Loading...
Plans (17) BUP2020 -00165 OFFICE COPY e e INDEX OF SHEETS : STRUCTURAL PLUMBING DEFERRED SUBMITTALS R JUL 15 o0D SO.0 GENERAL NOTES P1 PLANSDETAILS SPRINKLER MODIFICATION PLANS CITY OFTIGARD L, ARCHITECTURAL S1 .1 FOUNDATION PLAN P2 PLANS / RISER DETAILS _ BUILDING DIVISION AO COVER SHEET / CODE ANALYSIS / / ALARM MODIFICATION PLANS C1 SITE PLAN S2.1 ROOF FRAMING PLAN D1 DEMOLITION PLAN S3.1 SECTIONS & DETAILS ELECTRICAL SEPARATE SUBMITTAL Al FLOOR PLAN / NOTES / DETAILS E1 POWER PLAN / DETAILS FIXTURE ANCHORING PLANS A2 DOOR SCHEDULE / DETAILS MECHANICAL E2 POWER POLES / DATA / EAS A3 EXTERIOR ELEVATIONS / NOTES M1 ROOF LAYOUT E2. 1 POWER POLES / DATA / EAS A4 INTERIOR ELEVATIONS / DETAILS M1 . 1 DUCT LAYOUT E3 LIGHTING PLAN / DETAILS A5 FIXTURE PLAN / DETIALS M1 . 1A DUCT LAYOUT E3. 1 LIGHTING PLAN / DETAILSTENANTFINISH U A6 REFLECTED CEILING PLAN / DETAILS E4 PANEL SCHEDULES / DETAILS o OUT E5 VENSTAR CONTROLS E6 VENSTAR DETAILS DESIGN PARAMETERS LOCATION MAP U EIRE CODE & LIFE SAFETY NOTES : PROJECT SUMMARY DESIGN CODES: 2019 ossc OCCUPANCY CLASSIFICATION: GROUP M (MERCANTILE) 1. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL 4,981 SQ.FT. OPEN SALES TYPE OF CONSTRUCTION: IIBN Q KNOWLEDGE OR EFFORT. EXCEPTION: MAIN EXIT DOOR HAS KEY LOCKING HARDWARE. G.C. SHALL PROVIDE A SQUARE FOOTAGE: 32.213 SQ.FT. LIMITED SALES NUMBER OF STORIES: 1 ALLOWED / 1 SHOWN READABLE, DURABLE SIGN, ON OR ADJACENT TO THE EXIT DOOR, STATING "THIS DOOR TO REMAIN UNLOCKED 37,194 SQ FT TOTAL r Q WHEN THE BUILDING IS OCCUPIED . SIGN TO BE ONE INCH HIGH LETTERS ON A CONTRASTING BACKGROUND. TENANT FLOOR LEVEL: ONE BUILDING AREA: 50,000 ALLOWED / 37,194 SHOWN - - 2. MAINTAIN ONE HOUR FIRE RESISTIVE WALL CONSTRUCTION AT BUILT-IN FIXTURES SUCH AS FIRE AREA INCREASE: NOT APPLICABLE > F KeyRank — LLJ LL BUILDING HEIGHT: 27'-8" SWWaffle si LlieNorhAmerican The LLJ -{age Hous Big 5 Sportin C EXTINGUISHER CABINETS, AND ELECTRICAL PANELS EXCEEDING 16 SQUARE INCHES IN AREA. Moving&Sto,-a� v"s'" F3ar�a 9"" � � SPRINKLED: YES g10 Rata Fresh Mexican Grill 3. A MINIMUM OF ONE 2A1OBC CLASSIFICATION FIRE EXTINGUISHER SHALL BE PROVIDED WITHIN 75' TRAVEL tTSent$ Goods-Tigard Westside Dance 0% DISTANCE FOR EACH 6,000 SQ,. FT. OR PORTION THEREOF ON EACH FLOOR. TO BE PROVIDED AND CONSTRUCTION TYPE: IIB 19 &Gymnastics T d EXITING ANALYSIS Petco 6Fau ks Tigard Bowl 9 0 INSTALLED BY THE GENERAL CONTRACTOR. Smart Foodservice 9 � OCCUPANCY TYPE: M – MERCANTILE (EXISTING) warehouse stores Iff) LO � 4. BUILDING ADDRESS LETTERS SHALL BE LOCATED ON BUILDING EXTERIOR IN ACCORDANCE WITH THE CITY OCCUPANT LOAD: 4,981 60 + 32,213 300 = 190 OCCUPANT LOAD FOR EGRESS: s �' Z ~ MUNICIPAL CODE. ADDRESS NUMERALS SHALL BE PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR. : O O 1L NUMBER OF EXITS: 5 MERCANTILE: SEE CALC AT LEFT � 2 LL 5. CONTRACTOR TO SECURE ALL PERMITS REQUIRED BY THE FIRE PREVENTION BUREAU PRIOR TO OCCUPANCY OF THIS BUILDING. BUILDING CODE: 2019 OSSC Car?oys LO 6. EXIT SIGNS ARE REQUIRED FOR ALL EXITS SERVING AN OCCUPANT LOAD EXCEEDING 50. SEE ELECTRICAL LIFE SAFETY CODE: 2019 OSSC EXITS: (%� Q DRAWINGS FOR LOCATIONS. MECHANICAL CODE: 2019 OMSC Westsia �Inrfstran Frac Q L.L 2 EXITS REQUIRED FOR OCCUPANT LOAD > 50 High School _ southwest LL 7. INTERIOR FINISHES TO HAVE A FLAME SPREAD RATING Of 25 OR LESS. ELECTRICAL CODE: 2019 OESC EXIT WIDTH 190 OCCUPANTS X .2 = 38 REQUIRED c. >ti }` a' PROAOSE °uthstreet N (n W / PLUMBING CODE: 2019 OPSC MINIMUM = 72 IN. PROVIDED LO C 8. FLAMMABLE AND COMBUSTIBLE MATERIAL WILL NOT EXCEED THE MAXIMUM ALLOWED UNDER TABLE '"} s O 0 3404.3.4.1 OF THE IFC OR TABLE 7902.5-8 OF THE UFC OR TABLE 414.2.5 OF THE 2019 OSSC. THERE LOCAL CODE AMEN A Q - L WILL BE NO HIGH PILED STORAGE AS DEFINED BY EITHER CODE. S � CTION REOUIRED EXIT SEPARATION: .33 X 276 —4 ** = 91 —2 REQUIRED o.,teh 3$ os ACCESSIBILITY COD Bulbc aura!Specialty Code �W v r C 9. ALL NEW WALL INSULATION IF INSTALLED UNDER THIS CONTRACT TO HAVE A FLAME SPREAD RATING OF 207 — 11 PROVIDED NOT MORE THAN 25 AND A SMOKE DEVELOPMENT RATING OF NOT MORE THAN 450. NEW ROOF INSULATION COb"10 dR0;n[orcingSteel IF INSTALLED UNDER THIS CONTRACT TO HAVE A FLAME SPREAD RATING OF NOT MORE THAN 75 AND A U sogainelowfJ,0,.M ** MAXIMUM OVERALL DIAGONAL DISTANCE Costco Wholesale eoinstac SMOKE DEVELOPMENT RATING OF NOT MORE THAN 450. NEW ROOF COVERING IF INSTALLED UNDER THIS MernEm'""w"'na CONTRACT WILL BE CLASS "A". cw,cnteF,e1t10 MAXIMUM TRAVEL DISTANCE: 250' / 142'-8" SHOWN ❑ Ro"Oricin D Stew:&Preat►eeelnp steel Tendons 10. SUBMITTALS FOR SPRINKLER SYSTEM MODIFICATION, IF REQUIRED WILL BE FURNISHED BY THE INSTALLING Snu to=aiwtck :,g AISLES: Z CONTRACTOR. SUMITTALS FOR SIGNAGE PERMITS WILL BY FURNISHED BY THE INSTALLING CONTRACTOR, ❑ High-Strert7.,6Nti o SIGNAGE DRAWINGS CONTAINED IN THIS SET ARE FOR GENERAL INFORMATION ONLY. : . / .MINIMUM WIDTH36 INREQUIRED Cl) 39 INPROVIDED ❑ strucnilra'tr_;nnry sic-;f ® Z (AREAS SERVING EMPLOYEES ONLY) - - - -- ❑ Reinforced t:: m.Concrete w m Cl 1:3 insulating Ces..reiefill MINIMUM WIDTH: 44 IN. REQUIRED / 48 IN.