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15865 15875 SW 74TH AVENUE • A ,T r , r T v t �' n y t. r l 5 M 1 y , M L1 kiwi 111111114" WIN"t tt f fig K S# y 3 ,h A 8 p E ` C 203'-0' ---- - -- — ---- ---- _ _ 50'-0" '0. --__ --— ---- ---- — 50'-0' 53'-0" I -0" 5 EQ. SP.- 19'-O" 6'-0' L1 E0. SP.- 19'-0' - '-0 -O' (5) EQ. SP.- 19'-0" '-0" '-O' S E0. SP.-19'-0" -0 -0' S E0. SP.=19'-0' 6'-O" (5) E0. SP.-19'-0' '-O '-0` 5 E0. SP.=19'-0" 9'-O' (5) E0. SP.=19'-0` -O" W t- 2 D' -- I -- j m O •4' SA4, a I LE. -1 -6" ~ t�l q \ N Oz tJ W-- w o W L.I C.O. iice_ C.O. Li .�.__•---- -1.9; j ,n Y \ SPRINKLER 5 RISERS ---� -8 /�� 1IN J \ I LADDER, SANITARY LINE AT 2 SLOPE �,1;/wit/SLm•�/ -- -W---------------W--- ---------I - I N 6 t :► I SOFFIT 7 C.O. -480-1•—. , I �.A OittstNl ,� !f -- LIG C.O. \ 1 1/2" DOMESTIC WATER LINE TIGHT TO I i 1 (Di ,0 4 ��rf�`4y 14 oTYP ROOF STRUCTURE, D ECTLY ABOVE SANITARY o -- -- - i __ •\ ,a h --' ROTARY ROOF \• i O I / VENT I 1 N ELECTRICAL - 1 �)(� f 1P / 2 , 0 I 1 ROOM I I 1 5 \, 1 1 r, - -5 1 HOSE BIB 1 I I 1 n W.L. t ` I O � .� L_ w-- ----------_W��-----------W---------------*1 I m M n I` 5 - ✓� ROTARY ROOF —. �.��_. 1 - M FIRE EXT. OS VENT - C.O. C.O. 1� ''' __ i `` --------- p S �✓ 1", HOSE gig � \`` �`` METER r` a WALL CK 7- 1 0 >-< �-.V SHUTOFF AND \ — ,T 43'-O' 9'-6" - -- - -- - -- - -----kl T -- -- _ - --- 0 - - -- O CAP WATER - - --- , ,. `e�.-� .�_._r .---- �.�J I o • FIRE EXT. / I \W. . AP W- W- -�-W- W- r re•) ROTARY ROOF _8 q a W -.Z N o \� ; S �o I-------------- ---------------------------• -------VEIVT_- ----- t� O FOR CONTINUATION �I 1 I % d.1 d � 1 /1 N w I SEE SIGHT UTILITY PLAN eo IRE FXT v " 1 1 ' C14 0- rn _- _ ------------ ---- - - --- - ------ ------------------ - - - - -4- ENTRY STOREFRONT 7 SOFFIT L= 6LIGHT -5 HOSE BIB __ — -- Typ. 10 i \ WI r ^- 4Pei (2) EQ. SP= (2) EQ. SP.= 2) EQ. SP. �,2) EQ. SP. 4'-0" -0 4'-3" 10'-9' -O W-U L F'-O" -O 10'-0" -0 -0 8'-3" 10'-9' 6'-0" 8'-O" -0 1U'-O" -0" -0 8'-3" _ 10'-9" 6'-0" 6'-0" -0 10'-0" -O" -J 1U'-O" -0 6'-0" J 9'a El - -10' 94-3" -0 -0" i I -- _--i-_---_1__ 50'-0" 50'-0" 53,-0" 50'-0" -- ----- - --- - — - - -- 203'-0" A g � C C I BUILDING A FLOOR PLAN OOBLDGA 1/8"=1'-0 DOORFLARDWARE: PART MARK DESCRIPTION MODEL MANUFACTURER- ELQ n l'/ QR PLAN GENERAL NOTES BUTTS/HINGE 81 _ BALL BEARING TYPE, 1 1/2 PAIR PER DOOR LEAF F88179 4 1/2" X 4 1/2" STANLEY N C NOTE-GEN CLOSER BUTTS/HINGE 82 STOREFRONTEXTERIOR. ADJUSTABLE HYDRAULIC (NON REMOVE PIN) FBBt LCN i46NRP 4 1/2" X 4 1/2_ STANLEY 1. SEE FOUNDATION PLANS FOR ADDITIONAL DIMENSIONS OF ALL OPENINGS F TIGARD DRIP DI 2 1/2' I URVED EXTENSION 346 A PEMKO (DOORS, ETC.) THAT ARE NOT SHOWN. CITY ...NNW,•, 2. VERIFY ALL UTILITY LOCATIONS AT EXIT FROM BUILDING 10VCd.•••• »�•' ARP Ved.................. DEADBOLT DBI HEAVY DUTY DOUBLE CYLINDER AT MAIN ENTRY DOOR 8462P SCHLAGE WITH MECHANICAL CONTRACTOR. COORDINATE ALL INTERIOR AND COndLtUOnalty App desctibt:dwr {�ny LOCK GUARD G1 LOCK ASTRAGAL N0. 184 IVES EXTERIOR UTILITY LOCATIONS PRIOR TO CONSTRUCTION. FOC only th('yy0rk 'Q LOCK L_t_ EXTERIOR, KEY OUTSIDE, TURN/PUSH BUTTON INSIDE. D53PD - ENTRANCE LOCK SCHLAGE 3. VERIFY ALL WALL HEIGHTS NTH STRUCTURAL DRAWINGS. PERM!T NO• _ S��IC(t0:FOI w.......................... I nrk ---- L4 STORFrR;NVT SI"1C F. KTY OUTSIDE THUMFTURN ADAMS clic SIS 1850A Sr!It Acr a SEE I ANDSCAPE PLFwC r�F I TIN^�^'o'*,^ ��' !�In A+"+ All "' '-7-�- ,)I{. 1 INS DL NTH LOCI•.,IUNLOCK INDICATOR. _ — OFFICE KEY OUTSIDE, TURN/PUSHBUTTON INSIDE AL70PD - CORRIDOR LOCK SCHLAGE LOCK L4 OF �0�Address:_ pate:_- STOP 12 WALL TYPE HOLLOW CENTER FOR LOCK BUTTON 407-1/2, B-10 IVESSTOP S3 By• �� ' TOP Tt SEALATTOP TOP(NTH OF H.M. DOORS ERS AS REQUIRED) 377AV EMKO IVES FL�O- LN PLAN KEY NOTES; NG LN r WEATHER STRIP WI EXTERIOR DOOR PERIMETER WEATHER STRIPPING PF114PS PEMKO _ SIGN 1 DOWNSPOUTS (D.S.) 6' TYPICAL. SEE ROOF PLAN AND SITE UTILITY PLAN SIGN1 - DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS PREFABRICATED ROOF HATCH O PANEL JOINTS TYPICAL - SEE STRUCTURAL ROOFING AND FLASHING -�- UNIT WITH INTEGRAL CURB CONC. TILTROOF HATCH PER SPECIFICATIONS 3 ALUMINUM STOREFRONT WINDOWS PER DETAILS AND SPECIFICATIONS �"-2" MINIMUM WALL DOOR SCHEDULE 4 LL u c L ON cr DBL. 2X EACH SIDE VARIES N0. SIZE DOOR FRAME HEINE LABEL REMARKS r ® PROVIDE TYPE 2-A FIRE EXTINGUISHERS THROUGHOUT 50 THAT THE TRAVEL 4 X 4 CANT STRIP GROUP v ` l TYPE MAIL. TYPE MATL. M STOREFRONT n DISTANCE TO AN EXTINGUISHER XTIKNOXHEMOUNIEDNT00 THE EEXTERIOR ED 75 F EWALLF 10 01 TD. 101 3.2,1). U 3'-0" X 7'-0" B AL. 1 AL. C2 L4 P1 S3 W1 SIGN1 - ALU S `6 PROVIDE A KE BO ( ) ABOVE FINISH GRADE AND ADJACENT TO THE RIGHT SIDE OF THE ELECTRICAL TOP OF DEFLECTION CONN. Q 3'-O" X 7'-0" A H.C.M. 1 N.M. B2 01 GI L1 52 T1 - EXTERIOR MANDOOR ROOM DOOR. THE BOX SHALL CONTAIN KEYS TO GAIN ACCESS AS REQUIRED BY THE \ ROOF FRAMING AT STRUCTURE 0 _ INTERIOR MANDOOR FIRE MARSHAL (UFC 902.4). 3cJ ( n i LADDER PER 3 '-0" X T-O' A H.C.M. 1 H.M. Bt L8 S? PHONE ROOM O7 PROVIDE EXIT ILLUMINATION HAVING AN INTENSITY OF NOT LESS THAN 1 FOOT-CANDLE - SECTION -- �" O 12'-0" X 14'-0" C STL. 2 STL. DEADBOLT EACH JAMB - (PM.) OVERHEAD DOOR AT FLOOR LEVEL WITH AN AUTOMATIC EMERGENCY POWER SYSTEM, SUCH AS AN v j O10'-0' X 10'-0" C STL2 STL. DEADBOLT EACH JAMB - (PM.) OVERHEAD DOOR ON-SITE POWER GENERATOR OR STORAGE BATTERIES, OPERATE THE LIGHTING LLI GUARDRAIL - LEAVE . SYSTEM IN THE EVENT THE PREMISES HARING SYSTEM FAILS LS (OSSC, SEC. 1012.1 di 1012.2) TOP RUNG WITHIN 4" OF TOP 3' OPENING AT ,i OF FRAMING HEIGHT o LADDER 2' X 10" (BENT 1/4" X 1 1/2") 3/4" PLYWOOD DECK NOTES: FLAT BAR CLIP - WELDED TO + 10'-0" EACH RAM. 'BATH 1/2' X 3' LAG __.—_ 1 ALL DOORKNOBS TO BE LEVER HANDLES AS PER ADAAG 4.13.9. ;i PROVIDE SOLID BLOCKING OR ANCHOR BOLT. PROVIDE AS REQUIRED AT TOP RUNG AND 8'-0' 0/C. -1-1.— _ 2 TIMELY FRAMES ALLOWED AT INTERIOR DOORS ONLY. END: � t O MAXIMUM 3 ALL DOORS BETWEEN OFFICE AND WAREHOUSE AREA TO BE HOLLOW METAL (H.M.) LGN - l BLOCKING UNDER WALL PER PLAN 3/4' STEEL RUNGS DRILLED BELSSTIBULE C) \ LADDER FEET ATx16"WOOOCOWITH05/8' 4 ALL GLAZING IN DOORS AND WITHIN 2'-0' OF DOOR OPENINGS SHAI.I BE TEMPERED PER U.B.C. 2406.4. AND WELDED TO RAILS. - CONCRETE TILT--UP WALLS (THI(J(NESS PER STRUCTURAL) I {j. PROVIDE AT EVEN SPACING -2 X 12 AT 18" O.C. GYP. 80. EA. SIDE TYP. 13" 0/C. MAXIMUM (PLATFORM FRAMING) _ -- -rt--rt-�r-Tr- 2x6 WOOD OR 6" METAL STUDS AT 16" ON CENTER WITH I-At __ WITH R-19 INSUL. DOOR MATERIAL TYPES: IMANDOOR S.C.B. SOLID CORE, PAINT GRADE, PAINTED FINISH 5/e" GYPSUM BOARD EACH SIDE. SEE DEFLECTION + — - PER SCHEDULE ELECTRICAL ROOM -- CONNECTION FOR METAL STUD GAGE. 2 1/2- X 3/8" STEEL RAILS 18'. EASE EDGE S.C.O. SOLID CORE, WHITE OAK, STAINED AND VARNISHED ��--'�'��.• O AND ROUNT) TOP 2 x 6 STUDS AT 16" -- H.C.M. HOLLOW CORE METAL, PAINTED FINISH NOTES �-��/ � LSI SPACED 0/C. WITH 5/8" GYP. _— ACCESSIBILITY: THE ENVIRONMENTAL CONTROL AND LIGHTING CONTROLS SHALL NOT BE :Di S 80. TACH SIDE LOCATED MORE THAN 54" ABOVE FINISHED FLOOR FOR A ACCESSIBLE SIDE REACH LL I 8' 0 - FlNISH ►!,IMIt A E3 APPROACH OR 44" FOR FORWARD APPROACH (OSSC, SEC 1109 2.3 6) j L.i- -� 2' X 2' X 1/4' X ?' WELDED � _-- Q /CLIP ANGLE AT EACH RAIL DOOR FRAME TYPES. ENVIRONMENTAL AIR: MECHANICAL. DESIGN SHALL PROVIDE A SYSTEM THAT COMPLIES WITH 1/2" DIA. ANCHOR BOLT 0-6 DOOR -TYPES NTH ALL THE REQUIREMENTS OF CHAPTER 12 OF THE OSSC. � z O O I CONCRETE SLAB PER PLAN TO •LOOR OR 1/2' DIA. LAG BOLT CLEAR H.M. HOLLOW METAL, NEW CONSTRUCTION TYPE W t- OR WOOD FLOOR AT MEZZ. TO BLOCKING AT WOOD FLOORQ K.D. KNOCK DOWN, 11MELY OR EQUAL, ��-� n -r---- t 1 - 1. PROVIDE SPRAY PAINT SIGN ON ELECTRICAL ROOM WALLS TO READ NO PHONE EQUIPMENT TIMELY OR EQUAL, NEW DOOR AT EXISTING WALL. (U.N.O.) Q ALLOWED. VIOLATORS WALL BE PERSECUTED. " (ORANGE SPRAY PAINT ON WHITE BACKGROUND) ABBREVIATIONS: 1 �/ (n F- LL JL 2. KEEP ALL PHONE CONDUIT IN CORNER LOCATION AND 57118 TO UPPER FLOOR. WHERE POSSIBLE STEEL ANGLE HM. = HOLLOW METAL DALE BRING PHONE CONDUIT UP IN RISER VESTIBULE. EA. SIDE TYP. STL. = STEEL 3. SPRAY ALL WALLS WITH ONE COAT OF WHITE PAINT Al... = ALUMINUM SCALE PRO,). N0. L 11 Lt FM. = PER MANUFACTURER I/8"-1'--0' 9SD73 WIS.• - WI GLASS DRAWN CwcX0 2 TEMP. = TEMPERED 1 LADDER TO ROOF HATCH SECTION ELECTRICAL/PHONE RISER ROOM SECTION FRAME TYp K.D. = KNOCK DOWN WTw A�u --� ARCH-LAR 1 1/2' '1 -0 ARCH-RSR I j74 1 - SHEET NO VLMK PLOTA S: A 4/21/98 14:43.37 Ahf N 4/30/98 11:37.1 AA. I C: VDL 9807198073A-I 830 9 4:10.5 ARM III qwA-u117!F Rl II"lA'ti?'A I01& 997�1,W74"'AVL. RID SET 9/30/96 fiEVISED PEKIVIIT SST 6-.3o- q� If this notice mmem-n cicitrer amn the TUN 0 1 unlcnt, the do,mtew is of nuuRinnl qunlitY microfilmed a TTFRPI � Mnoa�mow► _ _..._ - _. _ I! " i L 1 Iltll II I II!!I(IIlIII)UII1 LI tl tl!lIII!Iltl 'I ij{I hill I!'I L I,lill tl , -. _. ,, .,... ::. .. g;.�vv4a•a. �{:.S:F tf kY T'a't a A1,ty ,' '.....,' ;;1' a „t :' S ;; ., " .. . „ < �S1 1 pe�r 7717Y7 Su R vats h r + ��k��' : i' S, r i��r�'ad`, �� Cr�t'Ir 3•.,t R 4 K�^+� p�igg TT. � R 4 1': , , J J. r' � r f d 5`'{(.;:.-: .,'a'f'•.+ ,. ..n,^' ..., IV. ,t c • ! PI fi. rn Us .ti F� oz. A C D E SIM. �tp1 o SIM. ' 1 015ORIGON A-5 F SEE STRUCT. � OPEN WEB JOISTS I I I i I N ti I I •— CONCRETE SLAB OVER /� —COMPACTED CRUSHED ROCK s I CONCRETE FoonNc-- o'_o, ,� W o , II GRADE I =5 CROSS 5 CROSS SECTION BUILDING L X 3 N vi c'4 3 4 5 6 6 5 4 3 2 1 SIM. 2 -5 1 -5 SEE STRU li - T.O.W. : GRADE ------ --------- -- - - - - - -�I---- - --- - - - - - - - �- - _ - � � __ _ - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - � 2 SOUTH ELEVATION BUILDING A 4 NORTH ELEVATION BUILDING A 6 CROSS SECTION BUILDING B l SIM. SIM. a D S,M' E A B 2 3 C 5 -5 -------------------------------------------- -5 - - COPING �� SEE STRUC--- T, -- - ----- --_-_.-- - - . . ------------------------ ---- ----- --- C_ _.__--__.._ __ T.O. WALL WALL PACK LIGHTS TYP. PANEL JOINTS TYP. 1 14 ----- -- ---- - - - - - --- ----_ -_ - 1 12'x1/2" ---- -- B.O. REVEAL - T ALUM. STOREFRONT CONCRETE TILT-UP i REVEAL TENANT SIGN TENANT SIGN -^- TE TSIGN PANELS TYPICAL TENANT SIGN W PANELS TYP. --- -- --- -i.. 1 - 9'-0'—� __. - T.O. ENTRY � 1 --- - - - - - - - - - - - - - - - - - -- - - - - - - - - - -- - 1 � WINDOW SYSTEM Y INSULATED GLASS Y� RECESSED ENTRY TYP. SEE: OVERHEAD DOOR (TYP.) 1 FOOTINGS BELOW ALUMINUM FRAME �'ELOOR PLAN - EAST ELEVATION BUILDING A (n PER STRUCTURAL STOREFRONT ENTRY (TYP.) 1/8'.V-0 , M E D c B A � . SCUPPER AND DOWNSPOUT (D.S.) TYP. - SEE PLAN SEE STRUCT.V& r n -- - — - - ——-- T.O. WALL t/ J ---- ---- ----- ---- - - - -- ------ -- --- --------- --------------- ---- --- ------- ------------ ------ ------------------------------ ----------•-------------------- ---- ------ -- -- --- ---------- - --------- ---- -- ------ ----- - - ---- ------ - ------ --- 14'-2 L� _ ------------ —--- ----..- ----- - -- ------__, - ---- --- -- ---------- -Z7 -- -------- ----._.._.------ --- - —_ B.O. REVEAL ------- ---- - -- -- -_ -- 9'-02'NANDOW V T.O -_ e. __-_ - _------ ---- -- - - -- — _ --- - - --- - - . - LLJ 0 CENTER OF > Z) REVEAL y 2 w LTJ a cr - - - - Ll� 0 LTJ T- - - - - - - - - - - - - -. 7 _- - - _ - - --- --------------------- ---------------- - - --- - - -- - - - - - -� � -- - - - - - - - - - - - - - - �! nIx - � �- - ---- - - - _ _ --- - -- ----- -- -- -. - - - - - ----------------------------- ------ --- -------- --------------- - - - - -- - - - - - - - -� Q L- - -- - - - - -- - - - -- - - - - - - -- - - - - - - -- --------------------------------------------------- C J§ 0 W vi I= DATE SCALE PROJ. NO. 1pi"w1'-0" 98073 3 WEST ELEVATION BUILDING A DRA;1 CHECKED ARM AVD SHEET NO VLMK PLOT DATES: 2 4/21/96 14:44.21 AMN 4/3098 11:38.21 AMN or � C?: ACbAD VDI 98073 90073A-2 8 1 8 9:20.1 ARM ?^ I Ill MR-nz27 RNUP UR-n11R --- I 7017�i T'E:R M►T S F_T I sRFs A ISRIt%W 7Arn�Vi 201 19 If this notice nppenrs clearer 1111111 the JUN 0 1 20 ume , 111e document is of mnrginnl qunlitY• ill;rr,lfl�lned nl - h�+ il,�+l+�+�+�+ +I+I+I��i(�T I .TIMI ; ;�; r �� ijii+ji�ijilij I•Ij �i�I�lj��i'�(��+j'(r I P IIICN woc al - I, � �� All , f I i I i II IIIIH 1 l NI Illll till{III III Iilt! t!�lIII,IIIIU 1 l,tllji�iilu "I�td ?l..I 1li.,1 III11111 1111)sl�ll I Il !t II IMF TIMMz'T x 1 4 Yt�Y 1W : ........... r I D E F t' 38'-0" ' 38'-0' 38'-0' -. - _ -- — - -- - -- - 38'-0* _ 38' 0' _ -----r- - - -T T-0' 1 (S) E0. SP. 1T-6" 6'-0' (S E SP.�1T- -0' S) E0. SP. 17'-6" 6'-0' 6'- 10'-9" 6'-0" S E0. 1T-6' 0" S'-O' 17'-6" _ _- z 1� I '�j k �/�• m � I I _ 0 i i ti a 9 C.0}?- C.O. C.O. C.O. _C.O..{I ------ --- W- -'--------------W- - --- -----------W-- ---- ----------W------- -- W - - ---- - - W ------ --- -----W ------- ----W---- ---- 7 4� I 2 W. g OIN mf `� /' I oaiao« 4' SANITARY AT 0.0276 SLOPE `2 qti < I � t y 1♦ � VT L:er$r'v�,'I.t YAM� J>T! C �1 1/2" DOMESTIC WATER LOCATE TIGHT t< �% TO ROOF S'JB-PURLINS DIRECTLY OVER /�h ; SANITARY LOCATION I STEEL COLUMNS PER f r . yA STR(ICTURAI - TYPICAL RUBBER DOCK � ,i�nr 14.x' tilk,r i f t qae°y� 7�ft -- ---_ - - —__ __---- - —- _— _ --.-- --- -- - BUMPER a r , , R r f5 ri k\d�I o vii �' r� — � �f , Ify ` �W�77 �� .a I Ifiylkll'I�tx �. -Qy'Pl K�x��!��'3• �f�`P�t,2 y: Yy 1}' y1J11�I'� ' M1' yekla�v t' FIRE EXT. 12 I FIRE EXT. w L tlV Y+.y1Yri5 ZI ,� 1 v tp�i}yF '; a ` Ya� 1 .w. C.Q. STOREFRONT 1 J ENTRY I o - ------ I I c`�IN '• a a gtid v 1 '�s�a 1 r n . ,• I i ' 1 I O T 46 N � M ,.... � Jl N � i j�� *� � j�+r� ��'I y tl�t G i 4 r•y :I�p�"r NF 11 {p r �r f i $r�7 t , W.L. 3 m � / o j oI � - I QI \ en Acm-, 1 - 14 1.----- 14 I I U I I I 2 o I ' 10 ! I I o • �-�. I I o I of I ROTARY ROOF VENT (4) EACH i WITH CHAIN OPERATED DAMPER FIRE SPRINKLER AND 6 i LATCH FOR CHAIN ON COLUMN - -- DOMESTIC WATER RISERS , -8 G S M TER �- _ __________ _ + -. --------..- - - A- -- I At tIt ^ (o O ICIO. I 4 o 2 ! of :0 i FIRE EXDT ELECTRICAL I 1 C.4 O O ROOM I i I I O + I 1 13 0 4'-6" 12'-6" ( I FLOOR PLAN GENERAL NOTES: — '- NOTE-GEN I �` 17'-0' ;�• ------------------- � , I I W.L. 1. SEE FOUNDATION PLANS '�NS FOR ADDITIONAL DIMENSIONS Or ALL OPENINGS �o (DOORS. ETC.) THAT ARE NOT SHOWN. O 2. VERIFY ALL UTILITY LOCATIONS AT EXIT FROM BUILDING NTH MECHANICAL CONTRACTOR. COORDINATE ALL INTERIOR AND 3 EXTERIOR UTIUTY LOCATIONS PRIOR TO CONSTRUCTION. I 6 3. VERIFY ALL WALL HEIGHTS WITH STRUCTURAL DRAWINGS i - -- - - !_._ C.O. 4. SEE LANDSCAPE PLANS FOR ALL LANDSCAPING AROUND BUILDINGS. I 0 I I 1l4rALL LEGEND: 10 -4 L -w L �,a.,.... CONCRETE TILT-UP WALLS (THICKNESS PER STRUCTURAL) I f n _1r7r rI= 2x6 WOOD OR 6" METAL STUDS AT 16" ON CENTER WITH 5/8' GYPSUM BOARD EACH SIDE. SEE DEFLECTION i io 3 CONNECTION FOR METAL STUD GAGE. ry o I I I N \ I II Ft oOR PLAN KEY NOTES: � / I • 1 I Q W.L. NOTE-PLN w O1 DOWNSPOUTS SEE ROOF PLAN. Q PANEL JOINT'S TYPICAL - SEE STRUCTURAL r A Q - - _f _ - - . I 2 1 O GAS METERS TYPICAL - SEE SHEET G-3 FOR ALL LOCATIONS - -- _-- - - ------_.__� -- 7REX Ic. 6' (18 GUAGE) METAL STUDS AT 16' O/C. WITH 5/8' GYP. BD.EACH SIDE UP TO ROOF SHEATHING - SEE SECTION -- - ; T. Q I FIRE EXT. © I FIRE EXT. Q —\ 5 ALUMINUM STOREFRONT WINDOWS PER DETAILS AND SPECIFICATIONS '0 1 W _f 6 WALL PACK LIGHTS - PER ELECTRICAL - SEE ELEVATIONS - -- --. 7 EXTEND UTILITIES BEYOND FACE OF BUILDING TO MATCH SITE I o I UTILITIES - (SEE SHEET G-3) uo ---- - - - --------- -- ------ - ---- --- - ---- - .-- ------- - ---- ----- -- _ ----- ------ � rn -W -W-- W-- W _�W-- -W- W- V f © HOSE BIBS TYPICAL I .o _. _ . �, �.. _ .�_._.. _.�._._ ._._ ._.�. � C.O. C.O. C.O. X99 SOFFIT LIGHT - SEE ELECTRICAL w Uj 10 4'-6' WIDE CONCRETE WALK. 4' THICK CONCRETE OVER 4" CRUSHED ROCK - I w (ENTRY WALKS TYPICAL.) W � z 11 TITL-UP CQNCRETE WALLS - SEE STRUCTURAL FOR THICKNESS. Z� r 4 1 PROVIDE I:PE 2-A FIRE EXTINGUISHERS THROUGHOUT 50 THAT THE TRAVEL DISTANCE TO AN EXTINGUISHER DOES NOT EXCEEb 15 FEET (UFC SM. 10-1 32.1). 13 PROVIDE A KEY BOX (KNOX) MOUNTED TO THE EXTERIOR WALL 10' ABOVE of ABOVE FINISH (MADE AND ADJACENT TO THE RIGHT SIDE OF THE ELECTRICAL10 M t , 1 i I ROOM DOOR. THE BOX SHALL CONTAIN KEYS TO GAIN ACCESS AS REQUIRED BY THE FIRE MARSHAL (UFC 902.4). __ _ 1 0 1 I LU � Z -- _..-.. ..._1 - - ------ ----- - — ---._ —. - -- -- ---- 14 o PROVIDE EXIT ILLUMINATION HAVING AN INTENSITY OF NOT LESS THAN 1 FOOT-CANDLE AT Fl FLOOR LEVEL NTH AN AUTOMATIC EMERGENCY POWER SYSTEM, SUCH AS AN t D.S. .Q �I ON-SITE POWER GENERATOR OR STORAGE BATTERIES, TO OPERATE THE LIGHTING / \ t I - W y 1 � 26 � W.L. L� SYSTEM IN THE EVENT THE PREMISES WIRING SYSTEM FAILS (OSSC, SEC. 1012.1 dl 1012,2) -6 -5LJJ cy- O I � � � � I DATE momSCALE PROD. NO. ACCESSIBILITY: THE ENVIRONMENTAL CONTROL AND LIGHTING CONTROLS SHALL NOT;BE BUIL ING B FLOOR PLAN ___- LOCATED MORE THAN 54" ABOVE FINISHED FLOOR FOR A ACCESSIBLE SIDE REACH OOBLDGB 1/8 �1 -0 0 2 0 1/8 at'-0" 98073 C 1109.2.3.6 _ - ' APPROACH OR 44' FOR FORWARD APPROACH (OSSC, SE ., _ _ _ _ - - - -- DRAIN CHECKED _ D - - ENVIRONMENTAL AIR: MECHANICAL DESIGN SHALL PROVIDE A SYSTEM THAT COMPLIES �, -f- - - WI1H ALL T1•tE REQUIREMENTS OF CHAPTER 12 OF THE OSSC. S L AMN AVD --- -' --_- 4'-0' -1 1 10'-1 1 2' 6'-0' (S) EQ. SP.- 17'-9' 6'-0' S E0. SP.-17'-9'- 6'-0' S E0. SP.- 7'-9' -0 4' 0' 3'-U 4 EQ. SP.-13'-9' 61_ (S) EQ. SP•-1T-9" - 6_-0 (5) EQ. SP.,-17'-9' - 6'I O' S E0. 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A I OPEN NEB JOISTS STEEL GIRDER SftEL COLUMN CONCRETE SLAB ON COMPACTED CRUSHED RO 7 CONCRETE FOOTING GRADE � I a 5 CROSS SECTION BUILDING B K 9n•oll F A B C D E F PO h, vena°� -------------------------------------------- �,NG SCIIPPEA AND DON!$POUT COPING SEE STRUCT. n r7 .'�' $ PLN/ T.O. wM1 —� 1 -WALL PACK LION M. I ____________ ________________ rn I ` PANEL JOINTS M. PANEL JON73 M. 8.0. RE�EN � •� i IR'AT R' 1 COMCRETE TRT-UP CONCRETE MT-W p9'Af h 1 TENANT SIGN i PANELS M. - PANELS M. i T.O. EN111Y V i N 1 I I I ' x Q t 1 EAST EL WELEVATION BUILDING B NOON' SYSTEM AL It FOOTINGS BELOW UM. STOREFRONT INSULATED GLASS FOOTINGS BLOW x RFCESSED ENTRY M. SEE , ALUMINUM MANE PER sTRucT11RAL 1 A/ .\PER SRiUCTURAL FLOOR PLAN i I rs -1 -0 --- N N F E SM. CANOPY SEE sTRUCT. n 9.:. T.o.wALL � ----7---- TENANT SGN . 9'-0" n __-_-- T.O. 'MNDOW 2'-6" n CEN V - . . REVEAL - --- - ------------------ - ---- - -- '�DOCIL BYOND 3 WEST ELEVATION BUILDING B L1J 2 SIM. 3 SM. 4 5 6 0 �7 S 2 - -e LJ _ _ J E TEN T SEN TENANT SGN W [w1w1w STOREMCNT ENTRY MAN DOOR (M.) OVERHEAD DOOR (TMP.) 2 SOUTH ELEVATION BUILDING B w IOC V) 6 5 4 3 Q I �L��L_I 2Q - - - - - - -- - -- - - - LLI W ry - - - LLJ< or LLJ Ld ANN C—) 3Q vi F W onrz DOCK BEYOND - - - ----- - - -- -- - I--- --- - --- - - - - - - 15c ______ ____ _______________ ________J� gCALF ePfw. No. 4QNORTH ELEVATION BUILDING B 90073 p1AW PRg07 �1- wrw AVO 9H¢T N9 MOT DATES: A 4 IA'.AT.O ANN ./x�ro9e 11:.2.0 ANN a C: CAO ]] 900]]A-A 6,1 e: a ARM 11n•„-lxlraAxT:x BID SFr 613011e PERMIT SET 6/3/q6 p VN J f —_ . . LIIIIY -a..:-..