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7204 SW DURHAM ROAD BLDG 190-1 + i i t 1 LL I..►.i N F-- 0 C14 QESS PAC r UU) „ co TRUST BUS11 141 O N „ C (A 0M "-.C M ER V) '_ O Q OQ L0 CnX C ►�) Q O L9 .HAS V1 � raU1 DINGS 18618718818 0 m Q i f— MV)Fjo L7 C urnU�i \ t U LLJ a- u 0 CV N 0m L. Q) 0O W In U N U m C U ra ° c Q rn't O QOCLa. � c) [J DRAWING INDEX w CF) 03 — Q VIL DRAWINGS - PROJECT #295026 , SD SI T E PLAN ptiPSP 000 (010 r T- r -- - --- �.- I �_ -- - _ SD2 GRADING PLAN �.� SD3 UTILITY PLAN �G�G��\ O�, w LI SD4 EROSION CONTROL [Qj C : SD5 SITE DETAILS te' t' �� Z t I �__ -- - - - --- --7T Li LANDSCAPE PLAN BUILDING 186 - PROJEC r X1295186 � 00 � ^ r-- GSN-1 GENERAL STRU TURAL NOTES co Al FLOOR/R00 'NDAIION PLAN A2 ELEVATI �ANEL REINFORCING 0 A3 WAL TIONS ~- 0 BUILDINGS #186, 187 -I- i88 A r- 4 L LS V} A5 PMTAILS 4 AF, DETAILS V BUlL.L fi_l@Z - PROJECT X1295187 F-- 0 GSN-1 GENERAL STRUCTURAL NOTES U ci 4 Al FL OOR/ROOF/FOUNDAIION PLAN A2 ELEVATIONS & PANEL REINFORCING a- m A3 WALL SECTIONS A4 DETAILS A5 DETAILS A6 DETAILS @UILDING 1$� - PROJLC r #295188 GSN-i GENERAL STRU,,��TUBAL NOTES Al FLOOR/POO j; NDA TION PLAN A2 ELEVATI(ay.S``�r PANEL REINFORCING -o - A4 WALL IONS y-- — i. A5 'fiiLTA-LS A6 11;N DFTAILS LIJ ME __ PROJECT 0295189 WE: -- 4 "+ -"- -• GSN-1 GENERAL S7R 'f�TURAL NOTES 01)I W_m FLOOR/RUOROl/NDA TION PLAN } A2. EL-EVA��T� 4 do PANEL REINFORCING A3 WAI_ C71'ONS �- A4ELS L.L. i A5 TAILS >. i BUILDINGS #189 rt— 190 A6 DETAILS 0BUILDING 19Q - PROJECT #295190 CSN-1 GG'NERAL STR TURAL NOTES Al FLOOR/RO OUNDATION PLAN A2 ELEVA& & PANEL REINFORCING A3 WA TIONS A5 TAILS A6 IZN DETAILS I SYMBOLS AND REFERENCES INFORMATION SECTION/ )\ BUILDING SECTION KEY )HARKS A ` -- OWNER: PACTRUST PROPERTIES A2 SHEET CONTACT: DICK KRIPPAEHNE, KEN GRIMES 15115 SW SE0110iA PKWY SUITE200 TO MMM Mp CATE.;ORY DATE: - � � 71GARO, OREGON 5-15-95 (503) 624-6300 WALL SECTION KEY MARKS 2 DRAWN F3 Y: SHEET ^_ ARCHITECT: MACKENZIE SAITO do ASSOCIATES, P.C. pMM (BLDG SHELL) CONTACT: DENNIS WOODS j - -- - tz) i! CATEGOhY0690 SIN 13ANCROFT f r PORTLAND, OREGON 9720E KED (3Y: 0039 nRW n ATE .w, , fl C�-CION `PACM DETAIL/ — (503) 224-9570 REVISION - - EDITION 1 p DETAIL REFERENCE MARKS i2 SHEEN CIVIL AND MACKENZIE ENGINEERING, INC. j s t5 CLOSING ATl _ lC +� STRUCTURAL 0690 SW BANCROFT STREET DATE: CATEGORY ENGINEERS: PORTLAND, OREGON 97201-0039 (503) 224-9560S 09 r7- STRUCTURAL CONTACT: TIM SCHWEITZER' �. SITE CIVIL CONTACT: KARL KOROCH KEYNOTE BUBBLE A V�RL.LVV/ff� H11 f�PACTRUIST CITY O.. TI13ARD PARC■ CnndltIo allY Approved.......................... ........... . CENTER l ................... For e�lv the tk � o3c•Ibe In: PERK;11 Nn. �--��'' TO rec+ u PANEL NUMBER a See lcu r t0'FC+OW . I. Job Ad Z71 V-P(J` J W �NY/'A FOOTING NUMBER 0A `'J VICINITY MAP ----- ��-.-- - f G SHEET �+ _ o � � ► G � S Cm v U 3 U( 1 vi P'Md,720- aino JOB N0. , - ._. 295186— .. REVISED PERMIT SET 8/10/95 295190 c" 295187 II' (Ilk notice appears tearer Ih:m the docunu'nl, the document is of nlarl!inal ft-ft ft, n�nll ri't�lr�t thtl ` �"-• r`�t��il�t�tlml�mhrn mlinnhiuhnl mliml uriimlhnlhnl nn1111!hmhnl�nuf nmunlumnnhlri .....................................................-t � _ : �h 30 xt w r� .. - ,t oe 01 ; 1 , ol STM i �r 1 _ SITE DATA �, ----. ' 1, 12 -NIM i 5fj S7 t I 1 -` - - — Lij 1 4 E;. �./ \ SITE AREA - 513,700S.F. � IIL� ��''��1 i 'I f � ' S �•`. 1 I i � ,• r � � .��. •.LLQ: � .�� i i iii � i i iii `•-.. r BLDG AREA -_ � #186 52,500 S.F. (6 P p 33' IT 115 g ' I ITI 1 P •r g it S yq ' 11 1 1 / // \ #187 25,000 S.F. Cl' M b0 N 3 I 0 bo 04 0) I j �► 1 ^* I k188 27,500 S.F. U 0 ca o � a, - 8 � � i I co `� a 2 4 10 J 3 `J �a' ,,, ,._ #189 43,435 S.F. Z � K co � 3 SP 33 a - v N SP s33 o m -. 9 \ X190 31,565 S.F. C) M -1 G 89.0' v--- 45.0' - - .Q TOTAL = 180,000 S.F. ? - r. B OVERAGE 3 W r3►• m ;t c to d ! I 13 13 13 13 6 I LANDSCAPE AREA = X LAJZ m 10 O • } ! 45.0' 16' VARIES / . 1 -- I ZONE: !P - � •L I CD � �oo -- fn I i 24' MIN. / 6r}. ,. �.. Slw, l --- BL DO (PTR #'N) � \ �(J \ ' � I_iJ • o o� rn i R�� X00 SF w o o y� ( ISI V°Q �N -� 51 SPACES / / T S \ `� '�� I L-j I 1 0.935/1,000 SF 10' 16� Z ' 1 11 3 F F.=158.50 � O 0 0 4 SP I 5 QPARKING ' m t o° a o vo cL13 (Al.l_ SPACES ARE 9' x 16') c ------ ----------- - e a I REQUIRED = 346 ,�. -t PROVIDED: 6) - M F.H!I _II L ,� 6 1 q STANDARL = 362 Q' Y -- F.D.C. +9' / / HANDiCAP REMOVE EXISTING 12' 14' 2`6, __�j FENCE TYPICAL 1 j u*i _ _ 181 _ -- -- -_ _-_ -- / /� I OTAL s 378 .,. �-- . B le0' 16 a7' / � '° 13 -,. C f w Z a 1 _ 113' 14'.1 103' _ 11 F.H. ,f 10 / 12 ! '� -- 18 0, _ 9 11 / / '� g 1 5 CL 45.0' 54.9' a o _I in 6 F.D.C... 4' / af --- - N ♦ C4 J'w - -- - = �s 6 6 N E 6 W 0 7) ► LEGEND 70.0' w n • I 27' L . �-DQ 1V 17) 10' 16'� �,� `; 100' „ '7 ,� 11 ® r,ATCH BASIN SEE DETAIL - Q Q 28.0' 1 s' 26' 2 �.. 13 - _� �5,00o SF .5 /PACES. -_- r3l ► '� LP SQUARE LIGHT POLE 20' HT. W/ --- F.r f i 1,52 1,000 SF �~ `-J/ It ® SHOE BOX STYLE FIXTURE F.F.-164.00 BDQ fl35 �A ) 5g 51J' 25' �� ^ i �N YARD LIGHT J 13 13 13 t0 97 s } # SHOE BOX STYLE 2.223/11,,000000 SF 8 • . . ._ F.F.=16500 L . .� ► � ,j"I ON GRADE OVERHEAD DOOR 1 `n I - 64 A Z DOCK DOUR I F 3 ,i i I . �.; ` __ ( v" FIRE HYDRANT u 4 �42 3 S 53 (�6 �P 6 8 0 1 �� , . P (P-M #'190) �►— (n REMOVE EXIST � 1 �- (v) 8 �J '�' ® 9 IE�DG31,'.165 SF � � C9 FIRE DEPARTMENT CONNECTION FENCE TYPICAL G 1 �_ rp� C4) L>12' ► 118 SPACES 8 — 4.226/1,000 SF - 8 0! 6 5 EP t 3' 4 S 42' 6 60 16 ► F.F=170.00 �3J 14 ! 45.0. 15 v ♦ ♦ — F.l I. �f{� 13 ► 3 --• _�_�_7 r- 27' 601 40 0 21) M - -- 13 13 24' 13 13 r 33' R 1 1 BLIX�. O (PTA #'18$) � _- L1J ( [N FEET ) 1 27,500 5F" N - x16 8' F.D.C. ..] u I t inch 40 ft. 41 SPACES cO � --� r—` `1 D.0 ba _ 9 P - 1' 4 P - 8 "T* F.H. 1.367/1,000 SF <1 iB - L.J 1 L ��) , 0 �__ ~- F.F.-169.00 '81 17 3 C: N 45.0' U N -- ?I` `J I1z I 'p� 6 I � O P � O �`♦ - 5S - 10S 9 ' ' L 1105 - 9 t:1 ' 1 9 ' GENERAL NOTES REMOVE EXISTING Cyi POWER LINE AND POLES °f EXISTING SCALE ! A. ALL WORK SHALL. CONFORM TO THE REQUIREMENTS OF THE CITY OF' TIGARD, LINE AND °p AND TRAILER TIGARD WATER DISTRICT, UNIFIED SEWERAGE AGENCY, AND THE CURRENT EDITION COORDINATE WITH TO BE REMOVED OF THE�! "^ UNIFORM PLUMBING CODE AND UNIFORM BUILDING CODE. POWER COMPANY SITE PLAN �- REMOVE EXISTING ' ' ({, B. WATERLINE MATERIAL, TO WITHIN FIVE F-E T F I' FENCE AND GATE 1 E 0 BUILDING: FIRE LINES: DUCTILE IRON, TITAN JOINT, CONFORMING TO AWWA G--151, CLASS 52 t FEST: TEST AND STERILIZE AS REQUIRED BY TIGARD WATER QISTRICT AND �> I I UNIFORM PLUMBING CODE. C. SANITARY SEWER MATERIALS: bmeoN �� --- KEYNOTES � r 7 INTERIOR AND WITHIN 5' OF BUILDING: CAST IRON PIPE rFq �s OTHER AP�AS: PVC CONFORMING TO ASTM D-3034, 7`'C K�� i. NOTE: ALL ONSITE CURBS TO BE EXTRUDED CONCRETE. SEE DETAIL. 13/SD5 D. THE WORKING DRAWINGS ARE G EXPIRES:�6 30T9� 2. CONSTRUCT CITY OF TIGARD STANDARD CGNC. COMMERCIAL DRIVEWAY GENERALLY DIAGRAMMATIC. THEY DO NOT rfl - SHOW EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE. DATE: Iwo 3. STORM GRAIN INLET CATCH BASIN SEE DETAIL 1/SD5 �c SPACE PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT -•-•..• 1111 +_emX"r' `� ' i.,_ _�_i1 4. FOR ASPHALT PAVEMENT SECTION SEE GE.OENGINEERS' REPORT PIECE, SECTION, JOIN' OR FITTING REQUIRED TO COMPLETE THE PR 1111 I E OJECT. �� _~ �" `, 5. 12" WIDE WHITE CROSSWALK PAINT STRIPE: ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH DRAWN 6Y: 1" t 6. LANDSCAPE AREA SEE LANDSCAPE PLAN EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION, HR r EXISTING UNDERGROUND UTILITIES LA��'ING WITHIN T EXCAVATION � � `:;\ 7. 6" CONCRETE TRASH DUMPSTER PAD I IN HC LIMITS. l f ITS OF r _�__.__ SHAT L BE VERIFIED AS TO CONDITION, Sl7_E AND LOCATION BY UNCOVERING, CHECKED BY: 8. DISABLED PARKING STALL. SEE DETAILS 8/SD5 PROV,DING SUCH IS PERMITTED BY LOCAL PUGUC AUTHORITIES WITH RWB ?_) J __��+ JURISDICTION, BEFORE BEGINNING '" " Y• -�, �_ 9. METAL STAIR SEE DETAIL 2/A6 CONSTRUCTION, CONTRACTOR 10 NOTIFY -- _ j ENGINEER IF THERE MRE ANY DISCREPANCIES. REVISION FSI 10. 