(min) PROVIDED OFFICE COPY a ., 00 o (PUBLIC AREAS) CrrYOFTic.�xr„ o w ❑ Spray Applied Pirc-•Rec crive Materials REVIEWED FOR DUDE COMPLIANCE 0 o ❑ Pilings, Dd fed piors and Caissons 0 3 ❑ snotorete MAX. DEAD END LENGTH = 50 FT. W/ AUTOMATIC SPRINKLER Approved: i a a / 15 FT. SHOWN OTC: I i n 3 C3 Special Grading: E_,cave,; n and Filf;nW GENERAL NOTES sr+ak°-Control Systems00 � � D E S 1 G N r Address: LOU UKU `«' ����Rn suite = 3 a 1. ALL SIGNAGE SHOWN WITHIN THESE DOCUMENTS (EITHER BUILDING OR FREESTANDING) SHALL BE �— SUPPLIED BY AUTOZONE, INC. AND INSTALLED BY THE SIGN VENDOR AT LOCATIONS INDICATED ON THE ARCHITECTURAL �n Date. a DRAWINGS. BUILDING WALL SURFACES SHALL BE MADE READY TO RECEIVE SIGNAGE BY THE GENERAL Name: WIN WICHMANN LANDLORD / TENANT CONTRACTOR. License No: 5225 2. THE FOLLOWING ITEMS IF REQUIRED BY THE DOCUMENTS WILL BE SUPPLIED BY AUTOZONE, INC. AND Phone No: 901 -495-8706 LANDLORD APPROVAL INSTALLED BY THE GENERAL CONTRACTOR: STRUCTURAL (A) ALL LIGHT FIXTURES, LAMPS, BALLASTS, ELECTRICAL PANELS, BREAKERS AND GEAR. LANDLORD: SWD, LLC. C/O BENDERSON DEVELOPMENT (B) ELECTRIC WATER HEATER Name: BRIAN K. KERMODE 7978 COOPER CREEK BLVD. (C) NEW HVAC ROOF–TOP UNITS, ROOF CURBS OR ADAPTERS, FIRESTATS, SMOKE DETECTORS AND License No: 89567 UNIVERSITY PARK, FL 34201 • 00 THERMOSTATS, REFER TO SHEET M-1. Phone No: 614-221 -6679 VALIDITY OF PERMIT ��� �d 941-359-8303 (D) VENSTAR HVAC AND LIGHTING CONTROLS ACCEPTED BY: 941 -359-1836 THE ISSUANCE OFA PERMIT e Y o E BEST CYLINDER LOCKS FOR GLASS AND ALUMINUM ENTRY DOORS AND FOR TELEPHONE CLOSET DOOR. MECHANICAL (SIGNATURE REQUIRED) BASED ON CONSTRUCTION O DOCUMENTS AND OTHER D o Name: DANNY DOSS �� s 0 NOTE: 20 TON UNITS WILL NEED VENSTAR CONTROLS PROVIDED AND License No: 13365 THEDATCODELL NOT INSTALLED ON SITE BY CONTRACTOR, NOTE: AUTOZONE ASSUMES LANDLORD ACCEPTANCE OF PLANS IN THE EVENT PROJECT TENANT: AUTOZONE, INC- THE CODE OFFICIAL FROM �,r, Phone No: 479-631 -1712 A SIGNED SET IS NOT RETURNED BY : ???Y`s? 123 SOUTH FRONT STREET REQUIRING THE CORRECTION ✓,�, t 3. ALL UTILITIES SHALL BE PLACED IN AUTOZONE'S NAME FROM THE START OF THE PROJECT. THE ELECTRICAL MEMPHIS, TN 38103 OPtRRORS.ossCtos.a GENERAL CONTRACTOR SHALL PAY DEPOSITS ON AUTOZONE'S BEHALF AND SHALL SUBMIT RECEIPTS