• I 1!Thin ncll:e nPVem's Flrnrer Ihnn Thr JUN Q n l � I' '• _ un'rn1 is of mm'¢In xl qn nlllY• mICTOtI Med - Tli I•lill •lip Ipllp Ih > I 1 i i,I i ljip�. i I ljip (Ijlji it lljij I•WI I WIWIWA � f 'I I I I� i dill qij' I - Y' i If n t n r 1 1pitIM 5 , .. .. ..... ... ..... ',', ._,: - _...... .... ... :.,._ - - 1��,,. �Y± ,r � e Ver l.M ��x•- ISI d i T �f U., Z G 5 I w i I. 4 i 4 SEE A4' SEE p4 SEE A SEE -A7 �1 SEE } U 1 Z T. 0. W. LEDGER PER STRUC T. T. 0. W�SEE — S Don _ T. 0. W. T._0. W. TOP OF WALL LEDGER PER STRUCT. �f-- LEDGER PER �TRUCT. .` STRUCTURAL U11,11,11"111111 E STRUCTURAL SEE STRUCTURAL SEE STRUCTURALR-19 BATT INSULpLYW00D PER SEE S1RUCIURA „, R-19 BATT INSUL. II I R-19 BATT INSUL. PLYWOOD PERLEDGER PER STRUCT, h /PLYWOOD PER II',I STRUCTUP.AL STRUCTURAL LEDGER PER STRUCT PWD. PER STRUCTURAL !� I STRUCTURAL VARIES � � PWD. PER STRUCTURAL II VARIES II �- i 9 R-19 BATT INSUL (� TOP OF FRAMING j p /'� ✓(otttoN� ia, a ,a 1'� OF FRAMING Iji N t I R-19 BATT INSUL I COPE PER ELAN.. 'I u SLOPE PER PLANT !' -- - - - - - (I{, a h VanV CONT. CANT STRIP T !:ONT. CANT STRIP I CONT. CANT STRIP T M u Y CONT. CANT STRIP CONT. CANT STRIP I C { I cS) 4 12" x 1/2" REVEAL '�� A I!j 1 REVEAL i 12" x 1/2" REVEAL �I 12" x 1/2" REVEAL TIL 12" x 1/2" REVEAL I — -- 12' x /2 I TYPICAL TYPICAL TYPICAL \ TYPICAL TYPICAL SEE EXTERIOR ELEVATIONS j , I SEE EXTERIOR ELEVATIONS �� SEE EXTERIOR ELEVATIONS • • -»-- I. ti !'± I f __- SEE EXTERIOR ELEVATIONS I SEE EXTERIOR ELEVATIONS fI jyi _ T�_, - _ - I'll ' CONCRETE TILT-UP WALL I v _ I ; N VARIES PER BUILDING 2 x 4 LEDGER W/ 3/4" DIA. x 4" ;I� •.!III VARIES PER BUILDING _ 14'-Y NOTE: 14'•-2------ �; - ANCHORS O 48" O.C. I! __ - -. --...------ -------- Ii BOTTOM OF REVEAL i', N ' �}- SEE STRUCTURAL FOR ALL I!! EXPANSION )I{ t�i - - _ _- - BOTTOM OF REVEAL I ' BOTTOM OF REVEAL BOTTOM OF REVEAL 111 l -- STEEL JOIST AND GIRDER �':�� I CONNECTIONS TYP. !I!� NOTE: I�I �i SEE EXTERIOR ELEVATIONS I SEE EXTERIOR ELEVATIONS I. {� CONCRETE I!i : SEE STRUCTURAL FOR ALL I' GIRDER PER PLAN I I I TILT-UP WALL GIRDER PER PLAN II NOTE: GIRDER PER PLAN STEEL JOIST AND GIRDER CONNECTIONS TYP. II 'f! SEE STRUCTURAL FOR ALL CONCRE T !j �j a ' _ -- i $'EEL JOIST AND GIRDER � a�•, TILT-UP WALL !I{ II I NOTE: !jI CONNECTIONS TYP. t SOF'r1T LIGHT \ i, NOTE STRUCTURAL FOR ALL SEE STRUCTURAL FOR ALL, SEE ELEC. PLANS I STEEL JOIST AND GIRDER I�I ,!'I STEEL JOIST AND GIRDER CONNECTIONS TYP. i, a 3/4' PLYWOOD DUST 2 x 4 DIAG. BRACE O 48" O.C. !itI II CONNECTIONS TYP. I jl �L�Ih COVER W/ SIMPSON A35 ANCHORS BOTH I! II j t III "i ENDS i',± jl �: 3 N L6 X 6 JOISTS O 16' O.C. --- !iI W/ SIMPSON PR24A HANGERS \ 1S/ TXTERIOR GYP. BOARD ILII ` I ! II rr� I!! I IV i I R-19 BATT INSULATION ILII! i OVERHEAD DOOR (3) 2 x 6 HEADER I I �I I j{III ± 2 x 6 LEDGER W/ 3/4" DIA. x 4- 0 EXPANSION ANCHORS O 48' .C. i I ilI I, TOP OF OPENING 12" x 1/2" REVEAL II dl�t �• ;; It 12' x 1/2" REVEAL { 12" x 112" REVEAL � I TYPICAL II 12" x 1/2" REVEAL II TYPICAL. �� I TYPICAL j' I SEE EXTERIOR ELEVATIONS SEE EXTERIOR ELEVATIONS SEE EXTERIOR ELEVATIONS I ' SEE EXTERIOR ELEVATIONS , 9'-0" ! WINDOW HEAD WINDOW HEAD TO SOFFIT PANEL \ - \\ SHIMr STEEL ANGLE 3/4" DRIP AT ' AT JAMB BEYOND MID PANEL \METAL EDGE O GYP SEE STRUCTURAL SEALANT BREAK METAL ; III II (MATCH STOREFRON FINISH) ( I STOREFRONT BEYOND / I l) SEALANT J INSULATING GLA SII I - SEE FLOOR PLAN I t ?41 FACE OF TILT-UP PANEL BEYOND I •`1„- OIL I +�2' 6' --- - - - CEN,•ER OF MULLION - -- I I + 2'-6" + 2'-6" �- - —---- I ( SILL HEIGHT SILL HEIGHT 4" EXTERIOR CONCRETE SIDEWALK SLOPE AWAY FROM BIJ0.D G I -%OPE AT DOOR II III +I 2R MINIMUM, 5% MAXUMUM ' CONCRETE SLAB - SEE PLAN SEE STRUCTURAL ��I CONCRETE SLAB - SEE PLAN SHIM AND SEALANT CONCRETE SLAB CONCRETE SLAB. SEE STRUCTURAL i �i FINIS Q a w--- 0'-O" III . . FIN. FI_R. - -- • FINISH NIS'H FL FINISH FLOOR 0'-0' FINISH FLOOR 0'-0' 1, n FINISH FLOOR ILII . o e p eo 0 — — c7 eo �� v IiI—III p8a, opS � ° pg �po QS �' o am ASPHALT PAVIIOG o• C� 0 �o cal S 0 po• so vg j ' p8 =I �j CTI p ' " Req o+ p COMPACTUD BACKFILL AT EACH Qe "~ Q. m . n > / o a+ o. ca. SIDE OF WALL - USE CRU' IED / ROCK INSIDE pft 12 USE SPECIAL PRECAUTI0A o• _ NOTE: TO COMPACT GRAVEL BACKFILL NOTE: SEE STRUCTURAL FOR • AT O,H. DOOR • SEE STRUCTURAL FOR fLiIij, SIZE AND III • x NOTE: • \\/ REINFORCEMENT NG SIZE ND • r. \\ REINFORCEMENT -- • NOTE: \\j SEE STRUCTURAL FOR j\\.�\/�\ x',' //` SEE STRUCTS o N FOR V r n \ ♦ FOOTING SIZE r'ND V " FOOTING SIZE AND NOTE: — ' ' ' REINFORCEMENT \ \\, / REINFORCEMENT SEE STRUCTURAL FOIL /\ •, •, \\�� REINFORCEMENT114G SIZE O W C) 3 WALL SECTION WALL SECTION 5 WALL SECTION Ld 1 WALL SECTION 2 WALL SECTION WSA6-4 3 4 - 1 -0 A 5 WSA6-1 374 - 1 -° >� CTI A5 W5A6-1 3 4 - 1 -O A WSAG-2 3 4 - , -n A5 WSA6-3 3/4- - , —0 p,5 y z Wd cr W _j cif r� Q X30 �.J vi!` DATE SCALE PRO.'. NO. 3/4"-1'-0" 98073 DRAMM CHECKED AMN JT19 S,itt T NO OT OATES: A 5 4 21/9e 14:47 39 AMN 4/3 11:43.22 AMN OF C:\ACM\VOL\9D073\98073A-5 5 1 e 5: ARM rrr��1 nlnWw.ozz7knuro �zv: SIB SE's' �S��d tFE" ► ► SE" 6 3 98 11975 5W 7411A voF•10 -.. } .atm M1 r, Slt i,�S4k 1t .t 1 .v?- r r Y 3 1f 111119 notice appems clearer lhnn the JUN 0 2 200 g., anent the document is of nuu i mil ualil �T�fll�tli IIIIIIIIIIiII �II�III�I;T Tl 1� I �;l ; �I ;i X13 I Iilj:l��ijIii i �iIIIII�iji;i '�ijt�ijijilllili ► Il�lijlliii{i 11+'�Ij� 1 jt runt MMR w amok � Q { � to .-1 It t III�,I"��Iltlj 11�11lII ISIIlIjl1llil1�SII �1�- a r;s n ry 4 r a , y , .._.., ��.. ::'• - ��. ' p;;; ��.,�x.;P� ....,� .�'m.,�'¢3'wna�a;�!Ry. .! � ; 4e .. � '�9'IH�'. F•,, ,. ,z iI '',`"": :, ,t.,;, ,.N.,: ;•Yr ',,�,,,, P r. r 7 i K4 ty .. ., r.. ., .. �� ..:V'yY,x.•}avvv7^{•�� ,J i.�.,rtT"iF .: �hn V �ZZ V1 I W Q' SEE 4 4 SEE A A7 SEE A� T. 0. W. TOP_OF WALL LEDGER PER STRUCT. V SEE STRUCTURAL SEE STRUCTURAL Sql" EE STRUCTURAL �.� R-19 BATT INSUL. LEDGER PER STRUCT LEDGER PER STRUCT. I FOR ROOF SLOPE STRUCTURAL PLYWOOD / FWD. PER STRUCTURAL /SEE ROOF PLAN /PWD. PER STRUC1URAL I c PWD. PER STRUCTURAL VARIES R-19 BATT INSUL TOP OF FRAMING !� /R-19 BATT INSUL 1- II / R-19 BATT INSUL I I Z FOR ROOF SLOPE FOR ROOF SLOPE I! SEE ROOF PLAN I 1 SEE ROOF PLAN �L �I - n�j _ TOP OF WALL �, CONT. CANT TRIP TYP SEE STRUCTURAL - - i 1 - - CONT. CANT STRIP CONT. CANT STRIP T 14 II i i hil IIIIi II h, VanOu Il 'II r _ --- -- I i I i I C=-=��---`: 'I I I --___ _�__ —_ !IIII I,I • - - pp'ii�, l!!II I TT E TF I! - _ III; II NOTE: NOTE: TILT-UP P� WALL II I �I!, i.l SEE STRUCTURAL FOR ALL STEEL JOIST AND GIRDER SEE STRUCTURAL FOR ALL III ;I STEEL JOIST AND GIRDER 11 d I �II'I 'III CONNECTIONS TYP. CONNECTIONS TYP. I GIRDER PER PLAN Ilii �I� N ' j i I --------- 1.iI' I • ,I I II i I 12' x 1/2- REVEAL I I�I I i r7 12" x 1/2" REVEAL it II 12" x 1/2" REVEAL\ TYPICAL I 40 TYPICAL TYPICAL SEE EXTERIOR ELEVATIONS ii : -' ll, I Chi SEE EXTERIOR ELEVATIONS ! SEE EXTERIOR ELEVATIONS NOTE l I! I I {I CONCRETE TILT--UP WALL III SEE STRUCTUKAL FOR ALL Il ! pppp II STEEL JOIST AND GIRDER 15'-7" !j IIS 15-7 CONNECTIONS TYP. _ � Jill, jI 6 c� v CL- BOTTOM OF REVEAL Ii I' 801"TOM 3F REVEAL Ii'1 2 x 4 LEDGER W/ 3/4" DIA. x 4" II: Ij',! ilj! SEE EXTERIOR ELEVATIONS 1•!I III I SEE EXTERIOR ELEVATIONS EXPANSION ANCHORS O 48" O.C. � Ili hill: -i'11 3 V"I li,r it II II' 4lli III Q ;IIT II I ' i; d \ } it GI I OVERHEAD DOOR II I� U SOFFIT LIGHT I II' I j:III' Ilii i• C'4 SEE ELEC. PLANSN •-' is i., li a .I 3/4' NLYWUUU DUST 2 x 4 DIAG. BRACE O 48 O.C. 4I:i '''Ili TOP OF OPENING _ COVER W/ SIMPSON A35 ANCHORS BOTH I,! qh; 11, III{ Cn I I ENDS jt I 2 X 6 JOISTS O 16' O.C. 1/2OO " EXTERIOR GYP. BOARD III! ai V W/ SIMPSON PR24A HANGERS61' III SOFFIT STEEL ANGLE R-19 BATT INSULATION (3) 2 x 6 HEADEP-----� ! AT JAMB BEYOND !' " ,,EE STRUCTURAL i 2 x 6 LEDGER W' 3/4' DIA. x 4" �111 r 1 EXPANSION ANCHORS O 48" D.C. ;ill, I,l Till 3 � i� I i � Iililj i t i 12" x 1/2* REVEAL - j ( I 12" x 1/2"IREVEAL— TYPICAL EVEAL IIII 1 I;Illi I�`p, C TYPICAL I ' i j j SEE EXTERIOR ELEVATIONS I ( EEI EXTERIOR ELEVATIONS t Ili , II ,l9. % I jll 1 - WINDOW HEAD / � — — ��'• �! � 1/2' B.O. PANEL - 1 SHIM TO SOFFIT 3/4" DRIP ATO GYP SEALANT h MID PANEL METALEDGE 1 SEALANT I BREAK METAL � (MATCH STOREFRON I \-STOREFRONT BEYOND FINISH) I SEALANT 1 I Il i 1 INSULATING GLA 1 1 It I 1 1 1 II , I SEE FLOOR PLAN_ 1 FACE OF TILT-UP IQI PANEL BEYOND I fI! II I 1 Illy II + 2'-6' ------ ---- ---- - - CENTER OF MULLION --_-.----- - -- I' _ _+ 2'-6" SILL HEIGHT 1 1 I I CONC. SLAG AND FOOTING I � , PER STRUCTURAL � I 4' EXTERIOR CONCRETE SIDEWALK 1 SLOPE AWAY FROM BUILDING AT SLOPE AT DOOR 2X MINIMUM, 5X MAXUMUM SEE STRUCTURAL CONCRETE SLAB SEE PLAN - CONCRETE SLAB - SEE PLAN II Q I CONCRETE SLAB III SHIM AND SEALANT , o•-O" FINISH FLOOR GRADE FINISH FLOOR _I_I-I=_P I—II I Ur n vO.r • a m •- .oo - -� . '- . � • v ; Q C0� � artl!pOfD Q � 'oe� .. ' �0',�[ � o � � �p•��r VQoo��OQd<!7)o4 �O O.cV�o°eO gAo pno I'''!I I 0 S 0 ASPHALT PAYING ASPHALT PAG SQ Ob rCV // - i '0'� 6 �, o Qo o•. I I COMPACTED BACKFILL AT EACH CZp Will ° o• o� SIDE OF WALL - USE CRUSHED I1' A Qo oa j II ROCK INSIDE PR III I , USE SPECIAL EC UT1 TO COMPACT GRAVEL BACKFILL I 1 r AT O.H. DOOR r \ NOTE:SEE r ' " ' '�\tet• WOTE: -- jl /�� STRUCTURAL FOR FOOTING SIZE AND V , • \/ SEE STRUCTURAL FOR 4 REINFORCEMENT /\ NOTE: SEE STRUCTURAL FOR \\•�\,�� _ ' /\\/ FOOTING SIZE AND p �1 FOOTING SIZE AND NOTE: / / REINFORCEMENT ' \/�/ REINFORCEMENT- SEE STRUCTURAL FOR � \\ \ �\ Qo, •• \\� FOOTING SIZE AND / \�////� v �• \�� \\/� REIyFORCFMENTLd \��•\�\\� /\� �' • vW \�\\ w \, 4 COLUMN AT CANOPY 5 WALL SECTION z 1 WALL SECTION 2 WALL SECTION 3 WALL. SECTION ��i/��,�%�, , c WSA6-1 3/4- =1 -0 N A'� WSA6-3 3/4- - 1 -0 AU WSA6-1 3/4 - i'-0 A6 A G Lij WSA6-1 3/4' - 1 -'0 A G WSA6-2 -3/4 - le-O' a �1 V V II.,, � �J Wdo c 3 � U vi DATE SCALE PRAT. MCI. 3/4"=1'-0" 98073 DRAWN CHECKED AMIN "rVD SMT NO A 6 VLMK ►LOT DATES: 4/21,A T; 8. 4::4.18 AMMNI t�F 81D SET 6/30/le F��1 rT SET 6/31/113 HI IIx�R-11227 RIIUP 9841229 15110 RI51171,4W 74"'AVP. � -- --- 6(11°IA t�.,•¢ r. - - - c ,,., .,.. ._....... _ r .._.., i Ad' I If thin notice appears clearer than the JUN 0 : 2000 • un►cnl, the document is of marginal yulllily• 1111111111 IlI111CI'11�1�1111'(� �> F' '.,, �Y��T�II IIIIIItII��I ��I�I�T(T�. 1 �� I�� it ��i ii:{IIII ►11 l l►�I�II► iii�l(III�� II' 1 A ' l MAD[RN QgIR -- 771 — Iliflll�f',�tll�t•�11(��,r 1W III 1 II I r' l !rJ -, .• r:.. r yxe. , ,. , i - # �4 .1 —r,df r Y if 1 X4.7 7PdFN��M.: ;I.y;SXNaL 4EA^aP1.yNG; '}yngotlYt�F4A 1:'5ti kki.I;'SR�Id4S�'h9 ll 374N SU1l�1L�ry6C i7ti.Yiali a�Fltt"a•.4 ..,,r.. I :I :d.r'I �A:7: uoi-i�4M+".,2: f6' 1 � I r • r I r wig ., ., ;;::• ,.. .' L�� .... .,„,� ,r�,It`,` -7. r,a f-. ,a.� ,. :., ,.F.�. ,,. ;. r.r< ... ;•,.,,s ,:' d":+, e r GI .4, c, v �! 1 (��y�,1�� '- ... r' •I�vr,.4an'..;n.. ,: ..,., .,,,,. .,.x�... .- -.._,..�a,.i.u.:�!�•�.IE�hOYd1f14r1L'i � 4.".t6,.4._c�IY��Cna'tk,..1�aa.Ultf'Cai n..��v...lrh`'�,6r-0L��rn,SOLS,da..t�' t •L�r'(,''.,nr_,G�b��.�M1TF ,«.tFt6�Es�tiSvawlVllRK"L'• .� �M�ia�'1�t�li,.��k,-.�r�''i•_ �ct`,n�'1a5Y36� .. ��'9, v�l�lffiEr. 1 i �ja S�'>� ?�rr tL l+l�•f ! a � �, �('d ,�'�a��_j,t�1� t p i s / °��rFl �,�i'f`_ ��1 >{,,d �y��' pp{ µ' y �..1�nr !•6��^t�°� � � t! i A B 92 -0- E _. A_ �—_ 0 501-0' S0'-0" 2 50'-0' _ 5.3'-0" _ w - D.S. / D.S. // W I PROVIDE AU i10NAL BASE PI .Y ATTACHM TAT 12'-0' AROUND PERI TER f / Q PER SPECIFICATI S / o I • ` / / (20'-0' X 20'- C AT ^ORNERS) f - r CIA LAIn ot r006020 f 'I %I ,l , i ,>/ f, / � esu./V�`^�'- •+�, -7 V_n0o BUILDING A ROOF PLAN OOBLDGA C� N fw: C CANTED WOOD TOP PLATE ANDTu ' I ' r COPING PER STANDARD DETAIL W GASKETED SCREWS AT 2'-0" O.C. C14y jcl- - 26 GAUGE. GALVANIZED PRE-PAINTED c BACKWALL FLASHING WITH FLAT LOCK D E SEAMS. LAP 4' MINIMUM OVERp q 190'-0" CANTED WOOD TOP PLATE AND �/ ROOFING. ---- - NAIL TO TOP PLATE / i — - i COPING PER STANDARD DETAIL 38 IP n '-0' 38'-•U" 38'-O" 38'-0' 38'-0" II EXTEND CAP SHEET UP 12' MIN ( ) �r • ALTERNATE CAP SHEET FOR Y N w „I NAIL AT 6” O.C. GASKETED SCREWS AT 2'-0' O.C. ;I I �/ EXTEND CAP SHEET UP 12" MIN 1 �/ -, DELAYED APPLICATIONS // N a J SHOWN \`� / � '• ,// t� ALTERNATE CAP SHEET FOR a CAP SHEET O /DELAYED APPLICATIONS SHOWN I yf CAP SHEET ! �f 1 rI PROM ADDITIONAL— <_� BASE PLY ACHMENT AT a 12'-0" OUND PERIMETER ✓- ,� / PER SPS"C,FICATIONS \ 2 ADDITIONAL PLY SHEETS SET 20'-GX 20'-0" IN FLASHING COMPOUND Al Clr:: o) ✓. PLY SHEETS PER SPECIFICATIONS t Y. 1 2 ADDITIONAL PLY SHEETS SET IN FLASHING COMPOUND " \2 X CANT STRIP 4 PLY SHEETS PER SPECIFICATIONS / -- - - - - - -- - - -- -- -- - - -- ._. - - BUILDING STRUCTURE AND PLYWOOD 2 ROOF DECK "�,2 X CANT STRIP BUILDING STRUCTURE AND PLYWOOD ROOF DECK ;dr 1 PARAPET DETAIL AT BUILT—UP ROOF 2 PARAPET DETAIL AT BUILT—UP ROOF n ROOF-PR1 1 1 -0 0 - AT PARAPETS LESS THAN 12 R001 -PR2 -o° -7 AT PARAPETS 'MORE THAN 12 N / Q ! w JJ J �la / doZI{ 10 ROTARY ROOF /j •' %;' N VENT f " 24 GA. GALV. PREPAINTED COPING TOP OF WALL I I 1 ;1 CLIP AT FRONT EDGEA-7 �- - 1 W/ STANDING SEAMS AND CONCEALED 7t FLASHING W/ HEMMED EDGE w I M ONTINUOUS FULL WIDTH AND SEALANT TO CONCRETE w P DARUB L STRIP ONTOP AND SIDES wj TOP OF WALL 18" WIDE x 10' HIGH x 12" T.o.W. DEEP A :P 20 GA. GALV. LEADER R it 11 �► HEAD W/ 1/4 MESH SCUPPER x 12' ( CLEAR FLASHED — I J•- �� UPPER OPENING NOTE: STRAINER SCREEN GASKETED SCREW / SEE ROOF FRAMING PLANS FOR � ,/ ALL ROOF AND TOP OF WALL t 26 GA. CONT. CONCEALED N I ELEVATIONS I , / / CUP NAIL TO PLATE ROOF ELEV. + 1 NOTE: 1 SI c ) ?.6 GA. GAUL. PREPAINTED SEE STRUCTURAL / PROVIDE CRICKETS ON HIGH DE BACKWALL FLASHING W1 FIATOF ALL SKYLIGHTS I n LOCK SEAMS. 3" MIN. UNDER ~ GHTS AND ROOF TOP EQUIPMENT AS REQUIRED TO 1...1.._ ` COPING. LOCK SEAM SCUPPER NAIL 70 TOP PLATE. o PROVIDE DRAINAGE AROUND EQUIP. FLASHING TO ° Li - -- - ------- _--------- - -- - - -- - —- - — ----- - - -- \� 4 I, LEADER HEAD COPING SECTION BEND TRAILING - 7 ROOF-COP 1' 1'-0' EDGE DOWN INTO PAPERED PPESSURE TREATED / W I - " LEADER BOX o MATCH CANT STRIP / , / 2' NIDE BANDS W/ HEMMEDj C) - • a." EDGES 2'-0" MAX / , / FROM TOP AND BOTTOM, • 8'-0' O.C. MAX BETWEEN 5 D.S. _� / SCUPPER AND 6' DOWNSPOUT (D.S.)— ("� ,STORM DRAIN INLET 12' MRJ(. o TYPICAL. SEE SHEET G-3 FOR FLOW ■ �. ABOVE FIN GRADE. SEE PLAN 1 INTO STORM SEWER. FOR SIZE 04 CLEANOUT TYP. ALL / • -STAINLESS STEEL SCUPPER LINER :' ; Dowty ours 6 ._ ___-----__. ---_ - -- --------------------- -- ._ _.. Q -LAP AND SOLDER JOINTS TO FORM ® D S ONE COWTINUOUS PIECE. A -SET IN MASTIC AND COVER WITH , • -7 ROOFING AND CAP SHEET. >W Z Q �~ � ' w � Q •• BUILDING B ROOF PLAN �• OOBLDGA 1 -1 -0 � 3 Q O 3 SCUPPER AND DOWNSPOUT SECTION DAZE - 7 ROOF-DS 3/4 - 1 -0 SCALE PROD. NO AS SHOWN 98073 DRAWN CHECKED WTw AVD SHEET NO 7 PLOT DATES: A 4 1/98 ,4'•42.27 AMIAMNN ai 4/ 0 9e C: CAD VDL 98071 B073A-7 6 1 9: .3.37 ARM 111IP4R(1227&1111P'IR•�22R itIP44221&1 W 748.022 SET SA�tf1' P _r M i T' SF_T' 6/3 /9 S L— a dike LYW 41 ,-; If ibis notice nppenrs clesu•cr than the JVN Q {:i• A. .r umcnt, file dociunent is of 111111 nnl gnnlify• 11l cro itned IlIII��IilfJill I 1Il1i(Iifjill iji IfIgN w coin - _ i 1 � p , r y x i�i1114 s " , r { :f p # li ,• CY_C p �. A f .. ' ' 1 V �T .. 1 "�"�t�'I ''•�y 4 1„(.f "N "yr+t r,' .... ., .... ..... • .. ,.. . .. .,. .. . -. •. ,. 5 gA Z y '�'4�{ '�'aS��I JI' :,a';Lw �� WhN(•� ,�!{�"5�l',] � r}4Z't� ? 9•y�„" k., �,., d a1:1 ^;mr�1 r14 �.,•h'. � rl�'p1 t tiC I� }'a �E,;S�.r1" rl1 ti�„W, AN 1')��fr'1 * 'ug:.. " ;. �14 � I"+� _ ... r 'L"+ ��7.3{�('6 f � r•. t, ++� }5Rllh�11§uU r -, y, i�t�,4 s� :`l � `";' � � 1 r J� :�tivJ. r: ' .. _ .... ......•.. y ,. .. . .�!.;9 ,i.kti�"Is.r.,.!J;'Tst.441 1�Ir tr, �;i ..,p • �' _,ll r. ,� �J.?qa'i t. Yi ,N: �4.til I u:k��hi A.:,. r .y , r ) 11• COPING Ir ? 2vfYy� _ �„ —, — of WALL; N d 1 COPING SEE STRUCT. TO. WALL N -- — -- -- - ---- S sS - - - ------------- - - W WALL PACK LIGHTS TYP. - - y WALL PACK LIGHTS TYP.-- B.O. REVEAL� — -------------- ----- -------- �----- ------ -- ; - - - - •L- �-- 142. B.O. REVEAL 12'xl/2' REVEAL PANEL JOINTS TMP. 12"x1/2" _--_--_�_..— ---__- -- PANEL JOINTS TYP. -CONCRETE 1ILT-UP REVEAL TENANT SIGN PANELS T' TENANT SIGN JPANELS TTEYTILT-UP k, 9'-0" --- --- -- ---- T.O. ENTRY T.O. ENTRY ----- ---- -- _-- 0 Z i ,� PRO♦ 6000 OR[GON 14 <F - - - - - ------- --- - - - - - -- - - - - Vy4:• f - ALUM. STOREFRONT `d / ALUM. STOREFRONT RECESSED ENTRY TMP. SEE (TYP.)-- k. — " �� FLOOR PLAN (V FOOTINGS BELOW FLOOR PLAN RECESSED ENTRY TYP. SEE p x�y PER STRUCTURAL OVERHEAD DOOR (TMP.) -�1 ,,?y , 3 ELEVATION AT ENTRY - BUILDING B � 1 4 1 -0 •moi'" CT 1 ELEVATION AT ENTRY - BUILDING A M i a 1/4 1•-0 wd Cn e t r, 1 - s �� n W tT{ U _. C Ll O I I I O YY7 - _ 6'-3" 1 -9" 6'0" 6'-0" 3' 0" 10'. Y 3 /23'-7 " 0'-1 1/2r 4'-0a -0 -"'6-, 0` 17'-9" - — - - , Om , '��AS 1 t.•rlt�',y' I Av � 1�� ' �r r r� — 4 STOREFRONT ENTRY PLAN BUILDING B ray r r' s1/4 �' 1 -0 '+u` y + Z STOREFRONT ENTRY PLAN - BUILDING A , �F tiW I r 41 N• `� , ,' f's 1 99 -•11 ,1, et.+ �Yu lir: T �4 y�, r I t + vent�CJiNi.,5��'��JiJ I � P wr h O ul ,j y `��Sss^>v � fi�'.b�4{Is� tl � sfr' "' ,• � r -- s '.Qfyt I n TILT-U7 PANEL TYP. y I IMI V Ij, �y 1�{ry�d(1,�"•'FK�--jt" '' 1"' I}yY�ol t �. 1 t r rr i GLAZING PER SPECIFICATIONS ■ CONQ 2 1/2' CONC. SEALER A PA EDGE MULLION ♦ 1/2' x 4 LIPER SPEC. TYP. r CORNER MULLION ALL AROUND L•..� GLAZING PER SPECIFICATIOUS .ALUM. STOREFRONT W PER SPEC. Q ELECTRICAL ROOM FLAN - BUILDING B -_ -= TYP. ALL�;NO WIND W �-- 88 ALUMINUM STOREFRONT SEE SPECIFICATIONS ALUMINUM STOREFRONT W CONCRETE TILT PANEL— SIX SPECIFICATIONS PER STRUCTURAL 11 WINDOW HEAD SECTION Q 7 JAMB AT CORNER�T 9 JAMB AT CORNER ' ' '- � n " I I ------ ------------ -- - ----- W �1/'� CAST FR I ��_-�— SEALANT TMP. 1/Z f 1 1 _ FRAME SEALER SEALER AT ■ ■ INTO PANEL - CONC. PANEL EDGE ALUM. STOREFRONT F x 4- L AL AROUND Y. PER PER SPEC. I FRAME TYPICAL --- - I GLAZING ---= - --DOOR PER SCHEDULE TYP. ALL SHIM AROUND wl�w of c,o _ _ _ _ - Ll_J 1 O TILT-UP PANEL TMP. W ELECTRICAL _ > 7 Z LL*_ .____ ROOM e O ----- - — --- - - -— _ Z O r- L! LLI + 4 1/2' x 4 1/4* MUWONLji e PER MANUFACTURER '."�_�.'`-. - ---- Wig ch. ------ a WINDOW JAMB _ _ 10 DOOR JAMB SECTION 12 WINDOW SILL SECTION �~ �• 1 JAMB SIMILAR ' ' '-° 3 Q) 1 4'-6' 12'-6" i DATE I T 17'-0~ e ? SCALE PROJ. N0. a1hf L — i AS NOTED 96073 1 DRAWN CHECKED r AMN JTB ,Y6 ELECTRICAL ROOM PLAN -BUILDING A %4".T MD - A 8 VLMK PLOT DATES 4/21/88 16:32.6 AMN 4/21/88 16:32.35 AMN d� `4 4/ 911 11:50.39 AMN OF PI C: CAC 88073 98073A-6 6 1 6:55.53 ARM � as ��I J � i r u��* ',. nl rPOR.Gr_7,tnur qR-°22[ - - - $I SE?' IT Sf--V S 98 19965R15971SW14""AVI' . �� ,,iwl�"!" '.6i r �,� �� s j" r7r ;•} �..- Rf)flR t7"77r {j I k � 9 If this noticr nppeRl•s clrnrrr than the JUN 0 Z 20 ttmrnt, Ihr doclnnrnt is of 111I1 •PinN11 NIIUIIiIY• microfilmed � q��r,�, ��,� ,! ;;.��'� I r�flT�l �I�Il;�;�II�� I�I�I�IlI•) I i ►; ��► I 'i�1 i`"rlt�i , lill�ij�li�iji �i Ili��i�i��i��` `i l•�' (l 11 i{li i.'"! IIIII I' Ii I I ILII I �„�� (l.ii 1 II N 1 ill�lllll 11 1 �1 I! 111 1.Ui ILs alll �t*�* �rlrv~ I fJ d� r5 f `7 ................-------------- R MIPPPM 0 it no IBM %her% 1/4 of the total distance between joists finish of door from@$. Cantilever spans combination 24f--vO I Interior slabs: smooth steel trowel. Use extrevie cote to Wet tu nlGal Submit shop Drawings. C. auLF-RI&I jrKownsor 451 lrifab, U S. Aluminum Callter 91010 Of 00 D. 2� Material; All nititeriuIrl used for the work Shoji be now. Trade names 1. Framing system a 2 Clear qnAizod finish. 