4 WHITE PAINT STRIPE TYPICAL ALL PARKING STALLS , J >4 � � E_01110N 11. SIDEWALK RAMP (M.AXIMUM SLOPE 1:12). SEE DETAIL 7/SD5 G PROVIDE CLEANOUTS AS REQUIRED IN THE CURRENT UNIFORM PLUMBING CODE CLOSING DATE: I 12. MATCH EXISTING SIDEWALK. CHAPTER 4, SECTION 406, AND CHAPTER 11, SECTION 1107.ra $ 13. 4" THICK BY 5' WIDE CONCRETE SIDEWALK SEE DETAIL 11/SD5 F. TERMINATE BUILDING FIRE SERVICE AT 5' FROM BUILDING, 1 k VICINITY �� ,� 14. 4" THICK BY 6' WIDE PUBLIC CONCRETE SIDEWALK SEE DETAIL 12/SD5 4� G. CONTRACTOR SHALL VERIFY AND CONF!RM EXISTING CONDITIONS PRIOR TO - - _-•-`________ , _ 15. FIELD INLET, SEE DETAIL 5/S05 COMMENCING WORK. NOTIFY ENGINEER OF DISCREPANCIES. T T H. EFFECTIVE EROSION CONTROL. IS REQUIRED. EROSION - )NTROL DEVICES MUST BE INSTALLED Ah:D MAINTAINED MELTING THE D.L.Q. REQUIREMENTS. THE CITY MAY, AT ANY TIME, ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. ^ '. EFFECTIVE DRAINAGE CONTROL. 15 REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECEIV114G SYSTEM ARE NOT ADVERSELY IMPACTED. THE CITY MAY, AT ANY TIME, ORDER CCRRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPI-ISH EFFECTIVE DRAINAGE CONTROL. rRt. J. EXISTING TOPOGRAPHIC INFORMATION IS FROM DAVID E.V.ANS do ASSOCIATES - ---- TOPOGRAPHIC SURVEY. S!1EF T K. PIPE OUTFALL INTO WATER QUALITY POND SHALL BE MITERED TO MATCH GROUND SLOPE. OUTFALL PROTECTION SHALL CONSIST OF A 10'x10'xl2" THICK RIPRAP BLANKET (CLASS 50) ON A 6" BED OF 2" -0" CRUSHED AGGREGATE. SD1 L. UTILITIES SHOWN TERMINATE 5' FROM BUILDING, SEE PLUM01NG/MECHANICAL DRAWINGS FOR CONTINUATION WITHIN BUILDING. CONFIRM LOCATIONS PRIOR TO CONSTRUCTION, 0! M. ALL DOWNSPOUTS SHOWN FROM THE BUILDING ARE CONNECTED TO THE STORM TOPOGRAPHIC SURVEY INFORMATION PROVIDED BY: MDRAIN PIPES BY 6" STORM LINES WITH 296 MINIMUM SLOPE, JOB NO.M DAVID EVANS AND ASSOCIATES 'SURVEY DATE: !DATUM ELEVATION: Ourhnm poad,7904 01e0l3up 95-OM ,�•„�,•„ - __ -- AS FILED FOR PERMIT 5/15/95 295026 If fhis notice anpcars clearer Ih;nl the document, Ilio document is of marginal qua'.g. EL ��r��',► t ! !I. t- ��4- � t,��1lI�:I�I,� r�lltllli+�� I�tltlt�rlt t1l�tlt'rltlt �Ii1i1tltli!! I - ," � :.�-��. '. ._. �i�l1�31�1! ` 111" � � t t►httt tfnN" llrinnll"tl11n 111111111 1111hm IF tnlfll1111111"Ill 11111mi111111mnnlnu►11111"1 "pit t�r,ihi IiFi 17rL1 "' l•YM61i4ida,itivNi 3 �— ...., _-� .:..�_.t r...:_... .i,{i:C.. - ..._:.t .. • 1. 1. •K 6 FOUNDAWN SITE CAST TILT UP CONCRETE WALL PANEL NOTES LIGHT GAGE STEEL FRAMING GENERAL STRUCTURAL NOTES THE SUBSURFACE INFORMATION AND FOUNDATION DESIGN ARE BASED ON A1. UN LESS NOTED OTHERWISE PANELS SHOWN ON DRAWINGS ARE TO BE IREPORT PREPARED BY �, CEU EN_GINL_Lh'S _ STEEI. TO BE: ---� i GEOIECLiNICAI.Ig I`�'� PRECAST ON SITE, TILT-UP CONCRETE WALL PANELS. c� CONSULTANTS, PRELIMINARY REPORT DATED MAf�'��L'_ THE CONTRACTOR SHALL PERFORM EXCAVATIONS, FOOTING CONSTRUCTION, AND PREPARATION OF 2. SFE GENERAL NOTES SECTIONS: "CONCRETE" AND "STRUCTURAL STEEL' FOR A. ASTM A-446 GRADED (Fy 50 KSI) FOR 16--GAGE AND HEAVIER. (/3 B. ASTM A-446 GRADE A (F y = 33 kS!) FOR 18-GAGE AND LIGHTER. 0) THE SUBGRADE UNDER THE SLAB ON GRADE IN ACCORDANCE WITH THE CONCRETE, REINFORCEMENT BARS, AND EMBEDDED PLATE SPECIFICATIONS. W RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL REPORT AND THE 1- o 00 N PROJECT SPECIFICATIONS. 2. ALL FABRICATION, ERECTION, AND IDENTIFICATION OF LIGHT-GAGE STEEL t j �c+��' p� 3. THE CENTERLINE OF SINGLE MAT STEEL SHALL. COINCIDE WITH THE FRAMING SHALL CONFORM TO U8G' STANDARD 27-9 AND AJSI SPECIFICATIONS. « °' x G° DE�7r�I V G."�TERIA CENTERLINE OF THE STRUCTURAL THICKNESS OF THE PANEL. PANELS WITH N _ 2. THE FOUNDATION FOR THE STRUCTURE HAS BEEN DESIGNED FOR AN 0 Q m M iWO LAYERS OF MAT STEEL SHALL HAVE A MAT 1-1/2" CLEAR ON THE OUTSIDE 3. PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT LIMITED 1-0, TRACKS, CLIPS, I. GOVERNING BUILDING (;ODE: 1991 UNIFORM BUILDING CODE, WITH ALLOWABLE SOIL-BEARING PRESSURE OF 15017 PSF. FACE AND 3/4" CLEAR ON THE INSIDE FACE. SEE PANEL ELEVATIONS FOR (n 4 o AMENDMENTS. WEB STIFFENERS, ANCHORS, FASTENING DEVICES AND OTHER ACCESSORIES Q o O 'n ADDITIONAL REINFORCEMENT REQUIREMENTS. „ 3. FOUNDATION CONDITIONS NOTED DURING CONSTRUCTION, WHICH DIFFER REQUIRED FOR A COMPLETE AND PROPER INSTALLATION. + a.x 2. GRAVITY LIVE LOADS: FROM THOSE DESCRIBED IN THE GEOTECHNICAL REPORT SHALL 8t REPORTED 4. PROVIDE 2-#5 CONTINUOUS AT THE TOP, T S i�• BOTTOM AND IDES OF EACH PANEL 4. STUDS TO BE BRACED WITH BRIDGING 1N ACCORDANCE WITH MANUFACTURER'S • o L`- TO THE STRUCTURAL ENGINEER AND/OR THE GEOTECHNICAL ENGINEER AND AT THE HEAD, JAMBS AND SILL OF EACH OPENING AND EACH FUTURE RECOMMENDATIONS. O m I • ROOF . . . . . . . . . . . . . . . . 25 PSF BEFORE- FURTHER CONSTRUCTION IS ATTEMPTED. KNOCK--OUT OPENING 1N THE PANEL. M L (SNOW BUILD-UP 1N ACCORDANCE WITH 1991 UBC APPENDIX CH 23) 5 N ,: METAL FRAMING CONNECTIONS ARE TO BE WELDED EXCEPT WHERE SELF- Q c :: 1, I 4. CONTRACTOR WILL PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM EITHER 5. THE GENERAL CONTRACTOR SHALL REVIEW AND VERIFY ALL PANEL DRILLING E'D C ° SURFACE, GROUND, OR SEEPAGE WATER. SCREWS HAVE BEEN SPECIFIED. _v u 3. SEISMIC DIMENSIONS, OPENINGS, BEAM AND JOIST POCKET LOCATIONS, WELD PLATE LLJ a. c: ON LOCATIONS AND REPORT ANY DISCREPANCIES TO THE STRUCTURAL ENGINEER 6. WELDS SHALL CONFORM TO AWS SPEC[FICA(IONS. WELDERS SHALL BE N • ki m� 5. ALL ABANDONED FOOTINGS, UTILITIES, ETC., THAT INTERFERE WITH NEW PRIOR 10 CASTING PANELS. CERTIFIED FOR LIGHT-GAGE STEEL UNDER AWS SPECIFICATIONS. SEISMIC ZONE 3 CONSTRUCTION SHALL BE REMOVED. Z 3 IMPORTANCE FACTOR 1. . . . 1.000 L,J 3 En BUILDING TYPE Rw 6 6. EXTERNAL EXPOSED EDGES OF PANELS SHALL BE CHAMFERED, ALL INSIDE EDGES TO 7. DESIGNATED COLD iORMED SHAPES SHALL BE BY APPROVED EQUIVALENT, ANGELES METAL SYSTEM OR U m � o 6. SITE PREPARATION AND OVEREXCAVATIGN/RECOMPAC-TION OF SOILS SHALL BE HAVE T001-ED EDGE 3/8" RADIUS. PERFORMED IN ACCORDANCE WITH RECOMMENDATIONS PRESENTED IN THE Q ` •2 c . SOILS REPORT REFERENCED ABOVE. 7. SEE ARCHITECTURAL DRAWINGS FOR PANEL FINISHES, REVEALS, CHAMFERS, a to o a a = 4. WIND E7 C. y l 7. CONTI'ACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL b.'SIC WIND SPEED . . . . . . . . . • • . . . • • • , • • • . • 80 MPH CRIBBING, SHEATHING, AND SHORING REQUIRED TO SAFELY RETAIN THE EARTH 8. THE PANELS HAVE BEEN DESIGNED FOR THE IN--SERVICE CONDITIONS ONLY. EXPO�TAACE FACTOR I. 1. BANKS. clf IMPORTA•JTHE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE PANEL LIFTING 1'p CONCRETE DESIGN AND METHOD. 9. LIFTING INSERTS VISIBLE AFTER FINAL CONSTRUCTION SHALL BE PATCHED AND STRUCTURAL WOOD �� I. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY FINISHED TO MEET THE ARCHITECT'S APPROVAL. AND REVIEWED 8Y THE ENGINEER. MINIMUM COARSE AGGRECA TE SIZE IS 3/4" INCH. MIX DESIGNS SHALL BE SIGNED BY A CIVIL ENGINEER LICENSED IN THE 10, TEMPORARY BRACING OF PANELS SHALL NOT BE REMOVED UNTIL AFTER THE 1• THE QUALITY OF ALL WOOD MEMBERS AND THEIR FASTENINGS SHALL Luh Q STATE OF THE PROJECT. SLAB POUR STRIP HAS BEEN POURED AND THE ROOF DIAPHRAGM CONFORM TO SECTION 2501 OF THE 1991 UBC. 00 11 0 CONSTRUCTION HAS BEEN COMPLETED, W C� W 2. AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33. 2. ALL FRAMING MEMBERS AND PLYWOOD SHALL CONFORM TO THE FOLLOWING 0 ! AGGREGATE FOR LIGHTWEIGHT CONCRETE SHALL- CONFORM TO ASTM C330. 11. DO NOT WELD CHORD TIE, CORNER PANEL_ 7-0 PANEL EMBEDS, PANEL TO FOOTING, SPECIFIED TABLES, U.N.O. 7 cre PORTLAND CEMENT SHALL BE TYPE I OR TYPE !1 AND SHALL- CONFORM TO ASTM OR SHEAR WALL TO FOOTINGS UNTILL. APPROVED BY SOILS ENGINEER FOR INITIAL - O GENERAL r1 1J C150. SETTLEMENT & PANELS HAVE BEEN RE-LEVELED, MINIMUM TEMPORARY SHIM PANELS FRAMING MEMBERS: DOUGLAS FIR - LARCH (NORTH) PORTION OF TABLE 25-A--1 V) Z �� AT EACH END &. QUARTER POINTS TO DISTRIBUTE LOADING. .