FOR Name: JOHN FERGUSON 901 -495-8994 REIMBURSEMENT. License No: 81264 CAROLYN THAEMERT CITY OF TIGARD 11 /25/2019 4. PHONEBOARD, PHONE EQUIPMENT AND ALARM EQUIPMENT INSTALLATION SHALL BE ACCOMPLISHED Phone No: 479-631 -1712 Approved by Planning PRIOR TO COMPLETION OF THE PROJECT. FOR FURTHER INFORMATION PLEASE CALL ALARM SERVICES DEPARTMENT 8090: (901) 495-6699 or (901) 495-7197. Date: 7N2-REMODEL Initials: _. --------- All designs, drawings, plans, and specifications as instruments of service are and shall remain the property of AutoZone, Inc. Use is limited specifically to said property. Possession of plans does not authorize use of some for construction of other projects, any reproduction is prohibited without the express written consent of AutoZone. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractor shall verify and be responsible for all dimensions and conditions on the job site. This office must be notified of any variation from the dimensions and conditions shown by drawings. Neither AutoZone, Inc. nor the designers responsible for the drawings herein will assume liability for mishaps before, during or after the application of said drawings as a guideline for actual construction. ® COPYRIGHT 1997 AssisnO f CD NEW CONCRETE PAD TO CONNECT WITH EXISTING CONCRETE. CUT AND SLOPE EXISTING PLANTW& = � .-, x� TO CURB. MAX SLOPE 1 :12. ofREMOVE LANDSCAPING AS 13'-9" 11'—t1" NECESSARY. �rrc �r�cc t , C', LCA Cfl oo 17 f 1 If l t ' (/UUUfJ' PLAN NORTH TRASH GOMPAG OR EXISTING cn z CONCRETE PLAAN NTS w N r,-) VJ J N •�- N 0) Uj § " Lv 0 LLJO . . �r U) W rn = L O FROF05ED -� 0 p Z _ - Z �7, a� H Z -. U) C J MERCANTILE RETAIL SALES OF AUTO FART5 0 C/) 0� L1J 37, 194 SQ. IT. 0 LO Q 27-8" BUILDING HT. C:) (D — CON5TRUCTION TYFE 25 Q VJ 5FRI N QERED NO CHANGES TO EXISTING SITE PLAN J a PARKING LOT 1 " = 20'-0" 0 0 0 g Q �UNLESS NOTED � x rr C D OTHERWISE Z ° ` � — C In 0 0 a > 00 � CJ W a o �J 0 N d .I J a3 o co tzU i W op o v v SAW CUT AND REMOVE SECTION Of EXISTING NEW DIMENSION & TYPE a LANDSCAPE AND INSTALL NEW CONCRETE Concrete Section A B C SLOPING CONCRETE RAMP LANDING Drive Aisle/Parking Areas 5" 12" CONNECT TO 0 0 AND MATCH Loading/Dumpster 6" 12" EXISTING Greenstreok New Curb Cuts/Approaches 6" 12"632 O O O O O O Ex sting Concrete ramp w/ `� N D,9 Paving 6x6—W1 .4xW1 .4 W.W.F. `4S, d 77 dSlope Dn 1 :12 max r 0 4000 PSI Inc. Z paving (min.) a o �` N see specifications a a ¢ } 0 0 x Compacted Aggregate