1. Design and provide domestic cold water and sanitary strietern to serve devifaJ and Substitutions ITIOY 04 approved. 2' X 4 1/2' mullions. Clas to be per layouts shown on Drawing$ crid include 5. prior to occupancy of Istillding, dalivel all isys and keying Schedule* to donate choro portal edges. Use 1/5' radius edge ILOO11 only. Patch Cirry holes of buildings, Installation the Owner. p ,,, Clair and 4uoilty of equipment the $)reposed substitution 18 1. Provide fire blocking us required and blocking ter oil specified wall 'narrow store door, a pro Cl, It in the opinion of the Engineer, cor stops, etc. 2. Doors: Kownoar. Ij.S. Aluminum or on approved offset pivots. Gil required connections active work and the '006410ut" Snail o,-.cur on a timely boala. x a review and irregularities. mounted items including ccbinsta. d Furnish complete single acting entrance with threshold, L hard copper per ASIM 8 6. Ali CLIFF a pocted to perfortil properly. All castle associated With th Remainder oil hardware Us 2, Domestic water lines within buildings to be TWO CREEKVIEW BUtilINESS PARK op000d substitution shall be the responsibility of the 9 Exterior walks: light Wish Ili width of 2, Connectorw push/pullS, loser and wouthorstrippinq. sloo. install lines tight to bottom Of root t(Omin9- provide use of a pr u. Broom finlan - steel trowel surface than a. Tie straps. framing anchors, hangers, stirrupa. courrin caps, Column specified in finish hardware finish. 88 above office buildout as indicated "JM-5PLaICA Whi ANXILLROM Prime coat tom and globe valve for such future AWWA M20. 5/30/m K. a for the compidtiun of the Contractor. surface ggliggots. bubss, etc., To be *51ITIP8011" 08 dstQ46d, 01 Q% approved. 3. Inotariction: 3. Sterilize and Mush potuble water piping prior to completion Per 1. Contractors are r irmi to submit a schdidui C1. Water line& a to receive storefront for d)ust pressure regulators as requires. I'SPECS\SPECO 71DOC work as part of their propromal. The completion of the work on a timely 1. Copper Pigs. Hard drawn, type 'I' underground piping, conforming to b. Exposed wWagute Ist" tfuw*l than woon to expose 0 miscoilungoum steel. Fully hall occording to rnonufacturer's schedule jilonce and that opening edges have boon Z an the budding Owner und consultant'll, per. Solder all )sinks and C. Curb romps - finish as remainder of walk and cross score with tooled using largest size Shown Ali boom% and joists not bouring an onolhar a, Installer to examine concrete surface A Lo Doors has a fifianci(d impost ASTIM 8-elli, Fittings shot be WtOught COP joints ut 2' D.C. 004.h way. Dicimand pattern 110 OCCOPtublO member to connect with 'U" type hanger unit" Otherwise noted. roughness, loose ma'61101. 10 Ishes" for potchin 2. At the point of substantial completion. Contractor shall notify Eiginow fittingla. even Filed and sealed. Sao Division 3 'Concrete Fin gnd E U NATURAL. GAS SERVICE gas service, motor 0 DIVIS101fill 1 (kNERAL, (1,1 writing) of the untilcipatibill @Ch*dUlO for inspection&. The Contractor sarent-mortar lined and shall 3. Formed coricfate: remove fins, patcAl voids. Grind and fill for wnuoth Is. Nailing - all nails sporcifled In the plane to be common liens unless of defects observed a wing utility company Grid aircinge fix 2� Ductile iron Pipe (DA.P.); Shrill be c tO( Allow time for curing I Coordinate with Bar a chock off I onto snail use O-ring oppeafancS. otherwise noted All haling shall comply with UBC lat's 23--l-Q. and Sealing requirements. Notify COntS hall complete his own final inspection and rainspection in conform to ANSI A21.51, Class 52. At panels placed inside face-up - light broom of at" trowel of all proprietary nailing obtain correction bsf(xe Starting Installation. store for leriont service A. (WWRAI The Ownor/EngInGer wet then make 0 11 all inspection meeting tire 4, VA-up wullw nailing schedule Obtain Engineers anprovai and regulator Provide capped too$ for future m !Ompleted wort. rubber gaskets. fittings snall be 125 pound clues. a around openings. Grind and (:It 'downside' of panels of fillers and sealers f§quksd. a maintain a 3/16"-5/16* as required. 0 pipe with threaded fittings using the Contractor's punchlist. requiremants of ANSI Cl`lO- finish. Tool edge ith serving utility I These si)ecificutiorI3 are getriviul in nuture and are intended to set minimum nice. Repair chomfOr edges and remove fins. systems. cks to be driven so heads are flush With Or- slightly b. Provide metal ShIms Ot Perimeter frOrnO I interior Systems: Black -iteel Schldule 4 3londarda fair construction and materials. 3. Services to be reimbursed by Contractor lips and fittings shall be PVC, for smooth, even final oppeorro c. Nolis at (out de -jactiont bead btit'lliscri frame and abutting surface. 5hut_Oti valve at each component. verify pressure III Quality of materials and 3 Polyvinyl Chloride (PVC) Pip*: at of point, inspect and irepoir to rid resink It needed, Immetliutellit Seal joints details Of installation Sholl, at a mininnum, comply with established 4 Ilme required Dy owner/Conoultan to after 3 weeks beyond time provided by Schedule W and shall most the requirements of ASTM 0-3034. Fill and annooth voids. After primer co recessed Into deck SUrface. Check a c. Provide aluminum and dums ut head and sill chonnals and modify line Sizes Ott required. industry and product M(It'vlal-tuf4W't standards. Higher standards, where the Contractor in him proposal for achieving final completion. 'to(%, remove any remaining detects of exposed Surfaces. before roofing orround dom and Ovd� attachment fasteners, proVids, splice @leaves On(, ture office bUlld-out. Provide tees in 41 Water S"ce: Pipirig, valves. bockfiow prevention, vaultS. ITIZ 5� Footings: Screed smooth. Do not leave tough exposed surfaces 3. sits piping for future HVIC tit fu Stated In these 3PeCIfTCCItiOr,3, in Submitted liteature, or on Drawings b Re-Inspection of punch list items that require me(* than one to hydrants. and connectkan to muln line shall be according to the rate *splatter' on other building elements. Eg. Colurinno and 3, Delivery and storage: ood delivered to the site. shall be plied off the sealant at expansion joints rit joint. Continuously seat joint ines serving unit houters to allow future connections. Workmanship Shall be rnointainsi Ot good quality by the nspection. requilientento of the governing agencies 8. Avoid conc: ofinish to match ofigirls. a, All lumber and plyw d. inske(I backup (ad Ot perimeter 310010 sealant onto ancy waft we ore and r Conoral Controcter 5 A.1tornote materials may be used ;I approved by the governing ag Rome splattisr" where occA ills, arid thOS41 extending ground and properly protected aguinst weather between perimeter frame and abutting well. Do not spread QLL%QtUa_1LLQ1M& 2 Design criteria: and the current Stuts of Ofagoll "Plumbing Specialty Code", 7. Slab edge projections (of door and window a in on 4- Notify Engineer for observation of (set sheathing nailing. Obtuin a. Root Live Load '25 ,)of (via,) outside of building �rrqll are to be smooth trowel finish. Fiturn 6 Cl approval prior to starting roof installation. Do not plug sill we"PhOlOs b, Wind 80 mph exposure A remove Oil jaiterics or other foreign materials from Surface by grinding at 5. Cutting and notching of joists nut showed. I' Diameter hole may be adjacent wall or frame fac., A CLNMAL do fully operational electrical system to Serve Oil b 41QRN__5L!lM UNE If roughness persists CIPPIY On approved concrete/masonry 4, Quality assurance; I Design end provil scribed here. indicated on Drawings and as Sailetnic Zone 3 1 icol Report. Foundation investigotiono have boon completed and Pope and fittings shall be PVC and other means. to all projection drilled in the Centel 1/3 of the maniber depth Ail Other hOi0s to be a. Submit shop Drawings showing all reinforcament altachirrient and edge buildings and site 01 do d. Suil Bactring BLOG, A - 11,50(ip,f Gootachn All bidders shall forniliol'114 1 Polyvinyl Chloride (PVC) Pipe; It where the pipe filler to produce a smooth surface. Apply clew 30rale, approved. ricutlon serving utility company. verify Bar-ice BLDG H 2000put dead & live load aye ovadoloto ut the Er,ginser's office. shail meet the raCtriliroments of ASTU 0-3034, excep On surfactle following manutucturer'n directions. (See Division 7 conditions to., Englinggir's approval prior to fob cribly including frames, ddga squired by applicable codes and . to bidding. themselves with the subsutfcco and site conditions. covet is to be less than 15'. U36 SChCOUIS 40 PVC'Co "Concrete Scaler'). B. o Guaran too water and woothertightntitso of cis" r9quiromonts of pro)ec-t and utility company prior a and niechrin-ral _CQQU�AND_5LAMMU 2. Acceptance at site. bidders shall inspect the site and be familiar With 2 Cor.crete Pipe Non-roinforced bell DOC! Spigot Pilot nforming to window trainee Rh011 _EjNi&i_CAaFULMY .90(tirint and qla;ring for two years. future tonants 1. Uniform Building Code __ loss 3, with rubber gualixoto in 8. Opening edge@ in jilt-up walls to uccommodute door or ally oveduid plywood tyV- 303 OL. 2. r, i,lJa 3�'tzib!s aiiiZt-cl ,,vi(.o for lighting, outlet 1994 Edition as amended by the State of Oregon typical conditions In the area and the conditions under which the work Is Exam" surfucits. and remove 1 Plywood aiding! 5/111" thick medium, don galvanized cojing or finish c� in the pro6enco of Engineer's and Owner a 5PIuY klurt equipment as provided in trim 1310011cil, and to accommodate Oquill O.S.S.C.) to be performed. The site *hull be accepted in its existing condition and ASTIM Standard Sp-ocification C-14 C be smooth and free of loose material. to Install over building paper with countersunk a and fill ail units to demonstrate watertightness of complete installation, 460 volt 3 phase power with 200 strip 2 Contractor to comply with CIL confined gtooves. ver is lose than 15') hub and t Apply approved concrete/masonry fillel nalls. Space sitting panels /S- minimum at jiojnjjs� Seal joint Utilize full piresaure stream from domestic water hot* and nozzle, Erich tonont spuce shall have 0 BtOte and 1-01 codes. o(clinOnLoo and no claim Shall be made for any visible condition not shown on the 3� Soil Pipe: (Traffic areas whore cc iol once and foreign mototial, rface. Apply clear Scaler to A I capacity.] standards. Orowings. spigot zust Iron pipe OF Schedule 52 ductile iron boll and spigot fill any pits of voids and produce smooth so nail incantations flush with surface prior to poititifig. directing stracm at head. 3111, jamb and mullion members from 4 foot 3. Work to Include main distribution panel within electrical room of each 3, WhOrOvOir Codes, ordirionces. Ion use. Contractor shall OXWCI" LOUtion In the use Of the --74. with rubber '0' ring gaskets oil edges per Division _/ "Concrete Sealer". 2. Wood trim (c)(twiO01 Western Red Cador. S4S K.O. A Grade. distance. perpendicular to tripling face. Allow o minimum of 30 second r and provision for future tenant maters in liltandords, etc,, ore referred to in this 3. Construct with fittings conforming to ASTIM A storefront. Mark Oil building with house trials site, particularly when subgrude motor tote (Ire moisture sensitive arid wet in confined grooves or, with compression type gasket fittings. Tli 3. Wood door frames & trim (interior): B.G, Herniock-Fir, C & better. K.D. duration for each 4' section of window or electrical room. mj)jy with the totest rulGis orid regulations of the SPOcificOtIOn, it shall be oim,rned to be the latest edition unless Contr _AKa_L&M2A JOINTS observed looks, correct defect Ono schedule retest for verification of otherwise Specifically identifted. actor shall make SpIliciOl otherwise showirr Houvy conditions exist ;n the gulogrods. stent with the requirements of the 4. Perfo(utod Pipe: Corrugated High Density Polyethylene (HDPE) C. _(;�MMQL orlor walks as follOwS unless 4. installation Shoji cO utlonal Electrical Code. provisions for construction access canal perfoloted pipe and shall most the requirements of ASTIM F-405. 1 Provide joints ft' Oxt correction. codes (including, but not limited to, the N C. Q��t project and so that iii con proceed under normal Weather conditions. Galvanized Stool Pipe: Shall conform to the faquiremento for ASTM �3/4') tooled )Dint 0 5'-0' O.C. cracking Saw to pA1Q1LQ1a_L,_ML_AaUt ADON National Fire Code, Life Suf*ty Code, Uniform Buildinq code, occupational I a�5 Contractor, shotl be responsible for correcting damage to the subgrade A-102 Schedule 40. with a hot-dip galvanized coating inside and 2 Saw joints where required (see plans) to be sawn prior to Ith Adroinistration) of the slot* and local authorities rsf*rr to bid instractions for 'Alternates" requested with 1/!5 slab depth as soon as work con proceed without raveling. MLMd8ABL ROCIFINQ 0. GLASS and Wndows� J* insulating gloss. tempered where required by Safety and Hoe activities. Contractor shall be solely rimponsibia A I. Storefront having jurisdiction and service utility companies. The Contractor Shull proposal$. set straight bar that mall, C_ C,I N J2# Cant CICtOrS may (31*0 submit proposals for use of other caused by construc6on ethods and cost outside. lameter, and 3. oors plastic strip (zip-strip) control joints are allowed, '&) % alternate materials and methods for approval. ntract) for the rn Shull be of the type, d zip- 1, GE14ERAL do. furnish, without extra charge. any additional inaterials and to Allow minimum of 5 joys for (unless otherwise provided for In the Co. 6, Corrugated Metal Pipe (CMP): cal, Use 0 guide to form joint (slot) In concrete to PlUc* ass built-up roof IY$tcm (base. ply co reflective coating even 40 review of proposed ciltornatert. visions to Specified System$ to at Corrugated. and wort a, Provide a complete 4 ply ffbergl 2. Exterlur Glazirig Color Medium Groy. no rules and regulations. 6020 fly construction access ruuds, added pr gouge indicated on the Drawings, Pipe Shoji be frolic strip. and cup) with Oil necessary accessories - Color, Clear or tinted to match windows. Do required for czmptiance with theme town, 2 'Options" shown on the piano may be used at Contractor's, discrotl a'. support construction loads and for COrTOCtiOn to site Conditions and/or Pipe and fittings ends shall be annular for a dietunce of 12 Where keyed joints are required of allowed, follow 3. Doarw 1/4" tempered y code. though the work is not mentioned In theme apt cifications or so shown art 5 See instructions to Bidders tor provisions relating to 'substitutions,' installed work that Is damaged by construction activities. Contractor inches. Pipes shall be connected will) 12 Inch Wide annular 4� Keyed )Dints 2� Quality AssurCIFICS 4. Railtes: 3/16* clear, tempered where required b the Drawings and shall provide and pay for oil permits required. precisely the key configurations. Use promolded plastic key% only if Roofing SubContractor to be certified by rucifing itystern manufacturer Do not Include in bid propooklis Only Substitution* not prewtousitt approved shalt pion construction activities to prevent ond/ur mitigate damage to corrugated coupling barrids and 1/2 inch thick by 12 Inch wide rubber configuration is maintained. -site pro-roofing �Ohference with GREGON bf the Engineer except cis additional 'Alternates*, listed separotritly on site. gaskets. Marc doweled joints are requited or allowed, take b. SubContractor to schedule on tier.. Root deck auge 2" thick, flush sectional Doors to be 5. Doweled joints. Contractor and Engineer prior to beginning In:Aallo 24 N the proposal forms. 7. Corrugated Polyethylene (ADS N-12) Pipe: For pipe diameters 1033 C vertical 1. Stool sectional ac%or: B. _gulwiy -ning to AASHTO M294-851 and F677-85 Oregon State precautions to mClIntain square alignment both horizont 11 and cross- high lift to maximum heigir t allowed by roof Structure. or vartical jilt GENER _,QONTR rienced with the type Of work and conditions where than 24", Conlon All dowels material to be saw cut or ground stinciattl to maintain nailing to have been rnvistwed and approved by Engineer. up or be rabiceted for complete weather N allo AL_ANLX.CL& CQNDITI JS I Contractor is to be expe Plumbing Specialty Code and Provisions of installation Standard I-A- )y roc,flog Inspector SubContructor to coordinate where pousible. Roils to ovarl General Conditions as publithwil by the American Institute of Architects the wxk to to be performed. Contractor shall be responsible for the section at ends. slab control joints with c� Owner may ernialc tightness. selection of the materials aria mother- for occompillshing the work. 86 and ASTI 0-23211� rid 30 inch high, 6. Epoxy Filled Control Joints: Fill all sawn floor schedule for Inspector's Visits. ation for doors to 10 foot high- highs' door* to be operated (AIA Docuntent No. 201) 1987 Edition, shall be part of the contract the Catch Basins: Shall be 24 inch round or square 0 epoxy. Product to be MM-80, Euco 700 or as approved. Fill according to d. SubContractor and system manufacturer to provide 2 your unconditional 2. Push-up OPO win Sairic (is if bound heroin. Copies are uveilable at the Engineer's office. Speciai attention is directed to the concitions at the time the work is to with 28 inch square standard cost iron written guarantee against oil defect$ in rhateriats und/or workmanship. with smooth link chain. Chain to be free of protrusions. Furni chain unless otherwise Indicated, following instructlons� anchor to hold door at any height. Modifications of General Conditions (see also "Instructions to Bidders' be performed. to slab on grade to be within 0.06 grate and hinged drain access plates for clson-outs. all as pgjay instollatitin of epoxy joint filler material on long 08 3, Material and Application under separate covw) 2. Finish subig'ade for paving and LOnCUO Inc,. or by Gratemanter white mineral cap sheat. 