aN '° GI o �, "�' ti N ..\,...----- SUBJECT 41 W x - TENANT AREA BUILDING CODE SUMMARY0. W u ALL WORK IS DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE ° Q OREGON STRUCTURAL SPECIALTY CODE (OSSC) 2104 EDIT10N z 3 SUITE 100 - 4 PROJECT SUMMARY: N` CHANGE OF TENANT FROM PREVIOUS TENANT THAT ASSEMBLED FOOD N4 CREATIVE HOME REMODELINJ CARTS (F1 OCCUPANCY) TO NEW TENANT THAT PROCESSES (EXTRACTS) CABINET WOODWORKING SUITE 120 MARIJUANA (F1 OCCUPANCY). • F1 OCCUPANCY PROCESS DEVELOPMENT LABS CONSTRUCTION TYPE: V-8 - FULLY SPRINKLERED 2,740 SF TOTAL MARIJUANA EXTRACTION I BUILDING SIZE: F1 OCCUPANCY GROUND (ONLY) FLOOR: 11,530 SF GROSS - F1 OCCUPANCIES (T) 5,622 SF TOTAL ALLOWABLE BUILDING HEIGHTS AND AREAS: CO CONSTRUCTION TYPE: V-B < OCCUPANCY GROUPS (PRIMARY): Ft 340 sq. ft. OCCUPANCY GROUPS (ACCESSORY LESS THAN 10X): B AND Si (shored dock) Fl BASE ALLOWABLE: 12,000 SF ALLOWABLE INCREASES FOR SPRINKLERS: 200% F1 ALLOWABLE W/ SPRINKLERS: 36,000 SF z N. / BUILDING WORKS AS F1 PROVIDED IT IS FULLY SPRINKLERED LLJ SUITE 110 BUILDING AREA MODIFICATION CALC. PER OSSC 506 CORBA, INC. Aa @ (At (At x Is)) MARIJUANA EXTRACTION Is = 200% F1 OCCUPANCY 36,000 SF = (12,000SF + (12,000 SF x 200X)) 2,828 SF TOTAL MIXED USE AND NON-SEPARATED OCCUPANCIES - TYPE III-B CONSTRUCTION W F1 ALLOWABLE W/ SPRINKLERS = 36,000 SF > w 36,000 SF ALLOWABLE IS GREATER 111AN 11,530 SF ACTUAL LLJ J N NON-SEPARATED USES ARE ALLOWABLE J PROPOSED OCCUPANCY SUITE 120 (l) ir OCCUPANCY - PER CHPT. 3 AND TABLE 1004.1.2 C 00 L_ ' 5 OCCUPANT LOAD LJ0 �---�-------:aanzad..1 um. FABRICATION AREAS 4,400 i- 100 N OFFICE AREAS 47OCCINTS s 0 = 1,222 in Q „? TOTAL SF 5,822 SF N F PROPOSED HAZARDOUS CHEMICALS IN SUITE 120 BUTANE = 200 POUNDS ENTHANOL = 5 GALLONS >- Z IX ) / , Q Z Q _IQm (3 --1C° 0 Q F— NN ti :EZ00 = z '- � Uw0 v=i U) I— Z JOB No. 000016 DRAWN 1 SC - iVATC SITE A \ D 3 ,, LID \ G PLA \ DMS CHECKED DATE 4- 17- 18 REVISIONS SHEET A1OF1 A I B I C I D I E BOOTH EQUIPMENT 0 NOTES: SPECIFICATIONS G a 1. BOOTH IS FABRICATED FROM UNPAINTED 18 EXHAUST FAN o.Q d ` GAGE GALVANIZED SHEET STEEL; PRE-PUNCHED s c X o E • AND COMPANION FLANGED FOR BOLT TOGETHER PART # FAN 24VP 020T3T Z -E 2 V p S ASSEMBLY. la CFM DIAMETER 7,500 Z o o `T `Ra.A' i2' 2. V 3 � " T, R 3 2. BOOTH'S SUPPORT STRUCTURE IS FABRICATED .-- STATIC PRESSURE 3/8" a . a CLEAR DEPTH Q i39 b �, ! FROM PRE-PUNCHED 12 GAGE GALVANIZED. HORSEPOWER 2 H C o. a s VOLTAGE 208/230/460 hm . A ° "0 PHASE 3 .