� ' 1. THE PROJECT SPECIFICATIONS ARE NOT SUPERSEDED B'1' THE STRUCTURAL 3. ADMIXTURES MAY BE USED WITH PRIOR APPROVAL OF THE ENGINEER. (UBC) � CON7RACTPLYWOOD: TABLE. 25--B (UBC) m 5� 0 NOTES, CONSULT THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS IN . C'R TO ^ROVIDE MONITORING POINTS ON PANELS WITH INITIAL SET POINTS & _J � ADMIXTURES USED TO INCREASE THE WORKABILITY OF THE CONCRETE SHALL 12Q EACH SECTION. NOTES AND DETAILS ON THE DRAWINGS SHALL. TAKE NOT BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUM CEMENT CONTENT. PROVIDE WEEKLY READINGS TO SOILS ENGINEER. MONITORS SHALL_ HAVE A MAX. TOO' 3. ALL STRUCTURAL_ PLYWOOD SHEATHING SHALL BE FABRICATED WITH SPACING, MIN. (1) PER WALL, CONFIRM F1NAl. LOCATIONS W/ SOILS ENGINEER. ! EXTERIOR I- M u PRECEDENCE OVER THE GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS CALCIUM CHLORIDE SHALL NOT BE USED. GLUE CONFORMING TO U.S. PRODUCTS STANDARD PS-1 FOR CONSTRUCTION I� �(L' M 13. AT VERTICAL & HORIZON FAL STEEL UVB ._APS, VERTICAL STEEL CLEARANCES AND INDUSTRIAL PLYWOOD. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION, 4. COMPRESSIVE STRENGTHS OF CONCRETE AT 28 DAY9, SHALL OF AS FOLLOWS: � THE ARCHITECT SHALL BE NOFIFIE,D OF ANY DISCREPANCIES OR FOOTINGS TO FACE OF PANEL TO BE MAINTAINED. INCONSISTENCIES. 2500 PSI 4. ALL FRAMING MEMBER:, SND PLYWOOD SHALI BE GRAUf: MARKED. ! SLABS ON GRADE . . . . . . . . . . . . . . . . . . . . . . . . . • 3000 PSI U La TILT-UP PANELS AND COLUMNS . 4000 PSI 5. FRAMING MEMBERS SHALL CONFORM TO THE FOLLOW(PJC GRADES: Q 3- DO NOT SCALE DRAWINGS; COORDINATE DIMENSIONS WITH ARCHITECTURAL � ' DRAWINGS. < 5. MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO ACI STUDS, DF-L, STUD OR BETTER 304R--85 AND PROJECT SPECIFICATIONS. ALL CONCRETE: SURFACES AGAINST ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE UNIFORM WHICH CONCRETE IS TO BE PLACED SHALL HE THOROUGHLY CLEANED. PANELIZED ROOF SUBPURLlNS, DF--L N0. 2 OR BETTERPLATES, DF-L N0. 2 OR BETTER , STRUCTURAL STEEL : I BUILDING CODE AS AMENDED AND ADOPTED BY THE STATE OF OREGON 199;1 LAITA•NCE AND STANDING WATER SHALL BE REMOVED. _ ' EDITION OF THE STRL.CTURAL SPECIALTY CODE. �� - W 6. ALL REINFORCING BARS, ANCHOR BOLTS, AND OTHER CONCRETE INSERTS 1 STRUCTURAL STEEL ROILED SHAPES AND PLATES SHALL CONFORM TO ASTM 6, 1991 UBC TABLE 25-0, NAILING SCHEDULE, SHALL GOVERN UNLESS MORE 5. SEE ARCHITECTURAL. DRAWING; FOR THE FOLLOWING: SHALL BE WELL SECURED IN POSITION PRIOR '0 PLACING CONCRETE. PROVIDE A36. RESTRICTIVE NAILING 1S INDICATED ON THE PLANS OR DETAILS. a. SIZE AND LOCATION OF ALL OPENINGS, EXCEPT AS NOTED. STANDARD BAF? CHAIRS AND SPACERS AS REQUIRED TO MAINTAIN CONCRETEZ 2. STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM A53, TYPE E OR S, GRADE %• SII_I_ PLATES, POSTS OR STUDS BEARING ON CONCRETE OF MASONRY SHALL BE b, SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NON-BEARING PROTECTION SPECIFIED. B. OR ASTM A501MILT- TEST REPORTS FOR THE STEEL PISHALL BE .PE PRESSURE TREATED PARTITIONS. , J SUBMITTED FOR APPROVAL. I Z c. SIZE AND LOCATION OF ALL C('N(;nFTE CURBS, FLOOR DRAINS, SCOFFS, 7, CONCRETE COVER PROTECTION FOR REINFORCEMENT BARS SHALL BE AS 8. BOLT HOLES IN WOOD SHALL BE 1/32" TO 1/16" LARGER THAN THE BOLT, cn DEPRESSED AREAS, CHANGES IN LEVE;., C;;AMFERS, GROOVES, INSERTS, FOLLOWS: (SEE A.C.I. 318-89 SECTION 7.7 FOR CONDITIONS NOT NOTED DEPENDING ON BOLT SIZE. m Q FTC. ) 3. STRUCTURAL STEEL TUB'NC SHALL CONFORM TO ASTM A500, GRADE B (FY = _- a. CONCRETE CAST AGAINST AND PERMANENTLY EXPO '"v TO EARTH 3" 46 KSI). -- d. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS, EXCEPT AS SHOWN, b. CONCRETE EXPOSF-D TO EARTH OR WEATHER 9. BOLT HOLES SHALL NOT BE LESS THAN 7x DIA. FROM THE END AND 4x DIA. LIARS iii AND LARGER . FLOOR AND ROOF FINISHES. 4. ANCHOR BOL TS SHALL CONFORM TO ASTM A307, UNLESS NOTED OTHERWISE:. FROM THE EDGE OF THE MEMBER, UNLESS NOTED OTHERWISE. U Q e. BARS #5 AND SMALLER. . 1 1/2" f. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS. � � ' r.. CONCRETE NOT E"XPOSED TO WEA THF-R OR 1N CONTACT WITH GROUND: 5. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL CONFORM 10. PRE-DR[LL NAIL HOLES WHERE NF_CFaSARY TO PREVENT SPLITTING. Qr W SLABS, WALLS, -- #11 BARS AND SMALLER. . .3/4" TO THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF f--- Of 6. SEE MECHANICAL, PLUMBING, AND ELEC1'RICA;. DRAWINGS FOR THE BEAMS, COLUMNS - TIES, STIRRUPS, SPIRALS . • t 1/20, STRUCTURAL STEEL FOR HUILDINGS," 1978 EDITION AND AMENDMENTS, AND 11. EACH GLU-LAMINATED MEMBER SHALL BE STAMPED WITH AN IDENTIFYING 0 m THE AISC "CODE OF STANDARD PRACTICE FOR STEEL. BUILDINGS AND BRIEJGES " NUMBER AND SHALL BE: ACCOti PONIED BY A CERTIFICATE OF INSPECTION co FOLLOWING: 8. RE.INFORi:ING STEEL FOR CONCRETE SHALL BE." GRADE 60 AND SHALL CONFORM TO 1986 EDITION AND AMENDMENT F.S. � CERTIFYING THAT THE SAE-MBE-RS MEET THE 1991 UBC Rf:QUfREMEN'f�. SUCH _� Q ASTM A 615 JRA 706 FOR WELD TYPE REINFORCING STEEL. REINFORCEMENT BARS CERTIFICATES MUST L�iF MADE BY AN APPROVED AGENCY OF THE A.P.A,. n. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, SHALL NOT BE T4CK WELDED, WELDED, HEATED OR CUT UNL.F:;S INDICATED ON THE 6. SUk1M(T fRl.1C1URA!. :)ESiGN DRA4'lNGS AND CALCULATIONS (BEARING THE ETC., EXCEPT AS SHOWN OR NOTET7• (;ph�rr2p,r T DOCUMENTS NTS OR APPROVED BY THE STRUCTURAL E:NGINFFR. SEAL OF A PROFESSIONAL LNGINEER REGISTERED IN THE STATE OF THE: PROJECT) 12. GLU-- AMINATED MEMBERS SHALL. BE A COMBINATION OF 24F-V4 (D.F. -- LARC-H), (yJ t b. ELECTRICAL CONDUIT RUNS, BOXES, (iUTLEI-5 IN WALLS AND SLABS. { FOR THE DFSiGN OF THE STEEL JOIST GIRDERS, 24F-V8 (D.F. -- LARCH), INOUf:TRIAL GRADE, AND EXTERIOR GLUE_, UNLESS NOTED c. CONCRETE INSERTS FOR FIXTURES. 9. WELDING REINFORCEMENT BARS, WHEN APPROVED BY THE STRUCTURE OTHERWISE ON PLAN. I! d. SIZE AND LOCATION OF MACHINE Oi.' EQUIPMENT BASES, ANCHOR BOLTS ENGINLER, SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD 7. WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD W FOR MOTOR MOUNTS. D1.4-79. E70XX ELECTRODES SHALL BE USED IN WE=LDING A 706 REINFORCING D1.1-80. ELECTRODES FOR SHOP AND FIELD WELDS SHALL CONFORM TO ASTM 0 7. METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE BARS TO A 36 STRUCTURAL STEEL. A23.3, CLASS E70XX. RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL 10. DETAILING OF CONCRETE REINFORCEMENT BARS AND ACCESSORIES SHALL A. SPLICING OF STRUCTURAL STEEL MEMBERS WHERE NOT DETAILED ON THE ,,,�, ✓,, NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE CONFORM TO THE RECOMMENDATIONS OF THE A.C.I. DETAILING MANUAL -- 1988, CONTRACT DOCUMENTS IS PROHIBITED WITHOUT THE PRIOR APPROVAL OF THE SPECIAL INSPECT1aN '► i STRUCTURE AT ALL STAGES OF CONSTRUCTION. ACI COMM11'TEE 315. STRUCTURt, ENGINEER AS TO LOCATION, TYPE OF' SPLICE AND CONNECTION t TO BE MADE. IN ACCORDANCE WITH UBC SEC. 306, THE FOLLOWING TYPES OF WORK REQUIRE �.,�� i �• 8, THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE T1. GRUU1' SHALL BE NON-SHRINKABLE GROUT CONFORMING TO ASTM C827, AND SPECIAL INSPECTION, SEE THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS '... FINISHED STRUCTURE. THEY DO NOT 1NDICATF THE METHOD OF FOR INSPECTION AND TESTING. SHALL HAVE A SPECIFIED COMPRESSIVE STRENGTH AT 28 DAYS OF 5000 PSI, 9. HEADED CONCRETE ANCHORS SHALL BE NELSON HEADED CONCRETE CONSTRUCTION. THE CONTRACFOR .