3. Counter-oclance with toralail spring. Spring type Stops. ArCt Drawings. Finish boom rock for manutactuted by the Lynch Company, practicable. but not lose then 6Q days after initial placement Of slabs a. Class A of 13 roof system 4 ply, fiberglass, 4. Locking device: dead bolt each jumb Witt) padlock provision. foot of grades and contours shown on at. Verify Ironworks. Catch Dosing to be constructed of 10 gouge steel and to Wherever the word -iitOLt' is used. it shall be understood to rri radO shall be plus or minus 0.04 to 01' directed by Engines. U, Approved manufacturers and assan"I 5. Finish: zinc-coated and factory primod. Cn Engineer. paving and slab on 9 me of work. be asphalt cooled after fabrication, b prior to fitting joints. remove temporary backer rod. Clean )Dint c. Conglas NID-24A--CAP 6. Weather stripping, Full bulb typo '36131 at sill. nel Article 2 2.5 Drawing, Grid specifications Twenty sets of controct compliance with Engineer before proceeding with next phi 9. Downspout Drains: Verify locations and special requirernstits with interior surfaces by re-saw-19 with dry blade, and blowing out Oil -41 documents will on provided to the successful Contractor Extra sale Failure to do so will place resporisibility.for correction upon Contractor. building elevation Drawings and with roof plans for downspout ornpreased air, augmented by mechanical scraping as 1. Roofing A-4-M-3 des shown on Drawingst. loose debris with C d Schulier/Monville 4 GNC F. aQX,_tJi�1Qh Article 3.5. Contractor to wor:,ant and guarantee all work within this 4. Notify Engineer for observation of compliance of aulograde and fill with problem. necessary to remove -4 desired by the Contractor shall be paid for by the Contractor 3. Place stakes at all locations of spot gr location. Adjust location as needed to assure plumb vertical stubborn Particulates. a, TrI-Ply N -82P-M 1. Bilco or OUR-RFD (no substitutions) 3-0' x 2'-6- ladder access rOO.' c a( Subsequent flit downspout run. Notily Englnoor at any discrepancy or other uro. Flush for weather tight installation. contract for a period of one year (or longer whore Indicated in these paragraph 2 above. Obtain approval prior to placement Drains In paved areas to be cost Iron Sam pipe or Schedule 40 PVC. c. install epoxy Joint flilers as follows: ing pourable. I, Int9c/pormogtos M--84TP-N Scuttle. Integral insulated r 1, mix epoxy in quantities that con be used while remain and paving "PW SIORMDRAJN' Series 46 with 80% q. Malarkey M4-WJ-AHA-H Cft specificutions) from date of substanUal completion as determined by - 10.0raino in landscaped areas may Do tall epoxy in clean joints (do not partly rill joint with Bond or th manufocturer'3 Provide clean-out Ot 2, In Allow to sag into Jiuln'. h. Alt work Shall be In Strict accordance *I Engineer. Nothing in these do,-.urnents shall be construed to reduce, compaction arid with compaction verification. oether filters) to level near top of slob recommendations and Cis further rsquired In these specifications, 1. MATERIALS abridge. or limit iny other warranties. explicit or implied. C. _LLLARftG_AhQ_aM1PF1UQ c se brunch fitting with threaded plug for clean III requirements for protecting ex'sting vegetation (trees, atc�) 3. Repeat filling as loquif6d. Overfill slightly on the lost 4. Attachment: 0. Butts Stanley 6 Article 3.1.1. Permits. fees. licenses. The Owner will pay the pion 1. Revie Ou t. application. roof deck.. Only an approved check ties and nudding permit fee. The Owner will also pay (311 sysiltem befor-4 start of work, See Sanitary Sewer Lines. . Leave top slightly above a. Base sheet to be mochGnically attached to Do not b. Closer 2. Notify Engineer Immediately it unusual conditions are encountered. ll.Manholes and Cleanouls: 4. Sand smooth using care not to 3cor Slab Milan Sheet May be Used to prevent adhesion of base ply to deck. c. Locks Scrilage, Levan a( Rhodes Design development charges, sewer connection and water mater fee. The Contractor 3 Site shall be cleared and stripped of all vegetation. topsoil. ,rid organic floor level (1/64" ties ply sheet for this. modified bitumen d Flush Bolts - Ives C-4 shall obtain ail licensee rind pay all uher fees and permit charges (such Remove and ispose Off-site unless specifically provided c. 'ANITARY SE -LILNU bolt and spjju� ipe conforming to During months of November lhru April. substitution Of a. Cylinder - Schloge as electrical, Plumbing, and HVAC permit and inspection charges. and materials. Ir Concrete Pipe: Non-rainforced ALLR base sheet is acceptable if approved by Engineer and system otherwise on the site work plans. Stockpile topsoil on sits, that iw handed kSTM Standard Specification C-14 Class 3, with rubber gaskets In 0. starting installation. f. stops - Ives ,connection costs). do & Weather Strip C14 I Article 7.3.3 Reasonable allowance for Overhead and profit shall not tall later use. confined grooves, 1. Preparation: All forms and excavations to be moistened before placing manufacturer, Obtain app;ovols prior too Comply with S[mCO or BIERRY'll q. Threshol exceed 109 for Contractor 4. Remove all Stumps and roots over I* diameter from oil tOPSO3 for 2. Polyvinyl Chloride (PVC) Pipe; Pipe and Fittings shall be PVC and c Staple tape attachment of bass Shoals I tri, Push pulls & Kick plates - TICE �55 Or Sub-Contractor performing work or supplying It where the pipe concrete. S I. coordinate butt size with requirements of K.D. Frames. landscaping use. Shoji meet the requirments of ASTM D-3034, excep 'Spartan-Cote' with 14% Solis or approved. yetchns comprised of 1/4' wide nyon tape and 16 gauge staples with ,noterio13 and shall not exceed 5% for Contractor or SubContractor passing cover Is to be less that, 15', use Schedule 40 PVC 2. Curing compound: Surke 7�16* wide crown cnd 7/5" legs. Minimurn fastening to be with staples Ail hcrdware to be U,S. 28D (626) finish (Solin Chronic) ti)(Cclilt where cost along but not actually performing work. 3. Execution; 9 D.C. at tapes along each cente4no of each felt strip. 8 Article 7 9 Arbitration sholl, be optional by either party on CiOlmS Over D. _J�&QAYAP_Qh Shall be fabricated per ASTM C-470 and shall be be with two coats curing compound. d. Fastener number shall increase 50% within 12'-0' of roof perimeter otherwise noted. tings. piers and Slabs to size3 and levels shown or 3. Concrete Manholes. a, Slabs on Grade: Seal lntsriO( ?IQ f Lit 2. KE'YING S1.0,00O.oO. 1. Excavate for too at to minimize soil disturbance. 48 inch diameter (minimum) with a 3 foot eccentric cone over Apply first coat immediately after slab is finished. Spray edges Or, edges and 20'-0' at carriers. and within 20'-0* . 20r-O' area of rou !yed to a single System. required. Utilize straight edged buck standard secil More manhole dapths are not adequate for cone*. and coat at perpendicular to firs! a. Locks of all doors shall be master ILL rior to keying >< 9 Article 9 Payments end completion. Payments t, the Contractor may be m Apply sac to with Owner p < kop Clean oil footing excavations of loose aterfol by hand. Use standard cost soon 0% forms ore removed. projecting building corner . b. Prepare a keying schedule and coordino LA withhold by Owner during the course at the �lib if the project Is not t and compacted as "Engineered fill' use 8 inch thick �State Highway) flat top Slobs. oncy. Floor is to I reinfOlictinhent Plies Plug cap at oil Cents. curbs. 2 All over-excavation a ;ran frornes and covers for storm and use watertight standard cost coat when all trades are finished just prior to OCCUP 5� Provide two additiono locks. free of liens. Such paynn%nks will be pfoptly released upon remove( of specifications as tooting concrete. be cleaned and hydro-washed before second coat. vents and scupper openings. c. Provide a minimum Of 2 marked keys for each lack in buildings, each a such liens. or with concrete to 30MG soft spots resulting fronn ;ran frames and covers for sanitary sewers. D� Wells (light broom finish): Seal concrete tilt wall panels with two 6. Before laying base sheet, cover ail exposed metal tie straps Witt' piece of master and grand master. Deliver keys, with permanent keying schadul excavation is required to rem eve 0 1O.Property insurance. Article 11.3. Contractor shall maintain the builders 3. if over the Contractor shall C Corrugated Manholes: Shall be of the same material, gougs, and coats curing compound. Apply first Coot immediately after bleed water cap sheet material (granular face down) showing key nri and doors operated, t owner prior to occupancy. > tall risk insurance a,* provided in Articles 11 3.1 And 111.11.1. Maximum conditions beyond the control at the Contructor. coating as the corrugated pipe. andiculor to First coat after firot that Conditions at the tImQ Of receive additional compensation. Notify Engineer before proceeding. a gone. Apply second coat perp When wea deductible shall be not more than 1% of the contract amount except that it ectol, requirements 3 Execution. Ili the storm and sanitary systems coat has substantially drIod. Second coat must bm a a 7. Cop sheet - delay in installation. 3. H.ARDWABL_WAfXlULL_Sair Arch112rW19LJk9Wj1= 11 4, Soft spots created by the construction activities and Sill o Sewer Clean-Outs: Shall be installed roofing do not allow for the Instc1latiOn of the mineral surface Cap DIMSiONt need not be lose than $5.000 00� Con?ructou shall be responsible for a for the construction process ore the responsibility of the Contractor. as the first coat. Apply curing compound to panel edges aS SOOn 09 In a continuous operatim with the 2 Ply ShOets, the installation losses (cost) due to deductible. where noted on Drawings (CO) and where specifically required by the forms are removi-ad. sheet. I tie delayed until good weather conditions and then as paragraph 4* above) Clean-outs in exterior paved areas shall be JOSAM of the cap sheet shall A. below base of footings unless governing code. Footings. single coat. Apply as soon as blood water is gone. et be installed only when roof is re-Inspected and approved by the Engineer. 1. interior board - 5/8' thick, U.S GWsUm or Kaiser Its and within 4' of C-4 -100or than 2:1 slope OCC-339 box with secured cover. anchoring tote option. Any concrete may be w Generally, it will be required that the Cap sheet Installation h4gin only 5. Do not excuvate r 58860 heavy duty cost iron 4 Wet curing/membrane curing: Controc a. Water resistant board - provide at restroom *a approved by Engineer. ved or required for the project to be Manges, and cost Iron clean-out with serrated cut-off sections and nbranv cured. subject to approval of the process by the Bidders shall exomine the site where the work in to be performd and square by 6" thick concretc- part cured of met after 7 days minimurn dry weather and good drying conditions. sinks. ascertain for themselves all of the physical conditions and restrictions 6 All excavated matef�cil not QPPrC1 vstrickpped mciproi cis thron-led hronza plug Provide an 18' s Lngineer. (Eg, Footings may be cured by covering tightly with visqueen) for more than 2 weeks. apply a light x Board - at firewalls, Separation walls and dennising walls and as They will also make Grc',,i removed ill no additl cost ,��rorip nti around the ClOOn-OUt - Take spe6ol precautions as 8, if Cop sheet is delayed D, Type U-) submitting price quotations a 3 required to afford weather protection. 5. Hot weethar"cold weather procedures tions to achieve proper finish and Obtain approval prior to starting installation. otherwise indicated. m Board, 1/2" thick. examination of the plans, specifications and other contract docum nt In d or 3/4 inch appropriate during adverse weather condi Forecasted 2. Gypturr. soffit board - U.S.G, Exterior Gypsu inform themselves as to the quality of materials. b. Bedding: Bed all piping on a 4 Inch thick joyer of son curing. Review placing procedures with Engineer when 24 hr B. Ode and fasteners 03 requited. emissions or in doubt as to the true E. _LLL_M6TFRIAL5 AtiQ-1halALLAII& k. Inspection of the excavated trench by the Engineer above 80 dog. F In addition to ACI t metal items to comply with SMACNA 3. Accessories; Provide metal corner be Bidders finding discrepancies. 1. Notify Engineer prior to the start of all Engineered fill work so that the minus crushed ror Grid for bedding. temperatures are below 40 deg. F or installation of shee meaning of any part of the Drawings specifications and other contract u Obtain compaction may provide for the use of.compocted native mat r a,:am prinkler on all flat work when t Fabrication and Provide square metal edge beads at all exposed board edges and where documents, shall notify the Engirtoot- .In sufficient time to receive 4 lograde condition and flit material con be inspected. Provide Owner with deductive alternate fair use of native bedding merided procedures. provide water 5 ..Airchillecturol Sheet Metal Manuel' latest edition. inted with abutting dissimilar materials, ,oats if required. material. Bedding shall be removed to the necessary depth for piping temperatures exceed 80 deg. F. 2. Coolngs: Typical copings to be 24 gauge galvanized pre-po 4. Provide 3/8' gap at Oil fire wall penetrations for caulking. clarification prior to starting any work. 2. 'Engineered fill$' on-site materials, free of organic material. may be factory applied thermosetting acrylic, color as selected, or painted as 3 The Owner will not be resiponsible for any loss, or for any unanticipated 9) subject to gs to maintain contact of the pipe on the bedding for 5. Fin!3h t all soffits and Interior noted on Drawings. a. Tope. fill and sand for smooth finish 0 used for structural Fill (under buildings and paved area its entire length. 'Ing, vents. etc., to be 26 gouge Of as noted an ccits which may Do suffered by the Contractor in regards to conditions maintenance of a props( moisture content and obtaining required c. Pre-cover: Cover the pipe to a minimum depth of 5 inches with None 3, Ail down Spouts, flOsh shop primed or pro-poInted. exposed Surfaces except as noted below. pertaining to the Work, including conditions that con be seen on the site compaction. compucted sand or 3/4 inch minus crushed rock, Inspection of the Drawings, galvanized and cinless Stool Seal jolnt to W-311 b, interior walls at warehouse, electrical and riser rooms and walls above and/or are described in plans. specifications, geotechnical reports, 3. Select fill: excavated trench by the Engineer may provide for the use Of Compacted DIVISIQU_tL---bALT& 4. Through wall scupperj to be 24 gouge at ion. Finish ceilings to be fire Wood 0111Y. surveys, etc. that ore ovallobl to the Contractor (31 Under building and footings. 1 './2' (-) well graded clean crushed rock native material pre-covor. Provide the Owner with deductive alternate 5 all around. Visible portion of scupper to be peinte after installot 4 rhose specifications may include material and/or performance dad to (less than 10% PCs ing 200 sieve). for use of native precover material. A. ._QEtJLRAL embers to be fabricated and supplied in occordance with Guarantee \voter tightness of roof flashing, copin93 and scuppers for two B. PAItif specification@ that may not be part of the contract, but will be nee Bos:course of 1-1/2' (-) well graded clean crushed rock ck fill for site utilities shall be placed in layers 1, All structure! m ibmit shop Drawings of columns and years. 1, Manufacturers: coordinate Work by others. lb� Under paving: passing 200 sieve) of depth shown On plans. d. Br-k fill: All be AISC Stando(Cis, latest edition. St. 6. All sheet mrstat work to be installed in anner to mal-.tain weather 5 Contractor shall coordinate his work with the work by others to provide (less than 10% ench buckfill rid compacted as required by Division 2, Fill materials and scalloneous steel. a finished. amooth. unwrinkled appearance. Provide a. Pittsburgh r, Trench back fill. Unless otherwise specified. all tr installation. mi tightness and provide (OL.ter) fac of copings. b. Miller -ninimal delays to all parties. the level of c. Rwdo design and Shoji be 3/4 (-3) well graded clean crustred rock. (Loss than 6% Following bock filling, grade trenches to concealed clip at front earn at back wall 6 The General Contractor in responsible to provide all passing 200 Sieve). a. Grading: All excess soil shall be disposed of off-site, B. MATERI standard Shapes ASTM A-36 except as noted. 7� Joints to be standing seam at copings, flat lock a d. Pratt & Lambert Engineering services, coord�lnation with other affected disciplines d. Back flit where finish grade is above building fjoor� Free. draining surrounding soW 1. Structural steel less pipe ASTIM A-53. gushing. joints at scuppers and leader heads to be fully soldered. -itore, Rodda (rnechcnicd, electrical, fire protections, structural, etc.) and Oil gravel or rcund drainrock. unless otherwise directed by the Engineer. 2. Pipe: Welded and mean Where required for thermal movement at other flushing, lap 3* and seal a. Amer granular material, Pau 5-519NAGL -500 Grad permit requirements necessary for a complete system design. 4. Top Natural topsoil from on-site or as required by the plans, K. _01SAB D ArCES, Ghent contrasting choructers and 3. Structural tubing tu be ASTIM A B fy - 46 koi. ith Vulkum sealant. III Fuller 1. Signs to be metal panels with Pwm rd W - CIY-P,C plants and free of limbe, roots. and rocks over 1 AOAAG 4. All bolts to be ASTM A-307 unless otherwise noted. Provide stand-, g TALa itable for growing Cut and background complying with state and local regulations and washers under bolt heads and nuts in contact Witt) wood. h. Sherwin-Wiliam$ _QMANGS AQ_%12MLL Su ny concrete or debris from plantln(a areas. at 71-81 O.C, for attachment of wail PiOtes to C. Concrete panels, wood siding panels, di5;mliar i. Dutch 90y 1 Submit shop Drawings or portion's of the work indicated in indMdual damOe-. Remove a requirements. (Igim Division 10, H for sign) (galvanized pipe) 5. use 1/8" x 2-1/2* Romset 1. Caulk all joitits between c 2. All colors and sheen cis selected. Conform to UBC Flame Spread Sections of this specification. Submittals of items not indicated ay or more than 6' behind curb in planting OrOGS. 2. Provide freestanding sign on 1 1/2' d!cmeter nielol post concrete floor ur.1033 otherw;se oted light paint- '011, - any paving iocent to each i:;�sabled accels-slible porking,space one of the Provide up to five 5 foot wide full bu-IldIng he Unitas oth Ise indicated shop removit, in londocape area ad lied in concrete to be materials, and around ail door Grid window frames and all 11I locations 5. Compaction. In 6' diameter 12" deep concrete 31. lop of too Ing at 3* 8. All drilled exj)onsion anchors !note outs of exterior wall showing all colors for Engineer a approval before may not be reviewed at Engineer's option Embed post following: Rod Head 11-ubolt Wedge Anchor' by ITW/Nams4it (I.C.BO. as required for weather tightness- starting work. Drawings sholl be provided on the follow,ng. ompaction equipment rind processes snall be the sole Cohn any Inc (I C.9.0. J5225); or material a. Prefabricated structural members and LomponrI (Eg. Trusses, G.L.) a. Selection of c below finish grade. _RL1ff_2MhLQ 11372); 'Power Stud' by Powers RoVA 0. 2. Applier to examine joints prior to installation. Remove foreicjrl -1. Eitterioi: responsibility of the Contractor. Sup-R-Stud* by Ginnebo Fastening C "1 3219). Other drilled Cristure. Proceeding with work signals acceptance of surfaces. mar Il Structural steel rind miscellaneous tt". III Prepare areas to receive 'structural or select' flit by compacting DIVISION 3 -AftQ Orp FI.C.113 and m a. Metals, Ferrous. Galvanized: prime - one coot rust inhibitive pri C. Reinforcing tit" except slabs on grade. content is not suitable. confer with expansion anchors ore occeptuble only with prior written approetil of 3. Provide backup vinyl or rubber filler rod* on ail joints over 3/5' depth. (omit it shop primed or prepainted); 2 coats exterior kilkyd Enamel, subgrade. If 3ubgrode moisture Provide Backup .'ad$ I Comply with Point all Weather exposed f0005 Of fl Shi d Structural systems ear optirrium'ond compact. A. _CLRUIAL Engineer. Install all archers per manufacturer's Instructions a be rninimurn of 1-1/2 times joint width. a In . Prefinished Engineer arid condition material to n ply with ACT codes arid standards. minimum embedment Ord spacing unless on DralLings. Special caulking manufacturer's recommendations. Semi-Gloss. 