u�i iiiln base o o ° m 'y -M-III=I�-III=III=III=III=III=III=III=T�111= c� 1=1 —I 1=1 I1-T-J -1 11=1 11=1 11=1 1=1 �i 1=1 Comp. granular fill Building 11 /25/2019 Greenstreok founda ion #632 See specifications Compacted g 7N2-REMODEL 3/4" = 1'-0" NO SCALE 2 CONCRETE RAMP SECTIONCONCRETE PAVING SECTION DEMOLITION KEYNOTES SHEET D- 1 : CD CD O REMOVE EXISTING SLIDING ENTRY DOORS TO ALLOW FOR INSTALLATION OF N NEW ENTRY DOORS AND/OR STOREFRONT. O2 PROPOSED LOCATION OF NEW RESTROOMS. SEE SHEET Al. 0 O3 PROPOSED LOCATION OF NEW BREAK AND TRAINING ROOM. SEE SHEET Al. U C y _ O REMOVE ALL EXIST. RESTROOM WALLS, PLUMBING FIXTURES, WATER HEATER, 0cclf 4'6 ACDUBT. I , 1 a'Yi,a„ L O GYP.qD a® I D6 D5 D6 D6 D6 1 4 5_—— ITS g= --____ ETC. CAP ALL EXIST. SEWER AND WATER LINES, NOT NOTED FOR REUSE. - �� a TFczl z�-- III •°'-a ��>_��� - - � � REMOVE EXIST. SLATWALL, PANELING AND ALL FOREIGN MATERIALS FROM II TILE IILWG• I I I i � 1_-I 1 tl �-.- °- Y�I- illi - 1® X I r } C DI .TB' .RR.a.JT.' �_���IT®' a Ira' ..... I 5 T= T -- ®-- --® _- in EXISTING WALLS. II.RE � I111I _ 1 u—_L__ SII LADDER `I i-I r 7-7 r ` r-*9 C:xI 1 u 1 I REMOVE ALL EXIST. WALLS, DOORS, FALSE FLOORS AND STEPS NOT NOTED "\ L4--L-�I 11 1 O 9 4 J _�I-- -Jh�--+ 11 d CSI =T�' 1 1 FOR REUSE. d LCA co I- I I LIQ_L J ®--- mfl m9 O PATCH, REPAIR OR REMOVE ANY DAMAGED GYPSUM BOARD ON WALLS OR --r—�L—L— '' 'e� �J ��A 6eon.G i PAIR dIla 17a COLUMNS. E---- S L� - Jr��II -_j S ITa' _ _ITS' ITa' EL=_�" F _ I 1 O REMOVE ALL EXIST. PHONE LINES, EXPOSED CONDUIT, ALARM WIRES AND .ra —_ - - c c— L_7 1 8 __-- ------- X11 J L r J �I --- - -------- ------- �G - - -- DETECTORS, ELECTRIC PANELS, SPEAKERS, WIRING, ETC. NOT NOTED FOR REUSE. rT� I _ m� �In L7I J t C1 -, > 9O REMOVE EXIST. CEILING GRID AND TILE. 'I —_= ITa __=— ITS ITS LL—�� Lr _a L--- -----__ 11­ TGAAOTER III - - II ------- --- - - ----- -- -------------- ------------------SII E= -=T�--- [TO Tam---�T� SII II II 1 u p I 1 16 N I 10 REMOVE EXIST. LIGHT FIXTURES AND LAMPS. °j - 11 CONTRACTOR TO REMOVE ALL CARPET, TILE, MASTIC ETC. THROUGHOUT ��o i r� LEASE SPACE. a' Com, Com, Com, y, , Com, Com, it i 12 REMOVE ALL EXIST. DUCTWORK AND DIFFUSERS. - -a IT T`111. ----.TBD_—RRRR. RR RR RR RR ITS .TB' 1 I mW 1 11 "� 13 REMOVE EXIST. AIR CONDITIONING EQUIPMENT. z u i I 1 � 3 DR EXISTING DOOR AND FRAME TO REMAIN IF IN GOOD CONDITION. COORDINATE li 1 I 1 II 1 Irz^AFF. 14 C/7 a' ITS Ila , , a' a' a' B' 1 u 1 WITH AUTOZONE'S PROJECT