� o 3. THE EXHAUST DUCT STACK SUPPORT IS NOT THE = 0 n° '2 a " RESPONSIBILITY OF GLOBAL FINISHING. (DESIGN AND I - _ ,._. _ ,, C N § s u o $ o MATERIAL SUPPLIED BY OTHERS) Q �= n E �' Pj ENCLOSURE TEFL I t QUANTITY 1 • a o,e g r 4. WALL SHUTTER, IF APPLICABLE, DOES NOT MEET _ LIG-ITS i� '� •E ` ` 8 NFPA CODE. DISCHARGE PAINT MUST BE 6' FROM i _ b 8 { t 11 I PART # LABW12-4 +r/ u , EXTERIOR WALL OR ROOF. I I cr) j SIZE 48" rZ t ; d v sang 5. INCLUDED, BUT NOT SHOWN: ) Q VI :1,8! n Y $ c1 ITUBES (INCL. 4E"""jQ ' x a(1)Y" SOLENOID VALVE € TYPE FLUORESCENT = .0 P$1 a (1) CONTROL PACKAGE il. , s I VOLTAGE 120/277 fog W m re v o " E 5 Ii b .. c .. € 9 11 I } RATING CLASS 1 DIV. 2 Z >- h yy Q 3cCO 1 1 tI ACCESS INSIDE H Q 00 o g Um i[7 'fib n4. it :1J € I l QUANTITY 4 3 h sre Psi „"its;- � EXHAUST FILTERS rco E� -- 3 L i PART # 216-125 a ,, $ S to E SIZE 24" x20" x2" m "I o CO wg $E o� R 1 9 QUANTITY 18Q: rliCti N S —; igial;21; B " ii V 1 ! oP E E g o 11 s a E 1 t ' I ii I i ti )0s11 I PLAN VIEW ck- BOOTH IS DESIGNED FOR 0 VAPOR REMOVAL ONLY & NOT >. Note: Exhaust Termination Point. Per the International Fire Code, the termination point for exhaust ducts discharging to the atmosphere shall not be less than the following distances: TO B E USED FOR LIMITED I 11 A IT E D 1. 30 feet (9144 mm) from the lot line; v u L FOR 1 I V I 1 Q 2. 10 feet(3048 mm) from openings into the building; FINISHING . 3. 6 feet(1829 mm) from exterior walls and roofs; 0 W 4. 30 feet (9144 mm) from combustible walls or openings into the building that are in the direction of the exhaust discharge; o 5. 10 feet (3048 mm) above adjoining grade. c DUCTWORK & DUCT Ili a SUPPORTS a NOT SUPPLIED BY GFS CUSTOMER TO VERIFY SIZE & LOCATION OF WALL "' EXHAUST 1 6I-2" 6 .2 0 a LU o ' IV {,._,..._._._, _.�_ < ,__.__-____..._.._ FAN SUPPORT I WINDOW OPENING I . _ ; g r D (CUSTOMER TO VERIFY Ii `i j m fil yyy CRADLE , 5 I _ . z. 3 D t1F y .s�.eTR^..._A/.-., -0f5t (.A ,c--b .. .. . J ti ti 11 1 „ ----u m g EI lj x e x 7 E �i _L� IIS t , Ja f' ii' ' r F N 1 (E It __ h it 4 k Is G i V= r _ ( i I D. r Cl a n i tF 6 1 nil 3 X 111 r"-- 11' I Tril Ri P j I I cr) z I II in 5 W 1 1 . 4 . 7 I# [.._ f j - I i E""" J I 5 r in 3 t O Z /\ it I ( 1 it C7 til { rr z ., F__ p 4 in i H 1 11 =LU S ^' fSz 61 $ , cc y K t • aay I 0: 0 r.I 6. c r' t €" s l F 8 h • rt q til w co �F ... - J • Ww.n.sAQwA....✓Jws. rvr uP.wNJYv.#N..��Sr.._..ns�.i...i✓.S.v+.�...el.. 4.n�..+L. [Li—...2.--1--- q; V m1vwLv'-+Pk-...t`r � ..n .' .�p6f..