11 do not 1. All work to com noted otherwise (rs, risible from ground 0. Storefront. 11stall material (except topsoil) In lifts not to exceed 9' (loose) and 2, in spoc Lion a/tent Ing. inspection of expansion anchor irintollotion not reolwired unless r 2 color noshing on Inside parapet woll� f Overhead doors. cohripect with suitable roller. rate inspector and will conduct 4. Caulking color to match adic.ent materials. Obtain Enginee require point. 0. Owner will provide a part-time conc specifically noted on Orcrwings. approval prior to ordering. d Flumes. Remove any rust or scale and spot prime g. Cossneortri d. Minimum density (per ASTM D698) an fo;lows. I fy complionce with the project f the ask caulking beads to prevent b. Hollow Metal DOCTIN an , 4059 Otall Submittals to be provided 3 weeks prior to beginning fabrication. aboratory tests as required to war] 7. All drilled epoxy onchors installed in concrete ly exposed caulking after painting or m required. Two cooli Exterior Ajkyd Enamel, Semi C smitting to Engineer, 3-09IDNA 4 following: 'Ejoon Ceramic 6 Epoxy Anchor* hy ITW/Rarnsat (I.C.B.O. te at exterior plywood sid'-,g. Verify Beneath fou� 95% pecifications. Contractor shall be solely responsible for compliance 5. App as 3 General Contractor to review submittals before tron ridations 95% with the specifications. pointing over except (35 no surfaces. a coat 100% acrylic latex alkali and place his row4ow stamp data and morks on master copy. Beneath floor slobs b. Contractor shall be responsible for any extra concrete sampling or 4285) or "Anchor-it Fastening Systirms' by Adhesives Technology Corp C. Concr@te, Gypsum Soffit - Painted; On 4 Submit one reproducible mCatsir COPY Of each sheet for review by Engineer. 95% 1i CB.O� #4396). Other drilled epoxy anchors are acceptable only with il point if caulking applied 011141, -goal. T,�,o oats 100% acrylic latex point, low 91098 BenetIr pavemarits (See Note I below) two-part non-sag Shoetg smaller an ll* x 17 may suitable for copying. Retaining oir basement wall backfill (See Note 2 below) 92% testing such as field cur-ad cylinders for determining strength 'or prior written opprnval of Engineer, install all anchors per 5. Motorials� Low modulus, proof primer tt�a stamped and returned to Genctol Contractor within two 95% lifting pdri etc. manufacturer's instructions. Provide minimum embedment and spacing 0, Concrete and roasonry wail joints: Final coat to be roiled on (sprayed and backrolled tit Contractor's filoster copy will b Interior footing and wall backf4l 3. Tolerances. Special inspection is required of Polyurethane rubber. rubber, non-acid, porous bond type Ot option.) Yet-* or cut tic insure straight. smudge-free lines Ot point we r tribution. Utility trench backnil Maximum deviation from C3 10' straightedge Floor slab unless noted otherwise an Drawings. b. Door cod window frames: Silicone pattern edges. --Upper 3 ft. Beneath pavements. siabs a. Florwa: Maintain smooth 3ubgrade without abrupt all drilled epoxy anchor installations. 'Red joints abutting Concrete or masonry- acid non-porous type elsewhere. d, Copihgw� 7 coa�g exterior -ilkyd enumel - semi-gloss. 95% thickness minus 1/4* to + l' 8. All drilled expansion anchors installed In concrete masonry to be r. Plywood siding; Silicons, rubber. pointable, apply prior to painting 4. Interior: or structures changes in elevation- B.O. P372). Cast airlesi spray (off-white latex) on: I SpeciJ�inspecti�onsond�Sstt C. required by Engineer or local am plumb Head'Dynobolt Sleeve Anchor" by ITW/Romset (I-C risdictions are to be performed by an independent testing agency and -Below 3 tt, Beneath pavements, slobs 92% b. Walls, columns: Maximum doiation fir t 3). anchor bolts or other drilled expansion anchors may be substituted only and tool smooth. anetration. provide General - Too Coats. Ju verify recit4irements 0or testing with or Structure C. Tilt wall alignment: Maximum deviation 1/4' (1/8' across join d. penetrations at fire walis: 3/8' gap around p 1, inside face of the exterior concrete walls paid fair by the Ow in landscaped ol. above pipe Zen$ 90% with prior written oppr000l of Engineer. Expansion bolts installed in sofirg insulation and fire caulking, Thermanber (USG) or approved. 2. Gyplu, ner. Controctor to In !)card wails 'n the warehouse including warehouse side of ct and will be responsible for 90111111 4 Submit shop Drawings of pone) reinforcing. masonry to be Installed In fully grouted cells, In an area Oh;Ch leaves Offices the Engineer prior to beginning proje a a. esponsible for Providing tha necessary of the masonry v- Willoir)g1i, and NOTE I Contractor shall !30 solely a minimum 3 inch distance to any edge and a mrnimuin -ter ith minimum 15 percent solids. of latex L21 wlu-JQVZ�dutill 3. Electrical. telephone and riser room walls Contacting testing agency with adequate prior notice and to allow full I Special atten and A.C. Paving pioLed 0901hSt the coditions involved und compatible 1, "Snone" clear sea W 1horo Systems or approved. water reslstant� One c t lot inspe<'-ons cis required or compaction is achieved. tormwork and shoring suitable for clearance of 1-1/2 Inches to the center of the cra.-a III Install all b. Gypsum board finished areas, except -Oter resistant: 2 coats the ?oilowirg Sparc concrete at overh6c"I doors to ensure prop Ith the flnished appearances. imum rintroodrinent and 2, Manufacturer: BrIdgetoc", acrylle point, eggshell. Gypsum board. 00 2. Compaction of E.Irginecrea flls and select fill unfeas otherwise rioted n 2. Use lightweight. rr nually-guided compactors within 3 feet of Oil 2. �oumd forms. To the extent Proctical oil isolated footings Should be anchors per marlufacturer's instructions, Provide min 3. Apply to all opening edges in concrete tilt-up pantie for doors and o-tryfic primer, two coats interior dkyd enamel. Scmi-gjOss- plaits. wells- w partially ground formed. Clean all ground formed spacing unless noted otherwise on Drawings. Special inspection of windows, prior to from* Installation. weer point and c. WDjd doors, frames and trim: Flrst coat Stain, 2 coats lacquer or ol specimens and placing of oil reinforced concrete the highest ground formed' ng concrete placing to avoid cove- drilled expansion anchor installation is not required unless 4. Coordinate with paint manufacturer to verify adhesion bet ornish. 3. During the takinq of 3, Where conflicts occur between the above values, footings by hand and use caution clri specifically noted on Drawings. as necessary, 2 coats AJkyd except stabs on grade. percentage shall govern. Shall be formed from steel of ASTIM concrete scaler. prior to opplying. to verify adhesion between window d. Metal Doors and Frames; Spot prime 4. All concrete reinforcement prior to concrete placement. except slob On e. Ini by Owner. Contractor shall ins. a to securely support and 9. Light go,ige steel 15 gouge and heaier rid lighter 5, Coordinate with window manufacturer, Exterior Enornell. Semi-GIO55. flat compaction tests will be provided rs, raffings. electrical y tests not meeting Chairs for reinforcing steel shall be adequat d tilt wall A653 Grade D with Fy = 50 kel. Light gauge Stool 18 9OU90 a r:oulking and concrete scaler, prior to applying. a. Note: Color of metal registers, grTiles. ladde ;rods reinforcement. hold reinforcing ,test it, place. For concro-to slab on grade or be responsible for off retesting required Is is done In an approved fabricators specifications. Contractor shall assist In scheduling all tests. Shoji be formed from ASTIM A653 Grade A with Fy - 33 ksi. Detail and cabinets. )Ipinq. conduit, etc.. To match adjacent surfaces� lot inspection Special inspection panels reinforcing shall be supported at not less than 4*-0- D.C. E.W. for fabricate light gouge steel per AJSl Standards. 5. All utructurall welding unless welding c E. jNSUJ.6TI 4 1 shop. Ail ?told welding recitilres ape ri 6'-0' a,c, for #5 bars or larger. an a periodic basis per U-B-C Section 1, Roof insulation' dirr may be performed F� ZQ 3uiation under plywood until framing Dusoh-ID- of wet -ILXDU uIred by soft spots. Notify Gootechnical C. Y&LUIN 0. Testing: Do not install roof in moisture contain 1 701.5.5. C. _ELff_QE=rA 1. 3y certified welders. comprill, with AWS Specifications, t to be (A325) Installations. Inspection shall be 1. Provide under paved areas as red than 151 6 All high strength bolt be ASTim A815 Grade 60. and plywood moisture content 15 less Test to 0 A. 6- Thick constructed with steel angle U.B.C. Section 1701.5.6. Engineer prior to placement ad after bolt Installation is complete Per erwise noted 2. Material !a be Stabilization type fabric, MIRAFF1 50OX. TYPAR 3Q1, 1. All reinforcing to be weided. Use only A706 2. Welding electrodes E70XX. tested and certified by independent testing facility. 1. 36" x 10" laminated rubber bumper. expansion anchors. perform 2. Vwify weldability of all reinforcing to epoxy anchors 'in concrete or masonry uniess nth TEX TEN 3 (Grade 300 or s approved. Use only low hydrogen performed upon plywood, sub-purlins and purlins In minimum of four Weld and/or bolt to we([ with approved 7. Ali drilled, FIBER weldable tabor if rabor is to be welded. D. _%W_.fM5h to 20,000 s.f. with additional test location for frames. locations an roots up "DISABI-ED ACCESS on plans. ooth over subgrade. Anchor so matericl All weldin each 5.OGO S.f. of roof ored. Certifica Illon of fill. Provide adequate ding to the "Manual of ii. POT T MO 3. Stretch gsotsxtile tight and toy am g to be In compliance with AWS D1.4 rime Oil exposed surfaces (rot to be arintedded in concrete) with Red tion to be received by Engineer B. _19hl noted on Drawings. Required inspection shall occur electrodes. 1. Shop p UNTFO DISOILBLED PARKING SIGNS: See DIVISION 2. 8. Structural masonry as plot, inspection of does not wrinkle or move during Installo a, masonry prisms and grout SOM t smooth on work progresses. 3. Fabricate and install reinforcing @tall occor C1 Oxide Primer. prior to start Of Installation. wings with during the PrOPOtOtiOn a d prior to grouting. and inspection worki-rien to insure that geotextile is kep Standurd Practice for Detailing Reinforced Concrete Structure.' A 2. Do not point metals within j* of areas to be welded. b. Notarial: F-lborgloug butts with R--volue am shown on Dro SIGNAGE'. clearlouts and reinforcement placement Standard 315. 3. Touch up point in field at welds or location where point hoe been rem ve part of accessible route to its vinyl vapor barrier (it conditioned side. unless separate wh 2. At all exterior pedestrian doors that are not to match horizontal reinforcing in Use insulation thickne:s to match sub-purlin I and: 'ACCESSjB(F ROUTE' In during the grouting Process. Importantl Gootextle must be smooth and tight when gravel Is placed. action and testing reports (Fox some 4 Provide 2'-0* x 2'-0* corner bars or damaged. otherwise noted. de sign mounted On door With sq ith copy of all Insp and inter Vapor barrier to hOYe flOmO ard nourast accessible dool'. 9. Provide Engineer IN red-in-place wells Of (91 corners rotrudFig from concrete work a he rocind flush. Primed butding, provi Pau G. -CONMTE P-&WQ jilty. Notify Enginesc to observe a nod sections rger than 30' x 4. Any Steel Inserts p thickness (a' at 2 at 2 x 4). 3* high letters arid directional CIITOW tOw ng reinforcing around wall openings to Smoke density rating of 450 or legs, day). t Contractors' option to be paid for by Contractor. -"hALTIC 5. Provide the (011owf rid pointed. spr rating of 25 a( loss. vapor barrier not to be used. IO.Testing por-formed a I Proof roll subgrade to verify slob perm or less. Perforated t spots encountered with compacted pormeonce Of I and replace all got h plus 2'-0" each side, barrier at 6* rolling Rannove l. 2 #5 over opening x open" widl JOIST in-Aall insulation tight to roof Sheathing, Staple vap<W suitable material prior to rocking. b, 2 #5 under opening x opening width plus 2'-0" each side, E_ 5ELL designed, fabricated anti erected per SJ Standard H. TEMPURAR JAQUM 1. Steel joists shall be tightly to every subpurlin without wrinkles or sag* to hold Contractor shall pr ovide a 4' x S' sign constructed of 3/4" None as specified above. c. 2 #5 cacti side of opening x full story height. attach ends for neat 1. Signs. 2. Base material to be Select f Specification. ind ted by two 4 x 4 poets embedded in the ground 3. Check finished hosit, rock for slope before Storting pov`ng. Notify d. Provide 90 dogres book tar bars at openings if required extension post per above standard sp4cliricattron Insulation tight to wood deck. Square cut srxter�ror plywood and supper art and brace the Sign. The Sign is to be painted and Insufficient Comber all )state with standard cambers fli,c appearance. "aQtLJZ_EURN15h1hG5 to adequately SUPIP signs, posters, at-- Engineer before procooding with paving if any site areas hove poning cannot be obtained. Fiberglass blanket with R-value 03 LJJ lettered 06 Instructed wide 2 #4 ontinuous by ttsi Engineer. All other slope. (Loss than 1%) bottom and at discontititious ends unless noted on the Drawings. lificalljorre Do not use 2. Exterior wall and soffit insulation: 2 x 4 = R-11. 2 x 6 - R-19). logo C mix (OIDOT), Class 9 mix (WOOT). thickness 6. Pro bors at top and tered None 3. Provide bridging as coiled for by above spec &hewn on Drnwjngs (alatch wall thickness - are prolrlibltod� 4. Asphalt paving to be C i;QhDjTLQN5 -ordonre with of Oil walls. holes In bolted connections unless opproved by Engineer inWfi 4 do or shall be solely responsible for all other vertical wail, ellostar arid slotted in to be faced on conditioned side with Kraft barrier otiara coy The Contract shown on Drawjnqs� Deliver and place asphalt paving in Blanket 2 UtI 7. Provide dowels from footings to mutch all 4 Provide shop Drawings and calculailons that Indicate joist sizes, loodl g, FS-2!) rated fog barrier where ShOw"' to remain exposed. electric. etc ation, water, temporary facilities including Oil 90nit column reinforcing. (poured In place columns and walls). y oth all utilities unite the time of substantial COOT Stondord Specifications unless otherwise approved. bar sizes, panel point locations. cambers, bridging and an er by gypsum board. xtruded Politiltyrone with minimum Contractor to 013Y cost$ Of S. Slope Olt asphalt paving minimum 1% to drainage (unless othorwise Shown On 8. Lop tit but,.% in intatsecting footings 11'-0" or 30 diameters whichever ;a mem a the Job. Shop Drawings shall be 3. Perimeter insulation: Rigid urethane or a d. None greater. information that may be pertinent k State of Oregon. R-6.2. install at exterief perimeter of Interior stabs where indicate completion actor sholl orovitle and rnoirtOin `3 job shock complete Drawings). forcing to be placed in center of wall unless shown stomped by on Engineer registered In the certifying that At slab over lnsulotion. provide pro-Molded Filial, with Anyl or butyl rOP 3 job shock. (;ontr Illation, pion I table phone. and lincsirnile machine, job 9. All vertical wall fain 5. Provide Inspection report pi�oparad by the product Engineal, with floor except where covered by wall furring. None with lighting. von is for Owner Grid H. -5M-PM otherwise on Drawings. the design assumptions and Flush fiberglass blanket to match wall thickness clean and usals Paint word the joists have been foloricated according to 4. Interior Insulation: UnfC1cftd a vi white.shock shall be rn Intalned and kep ion documents Including 1. Traffic and parking stripes to be 3* wide, cola 1O.Extend reinforcing to within I' Of wall and slab edges. requirements. Report is to cmcomparry the Joists an delivery to the at following locations and as noted on Drawing$. 'Roc set) of construct lettering in atolls de,;;-.7,jt-d. as required for Engineer. Ord set' (permit ovellioNe in job shock. *compact' in 1-1/2' x 6' andords. II.Contractor to design and provide additional reinforcing P 0. Officer P.orlmoter a sball bit cent properties, attracts, etc., clean 2. Provide signage at 'disabled' stalls to 11160 state and local at reject walls abutting warehouse $price.Dit addenda and revision lIfting tit wall. 6. oist arsictor shall exercise extreme core during erection of joists to A. _G20M 4. Contractor shioll keep site and od)a 0 minimize affect on neighboring Cross-strips lording arc a/walkwOY within stalls and accessible route% 12.Holam (oponings) In concrete WCIIIIII that Interrupt reinforcing - provide bore for lifling b. Restroctim, wails 9 and fully operational healthy. automatic fire sprinkler, a and organized t across traffic lone Cross stripes to be 24' on center. color white some Size. lop as required to evelOP prevent the joists from bucliding laterally, Use iipreador C. Dernising walls separotlng tenant areas- 1. Provide complet and froar of debrl The streets In particular Shall be k*Pt Claim of ved abrupt slopes exceadlinj 50% slope with Safety replacerrent reinforcing such side, joists and provide laterul brocing as necessary. Remove any domogred joists J. Floors of mezzanines AtW44111 office and warehouse. lumbing ar%'J gas systems so serve buildings in compliance with criteria properties and tenants 3. Cross strips all PO the full design strength of the bar. Lim the job site. Do not attempt to reinforce damaged Joists. Is plicoble cod&@. mud, rock. etc. tr noted heroin and 011 OPI ng and layout Of Systems. 