`_;F- ALL PROVIDE ALL MEASURES PREGROUTING OF BASE PLATES WILL NOT BE PERMITTED. ANCHORS (OR APPROVED EQUAL), AND SHALL CONFORM TO ASTM A108. _ NECESSARY TO PROTECT THE STRUCIURE, WORKERS, AND VISITORS DURING ANCHORS SHALL BE AUTOMATICALLY END WELDED WITH SUITADLE STUD _ CONSTRUCTION. SUCH MEASURE .SHALL INCLUDE, BUT NOT BE LIMITED TO, 12. FORM; FOR CONCRETE SHALL BE LAID OUT AND CONSTRUCTED TO PROVIDE _ _ ITEM PER_SEC. 306 - DESCRIPTION DATE: WELDING EQUIPMENT [N THE SHOP OR IN THE FIELD. WELDING SHALL BE !N _ 5-- 15-95 I :TRACING, SHORING FOR CONSTRUCTION LOADS, ETC. VISITS TO T14E SITE BY FOR THE REQUIRED CAMBERS/SLOPE-3. ACCORDANCE WITH THE RECOMMENDATIONS OF THE NELSON STUD WELDING 1. CONCRET'= � -STRUCTURAL-THE STRUCTURAL ENGINEER SHALL NOT INCLUDE REVIEW OF THE ABOVE UCTURAL CONCRETE DRAWN BY: COMPANY. SLD ITEMS, 13. CONDUIT OR PIPE SIZE (OD) SHALL NOT EXCEED 30 PERCENT OF SLAB 2. BOLTS INSTALLED IN CONCRETE -W'E'DGE ANCHOR INSTALLATION LL TION THICKNESS AND SHALL BE PLACED BETWEEN TOP AND BOTTOM REINFORCING, 10. DEFORMED BAR ANCHORS (DBA) SHALL. BE NELSON DEFORMED BAR ANCHORS WHERE INDICATED ON DRAWINGS CHECKED BY: 9. OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL ELEMENTS UNLESS SPECIFICALLY DETAILED OTHERWISE, CONCENTRATION OF CONDUITS (OR APPROVED EQUAL), AND SHALL BE MADE FROM LOW CARBON STEEL DRW UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE STRUCTURAL OR PIPES SHALL BE AVOIDED EXCEPT WHERE DETAILCD OPENINGS ARE CONFORMING TO ASTM A4-96. ANCHORS SHALL BE AUTOMATICALLY END-WELDED REINFORCING STEEL -REINFORCING STEEL PLACEMENT ENG REVISION !NEER, PROVIDED WITH SUITABLE WELDING EQUIPMENT IN THE SHOP OR IN THE FIELD. WELDING IN FOUNDATION AND TILT WALL EDITION SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE NELSON CLOSING 10. CONSTRUCTION LOAD (MATERIAL AND EQU/PMFNT) SHALL NOT EXCEED THE 14, PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE STUD WELDING COMPANY. _ _ PANELS ,t DATE: DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BEFORE PLACING, CORING IN CONCRETE IS NOT PERMITTED EXCEPT AS 4. WELDING'! - - - -ALL FIELD WELDING e to-ss BRACING WHERE STRUCTURES HAVE NOT ATTAINED DESIGN STRENGTH. SHOWN. NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE_ OF CONDITIONS NOT -ALL SHOP WELDING SHOWN ON THE DRAWINGS. 11. WHEN A DETAIL IS IDENTIFIED AS TYPICAL, THE CONTRACTOR SHALL APPLY THIS ---"'- "-�--" -'4 -- - --- DETAIL IN ESTIMATING AND CONSTRUCTION TO EVERY LIKE CONC(TlON 5, PLYWOOD DIAPHRAGMS --ALL NAILING OF PLYWOOD WDIAPHRAGMS OR NOT THE REFERENCE IS MADE IN EVERY INSTANCE. ---• ABBREVIATIONS DIAPH DIAPHRAGM FB FLAT BAR HDR HEADER LB LAG BOLT OC ON CENTER SCH SCHEDULE_ UNO UNLESS NOTED OTHERWISE _ I - •- - DIM DIMENSION FIN FINISHED NGR HANGER LL LIVE LOAD OD OUTSIUf_ DIAMETER SHTG SHEATHING U/S UNDERSIDE OL DEAD LOAD FUR FLOOR HORIZ HORIZONTAL ALV LONG LEG VERTICAL OF OUTSIDE FACE SIM SIMILAR MACKENZR,,Ano Assx:utEs,Pl, AB ANCHOR BOLTDO DITTO FN FIELD NAILING HS HEADED STUD LONGIT LONGITUDINAL OPH OPPOSITE HAND SLV SHORT LEG VERTICAL IP95, ALL Rtra '. 9,.�rRYEe J CONTROL JOINT UN GOWN FOC FACE OF CONCF:TE HSR HIGH STRENGTH BOf T LP LOWPOINT OPNG OPENING SPA SPACES AFF ABC VE FINISH FLOOR � CENTER LINE NESE Q .WIN S ARE TETE "RLIRT DP DEEP FOM FACE OF MASONRY HVAC HEATING, VENTILATION AND LWC LIGHTWEIGHT CONCRETE OVHD OVERHEAD M r.KENn /,Aadp AS:�KIATES'4 L AI_T ALTE?NATf- CI_R CLEAR SPEC SPECIFICATION A�vrb ARI NOI �o�E uSE L+E R�R DWG DRAWING FOS FACE OF STUDS AIR CUNDITIONINU iFp;N ANY MANNE Ex Pt wT� THE ALUM ��UMIh'UM CMU CONCRETE MASONRY UNIT DWLS DOWELS FND FOUNDATION STAGG STAGGERED R WIMEN PERMISSION Lx M/SA ANDD ANODIZED COL COL-URE MAS MASONRY STD STANDARD SHEET APPROX APPROXIMATE COP/C CONCRETE FT FOOTING MATL MATERIAL �' PLATE STIFF STIFFENER VERT VERTICAL ARCH'L ARCHITECTURAL CONN CONNECTION FTG F00'fTNG MAX MAXIMUM PLYWD PLYWOOD CONT CONTINUO O AT CONST •J7 CONSTRUCTION JOINT EA EACH MB MACHINE BOLT PS POUR STRIP T&B TOP AND BOTTOM US EF EACH FACE lD INSIDE DIMENSION MECHT MECHANICAL PSF POUNDS PER SQUARE FOOT -r/ TOP OF ?/ BOTTOM OF COORD COORDINATE EIFS EXTERIOR INSULATICN IF INSIDE FACE MF GR MANUFACTURER PSI POUNDS PER SQUARE INCH THK THICK(NESS) BN BOUNDARY NAIL_ CSK COUNTERSINK FINISH SYSTEM INSUL INSULATION MIN MINIMUM PT PRESSURE TREATED TL TOTAL- LOAD P BTWN BETWEFN W/ WITH GSN CTR CENTER ELEV ELEVATION INT INTERIOR M1SC MISCELLANEOUS TN TOE NAIL BLDG EiUIIOING MARK TOF TOP OF FOOTING WD WOOD ELECT ELECTRICAL MK n BLVBLOCK d PENNEY(NAILS) EN EDGE NAIL GA GAUGE TOS TOP OF STEEL W/0 WITH OUTREF REFERENCE WWF WEI�ED WIRE FABRIC OF t °I BLKG B'OCkfNG DBL DOUBLE Eq EQUAL GAIV GALVANIZED NIC TOW TOP OF WALL NOT E CONTRACT REQ REINFORCING TRANSV TRANSVERSE Bf'AM DHA DEFORMED BAP, ANCHOR EXIST EXISTING GEN GENERAL NO./�1 NUMBER REQ REQUIRED JOB NO, BOTT BOTTOM OF DOUGLAS FIR EXP JT EXPANSION JOINT GI-9 0111 LAM REAM JST JOIST NOW TS TUBE STEEL BRG BEARING DIA/p DIAMETER NOMINAL REV REVISION OUCH f� EXT EY.7ERIOR GR GRACE TYP TYPICAL OurhemRoad.7204 #190 ROUGH JOINT NTS NOT CO SCALE RO R UPFNING SUP 95-0292 295187 ft 8019 REVISED PERMIT SET 8/10/95 If(his 11micc appeals clearer Ih:w file document, file document is of marginal 11111111111!p 1+ #. �;kt�l+ �l�l► t i i i i r'� l i r i i i i i r ililili hili ililil �. , I 111111 Iillll IIIIII �J � _ - - 30 X - Illnt �` 1 p�nn Itnli�u Iltbnlilullnn Imhu1 nub111Nn1)nu lndm)mnlnl!Insinll�nnlnn►nnln ni�r1: i i' LEGEND KEYNOTES 1 2� 3 4 6 1 1L li - f� SEE FOOTING SCHEDULE �\ J 8> 9 Y 1. 9' x 10' OHD DRIVE--JN TYPICAL ALONG GRID C ---� PANEL NUMBFRr;' 2. 12' x 14' O.H.D. DRIVE-IN 3. 3' x P HM DOOR 4. SIMPSON HCCTA 7-6 HINGE CONNECTION TYPICAL V) 5. ALUMINUM STOREFRONT TYPICAL, SEE DETAIL 1/Al ~W "M N 12 17 6. ALUMINU► wINDUws TYPICAL - I W A6 A6 �'- Iwo Olt ` f D � �`J - ! 7. 9' x 10' ,HD DOL;K-HIGH TYPICAL ALONG GRID A -" r 10 I I I N I FOOTING SCHEDULE _ �`J (C 8. 6"z6" DOWNSPOUT Tt'P1�AL, SEE DETAILS 22/A6 & 23/A6 FOR G.S. GUARD 0 '� 0 J , 7� �_ 9. METAL STAIR AND LANDING, CONC. PAN FILLED TREADS & CONC. LANDING. -` --_ - 10. 2}!4" x 16h* GLU-LAB PURLINS (24F-V4, C = �(") WITH SIMPSON V) Ia 1,10 1 _ HHB2.6 HANGERS EACF' END TYPICAL O 8'-0" O.C. n I MARK LENGTH WIDTH DEPTH LONGITUDINAL TRANSVERSE REMARKS Q o a A REINFORCING _ 11. 2x6 NO. 2 DFL SUBPURI_INS AT 2 0 O.C. WITH SIMPSON F REINFORCING - r T 26N HANGERS � ! EACH ENL) f(PICAL � • M Q SEE SPECIFIC.oTfONS FOR ENGINEERrU _ D _ `� CONT• 3' E" 1'-0" (4) 1�5 x CONT. 5 O 1'-0" O.C. - 12. PLYWOOD ROOF SHEATHING 32/16 INT. W/ EXT. GLUE U FILL REQUIREMENTS. \ SEE NAIL-ING PLAN FOR NAILING • a • 21 - - SEE SPECIFICATIONS FG' ENGINEERED I (B ) C 13. B.U. ROOFINr f-- �• O CONT. 4'-6" 1''-0" " F111 REUUIRE_MENTS -- _ - AB Ao A6 (5) �!`,� x CON7�. �5 ® 1'-0 O.C. I -- � 'l Oj I 14. 4x6 P T L.FL 2 W/ ,Ni`0 60L T O 4'-0' OC (ALONG GRID A O r a � C� --6'-9" 6'--9' 1'-2" (8) �f.5 x 6' 3" (8) 5 x fi'-3" SEE SPE CI FICAFIONS FOR FNGINF_ERED Q C � I I 1 io I BETWEEN GRIDS 1-2 & 10-'11), SEE DETAIL 8/A5. 0 0 f` '�� 20 FILL REQL' _ I I f i I I I t I f I I I i i I I I I f I I I I I I ! 0 L _ SEE SPECIFIC .4T1ON5 FOR ENGINEERED �_�-� f l5. 2'-0" X 2'-0" BLGICKOUT FOR COLUMN BASE, FILL W/ GROUT. o v 1 j""'113 D 8'-0" 8'-0" 1'-2" (8) K5 x 7'-6" 8 5 x 7' 6" -- C `x- - -- - - -- - - _. v A6 ` ' 16. 4'-0" CONCRETE FILLER �TRJP W_ n a 0 N FILL REQUJRE�IE'tJT,,. • � rnN 17. 5" CONC. SLAB W/ #4 O 24" O.C. EA WAY WITHIN 10' OF OUTSIDE WALL.. N m.. r. i' A6 - K7 1 18. CCiNiROI. JOINT TYP. O GRID LINES - SEE DET. ?/A4, 25'-0" O.C. MAX. Z :° 3 0 C) NAILING AND STR. ,PPING PLAN 19. CONSTRUCT!ON JOINT TYP. - SEE DET. 1/A4. 25'-0" O.C. MAX. VJ :3Ln r A6 I ( 20. 6" x 20 GA. STUDS O 24" GO., SEE DETAIL 1/A3. Y vi A. %" PLYWOOD W/10d O 3` O.C. O PANEL EDGES AND W.T.S. 21. C.J. SANITARY SEWER LINE W,TH CLEANOUTS PER CODE SEE PLUMB U '= p c Q c�, ! 12" O.C. O INTERIOR SUPPORTS. 22- SOFFIT LIGHTING 10 BE COOF'OINATED WITH OWNERS REP. FOR NUMBER ` gyp Mt 0 p s O " LOCATION, AND TYPE:• � � 0 Q a SIMPSON�., B. SIMPSON LSTl,24 O 6'-C O.C. O FIRST PLYWOOD JOINT. 1 Ar " 23. NOT USED C. DOUBLE ROW OF tOd AILS O 3 O.C. FIRST 16'-0" OF EA. GL. BM. 24. TS 8 x 4 x 3/16 MULLION TYP - SEE DETAIL 16/A5, 17/A5 I D. SIMPSON ST6236 FA PURLIN W/ (15) 16d NAILS EA SIDE OF BEAM 25, YARD LIGHT TYPICA'- O GRIDS 2 do 10 SEF SE('T!ON 0 DETAIL 7/A5 { 26. 2x6 O tri" O.C. STUD WALL W/ TYPE X GYP EJD EA SIDE UP TO ROOF W 22 - I F. DOUBLE ROWS ' - 10d NAILS O Z" O.C. ALONG PERIMETER AT 27. (not used) j + �) TOP PLATES & LEDGERS, SEE DETAIL 3/A5. 28. 