>.. N"e'mWZ 4`{ o+�i m ®. ___.+.._ , ate..,,, .�uC... /n �\ i_. I° �12•-0 a'-0" 2' 0" BACK ELEVATION z _� u9 cn 1° WO i G-wWis H A I g ia-1-A-VC Tim-Z.-- / WORKING DEPTH • EXHAUST w Z b LU t ti+ CHAMBER & _ z Q U 12'-4'• 10' 2" 2'-6" Lij CLEAR WIDTH {�E-OO r7 T keA7 to o 11'( 8" bi'62fb 0 .-1 N O oce & OVERALL BOOTH DEPTH MIN. o 2 )- • '` V Q t1 FRONT ELEVATION SIDE ELEVATION SUBMITTAL SET REVISION ORDER / SERIAL NUMBER U68911-A-R01 SHEET 1 of 4 A 1 B 1 C I D 1 E - o INSPECTED AND SKID ITEM QTY PART NUMBER DESCRIPTION MATERIAL o f e a 11 M o NOTE: INVENTORIED ov. 300 1 1 CA-BAYO1 BAY ASSEMBLY, 12' W x 9 H x 8' D '= q 0 M 04 " 1. USE 05/16" x 3/4" BOLTS &NUTS FOR ALL PACKED BY: r .. 1. ...,e E 2 1 CA-ECHO' EXHAUST CHAMBER, 12' W x 9' H, 24" DIA � " e n ' PANEL AND TIE ANGLE CONNECTIONS. I QUANTITY PER BOOTH: 1 100 3 1 CS-FS1 FAN SUPPORT STAND .E `" a ° � B : E BOOTHS REQUIRED: 1 10 4 1 FAN-24VP-020T3T FAN, 24" DTA, VP 2HP TEFC 3PH TV - z E o M 2 a TOTAL QUAN 111 Y: 1 4. s 300 5 2 FCJG8-0720 FIRE CURTAIN, 72 18 GA 0 =1111111 ,� Cs) l MSEE 1 nce .a ' 1- � W 0 � 6B�f4; o C C; wtv 1-1 0 < � Ea.5o ;: < < wuc 4olioopo.- a., Y :31:15:11:.::::::1:-;Z >" ^J Q r W\ = : a E « e w .: v o .fi I- « or � 8wa , %ts< O in LU .4 O O « Q ZErC , h lYV V ENNCAD „ oa <S)„,_ �, ow i mFmEEwya r/ -•%. ._ p )HStl3a Niiii i ikiiiii N 1/y /e.07,000000.00,0711INIII .NNA 4, ,..."---/�' �a z i • o D • 4 0 • . I 4"411-tits7r 441 14IL 10 <44110,,,,P. • • O • • 11.1111. 44 1100, 4 I . riiii41114--, , • O I A'Ail%L I 4 4 , < 1 ....,‘....-- .4 „ . ...._ ...3/44. ...... M LI i AOCV r st:„.. . . ....,.. .. ...-- , se . , .,_ ......:...., ,.., . :,42 . . ............: , „....t. ... --- ......"--- ...---- -A .. sr • 00,77" Et • FRONT VIEW , � -II�TI �C i ��....1 i N t en o o Li —NI •� i ' - ,, '-a LI-I m 1.:NS.: :117S/t 4%-1%4. 11.4.‘ /� C `� .,. p m v) F- (4) - .,- LU c1 z o C] c= 0 ($513/4) e gr AC *.%* M W 6 .e....,s , --- Q Lij ce BACK p r�-s a v Q BACK VIEWVIESUBMITTAL SET REVISION 1 ORDER/ SERIAL NUMBER 068911-A-R01 SHEET 2 ... of 4 M 5 A I B C I D E �.. 4 INSPECTED AND SKID ITEM QTY PART NUMBER DESCRIPTION MATERIAL c ' r NOTE: � B R � , INVENTORIED BY; 300 6 1 CP C01 PANEL, 13.063 in x 60.750 in 18 GA a t o w G 1. USE 415/16" x 3/4" BOLTS & NUTS FOR ALL Q p ; is.2 TIE ANGLE AND PANEL CONNECTIONS. 