MANAGER. REPLACE HARDWARE PER SPECIFICATIONS. — mM ���--s-± -- �--- C r C r C r C C r /r �����m����m����a����� u �I '1 15 PROVIDE AND INSTALL NEW DOOR WITH VIEW WINDOW IN EXISTING OPENING. L + - C+3 C+� I 1 COORDINATE WITH AUTOZONE'S PROJECT MANAGER. N r� J II a �8 WATER 16 SAW CUT AND REMOVE SECTION OF EXISTING WALL FOR INSTALLATION OF ____ M q NEW DOORS. ACTIVE LEAF WILL NEED VIEW WINDOW. SEE STRUCTURAL Q H _====Tam-===_T=--==T ilk 17 17 SHEETS FOR DETAILS. 'III EXISTING ROLLUP DOOR TO REMAIN IF IN GOOD CONDITION. I o ITe ITB ITS Y I 1 7 w * E ====- ====- ====- ====- # 14 LAS. -AT W._ O COORDINATE WITH AUTOZONE'S PROJECT MANAGER. Q 14 a y E== --Ta3-===-T8 ===-Ta= +� +� +� t8 EXISTING ELECTRIC ROOM TO REMAIN. \ -6'-b yr __* ; Com/ cam/ Com / Ems/ Com, Com, Com, mi 19 EXISTING SPRINKLER ROOM TO REMAIN. N U) u N w ITO TO R6' ITa' ITS .a.a.a.ai°m a.a.RR RR. RR RR RR.a.a.RR RT. OR 4 w Z fir, fir, �r� /7- ,1- /r, /1-� w D C / Com/ 6 Com/ C+, Cy/ Com/ LL O 7 �RR RR RR RTD.RR RR RRRR.RR...ITS TB .11.RR RR RR RR. 9 9 c; 9 1 L �1J^ 10 m0 L.L Till 11 E__= ITB' 7b' Ire' .ra' `I 0 O 7a= -�____�====a E E C+j C�j 13 Cy/ C1/ Com/ C / 1 Q) O II 1 H m0 L `III .1 O Q II Q a' 178 ===_Ta= J 76 7e' Ire' 76 1 O Q • • • • r ■ c/) M� 1 DEMOLITION PLAN Lr) w II B� Taz 78. _ _ +,, ---_TB�m®®®T°mss--='a�---=T 00 3/32" = 1 '-0" Q 0 - - - `III III ul ul ITS- till ITS Ira Ira ITB' 0 0 III Lam/ Com/ C1/ Com, Com/ Com/ 1 �-/ E-_- r1 i 1 7°' __ _ IT ___ ITB' 1 rE—s yam m I. 1 J o 1 Q I I --- -=iB-----TBa---=TB0.—RR RR.. ' o 'IIIIT6' IT6' STB® I I ® Z ..® ..m....m. I I 1. THE GENERAL CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS REQUIRED TO d r r r r 7 I I r COMPLETE DEMOLITION, PROPER DISPOSITION OR REUSE OF ALL ITEMS SHOWN ON F i tt DRAWING. z_ a 1" o t I I 2. THE GENERAL CONTRACTOR SHALL PROTECT AT ALL TIMES THE PROPERTY OF THE a 'o 00 II ■ • • E___=Tam___=8�■_--=°�___= mA OWNER AND OTHER TENANTS IN THE BUILDING. THIS INCLUDES BUT IS NOT LIMITED -TBS-__ I18T=_=ITS I I y TO WINDOWS, FLOORS, CEILING, TOILETS, DOORS, TRIM, AND ELECTRICAL EQUIPMENT OR o 'b II I I 1 OPENINGS CREATED BY THE REMOVAL OF ANY ITEM. N d 3 rj I 3 I 1 3. THE GENERAL CONTRACTOR SHALL DIRECT ALL NECESSARY SHORING, BRACING, q c TEMPORARY PARTITIONS, AND COVERING OF OPENINGS TO PROTECT THE EXISTING F > 1 I I BUILDING WHILE DEMOLITION AND CONSTRUCTION IS IN PROGRESS. W co �r� /r� I t u Cy/ C�/ 1 -,,- 4, ALL WORK DEMOLISHED SHALL BE REMOVED FROM THE PREMISES DAILY, EXCEPT