4'x8' SKYLIGHTS SEE DETAIL 6,1A6. Aa W ! Uj �•� 3'-9-,�2' ; GENERAL NOTES v r� o Z /I o. PROVIDE CONTROL JOINTS THROUGH POUR STRIP AS SHOWN, � � f) U' --- -+� C.J. TO BE LOCATED TO PROVIDE: SG. CONC. SECTIONS WHF_RE PO E i-- 5,lBL_. V) I - b. AU. FOOTINGS ARE q OF WALL, PANEL JOINT OR COLUNM UNLESS bj '(�_1�' w a. `t 20 NOTED OTHERWISE. ? LS A6 c. SEE SHEET A2 FOR F 4NFI_ DIMENSION AND THICKNESSES. - o S 1C NE�SES. �-- (� �I_ ENLARGED ENTRY PLAN d. CONFIRM FINAL ,.00ATIgN OF ALL RECESSED ENTRIES WITH OWNERS � R.F.P. PRIOR TO POUR OF FILLER STRIP O ON GPADE SIDE OF BUILDINGS. Q 4� J j� �� a 0 <� s 9 o 0 D 250'-0 25'- r ^ 25, 25'-0" 25'-0"T 25'-0" 4 _ _ T . Tom- _ T AS 4 3 14 I A6 3 A3 I 14 3 A.3 O I � ! 7 24 23 , 1 I I A5 AS 4 � 14 A4 r-- - 1 LJ A 75 23 8 22 �1 A6 20 16 AS o r i._ ._ \_�� - -'- - -- +-- - _------_._ __ _ - ----- - - 8 - --- �� I � 19 _ hd� 18 17 (10� 8 16 15 - - -- - `_ � � O L , r -I 20 Z 3 I I I7" / I I I A 0I IELECI 1 i ti AS I TELT RM o I -�� 13 I N Sca WAARI 1 026 I CI_R I v O \� \ / I I \� I I - - t L� 20 I I lt3 18 I� g - '�- I 114 !WA AR N d" I 17• /- 1 19� � � iii � �, I _0D (20 T l_ / f o I v o �� to 28 {2�J ----- - - - \ -- - i 2 I / - �-- --- L� \ I V - I \ , 2 v i/ - - 1y --- - - 4aI13 X AS I 28 4 � 28 0 o 19 15 { 01 I I I t I I I r F- - -- 141 _ `r o 2 O --- - -- I ,5 -J C � I J O l_ .__ _ _I O l - - -- I� I - - I�� L. -- -_ _ -J 0 L- - - -\al�r� L_ J C i I�•/ \ _? D TL.• `_ C _ Q i I A5 j I A4 14 -------- ----- -- I I T A4 7 -� i DRAWN BY; I YL I b MM 27JI CHECKED aD 8Y: I'q W REVISION I I I W EDITION CLOSING I - _ ____ _ _ __._. ____ _ __._ . ___ ._,_ _- _-- _.__. __ ____ ___. . _ __ ____ .---• -- ATE. CONN. TO - r1 10-95 o II tee'., ! ! SEWER SYSTEM � I I I I L " 21 C } II I AS N°i ci c, c� c7 6 q 0 I I n21 __ �► I ! x TYP. I I oI N 2811 I I 1 _ Ell h 1AM;KEhTIC/SA rG AS$flpATES,P C I I CA 9A� 16 _1 a 1 !� N 1M. ALL arGH"POERWD �.. �� I "AlSEDR.ZS "I'lM(u'Wr,6 I A6 ----- 8 A5 Al SIM a -AS ! I wraFNn , No A� srt"F hT w A4 J 3_ AS I I AN A�k� No �o at usrn c1 RE�a�- t ! I ✓' ( f� - CED IN 1 ♦MANNER Cl((Y PT W.TTA INE t A5 70 TYF'. I I NwiS4rw tr M^A FN TSF n,� A�j SHEEI � 0 L- - - - -- - - - - -- - -- ---�� t _ -- -- ..--------- -- - ---- - - Yh� - _ _ ��1 -_ -- - - �- -i n N -- - - 0 f n2 0 j rrS - �, l - - - I- - - - - - - - - -1 - - U6 I C (- F1 TYPICAL OPENING ! j f[7�,� 3 A 0 g 1 B I 5 A5_ 3 ( r1 O A l ° A5 A5 � � C5 A3 I i X11_ t3 x - _ ----- FLOOR/FOUNDATICJN/ROOF PLAN 10B NO, d REVISED PERMIT SET 3/10/95 295187 r If Ihis uolice appear.. clesuer Than flip document, fire docu►nent is of Enarl;inal (p:01 ty. 3 0 �; I�III�i ! .Il. .�� f : . ';.�#�tfl�i�i�i��t<<!II'(IIrLt �1��►�+VIII(} • I�III{Itl�l�l I�(�I�I(;II�I I�I�III�I(I�! . l 1 ��I , I ��I .1.1' �K� r�llhm rmIImII1111mII!I!Illnl►luhm mfiulhlul!!liiimirm!nllnnl!!nllnllnnlnlllnnllMrl . .nti�tal -" r r a' - -- -aaiY•i�ii.. W'� _ tet...._ ... ., :.......,., ,....... si , -- •"srr"yuo'.J4JII'YI'di14:4. ..ux.aBtur..l •"'... ••'l .. t..`: L'..i.,rtr.W.:. -:.v'. '. . r k c < A 2 U --- A3 KEYNOTES ----, 14 16 14 25 31 32 1. 9' x 10' OHD DUCK-HIGH TYPICAL 0 NORTH ELEVATION � -D 20 20 f �3)3 20 21 33 2. DOOR ARMOR TYPICAL - SEE DETAIL 2/A3 3. DOCK BUMPERS TYPICAL * NORTH ELEVATION L►.J -, 4. 5" KEVEAL TYPICAL - SEE WALL SECTIONS SHEET A3 F- O N 00 Q C YL SEE PANEL 28 SEE PANEL. 28 '�, 6. GUTTER 8 x 8, SEE DETAIL 24/A6 FOR EXPANSION ,JOINT (,� rn 1 - x N \ 2 7. DOWNSPOUT 6 x 6 SQUARE, SHOWN DASHED. 0 o N 8 B. PAINTED CONCRETE TYPICAL 0 �m ^ 80 9. 12' x 14' OHD (/� fa � p � I 10. 3' x 7' HM DOOR Q a -__ 11. ALUMINUM WINDOWS TYPICAL m 24 v 12. SIO FINISH OVER DENS--GLASS GOLD BOARD SYSTEM, TYPICAL 4 c 0 M Q SHEAR WALL N 13. ALUMINUM STOREFRONT TYPICAL - m p E` NO OPENINGS 14. FUTURE OPENING HOLD BACK EDGE OF REINFORCEMENT 6" 0 L 1 � r- 11 15. 9' x 10' OHD DRIVE-IN DOOR T YPICAL ~ MN q O 16. FLASHING TYPICAL ''� 'S .-O r" _ C 4- r. u - -_ 17. METAL STAIR AND LANDIN;, SEE DE 1 AILS 2/A6 do 3/A6 a \ 18. (8) #6 EACH 'ACE T/SLAB FG w ff T/SLA9 19. (not used) Li_1 a o fv �12 I i J23 I 21. (3) N5 EACH FACE Z m 00 -- -1 T/t~T� 22. ROOF LINE B W '- - E','OiJD23. TS 8 x 6 x 3/16 REMOVABLE MULLION -SEE DETAIL 16/A5 U 0 In13 14 24, GLASS PANEL ABOVE IN HM FRAME O--t9� 3� 2 Q c m � o 32 25, YARDI_IGHT MOUNTED AT q. PANEL & 2'-0" BELOW TOP OF PANEL � Q t r° rc EAST ELEVATION _ - 20 , ' 26. (not used, 27. (not used) PANEL THICKNESS == 6 1/_" U.N.O. 1/8"-1 U' A4 20 28. (not used) A4 29. (not used) Q� A E3 311. #4 AT used)12O.C. VERT. AND HORIZ. �J 32. (2) #5 O q F--- i 33, CHORD 71E STEEL, SEE 1/A5, 4'--0" FROM TOP e TO q l'/T'. Z 34. (not used) LAA Q I 3.5. (rot used) U z 33 I 36. (2) #5 m q EXTEND REINFORCEMENT 2'-6- PAST OPENING 16 I 14 25 31 32 32 � �) Q -- ---- - -- �► o� w w � Q � Z J) SEE PANEL 14 SEE PANEL 28 v) 1 SEE PANEL 13 14 ._ 0 � km� A4 'J to GENERAL NOTES �, -�' o J p 1 -- rc = 4000 PSI FOR ALL CONCRETE PANELS .Q O AI? WALL v I 20 r ^ NO OPENINGS N V) m _ _PAINT_Ct_ORS: TO BE SELECTED BY OWNFRy- n� Ar - COLOR #1: BUILDING BASE. \ _ TfSLAB_ COLOR X12: STO FINISH k GYP. BOARD SOFFITS. 1 I i I f G c, COLOR �+3: ALL_ EXTER1pR MISC. METAL: !E; O.H.f). 11 j L- ( I u� MANDOORS, FLASHING, GUTTERS, DOOR ARMOR, HANDRAILS, R - - ---- -- - _ _ _- __ _I_ - K12 , ; STAIRS, AND REVEALS. @_____ .WEST 25 --N 26 _ 28 EXCEPTIONS: DOWN-SPOUTS PAINT II: MATCH' SURFACE MOUNTED ON, 9 � 32 DOWN-SPOUT GAUPU; 70 FIF R�Uh-DING BASE COLOR. A4 ELEVATION � IPANEL THICKNESS . 6 1/2" U.N.O. 1/8"-1'-0" Z t LfJ . W `2 3 Z <_ \ 8 9 10 11 O 0 1 I -A3- Q Z L 6\.' Qa 16 14 25 I I 2S I 3, I 21 , td \ , , I 32 ;4 ( w w i ---- _ ( ! 4 � � , SEE PANEL � I � � - ---- I Y -- __--•--•--- r�L--._.-___._._.__.._.� Lt_j � �� .�, SEE PANEL 2t3 ;f + 1'nr.0 1 SEE PANEL 7 SEE PANEL 7 S FAN' 2 I LA-1 SEE PANCI. SEE PANEL 7 -- - � � EE LL ..8 SEE PANT_+. �8 4n - I � T � i I _ ( i I - _ I E I -- -------- --- ----_-- ___-1 _- - _ _ 1 " �TG_ --_. th � �/�•��.. 15 4 �J - -_ __-_ ---_-- 15� 15 15 \ 3?� 15 A5 2 12 (13 12) 10 �11 ' ALE.: + SOUTH ELEVATION _ - , PANEL THICKNESS 6 1/2" U.N.O. 1/$"s1'--0" DRAWN BY: SLD DMM CHECKED BY-. 1 10 ��i , ^ DRW 7 6 5 3 ' ' 1 REVISION EDITION 4_ CLOSING i I A3 j 3 h+ DATE: 31 16� 32 18 A3 I f o f3s 20 I 22 N 7 8 25 7 __ - --- 32 21 31 '0 7 25 4 (6 7 (166 22 16 f 20 YL YL -- ---__---------- -- , ,,t ' ISI, �n n SEE: PANEL 7 I j SELF PANEL 7 SEE PANEL 7 I I SEE PANEL 7 SEE PANEL 7 SEE PANEL. 7 SEE PANEL 7 � 10 I 32 I SEE PANEL 2.4 '0 u_ 4 ( 33 20 �•_. 8 (OPP. HAND) C3 IJ - I 16 36 f-KENIIE/SAlip _� i t N 1995, Ali, RWHTr REStRyfli - I'1 A5 �11 � -- _--- _ - ___.. _ _._._ -- _. _._ _. - - --_-. - 'IM �_ -_ _._. _ �..__. ___`--- --�� _ _ TH DRAWING$ ARL fF1f PROi'eRt. -. - V _-. qt•, tl 'SATO k AND Alitt N01 tO+�pE V RF.F"Pi.. AMv YANNER� FK�P1H M1n (36 - _._ - _- ---� -- -- -^-- - -- -- _ -. _ -- -- - --- -- - PRIOR _ -_ --- -- - t ci i I ' - 11 � _ _ SHEET �I i -- `-_ 7/SL AH - - - - -- - �� _-. -- ~_ -. I/St_AI3 _. - / Ell r 1 I7I F� _. ' I -. _ - FG A 2 "� T7 3) � - - _- 7/FTG 2.3 3y 2 X2--1 21 L"0 �19- F - 17 - 16 T -! U /2 17 I�� 1 7 15 , `3 1_.._ OF 6 _N_ORTH ELEVATION �"4 JOR NO DurhRmRoad,729M Nvw PANEL THICKNESS 6 1/2" U.N.O. - --- -- 1/8"=1'-0" SUP 950292 5of9 29S 187 n REVISED PERMIT SET 8/10/9 l u, If this n+lUc•e appe'u's clearer than the dommenf, file documeof is of mal-ginal I IIIII�I 111. E 11111111l,i Jill III Ijr. • II1I1111111li. 111I111jtI111 +III� �tn�lIIIIIIIIIIIII IIII�IIII IINII�mlE°i��l�m n I '� ' u (nnl nlu.mnLihniulnllminnhil +� din 9 Y 9 i _ • TIT r C KEYNOTES 1. FLASHING SEE DETAIL 2/A5. a' r --D 2. BU ROOF ON PLYWOOD, SEE PLAN 3. 8x8 G 1. GUTTER WITH 1"x6" DOWNSPOUT 4. BIRD SCREEN V) 5. R-19 BATT INSULAT!0N Fv^ LAJ M opo 6. TOOL INSIDE PANEL EDS Q 0 CA A\ 7. 5" x 3/4" REVEAL I -- c 1 8. 6" 2.0 GA. METAL STu,. 21 -0* O.C. � 0) o 9. L5x3xXx4' AT 4'•-0" O.0 WITH 3/4"0 EXPANSION ANCHORS TO CONCRE V M M C " PANEL AND (3) #10 TEK SCREWS TO STUD V) 4 SLOPE 10. DOOR ARMOR -- 1/8" BENT C WITH #3 x 1'-C" Ar 1'-0" O.C. 2 (1 / 2 r� y 11. ANODIZED ALUMINUM WINDOW SVSTEId WITH t" INSULATED GLASS a L 1� 12. EDGE OF CONCRETE PANEL BEYOND • p' x T LATS . . 13. SHEET METAL COUNTER FLASHING � � m q L,_ , T�PLAIE � _ I i3 14. 