300 7 1 CP-0O2 PANEL, 13.063 in x 60.750 in 18 GA '� .. a 1 PACKED BY: = 2 E w 2, USE ONE 05/16" x 1/2" BOLT & NUT EVERY 6 INCHES E E o FOR FILTER RACK TO FILTER RACK CONNECTIONS. QUAN 11 l Y PER BOOTH: 1 301 8 1 CP-D01 PANEL FAN, 48.000 in x 48.000 in 14 GA ii R LL t ; ' A yu $ u E 3. USE ONE 05/16" x 3/4" BOLT & NUT EVERY 6 INCHES BOOTHS REQUIRED: 1 300 9 1 CP-U01 PANEL, 27.250 in x 61.813 in 18 GA a S g = a a FOR FILTER RACK TO PANEL CONNECTIONS WITH THE TOTAL QUANTITY: 1 Z U l - u BOLT HEAD ON THE INSIDE OF THE FILTER CELL. 300 10 1 CP-UO2 PANEL, 27.250 in x 85.813 in 18 GA 0 • • -; 8 M 4. PLACE FRONT OF FILTER RACK BRACE BETWEEN H C o s x " o'g 300 11 2 FLC8-0720 FLOOR CHANNEL 72 18 GA ,.. • i FILTER RACKS AND BOLT IN PLACE USING 2 o f r a i 05/16"x 1/2" BOLT & NUT. ' 302 12 6 FRAG8 EZ2 20061 FILTER RACK, EZ CLEAN, 20.25 x.b0.75 x 2 .= `in c S a g D 5. FIELD DRILL (2) 03/8 HOLES THRU BACK WALL OF 300 13 1 FRBG8-24 FILTER RACK BRACE, 24 18 GA ..� C "I a r I CHAMBER FOR EACH FILTER RACK BRACE AND0 _ e . rs USE 05/16" x 3/4" BOLTS & NUTS TO SECURE .." 1-... .22:t BRACE TO BACK WALL OF CHAMBER . *0 E '6112544 300 14 1 PG8DS-24048 PANEL 24 x 48 18 GA (11 63C. K 8 -E 3` 6. USE 01/4" x 1 1/4" NAIL DRIVE ANCHORS TO SECURE 300 15 2 PG8HS-24048 PANEL, 24 x 47.625 18 GA 1 PANELS TO FLOOR. (BY OTHERS) Z m c x . 300 16 2 PG8HS-24060 PANEL, 24 x 59,625 18 GA a v c t „ Hca t. >r.. oa 300 17 6 PGBHS-24108 PANEL, 24 x 107,625 18 GA =r�+� Q V1 8 2 5 = i t c R 0 a tit 300 18 1 PG8LS-22074LN53 PANEL, 21,813 x 73.813 18 GA M ed V. s .= Ga 300 19 1 PG8LS-22074RN53 PANEL, 21.813 x 73.813 18 GA � :�' ^ a g z �", a Ls,,,, X19 V S 300 20 6 TG4-0240 TIE ANGLE, 2 x 2 x 24 14 GA 1 3 In en 2 Q R E :.41 u R � � � 300 21 3 TG4-0480 TIE ANGLE, 2 x 2 x 48 14 GA ,,,� O �Mr QQ ,c . g E ` g p t — 300 22 4 TG4-0720 TIE ANGLE, 2 x 2 x 72 14 GA m Z rl . O� •-S a F a - -5 300 23 2 TG4-1080 TIE ANGLE 2 x 2 x 108 14 GA 0( ^ N O z .. , u E y ' (O��j en W � o �� M d� � e it-4%i. j •a� i 10 CO Vim,. ` Y L C w+ w it autso5P. aco y \� I 11 ��a ��� !� s. 1% . -..... r 120 41) cc `% N. ...%.....1/21°....N.� 20 . '� N410000, \\ W g � � 16 'S..% \ 4. 18 \ .\ I Asp. b- I !�. 19 ! 1 • �j •e M �, w ��` P 4014 tea. moi! + ,e\\�. ,� lb � < .1.40099°." 49 4111111 • . 4.0, 4%., A`b,,,, •S.. %siscH44 I . N. w TV r • . N. `�\ti r < W _. AI IN 4 ei - " 4.0. - b, ca o 2 tin zz €Ti$ cI . 