5. Contractor shall iproIcls, occe" to the ite anti safety barricades, etc. in yellow 3* wide stripes 24' O,C. D. C0NCRLJL_MXA0MR1ALS F 2. Bidder to tie responsible few design, 54i view and code approval- obtain all, safety requirements and regulations and good ready mix plant with an established F. LIGH -NEI&_BEAM_G_SNO-WALLS rylic dome u its: compliance with 1. All concrete to be provided by 0 A I Steel stud froming shall be Installed as per ASTM C754. Double oc lurent finish with maximum light transmission. Provide accurately scaled Drowing@ for to Complete onvirgy construction practice I. quality control program and standard leviction data In compliance with AC floors with rninWnum a. Inside dome to be trons "tier frame with pernitte and OpPrOvClI9 Prior to boqlnnlrg any work. < 1. Curbs to be no-slump 3000 PSI rninimunin compressive strength at 28 days. squiremento. Prior to placement of concrete, provide mix design for each 2. ?,Octal stud wall tracks ore to be attached to concrete Outside dome to be clear. Mill finish aluminum per a wood curb analysis forrins required by prevailing jurisdictions. LIJ epoxy bonding agent such as Concressive #1064 or approved equal r Dead use. 0,145" DID. X I" penetration powdef-drIvoin fasteners spa welded corners and interior condensate gutter fair 2 x 3. In submiltInQ a bid for this work, bidder certifie that System capacity �LMPQR&R"RAUNG 2. Spread type of concrete, clearly labeled 09 to the area Of Prop 1. Contractor §hCIII b a solely roWmSlbid for the design and Installation Of over surface to receive curb. Install curb within 20 minutes after 7. Minimum mix requirements: centers. of top and bottom track, mounting. will most utsign criteria and codes and that all equipment and labor fcw gh.oring. anchors, etc., Including. but not Ilrylited 3. metal studs are to bear o full width Drawings. b. ICBO OPPfovsd skylights Only. Ork is Included In submitted bid, and that gntlro Installation 18 In ILLJ all temporary bra applying bonding agent. on centers of as Indicated on on Drawings. W f cing, Skylights! to be of nominil sizes Shown y of Portland: compliance with codes and acceptable standards > Z), broclog. i:'t" and handling inserts and devices. 4. St-od spacing to be 16' G or Table 2.15-H. C. to. wall and roe 3. Provide joints as required. at Immediately following placement MIN. COMp. SLUMP MIN. CEM ADMIXTURES Is. Wall c�vmjrings to be attached per UBC Table 25- d on the d. "roved mainvirocturers and only as opproved by the Cit 4. The Selected bidder shall be responsNe to coordivoti and obtain (AT Z trench shoring. fnirms. etc. Lion load$ whondvvr such loads cre in 4. ADpiy curing compound to 041 SurfGC LOCAnoN ti. #0 Gougit; sciatim to be used to connect metal Iff0ming exCGP( 06 note Beep. Dur-Red. Thermol-Ito 2 Contractor shall consider construc 5. US* caution in starting work that requires traffic on fresh placed asphalt GTH (a) CONTENT Drawings, serving utilities for equipment ad make ail required CWTIOCIIIO!nl� 1: dsSjqn loads. POrtIcillor attention Should be given to for start of work STREN to be GOO minimum. 2. Attach skylight frames to curbs with gasketed screws. 5, Entire installation to be guaranteed law not less than One year from date alleges of normin me as crone and pinting. 17,lireck condition of pov�rig and twify schedule 7 Galvanized cont4nq of final completion of project. < ,oncontrated too, ty r d.4 on roof and Moor from such 'to Contractor with Engineef. Footings 2.500 0-5 4 1/2 None G. -ROCE-VERNAM Provide with OP01cIt0r Li forklifts. wor'knnon 10hem, loads, storage of molteriOIS, stc --itory root vents with operable damper. 3: 0 Shall be scilatil, responsible for ON shoring. broc". cribbing. etc- J. _1%M_.ALTlUX.5 interior Slob on Grade 3.500 2-4- 5 1/2 RA(b) JUSM fi-s"Emm 1. Galvanized ated 5'-0* ObOve finish flow. B. .-LILAIM h*ating equipment sizing, using ASHRAF procedures C C(d) cord to nearest column or wall and clip lac 1. Provide calculations of LAJ required to SOPPOct construction 1004ft. 1. Gronard. Size of vent throat to be 12" disinherit or nions otherwise not*d. Olt sets. LIJ It - a The work to be provided by the Contractor shall consist of furnishing A. JMUgh-CARFUM tides to be am follows unions otherwise shown on Show an Drawings or attach, calculations to all labor, mOterldg. permits, surve)4r.g, supervision. ,clordlitatlon. 2-4- 5 1/2 WR A, AE 1. Lu,mber melee and gr 2. Heating criteria: 410 deg. Inside at 10 deg. F outside. hgodgro at locations Exterior Slab an Grade 3,000 Tl USC) - total of roof hung got fired unit to thormostats on < and equipment necessary for the proper Installation Of the start" Is tin a: per -UNMR-11 -DUQRS 1. meeting system to con I RocWd Drawings 'or that are invicated on a� joists. beams and stringers 6' Daujlas fir f2i untles: -ithervise xed-set thermostats Laos n ff phoose of WOFILI "tam, and the water SyStOrnill 3,500 2-4- 51/2 WA T20(e note! Dougles fir Ir shown on picns Witt, remote n a. 1141011111 0 FOC Show Di Conceded drainage, me* walls & Colum" nominal and greater buildinn columns 5'-0' above floor laws[. Arcuraffily record all these Drawings. Doug. Or H,4m Mt #3 and better Reld chain no they occur. The war% is to be completed so as to provide property A. nections, shut offiI. 0 F he woo and the &at location of Oil utilities. function" systems that ore acceptable to We governing outhoritiss b. Bucks, Blocking, Bridging arid 1. Manufacturers: 4. Prc)vtde rill required electrical Connections. gas Con in t u fillity as-Duet orrowings (marked up blueprints) shall be ted on these Drawings. Miscollonscrus 3,000 0-5* 5 WAA Misc Doug. Fir 03 and Better a. Amweld. regulators and 41111110ust flues through roof. tion of Installation DATIE Underground the and as Indica a work is Completed and not later than he use of certain c. Stripping b. Steelcraft, 5. Ad)ugt and clean units and controls at C--APIG timittiod as orson LIS th In. Approvals. Different jurisdictions may prohibit t to owner prior to completion. lu truction materials and/or procedures Do rin work without OPPrOvOl 0. Slump exceeding specified limits shall not be Incorporated In the C. Republic. Provide operation manuals cons an -k hoe d. 2 x d. CECLO PROJ. No. for the work. lotion. Cost of ch got Incurltsd when woe 4 studs Doug. Fir "studs* or 'qtd' & re,21,1,19t for pa)Rrsnt a Engineer an day of final itorn the proper )urled project oxcopt by written OpProvQi from Engineer better a. Carries C. SCALE docu m or.t 9 to ih ilis O%pon%l!t of -Amillim-M MM&MAMILM f system fir Fire 'record' set Of b. ARA water reducing agent a. 2 x 6 studs Douglas fir #2 f. a@ approved. 1 PrOACIIIII, Calculations and Drowinglill showing sizing 0 Delier proceeded without jurisdictions! approval shall be the s 98073 the Contractor. AS SHOWN compi,otien c. AE air entraInment ef Pressure Treated Doug Mr f2 and 2 Front*%: marshol nd own rilon of the POYM*n� do* to I" Cot -otor will be C. Solely. The safety (as it reloigg to this Construction project) Of 1/2% cal. Chloride allowed during cold weather. f. SKin, Lodq a. plates. Or review prior to start Of Installation. 2. Retention A par a provided. -by is to be the responsibility of the d. Up to I Stripping, etc. in contact with better a. is gouge full depth Of wall with welded comers and ancho" in Pull 2. System Shalt consist of firs water lines servirg building with all DRAWN CHECKED or and possors alarms. Indicator$. withheld ontil Oil of the to$ I for underground utilities *19 normally workers. neighbors, a. Pozxctoc 20 required for concrete placed below 40" f. System Contractor Unecife conditions Shoji be Identified and corrected Of. concrete and wood curbs wail structure. required connactlons. -Olt%, waves- check As-bufft rafringm� (Palliman ro 2 Use Type I Cement, par ASTIM C-10iiD unless otherwise OPPTOv*d. 9. Posts, columns (soon) Douglas Fir ft main and branch lines and heads v4dod.) identified and secured. Work methods that may cause on unsafe 3. 00ors: test valves, rip*r% regulators, AMN It DrawingS be P go. Rush panel bonded to n to comply with NFPA 13. elijulto all-W N ling instructions. 3. Aggregate ASTM C35 Ore to be 1-1112" minus for stabs tin grade and jilt on-warping core. MOrtIc*d and reinforced provkle copy of water supply test per rPA and rpola condition to exist, shall be ovolded at 041 cost$. may use 3/4' mov. all* 099rillgute 00 not h. Root, Moor and wall sheathing to be APA rated sheathing. a. design Is Equipment Drochu"o wall panels. All other concrete Exposure 1, conforming to APA Performance Standard PS 1-53 and receive hirigos, locksetg and closer. 13, AppendIx B. C., III. Drawings. Drawings provided rye bused an reported site conditions and use 3/4* 1(-) aggregate In slobs on grade a, Ot wall Pcmsis- to ments of [Close Ill commodity storage] throughout w0tivws� oy vcwy and any except NER-108. See Drawings for required thickness of sheathing 4. Fin Ish: 3, Size system for require SWIE T NO jet silie conditions, OF dirrinere(ont. m 'd quoronlaters. dirrionolons. Act 1A) Shall be "yhrsolri R-1 or Durocillinn 55 Ot 6 Oz- sheathing with irting tll� *WTO"tW a' Po4 water Reducing Agent (1110 and/or Spun rating. Install trot and floor a. F,;clory bokad on primer. �Wg firligh schedule. building$. Provide tee for future office .,,tonslons Sysitem% to d Owner PL#Mchllgt corrections con, should be reported to the Engineer at the ear-Cast t. Comply with ASTU C-494. dimension perpendicular to supports. Use spacer to provide 1/5" a. Comtroctor On such variation Per 100f Carmen uilding fficial liticis may require the revision of a with ASTU C-260 and shall be used only be wet within building with gntl-freez@ loop at siI and conookers. occupancy from b pportunity. Unanticipated Conti 5, AW antralrim0rill (AF) ithall corniBly end and edge joints v#"Ongvw plywood to extitallillild 10 Wet weather R, 4. Obtain all required -f completed -4yrritern arid lub-11 proof It Certificate of a �tiQU-Q11111t MCA-MAK5 full epth of wall to substantial completion. troctort with current phone and Fox nurtribers. portion of these Drawings. AN dimensions shall be verified In th where apatel"red and/or aTroved by Engtriater. letis otherwise approved by ftoma3 with interioclied corners A 9 Of SubCon log of the bullating and alle are to be finished. Cleaned lorlds for components exposed to weather Fill any joint spacing Over 3/15 un i iiii Gaulle knockdown door or supply lines 4" diameter or larger and I Clean Up: All - field by the Contractor prior to fabrication or construction of any A Accegrator$: P02701IOC 20 nM- Engineer. Install 2x4 or thicker blocking at uriqupipnted alints attached metal (-Do" trim. Frames to be Timely of as rippirroved. acceptance to OILAN` Prior Spitilrilill Remove stalms and *ash Ilaii" with Shop 5. Attachment to Structure' oulitakille for iscCu and/or 119111 portion of this proposed work in the completed Structure (wells, exterior paving. etc�), calcium loathing. Sleek roof or floor sheathing where noted an S. and poncy at to pipe VLMI( foralgr mallitir, -arts ofolir.s, foreign paint, y (dosage) to be in wall at be lobeled If noted 04 door schedule. Frionriers to be f0ctOrllf tropeezed between mcin joints lit. permits. The Contractor shall arrange and pay for perinits. fees, Fromerm running paraNal to structural members to be PLOT DATE inside and Outside- Remve fIxtulls, chlodor In the Injeries giolips on grade, QUOMfIt Drawings. finished electd from full range. Distance from to be 1 .46 2 ics unions otherwise directed by Engineer 13 51 lie and ul, hordware, wonent the Owner with a Is0,09 where Indicated 73A-9 - - 5 dirt. sjc�, from all finished Surfaces ins( service charges and Ifimpectlons and Shull L determined by Contractor and approval obliollnod from Engfrissir before use of othimg to be 1/2' thick asphalted gypourn board an Drawhigs to be of 9407.5\9190 property executed CortIfIcato of Inspection , prior lit) making I. Gypsum sh TC 117 specificotlon� 2- Re-light and Sidelight If achirt holl mold stops. MotcIn equipment- atc- -hanicat and accaloretors. Glulorn beams -- Mo - 2400 psi pat At matching type tnd prof"t with screw Olt Liall the General Contractor, Met. 0 work. 241-v4 to ocouporicy of the bul application for payment ter any portion of th Prior I d conduct an orientation Simple opens combination 4 SubCartrmbill"G share 01-4101duls On f Codes. All wark method$ and materW Shoji confwrn to all local. StOtO T 00 119 PERM IT S E7- Ing and f with the Owner to dermoostrate oporaflom and niointerranco of *&,rot requirements, regulations. and laiew mortuorls Ivor oparrat" and dal it,I-m SW 74 'AVI ft JUN 0 2 20 tir this notice 111111'eIIIII-9 tIltill file tali tnicr0filmed file doctilliellit is Of 111firg"" till Jill 11 , 111111 C"M inTA oarid Include f , L y is A B C D E --_.--. - - ------ -- 203'-0" T _-._-.-- ..-. __- -_ -- _ _--.-_-__ --_ W'-O' - 50'-0' 50'-0' 53'-0' A ul ul in vt 25'-0" 25'-0' 25'-0' 25'-0" 25'-0' 25'-0' 26'-6' 26'-6' S __` I - -_ --- — - _ - - ---- — ---- — - -- — it in 1 -3_-¢' -- -- ---------- ------------ --P+i---- --- --- - - T.O. p - ------- 2 C� 2 S I T.O.F1G. T O.FTC. P J. T.O FTG. Ac7 --_- -- P - �] - _V _- T.b.FTG. --® ------- -p - ------- -- T.O.FTG. P J. �O.FTG. /� �AI T.O.FTG. 1y - -- - 2' 6' tCJ -------- 0.FTG. ; : POUR � REQUIRE[)RIP AS I i ' m at 2 1 ' 1 0 y-4 ' ' ?! , : D 0 t1 O� O S-4 I 2 Z 1 -- -; FIROfF i I saw -- - _ -- - 6' CONCRETE SLAB WITH _ _ r —z-r==-T-= AL=1 /5 AT 38' O.C. EACH W,4Y OVER i � ' M ------------- 8' COMPACTED CRUSHED ROCK � , o 2011 ------------- F ' , , --- - —---------- ___- -- - ----- , a o `i 0 FTG. ' 5'-0" x 20" x 20` DEEP I �; H Vaap, i• i C, - W/ (6)--/8 LONGIT. BOTTOM I i •D L- ------------------------ ' 21 EACH AND (7)- /4 LONGIT. IOP i f.O.FT 3 --_ _. t -----------. � �4 END AND /4 AT 12" O.C. TRANSVERSE I .f-_--.-- -- ---- - ---- ------------ --------------� , TOP AN OTTOM (7'-0- CANTILEVER o WIND�ABOVE � i �_- ------EA_ ENO _ --- --- -------- - -. _- �. qE_01 ' ACH----- - -------- -------------------- ND --L ------------- ---------- 4 - - -- --------_... ____ ---- - ------- ----...--- - ' _ 5'--0' x 21'-O• x 20" DEEP , 1 ---- ----------- ----- - -p ----- -------- - ---------- , W/ (5)-/8 LONGIT. BOTTOM -2'-6 AND 5)- /4 LONGIT, TOP 4 Ch 5 S-4 T.O.FTG AND S4 AT 12. O.C. TRANSVERSE o S- - � 2 TOP AND BOTTOM (6'-0' CANTIL'i:VER - - 0 , EA. ENO) w C4 = - ----- - =-- - - - PAS _till 21 EACH 11 IL 4 END S 0' 0' DEEP ' ---- ------.. _..-- ------- -- -- - -- - ; �- W/ (5)x/6 LONGIT. REQUIRED ' S POUR STRIP Pb-- 4 ----- -----� 65 AND (5)- /4 LONGIT. TOP ---- - AND /4 AT 12' O.C. TRANSVERSE , ' 'p a- M o , , TC'. TG. S-4 TOP AND BOTTOM (6'-0- CANTILEVER EA. END) - - _ -- CP ` — - ' . W ---------------------------� F --------- - --- �- ------- � ' ------------------ --- ---- -- -- --- -------------- -- -- p� 9 PJ. S U ' 1 O FTG 17 5 rj 4'-0" '-0' 15'-0' - w'-0 12'-0' 10'-0" -0 -0 19'-0" '-0 12'--0' 10'-0' -0 -0 19'-0' '-0 , 12'-0" 10'-0" `-0 -0' 10'-0" 12'-0' 6'-0" 5-4 15'-0' -2 ]-0" 4-0' __ -_ �- ------ - -- ------- - -moi ---- ---------__..._._ -�----- S ,�+- � # -- 25'-0' - 2'i-A" - _ 25'-0" --_- 25-0` _ 25'-0" 25'-0' ,_- 25'-0' 'LB'-0' P.J. ABOVE L..]SIM• Q Q SIM. Q A8 OPP. �OPP. WINDOW COLUMN AND FOOTING SCHEDULE FOUNJA110N PLAN NOTES: �� 1 FOUNDATION PLAN BUILDING A COLUMN/BASE PLATE FOOTING REINFORCING '�� 1.) C.J. DESIGNATES CONTROL JOINT. SEE DETAIL 18 _ 1/8" 1'-0 0 TILT WALL PANEL 2'-0' x 16' DEEP CONT. (3)- /5 :OP AND BOTTOM CONTINUOUS TILT WALL FOOTING S-4 6.) SEE DETAIL S_S FOR SPECIAL FOUDATION CONDITIONS AT WEST WALL. I _ NOTE: CONTRACTOR HAS THE OP110N TO ADJUST CONTROL JOINT 7) LOCATE POUR STRIP O2 TILT WAL'. PANEL VARIES x 18" DEEP CONT. (3)- /6 TOP AND BOTTOM SEE DETAIL (18/S-5) LOCATIONS SUBJECT' TO AN APPROVAL BY TIIE ENGINEER. 5-0- MAX FROM INSIDE FACE OF WALLS. O 2.) �-�X'-X�-c DESIGNATES DEPTH OF TOP OF FOOTING 8.) ALL FOOTINGS TO BE UNDERLAIN BY MINIMUM OF 2'-0- THICK --------- /T.7SFT2`i. BELOW FINISH FLOOR, GRANULAR PADS. GRANULAR PADS SHOULD EXTEND 6' BEYOND O _ 3.) n DESIGNATES PANEL TYPE. ALL PANELS ARE TYPICAL 1 U.O.N. FOOTING EDGE FOR EVERY FOOT OF EXCAVATION BELOW BOTTOM 0 - SEE SHEET S-5 FOR DETAILS. SS-5 OF FOOTING. SEE GEOTECH REPORT FOR FURTHER INFO. DESIGN SOIL PRESSURE: 1,5OOFSF DEAD LOAD t LIVE LOAD -' 4.) P.J. DESIGNATES PANEL JOINT. 9.) 0 INDICATES FOOTING TYPE. SEE SCHEDULE SEE SOILS INVESTIGATION BY: GEOOESIGN, INC. DATED APRIL 30, 1998 K•) INDICATES CONCRETE TILT UP PANEL 10.) S___=S DESIGNATES FOO-I1NG STEP, SEE DETIAL -5 1/2" THICK TYPICAL PANELS - U.O.N. A B 9203'-0' E JO IST LOADING DIAGRAMS 50'-0' 50'-0' 50'-0' S3'-0' 13'-0'FROII OUTSIDE FACE OF PANEL MARK W M AXIAL LOAD TO C, FJ OUTSIDE FACE OF PANEL - TO F OF JOIST-` (per) NO. JOISTS (TOP CHORD) \TO � OF JOIST '^a SIMPSON LSTA30 STRAP }-- W(TL/LL) TIE AT 6'-0" O.C., SEE 9 20K 17'-10' 11 17'-8- 17'-4" 17'-6" 17'-10' S-4 17'-6" 17'-4" 17'-6' 17'-10" U 250 2.24k T.O.F. 5.4 T.O.-� T.O.F. 0 T.O.F. T.O.F. T.O.F. T.O.F D S. T.U.F. T.O.F. 3 NOMINAL SPAN- 30'-0' 1 ----- � 19'-4" _ TLL � 19'--4" CD � O.W. T.O.W. (D2 30K 2 24k " ® NOMINAL SPAN- 37'-0' 12.5k v. 0 1• SIMPSON LT72O8 TENSION 1 \i TIE AT 6'-0. O.C., SEE W(n/LL) ---1 11 .O o 10 03 32D 30K —?I 2.2 4k o S-4 u o S-4 ® NOMINAL SPAN- 43'-0" 13.2k .O ` 10 p p Ud p I- - SIMPSON LSTA30 STRAP ` -1�lLL� S-4 ti ® 0 a -T TIE AT 8'-0' O.C., SEE ry 0� U 0 0 1 11 s `J 250 3L 2.24k bl y. V, O• F- ® NOMINAL SPAN- 54'-0" 14.4k F t ry de O 22 CL }.__ W(TL/LL) 18'-_3 3 4' S-4 ��O rn v, Si14 O5 36 I 2.24k -- -- 0. ----- --------- ---------- ® N I C 10 O 250 _ -- S 4 0 NOMINAL SPAN- 63'-0" 'f-SIMPSON LT'T2O8 TENSION 18'-3 3 4' • p 0 o TIE AT 6'-0' O.C., SEE T.O.F. �` V J ry S1 W _-ALL_ _ _- - &3 - Be 2.24k 18._5 C,) '^ z Q Y�- NOMINAL SPAN- 63'-0" al O' z N�5` 9 1 B'-6 lie) 1.) CONCENTRATED LOADS TOP AND BOTTOM CHORD ARE FOR -�� /��Q S-4 0 YECadAU ALLQM, SPRINKLER BRANCH LOADS ARE M THE UNIFORM DEAD LOAD. •2.) ALL JOISTS HAVE BOTH ENDS SUPPORTED AT WALL PANEL. o (1) SIMPS04 I_TT2OB TENSION ' 3 z 3) JOISTS TO BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD S- OF 300 POUNDS LOCATED AT ANY POINT ON IOP CHORD. o 4 ) JOISTS TO BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD OF 300 POUNDS LOCATED AT ANY PANEL POINT OF BOTTOM CHORD 5 - - - - . - -- ----- -- ----- - -- -_ - -- -- --- --._ .___ . ----- - - - ------ --------- -- --- --- - ---- - �) JOTS, BRACING IS AT DISCRETION OF MANUFACTURER. (1) SIMPSON LTT2O0 TENSION 18-8 1 4- - --- W 6.) AL:. JOIST BEARING DEPTHS TO BE 2 1/2' UNLESS MOTED OTHERW17. 0 94 - --� LSI 7 ) AXIAL LOADS SHOWN ARE TO FIE TRANSFERRED THROUGH BEARING SEATS, 0 x+ - z UNLESS NOTED OTHERWISE, 5-4 1 LIj G./ NO NET UPLIFT ON JOIST. c (1) SIMPSON LTT2O0 TENSION 18T 0 F 19'-4" = O OOF F MIN COTES. T.O.F T.O W. I 1 ( �``�� OF /2 2x8 AT 2'-0" O.C. �+--� _.J THIS BAY ONLY r• � �y 1) DESIGN LOADS: ROOF LIVE LOAD- 25 PSF, MIND SPEED- 80 MPH EXPOSURE 8, 5) D.S. INDICATES LOCATION OF DOWN SPOUT BELOW. (`'�) SEISMIC ZONE 3, 6) SEE J015 F SCHEDULE THIS SHEET. 2) ROOF SHEATHING IS TO BE EXPOSURE I APA RATED OSS STRUCT 1 SHEATHING (8X1OX15/32) MIN INDEX (32/16) W/ STRONG AXIS PERPINDICULAR TO SUPPORTS 7) TYPICAL. SUB-PURLINS TO BE D.F. /2 'L X 6 AT 24" O.C. (U.O.N.). DATE W/ 10d NAILS AT 8. O.C. AT PANEL EDGES, 12. O.C. IN FIELD. _ c - 8) INTERPOLATE ROOF FRAMING ELEVATIONS BETWEEN SPECIFIED ELEVATIONS. 2 ROOF FRAMING PLAN BUILDING A SCALE PROJ. NO. 3) X'-X- DESIGNATES ELEVAT'ON OF TOP OF FRAMING I/"er I;ON .O.F. (BOTTOM OF PLYWX)D), ABOVE FIN SHED FLOOR. AS NOTED 98073 4) X'-X- DESIGNATES ELEVATIONS OF TOP OF WALL OR SPANDREL ABOVE F.F. DRAM CHECKED O•W. JCS JTB SHEET No VLMY. PLOT DATES: 4/13/98 13-8.44 JCS �` 1 4/2/)/98 6:18.1 JCS J I 5/12/98 6.36.7.0 JCS 5/ 1/96 16:1.5 JCS n1 n'uo 0227 knI q'q8•n22W � C_\ACAD\UUL\9eD73\98071S- 5 26 98 e:53.34 JCS 0f• 131 SET l r�EVisE� PFICNj1r SET 6/3U/1Q 11865&11111K SW 74`,1VF 1O(1F ld. If this notice nppenl's clenrer 1hs1n the ,lUN 0 22000 ; ` T ,,. 