6" OF FREE-DRAINING GRANULAR MATERIAL, (SEC GEOTECHNICAL REPORT) O • L • V) V�/vl AN /, 28 15. CONCRETE FOQTIIlG, SEE PLAN FOR SIZE AND REINFORCING F-- rn� ; ff16. 3/4" CHAMFER Q C a 1 2 ) A 11. FIBER CAIJT STRIP V) c 0 2 - 18. GL. BM, SEE PLAN FOR SIZE \ e c 22 5 - - -- -� 4 19. 14 GA. TOP TRACK do BOTTOM TRACK W/ (3) X110 TEK SCREWS, LTJ p 0 cV - - - - 7�PLATE TRACK TO STUD, COPE do BEND STUD AS REQ'D • m mN ThEAA1 I I (' T -- f _ 20. 14 GA. [RACK m 3 • �y 28 �` X15 �5s� _- �I r 21. 6" 20 GA. STUDS O 2'-0" O.C. O RECESSED ENTRY W/ EXT. 5/8" GYP. SOFFIT UJ N 22. SUBPURL.IN, SEE PLAN FOR SIZE vi 23. RECESSED ENTRY, SEE PLAN FOR LOCATION C 3 = a n c I 5� 5 24. 6" x 20 GA. STUDS O 16" O.C. W/SIO FINISH OAR DENS-GLASS GOLD BOARD Q 0 J 1 L 0c 36 ON EXTERIOR. 4 0 a. n I I 25. 6" 20 GA. STUDS O 4'-0" O.C. CONN. TO (BOLTED VERT. STUD) W/ (2) i #10 TEK SCREWS O EACH END (3 STUDS PER 9'-4" ENTRY SOFFIT) TT ! I 26. EXTEND DOOR ARMOR TO ALIGN W/ BOTTOM EDGE OF SILL ANGLE, 3/4" + I I I TYPICAL AT ALL DOCK-HIGH DOORS (� + cy- 27. OVERHEAD DOOR, SEE PLAN FOR SIZE AND LOCATION � 7 \ 28. PURLIN, SEE PLAN FOR SIZE: F-- • • I -- 29. CONCRETE SLAB, SEE PLAN FOR THICKNESS AND REINFORCING 30. 5TO FINISH OVER DENS-GLASS GOLD BOARD (SEE DETAIL 9/A6 z ) � 31. L 3 x 3 x W x FULL WIDrH W1 #5 BARS O 1'-0" O.C. 13" Q' v I I 32. �I4 O 12" OC 9 U gn Z33. #4 O 2'-0" OC SEE DETAIL 15/A434. X14 O 4'-0" OC SEE DETAIL 15/A4 O35. CONCRETE PANEL, SEE ELEv FOR SIZE AND RL-IF.FORCING 0 'r- 35 36. 4x8 WD. LEDGER, SEE DETAIL 8/A5 w _ w 37. ENGINEERED FILL, SEE SOILS REPORT, O QY z1 Z v► , l~5 O in I 1 - m � J Q- ,,r o� D � Q V) m , . . ,_ -- 01-1 3 4 LOT -� 0 A 7 I r `;. no ( I ( .� I I v • . - 19 1 N fT . I I � N • I • � V •� '� c • I_• 27 I I I i , . ► I =- 1 � c .O CLR. '" C 11 /. N . I . I1 10 . ! . I � 1 U -� s �' ^/2^1 I LyJ a _u 20 _J I i I . , J i DOOR ARMOR 23 I i 10 a 12 ,z 16 j II AS �t ►- 1 10 7• � 10 ,o' I 3 10 - ►- I I 24 i of NOTE: TOOLED ,JOINT 1/2" DEEP .4e. r• �� p 30 II I a I I ACROSS FULL WIDTH OF PANEL [J�`. Ti~. FILL_ W/ SEALANT (FIJTURF M i II $b I FLASHING AT STOI?E'FRONT) DRAAN BY: II I 34 � 21 Ix I 29 � 2.9 ! � 29 29 �3 I DMM/i S8 i I � - FIN. FCR. A6 SLOPE r� 0 1 _ FIN. FLR. 26 \N ED BY: - - -- - . FIN. FLR. FIN. FLR. _ - W - - - CHErK , 7` �-�___SLOPE FLOOR LAST 6" AT OpEN(NGS, 1 YF'. b I ; P -T-. _'- •---r-•-• ----•-_.-. _ G z_ ,f, ,�.'r;l i-•_ --- -T--�~-' c� REVISION • 1 . > I . gill .,f. , ';:,c .., A I�pyOr' 1TQ� Q All 0 ,.I, p b nfJ: n. ,r r ` u,. U p � Ib•1ll' I [$ UK ( 111 I :OD , 1f v,` .1 U �f`,;�ry. ? ^I "rte ,u x XU '� I. '0' R�••.rf ,tl''0` _, EDITION ?r 'fl' 0 R , .ul' 6`��fi8�5�8 bo 6D6'u�8 �fi Ib�S'`u�'�� b "�4. ,,✓6 S v �yf1Y"fi Dd'ut`f - -' • nu n '� a Y 1 �� ,M1Y a;•r.,w onha•,n v'' u,,.�•Ka•t o a Ail''�lb�od ��5t.8,,,. tit�tk:v�;6'.i.k'L�x>'' a,1u r„nes„ d�i ';: ;,i, �i8'n'�BYoRiBY 'a +�x8k$na"•�Ri4P�„t$ki�i4a� a�f4in' aV e�b`i�A"fR+eYXi� 14 flcn I 14 I 16 8-10-95 I 6 W 1 I• IL I - , } K � ( I � I �� 1 � I i I I" � _il 1 (-i'_l_)( � I•.-•I" � ..rte FIN. GRADE FIN. GRADE 1,05 15I I i Z 2 °il Vu°1r nr L'I �� 1 Mn 'N21f:!SAITO k •-�.;��G1A 115pc do �'. T/.FOOTING _ j 19^ AU.RI,14T, R , r T/FOOTING - ! I• I c�Rvco -- - -_ •.., _._, :-1 :. .,_�,�..... N�rS' a Np�� AL ME PROPER rY A I�1:N7711 /�S 11A q$$p(a�1Tr .. 15 1 __ i � 1 AND ARE NO t �1 g11iC0(W REpRO- «I l'ft 1pq ANY MANNER (11CIP{ 0114 Tur TIEN PERVISS1,N M M15A j I 37 i . - 37 SMF_ _ 37 i•- 3" FLR• 1 . ,,�� >3" CLA',`' ti�Jr�•+ � ,,�'`�`..' ••I ( ± -f I i,•• �'x' y v•.�!`�>v� kT •x� i -`.i !- � _ � � / / T r (3i�-- , '� , 7` �Y i�Xk _-y' Y' CLR r \ T I w �, :� Ct R-'- •� i 7! WALL SECTION - _- - A3 (__2 _- WALL SECTIONr3_'�WALL SECTION _ 4 WALL SECTION _ A3 AT ;TURFFAtJN1 (SIM O DR11/C-!N DOURS) 3/4"=1'-0" A3 AT DRIVE-IN DOOR 3/4"•=1' 0" - --- OF 6 3/4"-1'-0" A3 AT DOCK-HIGH DOOR -------.-_ -.__._ ._ 1j/,4"=-1' o'. JOR NO. Q 295187 � OufiAm Rond,�;'M N 190 _.._._..._-__ .-._.-._.,.. _..,_ _ ._ ._ - _ .__ ._._..�._._.__ -___. __..__�___._. _ ____ __ .__...-._-__...-.-. _ ____ ___. _-_____, __._____-_._._ fU � CBUP)urhRg��2 __�.__.__ _._____._ ._.._._._.___._ REVISED PERMIT SET 10/95 6of9 Il 111is ,lolice appears clearer 1111111 the S docume11l, 'he document is of marginal qual;ty. 11ho , : -. _. - .--rr _•. - r�tminttlNtrrtrtth��tli!�Ilnn�ulllnl 111111n1lilnll�n nllhtmunlnllif"f!n11►n+111111t!tnlnt 11ti1ln niiK ►t `h i I n ..- .. ... .::, -x, r '.' '.t ..,, -...:,...u16�L... - numi. "a"' y" a.. .,J4,N.ti.ti...&t.t:�•tja ua.•,y' M .—_ �.. .....,...._...«.. ..._..—....._.. ..r_ _.� .,r_..._..... RA()1Cis To(kfo EDGE n 117"0 it 1" ()• .,)NG sMoorH 1` OUNE L • 17-0' OC GREASE lk U i ONE END. AT NC)UR S rR1PI s CLR<\ / USE I/4 x 3'--0l)D NU7 `x' )( �/ i . L GREASE (2) 05 AT 4' O.C. (SIM CUNU) d. LAk •C;UPI(:RETF SEAR -_ _ _�' )/• x 6• x 3• _ SEE PIAN FOR THICKNESS �! �NEC"v„ r i RE INFOr __ � W M w * 6 � A F— O N pow L� J4LNT ;ru57R jj COARSE GRANULAR BASE O . 00 0)O N a►m � M ?. DONfLS ARE r0 fsE SAWN (OR IF SHEARED, -- --_.._ _._._...-_ L 2" x 2' x � � C, o GRIND ENDS TO REMObf. DEFORMITIES). 3fe` x 6" O 0 CONNECTION 'B' Q a A1 _TK�N JOINT _ _ m . X �}- o • � I SAW CUT J(i" x 2` �� - �� r o O THICKNESS, MAX 25' SPACING. 1%� F•--i Gr, Ga O Qn Ol --'COQ/CRETE SLAB, SEE PLAN ` - U I FOR SIZE AND SPACING 0 `A �y OF REiNFORaMEN T ---•- W � O N fV m m M Z ,� � Oo ---- COARSE GRANULAR BASF CONNECTION 'C' -- W 7 CONTWX WX , OINT DIM NSION - `ivn� 1 (� ,� p m B A-9" d ._. C B-� PANEL THICKNESS + }!�" Q U C) O L rl__�CONSTRUCTION/CONTROL JOINTS g Q o a aa ---- .__ ____._. _ 2 WELD CONNECTION' S ____ DA4 NOT USED NOT USED s NOT USED NOTE: RFd,4R MUST 8E ASTM A706 N.T.S. - - _ �_.- 4 --- ,A4 A4 - - - — -- Ld W 0 /— �(• CHAMFER TYP. (� �(►(1 Z 3/4" MAX.-•, / --SEALANT r� 11110 1/2" MIN. / � - TOOLED JOINT O INDIDE FACE. � -BACKER ROD 000~� CONCRETE PANEL �- �� Cr) TOOLED JOINT O INSIDE v O W EDGE, TYPICAL. a �� W Z O INSIDE FACE "� + ._;; REVEALS • a � 0 ICY • _ .•y I - '7 �•y••� I I' '< J, V 1 iL�- _ ' OUTSIDE FACE I I `�- --EMBED 'B', SEE DETAIL 2 A4 V) m CER. w U t �--BACKER cc. _-4j / ROD �-- 1 1/? CI.R, U i I 1t OUTSIDE FACE OF CONCRETE 1Yi'• � +�` SEALANT I � PANEL N 3�4' MAX. ' i I MIN. - 1/Y" CHAMFER TYP. " > I I - L 2 x 2 x x S" LONG U q NUMBER OF REINFORCING - ~ r.. ^'--- Q Q BARS VARIES, EQUAL SPACING ------EMBED EMBED 'A', SFE UE rp.11 2/A4 m SPECIFIED EACH FACE o Z NOTE: Pr'OV1DE CONNECTION E" l p v iJO.T.: -•SE-E PANEL ELEVATIONS FOR REINFORCEMEN i AND TIiICKNE'SS -_ O J LL SPACED, AT 4'--0" Oj . MAXIMUM V-0" ABOVE FINISH FLOOR TO (DA4 NOT USED 1'-0" BELOW LEDGER OR (IUP PLATE) - OT _ _ _ TYPICAL PANEL LEG REINFORCING _s_ END_TO END r-, �� _ NOTE: SEE PANEL ELEVATIONS FOR REINFORCEMENT i 1/2"-V-0" YAd f�A1JFL JOINF- - - - - s NOT USED __ ,o PANEL /PANEL CONN. cn SEE EMBED DETAILS 3• = 1 -0 A4 — ��— � A4 OUTSIDE CORNER 90 DEGREES -�"—3"�1'-0" —.I NOTE: -SEE PANE_ ELEVATIONS FOR REINFORCEMENT AND THICKNESS -SEE EMBED DETAILS , W —COL_ SEE PIAN 0 /----BASE ►� �""'� --CONCRETE WALL PANEL SHIM SPACE W/GROUT �- 2'-D" x 2'-•0" x X14 DOWELS Q BLOCKOUT•-GROUT FULL - - % AT 4'--0" OC TYP UNLESS NOTED BELOW: • • / �- WITH CONCRETE BLDG PROVIDE DOWELS -- / d O 2'-0" OC O D CONCRETE FLOOR SLAB -'- / - -� SEF. PLAN R PLAN FOR THICKNESS SOUTH ELEVATION -AND REINFOk(:ING 18 , 7, NORTH & WEST ELEVATIONS t88 NORrIf ELEVATIONC) F.B. LENGTH -- - -- I 1139 EAST ELEVATION ' do 190 WEST ELEVATiGN •1`�. 1 I;OARSE' GRANULAR SASE DTH AS REO'D. � - Ly - a !