5 EN liV I ` .. • W O U = f1 m M o Z w Eu `J1 Luz q Leif sis#'+ t !t Q a, x ¢ 2to SUBMITTAL SET REVISION ORDER/ SERIAL NUMBER 068911-A-R01 SHEET 3 of 4 ' / A I B I C I D Er INSPECTED AND SKID ITEM QTY PART NUMBER DESCRIPTION MATERIAL o 'o a c e' v NOTE: � � � x 1. WORK DEPTH IS FABRICATED FROM 18 GAGE GALVANIZED SHEET STEEL INVENTORIED BY: 300 17 2 PG8HS-24108 PANEL, 24 x 107.625 18 GA ' S C A s ► M STRUCTURAL COMPONENTS ARE FABRICATED FROM 10 AND 12 GAGE - 300 22 2 TG4 0720 TIE ANGLE, 2 x 2 x 72 19 GA Bk.! ` a" PACKED BY: ffn o u GALVANIZED SHEET STEEL; ALL ARE PRE PUNCHED AND COMPANION FIELD DRILL _ s E , , 1. FLANGED FOR BOLT TOGETHER ASSEMBLY. QUANTITY PER BOOTH: 1 300 24 4 PG8HL-36096 PANEL LIGHT, 36 x 95.625 18 GA 4. ± C , u 2. USE 01/2"xl" BOLTS & NUTS FOR PLATE TO FRAME MEMBER CONNECTIONS. BOOTHS REQUIRED: 1E n 8 t Y u E Q 300 25 4 PG8HS-36108 PANEL, 36 x 107.625 18 GA a S u ` M 3. USE 0S/16"x3/4" BOLTS & NUTS FOR TIE ANGLE TO FRAME " TOTAL QUANTITY: 1 - Z U ` ° " a MEMBER CONNECTIONS. 300 26 1 SG10-SP-06030 SPLICE PLATE S 1/2x30 10 GA Q O1 , u -• 4. FRAME BRACE MUST BE LOCATED WITHIN THREE FEET OF THE CENTER 1.4 C a 300 27 2 SG12-CB-1010 CORNER BRACE, 9 1/2x9 1/2 12 GA - - OF BOOTH, BETWEEN PANEL FLANGES. FIELD DRILL (1) 03/8"HOLE....:- _ I... .= a Y 'F � a THRU TOP STRUCTURAL MEMBERS AND USE 05/16"xl" BOLT &NUT TO11‘ iA O ' " ; f SECURE FRAME BRACE TO STRUCTURE. �' ` 3 ' 300 29 1 SG12-FMU-10074R FRAME EMBER, LEFT, 10 x 74 12 GA J ,C D 11 300 28 1 SG12 FMU 20074E FRAME M ri 5. USE 01/4"x1-1/4" NAIL DRIVE ANCHORS TO SECURE WORK DEPTH / MEMBER, RIGHT, 10 x 74 12 GA •_ x ,. 21 = TO FLOOR. (BY OTHERS.) j/ * 300 30 1 SG18-F8U-15 FRAME BRACE 18 GA V) 6. INCLUDED BUT NOT SHOWN: / �* .O E a 40 'a b 0 x .moi 8 •- u $ v o u .. v o r �� �+� 300 31 6 TG4-0960 TIE ANGLE, 2 x 2 x 96 14 GA C c g // 7'> •'�� FRAME BRACE DETAIL Z £ " y j/j 24 /,r/ ��� L�L7 FRAME BRACE MUST BE PLACED M . :..�o o „ 00 BETWEEN PANEL FLANGES WITHIN Z 'a = � a n 8 = C 4. piii �/ /y� .2 u 8 o e p d // ��// THREE FEET OF BAY CENTER (,n 0 '�/), _ t / / r f .� r r Z C a V p ,p .07_,....7 �// '//j �� ^en .. w = o .Tn t7 i CC Owl ; • -%„1/44,.. ...• O illhlill 7 a .%,..%4t „.„.4„,,,, -4. z co la fig r, .. ,...g , 7 .7 7 7 ,i.z.i.,.... 7 4.... co rii (5,44-W I- t f4 rutlt.„ t; z' :::),.. amImi 6 0s / ••••• � � � 28 s ,� � � / 1% +,. � j 00 ii, t..,# z sr ci ct es 70- 74- _0* &;. . . 7•••• Ei s' z r0f, a � tt � �� • 4 LU eI 111* • }} .• . CJ <4.--.N...%...........\. . y . . . se>,..7, • M �r ` oma fjb+ ' ,� a alet �'f 'eerie,* 1 o`er �, �� �`' ,2 , 7, 0 ..-A 7 fr i Lo , I o a, N Lu m X m th z I 1 . - 1 ri QC3 oi o I Z w >t ct y ��'' CO © ....Ili ti-) �� Et m Q ce W Q o V �,�, oeie Q c� co.t- --; ~z ¢ a. �� SUBMITTAL SET REVISION V. .-t ORDER/ SERIAL NUMBER 068911-A-R01 SHEET 4 of 4