1 ,�.qq •,g 1 TY_,�� a�,� ,F>; umcnl, the docunlenl is of nuu'Qinnl qunl�il•)'• TTlll'I'l)IIIIl1CCI 1 �° "''p� � 3''"'�r�` �k•fi, 'i�j *� � "'a(-.'y T �� I � � � � l � � � I � I 1 I {� i ;'. I "� f� ,�'I i I � I�� -� � �I� SEEN ii=E1wF--1` ; •� I I� { i � ( I [ � IMpR MORN ONMIA I II !nn�fI l 11111111 II'Iu41I1fu111VII If III t .l" tt� iltit h lull u61 II I , 'K 4, �.1' , I A B C nn LL F SIM. 17 L f c, © 190'-0' `- © S-4 - �- --- ------ --- - - --- ---- 38-0--- 38'-0" -- _ 38'-0"—' - 38'-0' _----. _ 38'-0• -.--_ ---- -'— _ ?3•-6" — 23'-8" 23'-6" 23'-6' - 23'-6" -- 5'-0" 1T-6" F: © 5 _ 2 -0" - 17'-6" -0 S-4 ----- T_O.FTG`- --4; ---- -- ----------- ------ a-- -------------------- -R J.-' ------------ - ---- T^O.FTG_ O ' ----------------- ------------- --- ------ -------- 0000 w li — ------� _. .... ....... 1 / ' T.O.FTG. 135. ' ' I 1 G ' 1 1 1 I Q J. o - W N F— , 1 Q T.0 FTG. , 0 , I ' Z , , 1 1 C, "'a , , I 1 I Q , �� I sa H Vac10o N 1 17 G-5 I ' T r------i r --� r------� 1 1 CUL.. O In Pei i to CA �; 1 I �-•-- � 20 1 1 , N n 1 1 i TS 4" x 4" x 1/". O LL lu x D N in 5174 I 11 i n --0 i i i 4 OI " 7 (.•. FTT. " ; --— I W r. -6, CpNCCR�TE SLAB W!TH /5 AT 35 EACH WAY CVLR ' I I -3'-6" COMPACTED CRUSHED ROCK— I1 1 I fr1 `i T.O.FTG. --- I I 1 I a1 ' ► 1 ' I I O ; , i ; N H SIM. " a I I T.O.FTG. TYP. 3'-6• 1 , I INTERIOR - r I 7--- h, 1 1 ----- r------•- TO.FTG. 4 , II✓ 1 L______J L------ J L—__--_J 1 1 (DL 4-6- 01 '-6. ; G 1 ' ' -0 12'-0' , 1 D ' ' ' I m 1 1 1 S-4 , 1 iA N :t�'. ti 0. ` Fir I 1 1 , , 1 -1'-6" 1 I" T.O.FTG.\, i ; 02 In n b 00 r, N 1 1 I 1 L-------� FgUNOAMON PLAN NOTES: ._ 1 I 1.) c.j. DESIGNATES CONTROL JOINT. SEE DETAIL 1 ' S-4 5•) �� INDICATES CONCRETE TILT UP PANEL 1 1 ' 1 -5 1/2" THICK TYPICAL PANELS - U.O.N. i 1 ` , uo NOTE: CONTRACTOR HAS THE OP71ON TO ADJUST CONTROL JOINT 6.) S====S DESIGNATES FOOTING STEP, SEE DETAIL LOCATIONS SUBJECT TO AN APPROVAL BY THE ENGINEER. S-4 ,7S , I 7.) LOCATE POUR STRIP 2.) -X'-X' DESIGNATES DEPTH OF TOP OF FOOTING 1 • , 1 5'-0" MAX FROM INSIDE FACE OF WALLS. o 1 ('� /'C�3 m. BELOW FINISH FLOOR. D '� 1 , 1 , . L_.6..J 1 8.) O INDICATES FOOTING TYPE, SEE SCHEDULE 1 ' /7 3,) Q DESIGNATE:, PANEL TYPE- ALL PANELS ARE TYPICAL U.O.N. SEE SHEET S-5 FOR DETAILS. S- 9.) ALL FOOTINGS TO BE UNDERLAIN BY MINIMUM OF 2'-0" THICK 4.) P.J. DESIGNATES PANEL JOINT. GRANULAR PADS. GRANULAR PADS SHOULD EXTEND 6" BEYOND 1 1 ' FOOTING EDGE FOR EVERY FOOT OF EXCAVATION BELOW BOTTOM CF FOOTING. SEE GEOTECH REPORT FOR FURTHER INFO. COLUMN AND FOOTING SCHEDULE -- -------_..--- ------- --------------- ---- -- -- --_..- ------ --- ---- _- -__--------- ----- - COLUANd ASE PLATE FOOTING REINFORCING NOTES o 1 ; ; ;I 1� 1 ' 1 --------- 6 ————— IL--------------————'- ———— --------------------------------------------r' —————————------------- Ts I — x x t --- Uj3/4' 6'-0' x 6'-0' x 16" DEEP (6)- /5 EA. WAY SE•E DETAIL (3/S-4) �- - --- ------ -- -- - -_--- - -_- - 1 LLl 1 x 12 x - J --� - -_. -------- _.. ��1 Y TILT WALL PANEL 2'-6" x 16" DEEP CONT. (3)- J5 TOP AND BOTTOM E DETAIL (2/S-4) _ _ 4' -0 13'-9" 0 CE LOADING DOCK WAIL V-6_x r4' DEEP CONT. (3)- /5 AT BOTTOM CONT. - SEE DETAIL (19/S 4) — ` / I i5� O.FT,. ; 11 I ;I ; ' V 11 1 ,1 , � Q - - - -- -- 23'-9'- -_ 23'-9' - 23'-9' 1 q ¢ Cj o � I , 'I ' 1' � ' t l3 Q O -- ZjI PANEL JOINT N i �./ V) -- -- --.- _ f r• ABOVE 1MNDOW � , 11 1 �1 ' 1 a - -- - --- p SIM. O --- ' I ' 1 1 ---- --- ----- — -- ----- -- 1� , ; SCALE PRA.'. Hn. Q ------------------------------------------- -� DESIGN SOIL PRESSURE: 2.00OPSF DEAD LOAD ♦ UVE LOAD --�--- .�- _ _ :► � •L_- ------------------• •--------------------• -------- '--- ----------- ---- - ------------------ AS NO 9807 -..,___--_-.�--------- --- -------------------- ---------------------p -----_---------------------p --- DRAM CHECKED 6 SEE 5011.5 INVESTIGATION BY: GEODESIGM, INC. DATED APRIL 30, 1998 =D - - -•------ • 23'-9"— 23'-9' — _ — 23'-9" 23'-9 — 23'-9' -- JCS JTB QSIM. Q EQ SHEET NO s S-' 1 FOUNDATION PLAN BUILDING B S 2 PANEL JOINT A80VE WINDOW 1 4/ S 8cT13:9.49 "K'S 5/1 98 6:37.3 JCS C: ACAO\,VDL 980735-2 4/28/98 6:19.18 JCS OF Ill 11198.0227 R91 IP QR-0228 ISx6SAIS87SSW7a AVr ��D .S �� .3 �� f � ' �►r ��i+ l Q� Illmts , UN 0 2 ,, - •, IC This notice nppeAl•s clenl•el• Ihon the i umenl, the document is of msn•gulnl gunlit�'. l.. ` ,.� IIIIC'I'(1{Ii111C1� ' 1Na1 w+1oE IN arl► 1 _ � _ _ _ i r N I If 1 N�111!Nt I.'Iq 1 !111 liii Ili IG 111 Ilt"1 I !I:'1 I�I'1 �'1l Itlilt�{I'll uAll l pp , >rya: 1 , I �- w ... .:, .. ... v , • ,r , i .•, .. , , y , ..I k�•�hil•1.,.. ,' ,.} ', -, . : ,. ,.',, , Ir i1 , .k. r r''1• ,VI >' 1 Y`.. a h:a4�u , t,,.,: ;.,: •.i,a� - f:- •{ .mi.l, ':Y ,�,. i t:' ,n .f';. s •,th , tl ,r ,++. ! _ r Alk, �'.I ,nr A:j .. /y�,.p..,:. .,..,, . .. , .. . . , , ,r n..�.I.. . I,... ) .. n ^'�+TJle vHY ,e,•. •+r�p `:4+v w k;m.f, ^+CA°A9.".PL y.^,+cik�'-4'F P ;1. Y .dv r: ,�. :... .r 4. L I t A 8 C D E F 19'-1" 20'-1' SIM SON LTT20B TENSION PE SIMPSON LSTA30 STRAP TIE 7 p•_ AT 4'-0" O.C. SEE DETAIL AT 4'-0" O.C., SEE DETAIL ,O �O.F\ s-_ Sw11 4 S 6 IT 0 ro-� GIRDER LOADING DIAGRAMS D5 5 - - - - - - W NARK P (TYPE) (KIP,) Ue.) GIRDERSA%IAL LOAD (TOP CHORD) ' I 1 U f 1/2" O 14.1 1098k T.O.F. 8K 10_--�.C.1 i 1 5 SPACES AT 10'-0" O.CC. 1 Tr 1 1 1 1 GIRDER BLOCKING I 1 j PER DETAIL 141 54 9 8k �04 N. 5 SPACES AT 10'-0" G.C. 1/8" % e 0 S J i x 2 1 � 0 1 © 141 36 3 SPACES AT 10'-0" O.C. 9.Bk 9' rNN L yQ3 V � �^q{ PII PZ P 7 3i yk aYeall 1 Y 0 2.10. 40 9.8k ?• eF Ia ' F 3 SPACES AT 10'-0' O.C. O �H. vell, GL 3 1/8" X 19 1/2" - NOTEc. 18 HJ 5-1 � rn 1-) CONCENTRATED LOADS TOP AND BOTTOM CHORD ARE FOR � NKIFR MA!N5 AND BB p MF H ul A LOADS SPRINKLER BRANCH LOADS ARE IN THE UNIFORM DEAD LOfD. 5-1 - r 2.) GIRDERS TO BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD OF 600 POUNDS LOCATED AT ANY POINT 011 TOP CHORD. I __ a m 3.) GIRDERS TO D DESIGNED AT ANY ADDITIONAL CONCENTRATED LOADS &2 - OF / 1 300 POUNDS DESIGNED AT ANY PANEL POINT OF BOTTOM CHORD. L//// ,, 4.) AXIAL LOADS SHOWN ARE TO BE TRANSFERRED THROUGH BEARING SEATS, ;; W p UNLESS NOTED OTHERWISE. 21'_6 1 Y [0'--111 2" 11 -3" 1 -T.OF. T.O.F. 21'- 1 1' OF. 51 BEARING C SHOWN ARE NOMINAL, SEE PLAN AND DETAILS FOR T F Ij BEARING CONDITIONS. — ? \ 6.) WEB CO/FIGURATION IS AT DISCRETION OF MANUFACTURER, 7.) GIRDER BRACING IS AT DISCRETION OF MANUFACTURER. 8.) .HO NET UPLIFT FORCES ON GIRDER ij C LQi '1 T MOIST LOADING DIAGRAMS - - { WALL BELOW- !j W MFR AXIAL LOAD \\•'j MARK (PLP) NO. JOISTS (TOP CHORD) 'Y p 11 ' 11 6< W(TLAQ — p O 370 28K 2.58k --- v --- ' - 1e '' e ZSD 1 NOMINAL SPAN- 18'-0' TL O.W. U 1; 4+ O 28K 2.58k RIDGELINE ffi ,-------------- 5 ---- IDGELINE ----- - -- -- -- - - ------ - er v)» NOMINAL SPAN. 38'-0. 3 9 __. _J- _- .__.-.- - O i S i _ 1 ""7---- --- ----�. i, 1 H.AVtvWg, ! -4 11 ; 2,-9• TS+ 6 FF4ii ci 5'1 ry 2TOT. i T.O.W. 22-3•TOF p 2T.0 F TOT. 1 R n. NOMINAL SPW- 20'-0" WMAQ © 28K 2.5Bk O i 9 NOMINAL SPAN- 20'-0" 5-{ — 1 Nom, - i 1.) CONCENTRATED LOADS TOP AND BOTTOM CHORD ARE FOR SPRINKLER MAINS AND MECHANICAL LIAR& SPRINKLER BRANCH LOADS ARE IN THE UNIFORM DEAD LOAD. 2.) O1 O AND n HAVE ONE END SUPPORTED AT WALL PANEL. n h ro 1 3.) JOISTS TO BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD OF 300 POUNDS LOCATED AT ANY POINT ON TOP CHORD. 4.) JOSTS TO BE DESIGNED FOR AN ADOTIONAL CONCENTRATED LOAD z OF 300 POUNDS LOCATED AT ANY PANEL POINT OF BOTTOM CHORD. 5.) JOIST BRACING IS AT DISCRETION OF MANUFACTURER. Q I 6.) ALL JOIST BEARING DEPINS TO BE 2 1/2" UNLESS NOTED OTHERWISE. 7.) AXIAL LOADS SHOWN ARE TO BE TRANSFERRED THROUGH BEARING SEATS, Q �, UNLESS NOTED OTHERWISE. 8.) NO NET UPLIFT ON JOIST. p � 111 / p z/ tl V) z 1 1 4 1 O Lki i 2D' 1 1 J T.O.F 7 ROOF FRAMING NOTES: ; - - -- - �L-/� 1) DESIGN LOADS: ROOF LIVE LOAD- 25 PST, MIND SPEED- 80 MPH OGX ( / i . I ORDER A NRS: EXPOSURE B,SEISMIC ZONE 3. AT SIMPSON L .C., STRAP PE v 1 j PER DETAX 1 �Il 'p AT 4'-0. 0.0., SEE 7ETAIL 2) ROOF SHEATHING 15 TO BE EXPOSURE I APA RATED OSB STRUCT I SH'-ATHING 1 (8X10%15/32) MIN INDEX 32/16 */ STRONG AXIS PERPINDICULATR TO SIJPPORT9 A e AL ' '^yy�.I� 1 4 ' z W/IOD AT 6" O.C. AT SUPPORT EDGES AND 12' O.C. IN FIELD. 3) X-%• DESIGNATES ELEVATION OF TOP OF FRAMING +_� ASF, (BOTTOM OF PLYWOOD), ABOVE FINIS14ED FLOOR. (Q/ 4) X'-X" ` DESIGNATES ELEVATIOIS OF TOP OF WALL OR SPANDREL ABOVE F,F. 6h I u\� 1Ll' _ T.O.W. .0. . I i 1 -. _-_ -_ _. __ _ / 7 LL_ D.S. INDICATES LOCATION OF DOW SPOUT BELOW �J -'---- - r \e wZ __ III. Do- j j SIMPSONT 4'-0 L ,C,. TENSION TIE 1 1 L J I Q 8)--------INDCAIES LOCATION Of 6 % F SUBOri GM BLOCKING REO'D 19'-It• AT 4'-0. O.C.. SEE DETAIL 19'_1" 1 Zd 1 4 `p'0 ; i L L I 0 ON ORDER - SEE PLAN AND DETAIL ty - TO 1p ? -�W, 4 11 '� O S-4 `•-' •t O O 7) TYPICAL SUB-PURLINS TO BE OF 02 2 X 6 AT 24" O.C. (V.O.NJ. c 21 �D TOF RI' 8) INTERPOLATE ROOF FRAMING ELEVATIONS BETWEEN SPECIFIED ELEVATIONS. r i --�- -�--�-- -�-� -� U V1 F CLQ j DAR 0. 0' SDALr INKIJ ero. 1 AS NOTED 9M73 VJOB MA" d4dIL - - --- .y3. •- 1 1/2" I. O-D• \Ave v¢ Ilo JIB 1 ROOF FRAMING BUILDING B PLOT DATES C� Z -_ 1 - , 1 IS N 13'.10.59 JCS J J 1/2 N6 3737 Jcs 5/1 8' 20.2 JC9 5/219.2.3 JCS is DULvb PltTWeUrm�lue p 5E -J 8/127,2.17 A M jMti&lnlncWTer^AVE. 31) 5GI 4/ 0/t(� � MIr ser S/3/q$ iiT,i IX f umrnl'Ihe ll, r nmem clm, It Ili, 1,. ? r lNl0l?II000 _.:..`• IJP .I �. ' IatrM1 ��l IgII�IIIUI Ilyl��irl l i � , . _ Illiliyll�ll IilUll� I i I I �I � PI I f l � I l ; ,.. . IT I'i II VIII I. 111 R II 1111 I Ilial' III VIII. II IT Illlt�l� 1 I A 1 r: v. ,JI r. .34Pi/il X =1 rt I UL .},kk ,i""x}TWrne+rW+N�r^IWrl... • r r .eke,tp ; I F�f, 1 d�, � � ',t t"^yi(y `j�• • ; Xy d � �f �jC � 4 • . v, v„ "aa .;r..', .y :,�✓;,.. vA yK. ,.....• .. -. '• .- ...... ..._ ... .,.. - .... .. < .. ..,. ..,.. "` P 'F;�' St'�i �W S Y I ..y' ,•.:i i •, d - a/ . :. , .. - _a+.r •.:.:•.. .__, .. ., .:... .. ..:. .• i. 1.. .:, ...r .... .. ... r- r...,h .. .y M1 '� �. ;, d,..•.-1. '��.�a:7a,,r a�y f'�. ,,.•• CFt.A ?.i.�'�ri� .i A4f._. 1,':1rY+ u�I�.b�. I �taF '1 1 , r /PRE CAST CONCRETE IiLT-UP WALL --- t 4 DOWELS x 0'-4" 3/4' 1/16" MAX SLOPE Tl ' ANC BOTTOM GRID BEARING PLATE - 3/4 THICK DRILLED/ T 4-0' O.C.C. BENT OVER WALL BAR J NOTE. IF WOOD FORM IS USED FOR OR USE 1/2' OIA. THREADED ROD x 2'-0" ANCHOR BOLTS AT PLAN Will S 1�, MIN EMBIEDMENT fff KEY. KEEP WOOD NET IN LOOP INSERT OF FLUSH SHELL - EDGE D PA AT OVERHEAD DOORS BEFORE /POUR JOINT. 11MILAR TO COLDTOOLED Pn.JEL EDGESEE Pl_AN CONCFIFTE POUR TO PREVENT , SvWLLING i CONTROL JOINT EXCEPT RUN SLAB I -TS COLUMN - SEE PLAN y Ar STEP EXTERIOR GRADE 1/4- -� _ 0 I. TAKE SPECIAL CARE AT MAN DOORS _ ----STOREFRONT SEE ARCH. qu REINFORCING THROUGH JOINT 10 I'HOURGHLY I 1/13 RADIUS TOOLED EDGE / r. I I PROTECT COLUMN FROM CONCRETE ; r"- vi x' COMPACT PAVEMENT SLOPE SLAB 1' IN 1'-0' t KEY LOCAiF KEY AT 1 I I I SPLATTERS BY TIGHTLY WRAPPING AND AND BASE IN � AT OVERHEAD DOORS 2" _- t;� M _ D / W 15 L8. PAPER. TRIM FIU�'I / , 1 THICK PRE-MOULDED ,.. SIAEI DCPTH _ I I � FRONT OF O.H. DOORS • I I i W/ SLAB 'EXPANSION JOINT MATERIAL. I v D . �IIIII� • __ - Z� �� II_ II �BLOCK OUT SLAB FOR COLUMN. _ Y FILL AFTER COLUMN IS PLACED O O00 v II UNDISTURBED !- t : - -- _ J2' I •II CS °• ---- EARTH o � COMPACTED BACKFILL •6 - 1 -ALL CONSTRUCTION JOINTS TO BE COLD CONTROL O < AT EACH SIDE OF WALL. ? •o •� 1 I� ! -�TILT-UP CONCRETE WALL MATCH FOO"PINGI ': k a JOINTS I w USE CRUSHED ROCK INSIDE 3 -_ REINFORCING �a'•R, { 2 -SEE PLANS AND SPECIFICA110N'.i FOR TYPE AND w Z I _ I COMPACTED SAND OR O BEND PANEL REINFORCING INTO I e LOCATION Cf JOINT _ '� SHIM PANELS AT 8'--0' O.C. MAXIMIIM �' O I �'-'� �J I I tJ - I I I p w b GRAVEL BACKFILL. DO SLAB 18' OVER /4 I _ . • (MWIMUM THREE SHIMS PER PANEL) AND;_ iu I I q 4J NOT FILL NTH CONCRETE. • ty _-__-- _ - ,_ -_ �_ " - GROUT ;THIN 24 HOURS OF SETTING PANEL REINFORCING • • PANEL. < 1_6" MIN._ ' • FOOTING SIZE AND REINFORCING � a COLD KEYED CONTROL JOINT - � � � •� - g - .o o � • . 5 FDN-08A 1 1/2' = 1 -0 -SEE SCHEDULE FUR �.. �.. "4 �•. - SEE SCHEDULE AT FOUNDATION PLAN o- f �j • FOOTING SIZE AND FOR FOOTING SIZE -SEE SCHEDULE FOR ' " 0 -----r-• • REINFORCING - - AND REINFORCING p• FOOTING SIZE AND DIlr VERIFY FOOTING SIZE 6 FOOTING STEP � _ REINFORCING p o � 1/8' RADIUS TOOLED EDGE ~' Nf� o • pg • • ' • e :ILI AND REINFORCING _ 53-6 1�1�0 z o \ 3/4" X 1'-0' SMOOTH CREASED _ __ __ _ D'-3" CLEAR • ��p o "- \\\ DOWEL AT 2'-0" ON CENTER. - _ o o.• . ` < CENTER IN SLAB. 6" DIA PERFORATED PIPE SURROUNDED o of BY FREE DRAINING CRUSHED ROCK ' # • • • L----AND WRAPPED WITH FILTER FABRIC ---------- FOOTING DRAIN -- —� - "FOOTING DRAIN TYPj 4r`racy DRAIN TO S1ORM, SEE CIVIL. TYP. 1 • LAT ALL PERIML,ER FOOTINGS _-J3 INTERIOR COLUMN AT FOOTING 4 SLAB EDGE AT DOOR OPENING 5 STOREFRONT ENTRY — TILT WALL U. ar C •� 1 N �� !t , S4-3 0 _ S2-3 1 0 C- STOREF 2 SLAB AT WALL POUR JOINT -- U� �•.• �a'��.r,Y;;, DOWELED JOINT INSTRUCTIONS: - 52-2 t 1'-0" 1 -GRIND ENDS OF SHEARED DOWEL TO REMOVE DEFORMITIES. MA ;t4 P.T. 2X TOP PLATE ATTACHED NTH 0 p &vus 2 -CAREFULLY REALIGN BARS AFTER TROWELING SLAB (2) - 20d GALVANIZED NAILS AT 24" O.C. k Vanserc TO INSURE BAR iS PERPENDICULAR TO JOINT't' µ1¢I r l iJO IM-AI 1 AND VERnc/• �Y ---- ROOF SHEATHING PER PLAN • 3 -GREASE ONE END OF BAR 4 -ALL CONSTRUCTION JOINTS TO BE COLD CONTROL. JOINTS / -- '-EDGER AND SUB-PURLIN BEYONDSEE DETAIL (10/8-4) P.T. 2 x 6 LEDGER BET)NEEIJ t� r, JOISTS TWIN (4)- 3/4• DIA. r WEDGE ANCHORS -SEE PIANS AND SPECIFICATIONS FOR TYPE ANp � LN LOCATION OF JOINT. ---- ,• l „ GIRDER SUB-DIAPHRAGM BLOCKING rW i t j t, USE 1/4" STIFFENER 4:14 1 b COLD DOWELED CONTROL JOINT , SEE PLAN AND DETAIL (13/8-4) - a a jl,l �, /� 1/2" TOP PLATE ,r CENTER LINE �--- PLATE FOR 63'-0" SPAN S:FDN-088 1 1 2 •� 1 -0 > 1 i; 7- x FLANGE WIDTH OF JOIST �' SUB-PURLIN - SEE-7 �/ c7x y• 4 3 W/(4)-1/2- DIA BOLTS a {'!i PLAN 7 1/� rim I, -174 oU �i 44:1 ti�F + TS COL PER PLAN ►'Ii , 3 SIDES 'BACKER ROn. PUCE IMMF.^'4TELY 4 *'' I;I, j'ii _ _ 1/4 ✓ AFTER SAW CUT (SAME - --% - --- SAW►' JOINT. 1/5 SLAB l ch iN. I; _ -' - - 6. B SIDE ELEVATION AT �UPPURI COL. _ - LJ — C -- III -- - -- -~ - �- - 7 /4'DIA. WED NTYP ANCHOR./ rc 1 4iy '., SAWING TO .`OCCUR AS E/,RLY __ -- ;; U.O.N. SEE I _-�— 3 16 (1)` / AS POSSIBLE NnNOUT `.PALLING j o - , Qy I W/ 3 3 a' z� 1/8 2 CORNER CCN+I CONCRETE. DO NOT WAIT UNTIL THE -- A "� 1 1/4 " SLOTTED HOLE IN ANGLE M JI FOLLOWING DAY I OF PLATE CONC. TILT PANEL-----a- I it •_' CL 10 1/2' 10 1/2' 10 1 2' 10 1 2• Fu a4 JMT --- --- E UNE JOIST / 5' S� . I � u4i w ERECTit)N BOLTS OF ANGLE -A 16 -___ \ -- 2X NiJLER W/ P.A.F. �FT w 4" AS REQUIRED rr pp�CC jl l 7' x 4' x 1 2" x 1'-10- ANGLE W T x 4" x 1 2" x 2'-8' ANGLE W t r rrPr - a SIAGGEREO �. / / / / _ W' �4STIFFENER X 1/2 X 0'-10- HATH WIDE FLANGE BEAM- , �,II ,I �II W% 3 3%4"DIMEEDMENTANCHORS. 3/ x 4" x 1/2" / 12" ANGLE/ON PLATE AT PER PLAN (4)- 7/8" DIA. WEDGE ANCHORS. 3 4' PLATE 6 1 2" x 20" W W/ 3 3/4EMBEDMENT •,�(3)- /5 A706 BARS x 36" LAPPED CENTERLINE U.O.N. i 3 KNIF P A \ END OF P g 1 2 OVER FULL LENGTH REINFORCEING V >- // T� Mum PER PANEL ELEVATION 1 1/2' 9' - W1 (3)- /4� B01_TS ~ h' J USE FOUR 13017 CONN. FOR 63'-0' S?AN STOP REINFORCING 0'-3' - PLATE ,3�/(4' X 12- X C-9' WITH 3 16WELDED TO CLEAR OF JOINT s/4"t► X` 3/16" EMBEDMENT :r TYPICAL EMD. PLATE/W" x3)•-3 4" I SECTION A SECTION A (AT PANEL JOINT) SECTION AT CORNER COND. �L N NELSO STUD ANCHORS 1' AIR HOLES �j� + r I x 4 NELSONS $.OFF T __ , I• � NN TYPICAL EMBED. PLATE 70 INSIDE i LEDGER BOLTS (n N 1 c WET SAWN CONTROL JOINT CONCRETE WALL P NEL WITH R NFORCING FACE of PANEL 3 18 --- -- - - -- r.� M S:FON-OW 1 1/2- 1 0 I CAGE CENTERED AT BIRDER E AS REO'D -- _ __ �.-_._ {_ _ NMi S --� SEE SHEETS S-5 F ELEV TIONS - USIDE ELEVATION A 1' V 6' EQUAL EQUAL EQUAL L 1' V-6' CCM L SECTIONS FOR CANOPY -2X PRESSURE TREATED TOP PLATE ANCHORED W/ P APET AND NTERNAL FACIA r.' STEEL GIRDER PER PLAN (2)- 20d GALV. NAILS AT 24" O.C. ; DO NOT WELD TYPICAL ( 8"'1 CANOPY BEAM CONN.i At 1 PROVIDE SIMPSON 'LTT208' AT L 6 X 4 X 1/2 X 0'-8- STABILI'ER NTH C)- CANPY 1 I 4'-0" O.C. NAILED TO 2x SUB-PURLINS I' I (2) - HILT] KW1K BOLT-11 1/2-0 X 4" 9 JOIST AT TILT—UP WAL EMBEDMENT DRILLED ANCHOR BOLTS Ii�ll ; STAGGER PLATES JOISTC BY 2" //EACH END OF PLATE 1I 'n SPECIAL INSPEC11ON REO'D 7 GIRDER AT TILT PANEL 3/16 1 1/2"\143 TOTAL PER PLATE) '" _ T-*—*� - ON DRILLED ANCHOR BOLTS USED _ RIPPED 6 x 8 - PERIODK SPECIAL RIPPED 6 x 6 BLOCKING TO FIT _1 _ S.501 1 1 -0 2" S'118PURLIN PER „ W/ SIMPSON HARDWARE --- BLOCKING PLAN W/ SIMPSON -NAILER - SEEIj INSP. REQ'D. 3 16 2 1 2 SEE PLAN FOR LOCATION 1 Q)Z3 i'I 3/8" BACK PLATE, 3/16" SIDE "f" HANGER Ii II PANEL PER PUN PLATES & 3/8' BEARING PLATE. 2 x NAILER SIMPSON 'MST148" ACROSS GLU-LAM ROOF SHEATHING 7/8" X 1 1/2" X 10" PLATE j� I (2) 3/4" DIA. DRILLED ANCHORAND STEEL JOIST ROOF SHEATHING PER PLAN . . . . . . . . . PER PLAN 10' II BOLTS TO WALL WITH 4" 718- 2 ;•'1' 2 x LEDGER BEYOND EMBEDMENT. (2) 1/ A OLTS 1/8' 2' 2x NAILER- SEE -- - - - - I 2 SUB-PURUN. SEE PIAN 11 I THROUGH GLU-LAM. SLOT SACK " tidR`t - ' +, - PLATE HOLES HORIZONTALLYB '- SIMPSON F' SERIES 1 1 2 III -- ------ __.-. DOUBLE ROW DIAPHRAGM i _.. HANGER SUB-PURUN A If FOR FIELD ADJUSTMENTS. -- � _ EDGE NAILING - SPACING 2 1 2" z� a�x 4r1 r P.T. 4x6 LEDGER WITH 3/4' DIA. PER PIAN __ __-__ _ .y uaa e DRILLED ANCHOk BOLTS W/ 4 3/4' _ _ 8• JO15T VERIFY 8' - EMBEDMENT AT 48' G.C. U.N.O. _ MIN. PER PLAN W/ MFR. I ILII ----_-- - t/4 AeH SFIEATHINGFREELY----- VERIFY W/ MPGR. IJP-TNI G --_-- -- -- - ` I j - n � - T't1 GLU-LAM BEAM - — —_ I. �' •Ki�tt�t��H<it,�^lj�lly, t r ��.�Yi�St ' ' \ ✓ ' '/2SUB—PURLIN AT WALL 1/4. TYP x 4'10 (2) 1/2' S4_10 1 1 _0 LAG SCREWS ' I i!I'Vl•j, -- --�, _— - - - PLATE f , j��( t• a�`t,+x�` "'' �.� i k � � � � I �!�i 2" 9' MIN. 2• .— I I! i 4' 1 1/2- GLU-LAM PER PLAN ;N: ,,'!• 4 ("•. ,Si nit' .w r j ,�,.' \ i 1/4 4 MIN. r •:n / A a 1$p ylh y� e #{ ? aE 1/8• GAP SIMPSON -LSTA30" ACROSS JOISTS, _ 1 f -- 1/2" x 9" X 13" BEARING PLATE lj, MIN, - 1 np SEE PLA14 FOR LOCATION AND SPACING. - - -� - W/(2) 3/4' DIA. A325 BOLTS I I' III SIMPSON "GLT3" HANGER - CD 3 ` a r 'IMr,u INSTALL SHEATHING NAILING (SHOWN DASHED) 4" N \ / I EACH GIRDER I I II ELEVATIQN SPECIFY HANGER DEPTH AS s BEFORE STRAP TIE. , --- x�I l � r glrf' JOISTS PER PLAN - n GIRDER PER PLAN > i i yIl A JOIST PER PLAN pp JOIST SEAT AND NAILER. VERIFY - ' k.. .,w Bi�,W,. t ^4 S�,'^ 5 lA y t.,, ✓ ✓�. ` r r i, � CIU-IAM DEPTH MINUS DEPTH OF I I SPACING WITH STEEL JOIST CONNECTION ROOF SHEADi1NG - SEE PUN FOR NAILING r1 r, SKEW BRACKET TO C ACCOMOOATE PANEL I L 7/8" X 1 1/2PLATE STEEL GIRDER PER PLAN 7' X 7" T.S. COLUMN PER PLAN ANGLE - SEE PLAN FOR ANGLES 2x NAILER //OPTIONAL 1 3/ )4" 1VL —STEEL GIRDER PER PLAN %" yJ 'tl Yv' ,y rA uIF� ) 1 to rel i it. A _� I , iii ''•• i S}. M aiyr Ne r br ai I�1 , ql 1 -. WIDTH TO MATCH JOIST WiD iH. drr aa7J7 EYE 2 Tr _ y , 'rte...- i��-_-• SUB-PURUN SEE PLAN :- F"' SIMPSON 'F' SERIES HANGER DO NOT WELD =;rte - '_.r - L..l... t � -'1STEEL GIRDER PER PLAN - 1. � J 16 GLU LAM AT GIRDER 13 GIRDER SUB—DIAPHRAGM BLOCKING 3/4' STABILIZER PLArE x 8" x 6' 'G ~' GLCONN2 S 1 0 OPEN WEB STEEL JOISTS AT 10'-0' O.C. WITH _ 3 16 — PLAN VIEW r- /14 GRADE 5 WOOD SCREWS X 1 3/4" AT 36" O.C. EACH 510E OF WHERE ANGLE INTERSECTS A JOIST/GIRDER TOP rHoap (STAGGERED) 14 STEEL GIRDER AT T.S. CUL. WEB, NOTCH ANGLE AS :<EQUIRED AND Q {i S:RFS-05 1 1 -0 SPIJCE WITH ANGLE SiOWN ABOVE. t 1 ?