- � OVER EXCA.V.ATiON Jc i" AT SIDEWALK �-CONCRETE SLAB BACKFILL W 1 ENG. FILL, 6�°` MIN, AT FG �' SEE SPECIFICATIONS, /J -SLAB REINFORCEMENT TYPICAL. T SLAB --__-`�/ #4 AT 2'-0" 0.C. E.W., CONT. 0 0 THRU FILLER STRIP (TYP. AT 1 1/2" ALL FILLER STRIPS) ____I EMBED 'B', PROVIDE CONN. l'-0' �- - COLUMN, SEE PLAN I >_ FROM EA. END OF EA PANEL v> F. --BASF 5" —FULL GROUT BED TYPICAL CN �(" x 13 x 13 - r� C>< WITH (4) X"0 ITW TRU13OLT TLFTG " MBED 'C', SEE DETAIL 2/A4 r- EXPANSION ANCHORS WITH - - ,--FOF FOOTING SIZE -- SEE MiN. 6" EMBED / F OOTiNG SCHEDULE AND FOUNDATION PLANS r�hcl4gF,•1 r s��- --- - CENTERLINE OF FTC. AT - -. tNTERLINE OF PANEL EXCEPT I3 f AS NOTED ON PLAN "J -- __ _...2'-0" x 2'-0" COLUMN = +F�F;I R. "%it,` ( ENG. FILL, TYP, SEE SPECS. DATE. f1 OT USED NOT USED64_� BLOCKOU7 K 15 q5 _ ._________ _ _ - - �� Nil USED_____ A4 A4 -- ---- _- ____ _-_ __ COLUMN TO FOOTING _ _ ,5 PANEL TO SLAB TO FOOTING A4 A4 112"=:1'-0" Aq _ 3/4"a1'- p" DRAWN BY: DMM/SLD CHECKED H'r! DRW _ REVISION EDITION 6 CLOSIN(; o DATE: x d�2IE� - - -- --- _ - ---- PLACE CONN V-0" FROM EA END OF PANEL do CONC. FRAME 2„ CONC PANEL SEE ELEV L � • �1 - -R �kx4x9 F.B. LENGTH WITH (2) #6 x 3'-0" A706 dt WIDTH AS REQ'D. BARS EQ. SPACED it,sAlN, k �ssautt ,Pc d 4+7 R+OHTS RESERVED ----------DRY PACK AFTER WELDING iNSP. rNeSE DRAy�NCS ARE THg PRMERiti MA)CNENZ+E1�/5 Ni k ApSSDCIApTTES PC(y s pA(tYND MI MIY MANIERE C)t Y, R(rytP -FULL GROUT BED TYP. PR,�R wrttlTEN PERM&vlC* Or M/SA 5F IF E I in x 9 x. 9 0 WITH (1) F-A x 4 x 9 0 WiTH (2) #6 x 3'-0" A706 __�� _�\ (TARS EQ. SPACED m A4 u ln�cdylr FOOTING SEE PLAN FOR SiZE AND REiNF. STD HOOK NO USED _-----------_ n NOT USED , ie NOT USED �- _ of e _____— _ _______ is NOT US"-D 20 SHEAR CONNECTION AT FOOTING A4 JOB N 0 oudl.Ilaom,,7204 .Iq(, __ _ _ --- _----__ __ - — " c*, SUP AS-o2^' into 29 i87 J � i _... ._.�._ REVISED PERMIT SET 8/10/95 If this police appears cle:urr 111:111 the documeril, lite document is of msu'Li11,11 I(lilll i li :. j30 X CD ' R �N�►I�JI llj�ilj�jijii �I�ijij�jl�i► .• jljl�ijl�lj�l I l�lil�l�!ilil lilifil+l ail+l ��rr n�iun nninu tmlunliuilnii nninn uiil;ml+uiiun ianl+nljlnlilui!�n�hmmnirrninnhnl mrl l�t�� aux. I" RET. T - X 6 X 1'-2' - It 60T. rYn 1,/4 kj ow a>= foa NArLs3' O.C., PLACE ONE ROW30 x N ON EA. SIDE OF A.B. --9.U ROOF CN PLYWOt1D V) no�mcyl Ln 7 N4 x TOP e f T. W/ -X"o �� EXTEND B.U. ROOF do FLASHING-1 1/4' - DOUBLE ROW OF lOd -�-- A.B. O 2' O.C. PLIES f0 TOP (, Qi x o0NAILS O 3. OC PLACk OVER TOP --- SfMPSON HCCTA 7 6 TYP.SH£A THING t, EXTEND _HOWSfiCATF(ING Ca In NONE NCH ON OL SIDE GUTTER 8x 8 ABOVE ROOFIF LESS THAN 12' " �OF ANCHOR BOt_T SEE ELEV FOR LOCATION 60 FIBER CANT-'- - I n FLASHING CLIPS O 8" O.C. / o -' -'AL1. CONTINUOUS CLEAT i � \ ELEVATfON j� X 6 X 1'-6• I 1 ' BIRD S z `�' SIMPSON MTT28B AT GREEN AT ALL 4'-0" M x ` — — --- " o 0 o C I I R-19 INSULANON DOWNSPOUTS. LT _ D.C.0 C WITH �( p J7W' TRU BO - ---- WITH SPECIAL INSPECTION LA — o 0 0 -FOR PANEL REINC. SEE ELEV. I 4xP,T. TOP JE W/ V0 A.B. I v WItH (1) ROW OF (1U) 16d 0 _ � m 1 • -,J AT 2'-0" O.C. COUNTERSUNK _ \\, NAILS INTO SUBPURLIN f-- �N - 0 WITH MINIMUM 5" EMBEDMENT SIMPSON F26N EACH END r--- -�1- Q "f OF SUBPURUfJ I + fy - • t f3wG I C� BARS -_ � (. I G .� - ♦ 186, 189 --- --(2) j1hf ! _ - -� - ---GL. BM. SFE ROOF (n O vii --- --- -CONCRF_TE PANEL. ��, - -- FRAMING PLAN FOR SIZE a � I � Cv e I' �' ` -SUBPURLIN, SEE ROOF FRAMING DAP TOP OF BEAM AS W r O ptN 1S0 ----PURLIN SEE FRAMING PLAN \ 1 NECESSARY TO ACCOMODATE � 1H7, fg8 (41 /6 I FOR 511E AND HANGER \ PLAN HINGE CONNECTOR N m^ i PLAN is CONCRETE PANEL w -6" x 6" 0.S. z 13,3 0 p -(4) /�5 a 4'-U" A?06 REBAR { __ �- P.T. 4x6 LEDGER (SEE 8/A5) Y u n CHORD TIS_ _._.,�_ --�,-- C) =a o c ------� __ _ 2 PURLIN CONN. AT TOP PLATE Q u t 0 FLASHING TYPICAL 1 , -_,'_ " _ 3 SIJBPURLIN CONN. AT TOP PLATE _ 4 SUBPURLIN TO PARAPET (D 0 x /2 D AS 1 112'-V_D„ _ - ET _-- 5 HINGE CONNECTION Q 0 a a. A5 , 1/2 1'-0" A5 ------ --- 3/4"_ o" 1 X _-- _ _ �-GLU-LAM BEAM . ,�"'-----•-B.U. ROOF ON PLYWOOD - -----•---- -_� t..LJ SHEATHING --- ` � - PURLIN �,// V.B. AT PURLINS CLOSEST 1/4 \ TO COLUMN w �I BM. SI.OPE SEAT AS _-- __ - Gt.U-AAM BEAM REQUIRED OR SHIM TO ASSURE FUS F'! 1 •�--- - O / L. RM BEAR.NG -. COLUMN Ll� h. r 1 1 ?' * A T BEAM SEAT �--- FINISH FLOOR !! ^^ N• CO � V —� x 1'-6- x !'-1' W/ r- ' i -�--.--- FOOLING � Q w (4) V DIAMETER M.B. -� L1J � �i ;�� it ��•� -� 3' VERT. SLOTTED HOLES !t 0 j ELEVATION '� ° cry UJ - �I~ 12'-0" MAX. x 1'-6- x 836 N.T.S. - m Q TOP PLATT=--- I J 1 � S.U. ROOFING OVER PLYWOOD. p SEE PLAN / ,_- - _ 16 ---SIMPSON STRAP ACROSS GL. BM. TYP. m NOTED ON NAIIJNG AND STRAPPING - SIMPSON HUC46TF HANGER � (a PLAN � :-=_.... _ _ - PURLIN - SEE FRAMING PLAN - - -- - �► X 6 P.T. WOOD LEDGER s TYPICAL COLUMN CAP �`\ -_ FOR SIZE AND HANGER � l� 3/4'=1'-0' --a., ---2x6 SUB-PURLINS. RELOCATE STRAP n -- � 0 N.W.S. BOLT 1l.'--J" MAX. (RCQ'[). BY pTL. 4/A5) 70 BOTTOM Of 8 OT USED .Q TO FIRST BOLT, THEN LEDGER AS REO'D. TO MAINTAIN MIN. --- -••-• ---- -- � --SIMPSGW V13 BRACE 4'-0" O.C. THEREAFTER. OF 6" FROM BOLT TO EDGE OF AS � � -' ''-- - .•....--. + 0- AT PURLIN LINE' AT EACH CONC. �r '�i�N SIDE OF' COLUMN. SIZE AS REQUIRED FOR GL. BM, '�r----T-----_ -BEAM, FEE PLAN 1 A5 'B--BRACE AT COLUMN ____ __ e LEDGER TCS TOP_PLATE S7UD__LOCATfON 3" s FOR SIDE 1/z`=1'-o" A5 "-- __. T F "A5 �, SEE --- 1/4 --1 0" ri6 NOT USED - -- L 8 x 4 x 1 x 12" -- - - --- tn ' A5 x 5 x 16" W/(3) VOW STUDS 1- OF PANEL ---- - do (2) #5x30" SEE 14 A/5 SIM. FOR TOP TL SEE 2/A5 l w (2) H08A W/%"0 - 1 A307 ROD C L 8 x 4 x 1 x 12" • �-----PURLIN DRAG STRUT 2�j x 19) --NFL SON STUDS BELOW '" ------ - - J BLOCKING AS REQUIRED - ->� }� x 5 x 16" WI(J) �('! BLOCKING AS REQUIRED • W/ (4) ROWS 4F �'f BEADS OF 3M5230 GLOE x6' STUDS do (2) #5x30', W/(4) ROWS OF )1"0 .Q �] BEAD OF 3M5230 GL1 UE I _ Y� -----E. 8 x 4 x 1 x 8" LONG / SEE 14/A5 SIM. ( Q ,1 �, 1 1 q OF IL T t 1/2 PLAN EACH PANEL q EMBED KNIFE S O PN'L. (2) HD20A W/1M-0 i •�/ --- I A 07 ROD - .O d 1 ull �� 9 EACH - _ ----PANEL W/x(2) 3/4"0 x h" HEADED NELSON STUDS -L O 5" O.C. & (?) #5 x 2'--6" A307 REINF., BEND DOWN 12 �-DRAG STRUT, _ 3 MIN. `* - --- ---- - �' BE R W -- TWEEN RODS --T_ z ' AS SEE PLAN �- F-OR EMBED � SEF DETAIL 9/AS ''k; - •- �--_�-+--.F} _.--- -- � ,4 3 '� ----- + }ZZ CONCRETE WALL PANEL * -SIDE x10xDFT - NOTE: TOP PLA'.' NOT SHOWN � FOR EMBED, SEE I �' � W/ (2) �(`0 M.B, 15 NOT USE FOR CLARITY. O 4_� 9/A5 1 1 .2" ', ��JJJ - A5 11 DRAG STRUT AT PANEL CORNER _ i � — --- - --BASE e A x 6A x 10° r ------ N.T.S. o N.T.S. --- ! A� OP P ;; ,� - PANEL JOINT k1 19 / i -= --R001' HATCH (SHOWN ORP, HANG O BLDG 786) 1 1/2"=1'-0" FOR 510E Ar BASO R,-- - SEE DETAIL 14/A5 J A5 ---- 18 riq BEAM TO PANEL CONN. AT CORNER -� -- - T -- -�---- A5 _-----PANEL. SEE ELEV ------ -_ 13 NOT USED C)TOPBEAM CONN. CONCRETE WALLTOP PLATE CONTJITION (SHOWN ORP. HANK AT B,DG 186) 1 1/2"=1'-0" _.___A5 ---- • — PLATE CONDITION T �"_ - 1 1 1'-0" _ _ DA-1E, 3 EMBED }¢ x 3" x tU" / / WITH 1/2'0 LDOT.S.411 IN PLACE 3/4.0 RUN& - -;� - DRAWN BY: 11 �SL9NL(L_ __ Y� BENT �' -._ _ i� DMM/SLD ROOF FRAMING �/ Ln + BLOCKING -- -- -_ - -` -_ :- CHECKED BY: I I _ 3/8" x i' x2" x8" � /c / _ r -- I � INSIDE. DIM, OF T.S., � WITH 1/2'�.4 x 3" I i LESS A' (W/ CHAMFERED �� QI LAG BOLTS ro DRW I I CORNERS W (2) � p `�� SOLiD BLOCI!ING \ � REVISION I I Xe EXP. 90L.T -- `'�. � � 4'•-0" O.C. Mh X. � � � ; � EDITION ---- TS A x 4 x �{e \ ._.. - CLOSING 'S 8 x 4 x )Se -- ' it SEE DETAIL 16/A5 FOR ( _ I SPACING CONNECTION f0 STRUCTURE _ _ �, LADf`C;7 TO---�� '0 4 t° DATE: 3 S10E - 4�' I __--- -- l`-- Rr,OF BI-YOND CLR. DOOR JAMB, ANCHOR PER BLC`CKING 0- SLOPE ----_ MANUFACTURERS F a ! i > FLOOR Yt" i --�-- -i1 JAMB AT T F COLUMN � I RECOMMFNDA HONS � ---ROOF HATCH WITH 0 LAST 6. O I 1 I i _. ____ __._ R!G!D INSULATION LA DER CONN. + D IJE--IN-DOOR �- I) e I I �`--- --- �r- �.`k ---2 x 6 TOP PLATE y - TO MEZZ. " ROOFING' SYSTEM -- 2 x 8 CLG. JOISTS- OVERHEAD DOOR •� i; i SIMPSON STC AT 2'-,D" O.C. - - i I I AT 2'-0" O.C. WITH _ --t STAGGERED 4" CAN T 5/8" PLYWOOD DECK of I II I --_- ROOF SHEA THINr, 5/8" TYPE 'X' GYP. BD. , FLAT BAR RAILS---_. 7' uAcxENnE./sAno low_„., _ i i x.'95, ALL.RIGHTS RErOvtf, \ _I \/VI�!N. AT - I \ �- �_. -_ r- _- of 2/x"6xSTUDS AT 2'-O" O.0-- 3/4"0 RUNG I I N 1ItEN71E Ai o k ASSoraATI �;. I AND I" TO USEC RE K H! DOOR ARMOUR, SEE DETAIL I -_�.__.,_._.___ .. 5�N9 11E IN ARTNI vRcxLH .,AI 1 ! 