ITEMS 2 3 a �I TO BE RE-USED OR RETURNED TO THE OWNER OR AS DIRECTED OTHERWISE. U TIL` EI E CE L` I I I 15 L + Mzfl 5. PATCH AND REPAIR EXISTING CONSTRUCTION IMPACTED BY DEMOLITION TO RESTORE 1 FINISH TO "LIKE NEW" CONDITION UNLESS DIRECTED OTHERWISE. r��\QEFI +�L t--�c ESI 6. DOOR HARDWARE, LIGHT FIXTURES, ETC. REMOVED AND NOT IMMEDIATELY RE-USED I - A _qL jtLLcd L --------- J 9 ARE TO BE STORED IN AN AREA DESIGNATED BY THE PROJECT MANAGER. i r, /r, V T-, /r� /r, V Cy+3 r r� rL /r� 7. TAKE PRECAUTION AGAINST ELECTRICAL AND FIRE HAZARDS DURING DEMOLITION. DO Cy, NOT INTERRUPT POWER IN OCCUPIED TENANT SPACES WITHOUT PRIOR NOTICE AND II I I m0 APPROVAL OF LANDLORD/OWNER. II =1-1=T 1= r "�- y� 'r�T—I—TT-1-1�T -1= r r�=r�aF��i-� • NO "S�„ BT'� r+--k-+A k4--I-'T=ip -4 + 1-1-+ �-�+--k-+-4 k-+ II I I 1 8. CONCRETE TO BE REMOVED SHALL BE SAWCUT PRIOR TO REMOVAL IN ORDER TO 1� PROTECT SLAB TO REMAIN. r-i0 Com, 1 1 1 1 I` I I I I` I I I I`I I I I` I I I I I`�I I� I I 1 Y O i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 II+ / I r` I /r, r /r� 9. THE GENERAL CONTRACTOR SHALL REMOVE ALL UNUSED SWITCH PLATES, WIRING OR o L �® Fy T 1-I T -r T -f 7 -r T -r T 7-r T 1-I T 1-r T C I C +J I C+ C+ C+ EQUIPMENT. ALL WIRES AND CONDUIT NOT COMPLETELY REMOVED TO THE SOURCE o �� 1 / / / / MUST TERMINATE IN A JUNCTION BOX WITH COVER AND APPROPRIATE INSULATORS `� O • _�_^+LL _ i _ ----- 1= i i iOI�- 11 SUFFICIENT TO MAINTAIN COMPLIANCE WITH APPLICABLE CODES. • ? GTP.BD a O 10. ALL ITEMS GRAPHICALLY DEPICTED AS BEING DEMOLISHED SHALL BE REMOVED. THE oi S e'-9" 1 1 12' 1 KEY NOTES ARE A REFERENCE TO ND THE CONTRACTOR AND SHALL NOT BE INTERPRETED AS PRECISE INDICATIONS OF THE SCOPE OF DEMOLITION WORK DEPICTED IN THE DOCUMENTS. 11.THE REMOVAL AND LEGAL DISPOSAL OF ANY ASBESTOS SHALL BE THE RESPONSIBILITY 11 /25/2019 OF THE LAI ___. THE GENERAL CONTRACTOR SHALL RECEIVE THE BUILDING AFTER ASBESTOS ABATEMENT HAS CONCLUDED. 7N2-REMODEL CONSTRUCTION CHANGES OR ALTERATIONS BY FAILURE 12.SHOULD CONFUSION EXIST RELATIVE TO THE REMOVAL OF SPECIFIC ITEMS OR THE TO VERIFY ALL EXISTING DIMENSIONS AS SHOWN ON RE-USE OF SAME, CONTACT THE AUTOZONE FIELD PROJECT MANAGER FOR PLAN SHALL BE AT THE COMPLETE EXPENSE OF THE INSTRUCTIONS. GENERAL CONTRACTOR. 