_ JOIST AT GIRDER 15 GLU—LAM BEAM AT PANEL Cn 0 I, RIPPED 6x TOP PLATE BLOCKING BEYOND W/ S:RFS-06 1 1 -0 3/4- J-BOLTS AT 48. O.C. NOT =CH _ GLCONNi 1 1 -0 11 SUB—PURLIN AT JOIST T CANOPY JOIST LOCATIONS H AT t8. O.C. —"-�` (2) - 10d AT 4. O.C. STAGGERED STRAP 1 - 1 -0 ANGLE TO ALONG 4 X 6 BLOCKING JOIST PER PLAN -<EA. SIDE 3" x 3' x 1/4" ANGLE WITH 1/2" DIA. EMBED 1/4 CONC TILT WALL BEYOND 24" J-BOLTS AT 2'-0' O.C. ■ • • o- Ij 'I 4 X 8 BLOCKING 11 ,I r STOREFRONT. SEE ARCHITECTURAL - 1' PREMOI.DED EXPANSION�JC'^NT -r , _^-- 8 1 2` THICK CONCRETE C�OA�T ALL EXPOSiO STEEL W/ I� AT ANC1E Z MATERIAL OR WOOD NAILL.. �� - - T{PICAL REINFORCING PER PLAN. - SEE ARCHITECTURAL MFR. W/ o PANEL U.O.N. I BITIMINOUS MATERAIL BEND INTO FOOTING OVER /4 BAR - I #4 x 6• �4 AT 12" O.C. z AT 24" O.C. BENT OVER /4 BAR -----� HORIZ��\ 6 14 I I CONT. /4 Lax 4x 1/4"x 1'-0" SEE DETAIL 1 13 — OPENING STEPS UP BEYOND W 2 -1 2• DIA. x 18' _ ! ' L3" x 3 x t/2" x 2'-0' W/ (3) /5 x 24" M / ( ) / DOCK BUMPER FOR SHEAR W PANELDEFORMED Ij BARS WEIiED TO EACH ANGLE AND SEE(-4 FOR FURTHER INFO. 1 1 1 SIDEWALY.. SEE ARCHITECTURAL BAR • -- NAT 18' O.C. o ELEVATION AND REINFORCING ANCHOR VERT. I i' BEFIT OVER CONT. f4. STAGGER BARS 3- USE 1 2- DIA. X 3" LAG SCREWS EACH SIDE (ALT. TAILS) • • SEE XPLAN FOR LENGTH OF ANGLE3�: n 'do _ /4 AT 18. O.C. ZCANOPY JOIST PER PLAN , I EACH 3/4" X PANEL THICKNESS X 1'-3' (ALT. TAILS) M I LEG 1/4 `-+-+ V` , ,"' 1/4 EMBED W/ (3) - /5 X 7'-0- I • • I , A706 BARS EQUALLY SPACED n n SEE FOUNDATION PLAN do, cy aYd ty �p wa X CENTERED ON L3 1/2 X 3 1/2 X 7/16' X 1'-0- j W W 6' Q. i -'� 1 4 1 D$ %a SPLICE. SPLICE CONC. TILT WALL -'�--- -- �-.._ - ---- AS REQUIRED %se� D 2' FOR PANEL REINFORCING SEE / 'o x b TILT-UP PANEL PANEL ELEVATIONS < < -i'-� ' 1 ��. /\�j \�� , .*_-FOOTING AND REINFORCING 1 1 2 ' 9" ' 1 2- •�� PER PLAN �y ��\ �, p _ 0 SEE SCHEDULE [�Q�; pgpVlpE 31'4" GROUT 86G + • " o —SIMPSON "HUS46TF" EACH END \�>\ �\ 18 JOIST CONN�.CTION �•` �+ AT THIS PANEL pNLY TO MATGH wELO. p i� 3/4' X rj R 2DE PLATE wITH OF EACH STRUT F- p (4) - A708 DEFOd1AED BARS -•r'1 -0 G now, TE THICKNESS. M PANEL AT 'ct SW AT 8" WALLY SPACED ALONG PLATE 59-11 1 •g .. '�� r JOIST AND NAILER I -D.F. 4 X 6 STRUT Q 1h • '0 0' C. MAX. - TYPICAL. r' (,2) / t BARS x CONT. 4 �� • ' �� AND 21 EMBEDMENT BARS TOTAL) PER PLAN12 CIC g•€ COLUMN --- - FOOTING DRAIN TYP. • ��. . ;; 5 16 TYPICALf 1 to 0 Sr-EDGEOF CONC. . n •t • SLAB 19 LOADING DOCK SECTION DATE ,...� --- • • ,N\\�A\\� - - DtCKI 1 1 STALE PROJ. NO. ° • 3/1� �• • � FOR FOOTING SIZE AND REINFORCING a AS NOTED 98073 �y o O SEE FOUNDAl10N PLAN BEARING PLATE -• 1/2' THICK Ie V DRAWN CHECKED• • 10" x12' W/(4)- 1/2' x4' L4X4X5/16STRUT NELSON STUDS SEE PLAN FOR SIZE & REINF. 0'-3• CLEAR SECTION AT JOIST JCS JTB --- f(X TING DRAIN TYP. T.S. COLUMN PER PLAN — � 21 FQN AT SHEAR WALL 22 DRAG STRUT 9�. N� FONSHR tib C: CAO ',% URAGI 17 RECESSED STOREFRONT ENTRY 20 CANOPY COL. BASE PLATE — VLa PLOT DATES: STWRN 1 = 1 -6 PlJ1 1 1 -0 4/15/96 13:14.36 ICS S 4 8%1 6% :38, JC1.0 S 6 Lmw C:\ACAD\a"973S-4 21/98 t • JC F'4R-0227A:NI1174...AVE � ' �� ?w f�j �� 14614ISF7SSW74"'AVT"� srr _1v u or I A. This notice nlrpenrs clenrer Ihnn the JUN 0 1 20 umcnt, the document iv of nnu•kinnl qunN1Y• i111CT(111l111Cd Fr r, + fT�l1,�, �I�`��II(IIII' �f�lil�I►111111iIIIIII 'iff, 1111: TIM17 1 09 s; ' IIICFI w►°It MI Of11UI1► d4�•'. II t I !! I it 1 I iI 1 I I III 1!hi I 1 { I 1 I i I 1 I III III It N!l th lii�lll Iti X111 it, !{ 'i'.:1 111'11 Ili 1111 11111 I llllil I) r r I { .I - • , e.. ,..: .. ry. .,:..,.. .Y:s.�sa.u.....':L,# ,1. C v K.K v 1.�:` ..:,�:,e».*, a:x ....,,..:.w .... .. yen}-,�.••-r -...a.:...._ '�.rn+s-f:- .....i:... • i t I "T"y- yw 77,7' �,P-7�,,17 1" FOR REINFORCING CALLED OUT AT TOP OF FRAMING, BOTTOM LOCATE CONNECTION AT MIO-HEIGHT AND 1'-0- BELOW EACH FACE, LOCATE AT I- MAXIMUM OF PL YWOOO fop OF FRAMING. (2) CONNECTIONS PER PANEL JOINT CLEAR OF EACH PANEL FACE -Y x .3/8' x 1'-0" FLAT BAR WHERE PANEL JOINT OCCURS AT BEAM LINE, LOCATE 0" WITH (2) 1/2* DIA. x V "-6' NELONE PANEL CONNECTION AT MID-HEIGHT ONLY. ,_J 1/2- CLEAR (2)- J4 CONTINUOUS AROUND DEFORMED BARS BENT AROUND EXTRA PERIMETER OF PANEL VERTICAL #4 BAR x 4'-0' LONG. BUTTERFLY CONNECTION: PANEL THICKNESS 1/4' PLATE x 3* x 0'-8' WITH 1 V AS SPECIFIED TYPICAL PANEL REINFOI7CING EACH SIDE. SLOT AND 1/2- FOR 5 V2" THICK PANEL - DIA. CENTER H I DO NOT OVERHEAT. BEND TOP AND BOTTOM LEGS IN #5 AT -2- O.C. VER1. OPPOSING DIRECTIONS TO nU. JOINT. 05 AT V-4. D.C. HORIZ. C-191" LONG FILLER ROD _4,k�73/14' CHAMFER AT 1'-0' LONG FILLER ROD POURED DOWN SURFACE 8- JOINT MOTH + 1/8" WELD EACH LEG. EXTERIOR FACE U.O.N. / z DO NOT OVERHEAT BY JOINT V41DTH 1 1/8- 3/16 TWO CONNECTIONS FOR EACH 3/4- CLR SIDE OF PANELS AT MID -0' ANGLE 2 1/2" x 2 1/2* x 3/8" x 1'-0' ANGLE i-YPICAL PANEL 'EDGE HEIGHT AND 1'-0" BELOW 2 1/2- x 2 1/2* x 3/8" x I' WITH (2) 1/2' DIA. x 1'-6* NELSON EACH SIDE DO\ WITH (2)- 1/2* DIA. x V-6* NELSON TOP OF FRAMING DEFORMED BARS BENT OVER EXTRA INTERIOR FACE DEFORMED ANCHOR BARS SENT NOT OVERHEAT/'q (POURED UP) OVER #4 x 4'-0' VERTICAL. ---HEAVY TOOLED EDGE AT #4 x 4'-0' VERTICAL POUREO UP SURFACE 2 �3 17 OR —Aft �1'-O' LONG FILL R ROD 0 4 BY JOINT MOTH ± 1/8" .2 .3" x 3" x 1/4' ANGLE WITH j an (2)- #5 FULL HEIGHT AT EACH 1/2' DIA, x 0'-6" --BOLTS CL_j SIDE OF OPENINGS. AT 2'-0 ON CENTER _�SEE ELEVATION FOR REINFORCEING OPENINGS LESS THAN 3'--0" \EXTERIOR FACE U.O.N. 7'-0' STOP REINFORCING BENT PLATE 5- X 1/7- X 3/4" TYP. rn 2'-0" BEYOND OPENING 4-3/4" TYPICAL I" CLEAR BACK UP ROD DIA. TO BE NOTE. RUN ANGLE FULL HEIGHT AT ALL OVERHEAD DOORS. 1'-0- LONG W/ 2 - 1/2- DIA. ai (X)WHERE 2'-V EXTENSION IS EXTERIOR FACE U.O.N. 1 1/2 TIMES JOINT WIDTH. BE [WEEN PANEL JOINTS X 1'-6' NELSON DEFORMED NOT POSSIBLE PROVIDE EXTERIOR FACE U.O.P. 3/4" CHAMFER AT ALL PANEL EDGE ANGLE BARS OVER DEN 4 "N' GO* HOOK x 0'-6* ADDITIONAL NOTES AT DETAIL EXPOSED PANEL EDGES CAULK JOINT BAR X 4'-0' VERTICAL z ADDITIONAL NOTES AT DETAIL ADDITIONAL NOTES AT DETAIL '5 (2)- #5 Al TOP AND BOTTOM (SD OF ALL OPENINGS. EXTEND r4-'\ 2'-0" BEYOND SIDES OF OPNG. Ir <j)WHERE 2'-0- EXTENSION IS rf*�N PANEL CORNER CONNECTION TYPICAL PANEL JOINT PANEL EDGE DETAILS 5 EXTRA REINF. AT BEAM LINE MITERED PANEL CONN. NOT POSSIBLE PROVIDE — I' 3 90* HOOK x 0'-6' S;FDN-02 1 112" -7775; S.FDN-03 1 1/2" 1,-0 S:FDN-04 1 1/2' 1'--0; S5-5 1 1/2 F:\TYPING\S7-1 C,I N let S_ FINISH FLOOR N.T.S. 4- 6020 TYPICAL PANEL REINFORCEMENT SEE DETAIL TYPICAL PANEL REINFORCEMENT SEE DETAIL TYPICAL PANEL REINFORCEMENT SEE DETAIL van van TYPICAL TILT UP Pk NEL '-0 S5_1 1/4" TYPICAL PANEL REINFORCEMENT 3 TIESI AT 8* O.C. TO SEE DETAIL 2'-0' ABOVE AND BELOW OPENING, BALANCE AT 24' 0 C. 3 DES AT 8" O.C. TO-----\ 3 TIES AT 8* D.C. TO 2'--0' ABOVE AND BELOW 2'-0' ABOVE AND BELOW C14 (3)-#5 VERTICAL BARS EA. OPENINS, BALANCE AT 24- D.C. OPENING, BALANCE AT 24" O.C. 1C rn FACE, FULL HGT. (3)-#5 VERTICAL BARS EA. (3)-05 VERTICAL BARS EA. Pei o FACE, FULL HGT. IN --------------- F" C14 0 3 TIESU AT 8- O.C. TO 2'-0* ABOVE AND BELOM; OPENING, BALANCE AT 24' O-C. (2)- 05 BARS TOP & BOTTOM. (2)- 05 BARS TOP Jc BOTTOM. OF OPENING TYP. OF OPENING TYP. (2)- 05 BARS TOP & BOTTOM (4)-05 VERTICAL BARS EA. LA_ OF OPENING TYP FACE, FUJI HGT, -cc _-1 . 0 FINISHED FLOOR (2)- 04 BARS AROUND FINISHED FLOOl 2)- 04 BARS AROUND #4 BARS AROUND FIN"151t(ED FLOOR PERIMETER TYP. PERIMETER TYP. PERIMETER TYP. (2)- #5 BARS TOP Qt BOTTOM, C14 OF OPENING TYP. L —I NOTE4 Pei (2)- 5 BARS AROUND J NOTL DIFFERENT OPENING STORIFRONT OFFSET DIFFERENT OPENING CONFIGURATION AT CONFIGURATION AT SIM., E SIM., SEE ARCH'L ELEVATIONS WELEVATISEONSARCHI FINISHED FLOOR (2)- #4 BARS ARND D 1'8"\ PANEL ELEVATION A� 5 1 /2" THICK r9_*� PANEL ELEVATION R� 5 1 /2" THICK K70"� PANEL ELEVATION 5 1 /2" THICK PERIMETER TYP. N.T.S. BLDG A N.T.S. kZ-j BLDG A N.T.S. \��y BLDG A RDE BLDG B, SIM. TYPICAL PANEL REINFORCEMENT \ . . . . TYPICAL PANEL REINFORCEMENT SEE DETAIL---- SEE DETAIL(q-� TYPICAL PANEL REINFORCEMENT TYPICAL PANEL REINFORCEMENT (3)- #5 FULL LENGTH S_5 X-6' L SEE DETAIL SEE DETAIL LAPPED OVER A706 BARS PER DETAIL PANEL ELEVATION AA 5 1 /2" THICK - (i-94 t I BLDG A N.T.S. T Ll e S-5 TP TYPICAL PANEL REINFORCEMENT 0 3 TIES AT 8' D.C. TO # 3 TIESf AT 8t- SEE DETAiL Ill 3 TIES AT 24- O.C. OPENING, BALANCE AT 24' .C. TO 2'-0" ABOVE (6)-#5 VERTICAL BARS EA. 2'-0" ABOVE AND BELOW O.C.D.C. AND BELOW OPEANING FACE, FULL HGT. IN 4'-6- 3 TIESC-3 AT 8' O.C. TO BALANCE AT 24 D.C. is CAGE 2'-0" ABOVE AND BELOW (3)-#5 VERTICAL BARS EA.— OPENING, BALANCE AT 24" D.C. FACE, FULL HGT. rf 3 TIESIE= (5)-#5 VERTICAL BAR AT 8' D.C. TO HGT. 2*-0' ABOVE AND BELOW EA. FACE, FULL L OPENING, BALANCE AT 24' D.C. ------ I r f-(5)-/5 VERTICAL BARS EA. (5)-#5 VERTICAL BARS EA. L FACE, FULL HGT. FACE, FULL HGT. Ill 3 TIE SC----J AT A" 0.C. TO 2'-0' ABOVE AND BELOW (2)- 05 BA TOP & BOTTOM.OPENING, BALANCE AT 24' O.C. (2)- 05 BARS TOP & BOTTOM. (2)- 05 BARS TOP BOTTOM. OF OPENING TYP. OF OPENING TYP. OF OPENING TYP. VERTICAL BARS EA. A --- FACE, FLILL HGT. FINISHED FLOOR (2)- 04 BARS AROUND FINISHED FLOOR (2)- 04 BARS AROUND — FINISHED FLOOR PERIMETER ra:. PERIMETER TY9. < r .(2)- 05 BARS TOP & BOTTOM. 444:� . . . . .. > OF OPENING TYP. NO WINDOW AT SIM. < LTJ 2 PANEL ELEVATION A5 1Z2- THICK K l 3 PANEL ELEVATION ON N5 1Z2_ THICK 1 4 PANEL ELEVATION 1 2" THICK NNO" NDOOR AT15 PANEL ELEVAnONA6 1Z2" THICK _ N.T.S. N.T.S. N.T.S. BLDG B N.T.S. BLDG B BLDG B BLDG A FINISHED FLOOR (2)- 04 BARS AROUND cf) PERIMETER TYP. NOTE. DIFFERENT OPENING CONFIGURATION ATz SIM., SEE ARCH ELEVATIONS 11 PANEL ELEVATION &_5 1 /2" THICK N.T.S. OVERALL OVERALL BLDG 13 PANEL CKNIES, ICKNES a'-0. APPROXIMATE EXIST. m SLOPE AT WORST LOCATION1400 < W[cm INSIPECTM REQD OF T 0.5.0,46, aftim mcmv says AT Ltr 40 Rmsm no PRO'ADC SWPSON 'LT720B, TrwSm Tw .1 TO 2X %A-PURUMS - SPACE AT 4'-0* O.C. WE I;IISH FOUNDATION PLAN LiJEP STIRRUPS CLR. ---FOR FOOTING DEPTH AND STEP III REVEALS LOCAIIONS Ld L Ld ROIL. > SEE DETAIL (2/S-4) FOR FURTHER INFORMATION 2'-0* OF GRANULAR BACKFILL W W�AQ�NIN DRAT FABRIC SM-P~ PER PLAN G I uj x 0 HAW" Lli swsm "r, SIM% 10 14- T. 4 X 6 LEDGER 07H 4' DIA, ANCHORS W/ 4' .9 SEE SCHEDULE FOR DANDMONT. SPACE VATH SUPSM 'L TT 208' !? < AT 4'--0r 0.41 FOOTING SIZE AND ---TIT-UP CONCRETE 11MIL DESIRED 2 TO 1 SLOPE REINFORCEING /-STIRRUPS PER ELEV. o DATE 16 SUB—PULIN AT WALL SCALE PRf)i. No. 1 -3T4'- lr 6. — PURUNW Y 3 • • EO. EQ. AS NOTED 915073 DRA*W CHECKED AT GIRDER CAGE TYPICAL CONIFIG. -')Al D ics JTIB G A MEST EDUNDATIM—SECTION r17**\ PANEL REBAR CLEARANCES 18 BUXWTA 3/16- 1 -0- SHEET NO REVEAL 1 1/2- 1 -0 «'---FANNO CREEK VLMK PLOT DATES: 4�26/98 6:211 111CS S 5 5 1/98 6:38-59 JCs 5/21/96 16:3.30 JCS 5/26/988 8:54.27 JCS OF C:\ACAD\VDL\,9W73V8073S-5 6/19 A 6:56,3Q JCS WIN11-0227&HU9 P 11-02211 BID SLr-r RE V I SED PE:kM 17- -SE�7- 9/30AS 5861&15811 SW 74t'l AVL' I,(W in -M -ni-9 clearer than the ir mis notice app JUN 0 2 2000 ty. MO '00 tAr timent, flip document is of Illarginal quali 1111crofilliled .'III jil 11111 Ill il'Ifilil: I-11111111 I I iII I11 X11 t"m 11 Jill Ii 1 11111 Ilt 111111111111 Ill►1 1! 1 li bt I liq!!!jjl1I 1 111111111 Itt6oTt, : .11'. 1 11111 thl qjj!: 1 11111 a I �r,,mv?7w-m 7A Rl"V110-711 MWT"Iml' KF J S C"ki W ,i_C, �T �;i HIM A iMfim ..A L ii LaiL��z'L 't Y 1. HALF STREET IMPROVEMENTS FOR CREEKVIEW BUSINESS PARK 15850 SW 74th AVENUE WCTM 2S112DC, TAX LOT 01400 0 z oRFWWW � n] 4ES E KNE Owner: _ w PACIFIC REALTY VENTURES, INC. 17700 SW UPPER BOONES FERRY RD., SUITE 100 Portland, Oregon 97224 + � Phone: (503) 670--5424 C Fax: (503) 670-9400 NEW AC PAYING r Contact: DANIEL G. MALONEY z aicuss c AC z OVER 2• a ttASS 'B• AO Z F PAVE BOTH LIFTS TIE SAME DAY CURB AND GUTTER CC _ OVER OVER 304.2.O�CRUISNED ROdt SEE Ott DETAIL LLI Engineer: VLMK Engineers EMT AG v It, O P, C 3933 Southwest Kell Avenue SAWCUTEns ,.o FROM PDOE 3 Z 3 1 ~- N ZO Y DUST GRADE Q2 H Portland, Oregon 97201 NEW Is' RCP s,s= Phone: (503) 222-4453 EO:TwAER_'o PROJECT-- cr N Fax: (503) 248-9263 SITE Contact: JOHN T. BROOKS EXIST 10. SAN m Surveyor: TYPICAL CROSS SECTION G & L LAND SURVEYING, INC. "'� DURHAM RD. 8112 S.W. NIMBUS AVE. JQQyR Beaverton, Oregon 97008 S�O�RI Phone: (503) 641 - 0308 Fax: 671 -0877 r (/7 Contact: N z GEOTECH: CARLSON TESTING, INC. Vicinity Map w P.O. COX 23814 > ,i O Tigard, Oregon 97281 1>„ Phone: (503) 684-3460 SITE GRADING/UTILITY NOTES STELA Fax: (503) 684-0954 EXISTING CONTOUR LINE F„<T NEW. 't. Contact: RONALD J DERRICK, P.E. ■ ■ CABASH ��,55-� NEW CONTOUR UNE QO . MTIUtY POANHd.E e 0 POU '6b' EXISTING SFOT ELEVATION T YETEN�µT SCHEDULE OF DRAWINGS w W Landscape Architect: 15: S NEW SPOT ELEVATIW TRANSFORM ANp PAD UTILITY VAILLT C-, COVER TREET W Q Otten & Associates _ PRONE STAKE. SEE SPECS © /N�/ > m C-R HALF STREET IMPROVEMENT - PLAN k PROVE L.1. SAN- NEW SANITARY ,/ C-J HALT STREET MPROVEMENT - PLAN h PRdIIE y V — (SAN - EXISTING SANITARY c� UCHT POLE O-4 DETAILS ` ^ O O 11855 Southwest Rid ecrest Drive == WALL MOUNTED UGHi C-S EROSION CONTROL PLAN V 9 - %STS - NEW STORM SEWER /�/ Portland, Oregon 97209 - - -%STS - EXISTING STORM SEWER K { FINE DEPARTMENT CONNECTION ^ X Phone: (503) 644-5066 — E— NEW EXISTING LEItICT EL ELEVATION ELEVATION J o —E- NEW ELL CLECTRIGAL W NEW WATER 8. BENCH MARK NOTES: Q 0 , Fax: (503) 641 -3092 - W- EXISTING WATER T.O.C. TOP A culla O Contact: Janet Otten —DW,- FIR EWATA WATER B.O.C. BOTTOM OF CURB I IMPROVEMENT DESIGN SIANDARDS TIGARD ENGINEERING DEPARTMENT PUBLIC TT 9 (z U yOD0 IE INVERT ELEVATION 2, PROVIDE MINIMUM 24 HOUR NOTICE FOR ALL REQUIRED INSPECTIONS. C.O. CLEAN OUT J. DO NOT COVER UNTIL ALL REWIRED MSPECTIONS ARE COMPLETE OAR MH MAN HOE 29 AN 98 CB CATCH BASIN SCANT FRo,I. No MTORJ i MAMN ORIX♦D WET NO C 1 I a C:\ACAD\YDL\95073C-t 6/210/98 ,5:20.23 DAl I A��„�l SInaSWPT��I REVISFP PE?MIT SET G-3U-qB I If IIUe nnllre n r core rlrn er Ihnn the P o2z� amrnl, the Joalmrn, is of ma'Rh,nl qunlit,. 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C 1 T L , ,• _ .':;,- .-rr>-� . . '79'�al`t?de. Tw '71}?K";'a�,t� It s.`r.,r 3.�1'�,•'�" 1 lapN l4� Citi ,r a I a �y9S t Ikri & j j1,:� 'Al" M W 30'-0' MAX., 10'-0" MIN. 1 � (SEE TABLES) I 3. PvC 1.1118 (ASTM 303L SDR 3S/ EXISTING DRIVEWAY `^ DRIVE INTO CENTER OF RUSKR Z VARIES WIDTH VARIES MATCH GRADE CA SLEEVE AFTER SLEEVE IS PLACED STRAP PETAiPVC ADDLE (TEV NER (SEE TABLES) — 5 A A i 1; IN HOLE. RIDGES VARIES ■ r rs -.� „s' ; ; � _ _ MATCH NADTH -- �•�� NUMBER GASKET .; A •.F R/W LINE Z. STAINLESS STEEL BAND (S/IG- SERIES 3001 , --------- --- a ,pt- FLAT. .rw_ SECURES UPPER HALT OF AUBBER SLEEVE TO THE �_ a --- _ EXPANSION 6" X 6' — UL " AT SECTION A-A C= mmmPVC „m, JOINTS 10 GA. MESH CONTRACTION SIDEWALK r • 1 . JOINTS Tw. Bin B CURB J01 S w y.. --' CURB o 1, COMPLETE RUBBER SLEEVE (ASTM C-443) A FACE OF CURB INCLUDES A MOLDED SEGMENT THAT HOLDS IT IN PLACE. 5'-0' MIN. 5'-0' MIN. z ' 4'-6" 15•-0" MAX. 15'-0" MAX. 4'-6" -- 6' DRIVEWAY SECTION . I PLAN � f Cl N+t* ar ; USE EXISTING EXPANSION JOINT 8482 t1+r•t wr PLAT 01% VIEW 1111110113 i SEVER PIPE STAINLFSS STEEL JOINT.OR AWCUTAND PLACE COLD 1_1/2~ EXPOSURE � /�,/ At I wr 10 OaMM a+e-M>IWo STRAP ,urma :tiy — .�141OR �i `On. d1,Ja E$a i :o . ■ E L E A T 0 N 13-13 10 GA. MESH 1-1/?' ABOVE E BASE PVC SADDLE SCALL E ASTM'3034 SDR3S Fsr E. K • "ko ' •= CONCRETE PIPE a F'VC CO1*DUI'DS STALL BE ASTM D 1 VBA WITH CELIL CLASS OF 12LS4-B✓C DR 123" C J wooSTREET pr !1S Si9E.,L::.ts;51?4~,. n.e, , .:.:,-:'-:�SerW-..:. ■ ALL ELASTOIERIC SEALS (WJMR 6ASIKETS) SHALL BE ASTM FL77 *:'• : ' '• 6" ■ STAl"SS STEEL BANDSUDS SHALL BE 300 SERIES- F'llLI• S/It` WIDTH OMD. 2' OF COMPACTED 3/4"-0" AGGREGATE 4 Seli• SHOULDERED Wx HEAD. SLOTTED SCREV AND IS CADMIUM PLATED. SECTIO"I _A_-,A 1w Now IIs B � . , . .7 a-' -. i •:•sem•--� � CAP" STEEL. Nom — _ C � 011 ft"AN .� 1. CONCRETE SHALL BE COMMERCIAL MIX tlNr� IVNr PLAN r"CAM me SECT IO�1 8-8 NOTE: ALL INSERTA-TEE HOLES SHALL BE MACHINE E)RiLLED. . INSERTION HOLE SHALL BE CORE DRILLED. 2. CURB JOINT SHALL BE A TROWELED JOINT NnTH A MINIMUM 1/7" RADIUS USE OILY ON CONCf1ETE OR DUCTILE IRON PIPE ALONG BACK OF CURB. 't q Cyt is •..vFv.=a a_ � .tip �T•. rkB.z ge e ;w NOTE:. 3. EXPANSION JOINTSEQU SHALL N 1/2" PREMOLDED ASPHALT IMPREGNATED a rn FBAIS NO NEATE MATERIAL >11ALL OF RAT BAR STEL OMP APPIOWO Call`. MATERIAL OR EQUAL, EXTENDING FROM Sl18GRADE TO FINISH GRADE. JVY CN CN AtO1TItIi1Al TMICKHE AND 1191WOMCE/ UT SMALL 1K FM STATE -�--- - MIDWAY APPLICATIt7MK- -- COMMERCIAL_ DRIVEWAY w1fled = x o A CURB & GUTTER CATCH urrft�d I NSE R T A-TEE ;_ PVC wourw , REFERENCE APPROVED 13'1---� DRC BY m LCL_ BASIN FRAME & GRATE •�. . WASH CO. COLIMERDW O 4 � �My CITY 0 F TI G A R D --__...._- -------�__._..._ -- SCALE DATE DRAWING NO. C. � CG_ � � GWING No. IBO•'SA DMVINB NO. 1B0-SA OREGON N.T.S. I 7-9-93 - kDETAILS\COMMERDW. 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AINT• "KIED To lIzmTlrT LrS " as IIQ11.4*1�A111 __ LLJ •y al Or ��A[t AREA LtwiTh lalOAAtSTA1tL PROM wtM Td tr1D Or LATERAL 0� O '1c �� - ` • 1 TN A AT 00 W LAnVAL ]�N .�-• / MO�Ef 'p O : ~%'•�t'•ti1�• ' Lrl Kt�t TOTAL L.t� � � ]- �•-- I y -; NIP, ulAt Af pow a APPI1tIK0 $te Or PL"4 -- NCR S 1 1 / I M• * 1 •Ia- LF 10 r.A;:Ilm TO ran 11"m 11AIt ,.: �' Q 3/el�d 6A!]1000 l ! I M10. I BARS a.++=�.r i T Ip e • nan : .. O I • 12' aRiM1 011011N0 elA«t IC 1(r- _ p. CM/1ACM SA AIK i r prMA tam •. T lTi21Yt�ay: . .t CS � •,• e .. COK Q M-SM1TART1SIDEWALK AWAY FROM URB BAA TAIL '.4 Nolm .• .s. •t y•. - . •�'' - 1' �SMAi Tb T.BI JDA 11.31. AF1a 31 DAYS, • 24X WK 2111110 RAOIGl1; - n N. 1 fir01lNO i�: �'• 1. • A•11-• /-1 • A w , , •: Ism WILAal LiTT01lI �1 i' ,,• 2•-A tea- _ s•_ ( t PA1�1s R! B>< '! f13 T LA14 Li OtrNIM I JWM 10 K RA® AT MES QT - . •� SECTION A-A SECTION 8-8 USM VA L1& **RAW1*NM A AT lM MIT 10 ESD mm � Ld> LJ --� +'•' ! ! .• rut 1�' ''J 0 .1 •aITES. 4. 1M �X AD4ARM' 11! K CII NO i 41M- AT 161 SAIL IMAs 11E Lv Q K <LATCH BASIN TO BE COMTRIXTIED IN ACCORDANCE WITH ASTM C,m CM INK .=IT tl�l DOW SNL SE A TMM J MT WM A ISL I/r L40M . �� U } 1t' - l" � Lt- COMPACM MSE IMTERIAL L =90" SNALL NA%9 A IMLY MMM Or 6 6101= B MWANS p CAN t 1931 CR F =vmx a N mm AS 1a011RL Or ammmY W WAItlrLJM MPTH LV STAMAM CATCH BASIN TO O B- FROM TI! OF BRATt TO PLON LINE tK LOUE3T 01 6d 20nW I SHALL HAVE A �1 1600 CF 4 UMM • Q ti RIr1MY1 1S.Ipt room I14--0 PIPS =4 PIPE r ( ! /� t- PIPE ■ 0.010 MATTRAL AS 1Ptctnto 4L DRAM WAOMM N � NAIL bit t9IfD6>m 7A iA®I 1T l�LK WN r OAWW V � c J vi ►= SECTION 8-'8 A- PIPE • 0.00 PRECAST ClITC11 OA51m: RRAMW9 AT S!1 &WE. CWAAL"IIOM JWT 10 BE RA® OM WE ()ATE , ��,��{{�� BAR prpm Tim `ITN WIVIP 2% VALL TOICJOWSS TO 6C S • �17"M►/n AR swimsptAVIL NE1NFORLIMKNT TO NE NSO MUTING ASTM ASIS B1fAOE 00 ON 1091.0 p VINE IRETTNC ASTM ALV7 29 JUN 98 DETAIL // RINIn1Pr 2'O' VIQ EIA I I ON SCALE Paa. 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