2/A.3 I -- o p �l�r M R iSsiNCEP u Tw -- I I -. -- - -- -- -- -- WITH 5/8" TYPE X GYP. BD. �. w EN RX � �' SEE I1A3 FOR N` I --' 3/4" CHAMFER ABOVE I (2) 2 x 6 TOP PLATE - i - -SOB-PURLIN I SEF I_. -- -- ------ SHEET SLAB TO PANEL- - L 4 x 4 x e x 8' LONG W/(Z) ("0 ! I -• f WITH6P gT.APLAT 0" O.C. " EXPANSION A.NC14ORS I I 2 x 6 W/SIMPSON U26-2 I I -----CONCRETE PANEL --- .r HANGER EACH END TO PtJRL1N (ASPHALT COAT ANGLE.) I I 2 x 6 STUDS AT 2'-0" U.C. R 3/8" x 2" x 3' WITH 5/8" TPE 'X' GYP.BD, j EACH SIDE I-- � WITH 1/2.0 P.B. - ___.._-__.-..._.__-------------- ,�FIN. A5 --- -- �r JAMB AT PANEL_ 0°ENING 517_F_ w 20A ELEVATION - - 70B -SECTIQfI ._ T.S. CONNECTION AT BLAB PANEL _ n ROLLING SECTIONAL DOOR __________ �e _ ELBC. ROOM WALL TO ROOF F3F 1 WEEN ON-GRADE OVERHf.Ap I,��,F�a , ;,2"-,' ;," A _-_ -_-__ �__- -_-____O_____-__-_-- ROOF HATCH DETAIL OF _ A5 3„_, �„ _ 20 ACCESS LADDER --_�___. _ ___ 6 --- 3"=1'-O” A5 3/4"=1°--U" JOR NO "IT, 29� REVISED PERMIT 8 SET i 9 If this noice :Tppe irs clearer Ih:In the document, file documc,,a is of ilLnrgin;Il qu,1PAly• I �Ctl► t �. � � I��t�t�t�a t�>��t�t�,t r�t��i�i�rlt �lil�l��il�liiPil�l��l� !Itl�l��l►�+ � �y��w 1 � � � ; ��t lilt ►i�ltni►►nlm�t�uihaihu�I�uN milm► ln►�h�filml1J�Jltm�l++nl►+ulm�timli�+rtnirltnn I ,I _.. „ A o ' .,.. .:�.i:.��tlNIiYIItLLYkwt�si'tsw iia# ..._...� ,-�&ru:.,.?',,,�..�,.a'�►._...,�e..: ,� ..:.:_bs;,Wr�;n:a.r ar.,Y ,.__. :. -----Mr`r '_ STAIR, SEE DETAILS 8,_ o" 2/r..: AND 3/A6. - �- �-_ ----1 1�4'r STD. PIPE, - PA TED, TYPICAL. -2 x 6 TOP RAIL e (PROVIDE ---7 S. 8 x 6 x --- __L 3 x 3 x j� x 6" LONG W/ (2) _ CAP C O PANELS LESS - -- ' ---- ---C10 x 15.3 �' �(" 0 H1LT1-KWIK BOLT THAN 6V THICK) --- ------4 x 4 POST, TUE NAIL END / POST TO WALL MIH 2 1Gd n / NAILS A7 16" O.C. _ 3' x T HM DOUR TYPICAL 1p ---_^_- ��1��'" 22 GA. GAe.OVER TYPE 'B' / O i – - y t ..�. '" 1•-0" 11' �8�1T • 11' - �'-6• ' A1C7AL DECK -V- - -� tl 4 -0. ---- _ -___.,_._-___ -� - Jor ,_.__ ____- __..2 x 4 RAILS WITH (2) 16d U1 CLE Ak - -E - - - ----2 1/2" CONC. SLAB OVER NAILS AT EAC,i POST W M OD w - ----- 1 1/2" 22 GA. GAL V. TYPE '3' 13 C14 - - MCI x 8.4 // v i-- --2 x 4 KICK Q -. _ - METAL DECK W STRINGER'S & O - I ----_ --- 4 x 4 POST- i oO!b - ' -- _- - O LANDING FRAME- 'r' HM DOOR tol SIMPSON H3 O BLOCKING U X N ►- 3 I CHANNEL CONN. i'I �' TOP BOT fUM O 4) �V w -- --- _ _ tADDER TO PLATFORM / -----L3 w ;S x 1 4 W - N O M � A6 � T,�IIANORAIL -- - - I / / �" A __---5/-i" PLYWOOD DECK ON 2 x 6 ---- - P.B. A T 2'-0" O.C. / A T 2'-0" 0.C. Q AT 8'-10'f A.F.F. .moi --------- • LUCKI O LOCATE: P.B. AT CENTER •` a OS7 T. -- P G ----------_SAFETY - = ( .. ''• � �"-� CHAIN _ �` r / OF ANGLE LEG) • rn x U 0 3' 6" HIGH GUARDRAIL 1 r *d1�!AI / _ r_- td M Q o I -_ A -y THRESHOLD O DOOR c C o u_ -- ---2 x 6 AT 1'-4" U.C. L_ J - -J ._--_- - -- - • ra / __ _.l _ - - --- fE 0UBLF 2 8 RIM JOIST W/ 5/8" I YPE "X" GYP. BD. r _ 00 — --(2) 12ci TGE NAILS EACH Q � I "� 0 - - END OF BLOCKING P� EACH SIDE, FIRE TAPE L,s x 3 x J4 O ALL _ - - ---- F-- c Vt O v CN LANDING DOES 'T- -2 x 8 BLOCKING EACH SIDE.. C o h e Q c .001 T.S. 4 x 4.x W/ y1 OF POST 11/ -- -----LADDER TO ROOF (( \ -- x 1 U" x 10" ASE & T - Q c C SEE DETAIL 20A/A5 c) - 14GA. uALV. GAP t _- " -- k � \ ----{2) 1/2'r THROUGH BOLTS Li.J rn � - W/WASHERS EACH SIDE ^ t PRE-FO STAIR ( I FACE OF- � i � 2'-0" N PAN W CONC. N4 O 2•-0 O.C. 7YP. ro QD ►� - 4 1'-0' FILL. -- -{2) 3/4"0 H1lTl-KWIK BOl_7S CONCRETE WALL 2,-Ow� h __ -- ----? x 8 BLOCKING EACH SIDE w 3 nv rYP. I, - - W 3 1 2" EMBED I� " 200 - - ---------ROOF SCUTTLE SEE 19 AS CONCRETE WALL- A6 r r m OF POST p / LATE 1 4" x 3" x 3" WITH tD C AS SIM (1) 3/4 0 HILTI KWEK BOLT �`'�- --1"-0"0 x i'-U" CONC rTG TYP 4 x 4 POST-- U r O C ~ TOP VIEW Q u 01 O - - - -- - ----------- -i'ROVTDE CAP PLATE - -�, - -- - v Com. a a_ $ i)TI, ECTRIC ROOM PLAN F1 FCTRIC R0� r4"�STAIR_ TO WALL CONN.- 3METAL STAIR SECTION5 GUARDRAIL DETAIL APHONt EOPM•T ON MEZZ. (SHOWN DPP. HAND O 1/4"=1'--0 __ � A� '-1 1�2w-1, Ow ----}•---- --- - ___- BLDG'S 186, 188, 189, 1!c 190) AB 112'=l'-O' , APO / 314'=I'-O' ;r 2 METAL STAIR PLAN_ �11 (SHOWN OPPOSITE HAND O BLDG'S 1e6, 185, Ac 190) 1/."=1'--0"Al_UM, SAFETY uA�' -----� (Aj \ -- -- - -ALUM V:7NDOW SYSTEM L Z ti - ----- PREFAB DBL. DOME SMOKE w a VENT/SKYLIGHT. } �� o FLASHING---{-- 'n (� , _------ WOOD NAILER \---- --14GA. TOP TRACK J `J LAJ ---•-- RIGID INSULATION. i �_-- ----FUTURE GYP. BD. � [� i..- -- S70 FINISH OjVER DEN Z GLASS GOLD BOARD --' 1 1/2" DIAMETER PIPE- , V O COLI N of SETUNNAT EPDXY OR NON V) z I SHRINKING GROUT __ Q �T M 4' CANT-------, PREFAB. FACTORY CURB R--19 BATT --�' 20 GA. METAL STUDS SECURE TO ROOF AS INSULA TION A T 2'-0* 0.C. ROOFING SYSTEM REQUIRED FOR "UP-LIFT" � J � Q FLASHING-' 21 2 1(4" DIAMETER x 8' CORE V) (� _. 1. A6 DRI L HOLE 1 :• w w ;o c SUB-•-Pl1RL1N X � _ ...-------�-==-------- f _ FG i 1 - — Q + ' -(2) 2 w 6 W'/SJMPSUN U26-2 \ --_. ._.__.-. AA � , � H NGER EACH END #4 CON T. LJ OPENING SIZE Ar 7 NOT USED _ _-- -- e NOT --SILI_ BELOW -- \ 9 BULKHEAD WALL DETAIL ,n NOT USED __� CURB SKYLIGHT/SMOKE VENT. - \.._ „ - 3/�" -D" As -- - - 1 t/2"0 PIPE COLUMN DFL.OW -FACE FINISH GYP. BG 3" -1'-0" -_____-----_-,- 1,----------,_.-.-_._ _- -------1 1/2"0 PIPE COLUMN BELOW -- 6' METAL STUDS SILL BELOW WINDOW SYSTEM -V METAL STUDS - r 3/4' ��, r` ,y--- CONCRETE" PANEL - - CONCRETE PANEL. i � ` - i _ J - }--- - --- SEALANT 6" METAL STUD WALL I _ w r i FINISH ON DENS-GLASS -- '' '1 SEALANT GOLD BOARD J CASING BEAD (FUTURE) �- r FUTURE SUSPENDED CEILING jDENS- SHIM i ---SHIM I~''� -•CORNkR BEAU (FU'URF) -- ---CLASFINISH ON DENS- GLASS GOLD BOARD. I WINDOW SYr;TEM —_____ _ I.• "__ --- WINDOW SYSTEM 1`, 1 1/2"r PIPE COl;1;tfN 9b.OW - d - -J \ -FLASHING AND SEALANT 6 N" OW JAMB _ _ _ ,3 WINDOW SILL ,ate WIND: V/ SILL -_ _ i NOT USED HEAD V 3"' 1' 0" A6 OUTSIDE CORNER \ Mg INSIDE CORNER - -" �- - -- 0 P6 r � -- WINDOW SYSTEM _--_�_---_----- -- - FUTURE GYPSUM BOARD -_•- I + -CORNER BEAD - --- - STO FINISH OVER DENS- FUTURE_�__--- GYPSUM BOARD GLASS GOLD BOARD ��, ` v f tt WINDOW HEAD - 6 METAL. STUDS -- -- ---------._._-._. CORNER BEAD- -6" MC7A7. STUDS .� /r- ••--- R-19 BATT INSULATION SEALANT `' w _ 1 ✓. (FUTURE) R-19 BATT INSULATION \ *r I ---CONCRETE PANEL � 6" N. TAL STUDS -- SHIM METAL STUDS W/ POWDER -STO FINISH OVER DENS- DRIVEN ANCHORS O 1'-0" O.C. -FUTURE GYP. BD. - _ ..- } J CASING BEAD- - ___ t� (FUTURE) CLASS GOLD BOARD 3" x 5" W/ (4) V 10 rii.K SCREWS AT TRACK 14 T.,A. TRACK). WINDOW SYSTEM + S %l SEALANT- Ir �I ~- CONCRETE PANEL DAT' 1t gt �--�1 _ ------ SEALANT C � FUTURE SEALANT -� - BOTTOM WEEP _ -' - `� 'li FLASHING AND SEALANT ---- -----STO FINISH OVER DENS- \ DRAWN BY: /i CJMM/SLD (TURN UP FLASHING O ENDS GLASS GOLD BOARD ---- ` AND SEAL) /"� �_ STOREFRONT SYSTEM. CHECKED OY: _ - ----- - ----1 112"0 PIPE COLl1MN "- STO FINISH OVER DENS-- -- FUTURE GYPSUM BOARD DRW GLASS GOLD BOARD - - - _ REVISION SHIM T7 CONDITION BELOW WINDOW JAMB 18 CONDITION BELOW SILL INSIDE CORNER JAMB. `' RETUF��! WA _ 6 EDITION ------ - - — 20 LL CONIC. PNL CLOSING 6' METAL STUDS A6 3`=1'-0" A6 OUTSIDE CORNER ---� _ — — — - - 3'-1' a' ��— -- --- _ a 3"=1'-U" A6 HFAG SIN. A6 pATE FUTURE GYPSUM BOARD tt 10.9 f STO FINISH ON DENS-GLASS GOLD BOARD _, /-----_--� OF 8" T.S. 8 x 8 x �t1 --- 1}6"0 PIPE COLUMN �- x 2'--6" ie WINDOW SILL - __ _ _____---�-- -- — -�=- �---- s" x s" DOWNSPOUT ABOVE A6 3"=1'-0" F 0'-4 3TO FINISH OVER DENS- -__ _-- _. -- \,`\ ARMOR TO EXTEND 70 I J i GLASS GOLD BOARD --- - BOTTOM OF SILL. ANGLE V -----6"0 C.I. UP 6" - . __---- ------_-.._----_-------__-_-TOP COVER PLATE �. ---O.H. DOOR \ \� MA(.XWIE/SAITO A ASSOCIATES,P( METAL STUDS + _ � --L.3x3x3/16 W/(2) "0 — 1995. AU. RIGHTS RESERVED u + f EXPANSION ANCHORS PLATE RIVETED nscs[E DRAMNG, ARE THE FRc+P`Rtt �•- -- J I _ - �_. '- PFi M ('KEN71E SALT ASSQp ATE$ ! 4 y5r I — -- 1}/" 0 PIPE COLUMN - Q Ac SOLDERED A(iwD ARE NGS��eE iI:ED Ik�n�Ab: 1 SILL ANGLE y" DocED IN ANY III Ezcrar SAI ne o f�Rl NRI/1LN PE RMI�$ION (IF MA + i SFT INTO EPDXY OR NON- -CONCRETE PANEL i. 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