1/8" = t'-o" gen-demo-notes D � l GENERAL DEMOLITION NOTES MARK LOCATION SIZE TYPE FRAME JAMB DET HEAD DET REMARKS 1/2" STD. OR 5/8" FIRE NOTE: INTERIOR RESTROOM WALL SURFACES TO BE COVERED s" CODE GYP. BOARD. REFER O TOILET PAPER HOLDER-INTERDESIGN : (WHITE) „ HUB DOOR T-0"x7'-10'x HOLLOW HOLLOW B/A2 8/A2 PAIR OF DOORS REQUIRED. VIEW PANE IN ACTIVE LEAF. DOOR WILL HAVE INDIVIDUAL 8 2 TO FLooR PLAN KEY WITH GENERAL PURPOSE FRP BOARD, TEXTURED, COLOR WHITE. 1'_3/4' METAL METAL SIM. BUZZER CONTROL FROM HUB COUNTER. 3 5/8" zs GA. PAPER TOWEL HOLDER-INTERDESIGN WHITE NOTE: INTERIOR CEILING HEIGHT = 8'-0". CEILING TO BE U) o A METAL STUD NOTES. P1 TOILET P5 NOT USED 20 (WHITE) N THIS DOOR MAY BE WIDER THAN 3'-0 , SEE FLOOR PLAN FOR OPENING SUSPENDED Y" GYPSUM BOARD PAINTED WHITE. INSTALL SOUND w EMERGENCY EXIT DIMENSIONS. EXISTING DOOR AND FRAME TO REMAIN, IF IN GOOD CONDITION. P2 LAVATORY P6 NOT USED 3 36 GRAB BAR-BOBRICK-#B-5806 x 36 CD IEXISTING PROVIDE AND INSTALL NEW HARDWARE PER SPECIFICATIONS P3 MOP SINK P7 WATER HEATER O INSULATION ABOVE BATHROOM CEILING. F— O RESTROOM DOOR 3'-0'x6'-8'x S.C. HOLLOW 2/A2 2/A2 UNDER CUT DOOR 1". P4 ELECTRIC P8 BACKFLOW PREVENTOR ® 42" GRAB BAR-BOBRICK-#B-5806 X 42 NOTE: INSTALL 1/2" CD PLYWOOD TO 4' ABOVE FLOOR Q o +'-3/4 WOOD METAL SIM. R AROUND EXTERIOR OF RESTROOMS PAINT RED. DRINKING 0 MIRROR-18 X36 H. FRAMED GLASS-BOBRICK #B-165 z U ENTRANCE 3'-0'x7'-0'x ALUMINUM MAY BE EITHER SINGLE OR PAIR OF DOORS SEE FLOOR PLAN & EXTERIOR SPOT NOTE: WATER HEATER FURNISHED BY cof @DOOR V-3/4' W/ GLASS ALUMINUM ELEVATIONS. PAIRED DOORS MUST HAVE THREE POINT LOCKING. GROUT FOUNTAIN AUTOZONE © MOP HOLDER-BOBRICK #B-223 X 24" LONG. NOTE: INSTALL SEALANT BETWEEN MOP SINK AND ALL ADJOINING SURFACES.O lz 7 18" GRAB BAR-BOBRICK-#B-5806 x 18 1-34 0 BREAK ROOM/ 3'-O"x6'-8'x S.C. HOLLOW 2/A2 2/A2 LEVER HANDLE PASSAGE SETS CHOIRS O 3 AN INTERDESIGN AVAILABLE FROM: RESOURCE MAINTENANCE INC. TEL. 3" X 3" ALUMINUM CORNER TRAINING ROOM +-3/4' WOOD METAL SIM. H. M. FRAME PER JAMB 704-792-1255 ATTN: THOMAS N. BOOE GUARD, 8'-0" HIGH. (TYPICAL COMMERCIAL 4*-Tx7'-10"x HOLLOW HOLLOW 8/A2 8/A2 DOOR TO HAVE VIEW PANE. DOOR WILL HAVE INDIVIDUAL BUZZER CONTROL " ON ALL EXPOSED CORNERS) LCA � Q\ O DOOR V-3/4' METAL METAL SIM. FROM COMMERCIAL COUNTER. 3 = 1'-0" „.R.xx wi 1/8" = 1'-0" p-nx-Sam 1/8" = 1'-0" RR_ELEy_KErRmEs / EMERGENCY EXIT THIS DOOR MAY BE WIDER THAN 3-0 , SEE FLOOR PLAN FOR OPENING _2 [H 0 LLOW METAL FRAME- DRYWALL 3 1 PLUMBING FIXTURE SCHEDULE 4 RESTROOM ELEVATION KEYNOTES W O EXISTING EXISTING DIMENSIONS. EXISTING DOOR AND FRAME TO REMAIN, IF IN GOOD CONDITION. J PROVIDE AND INSTALL NEW HARDWARE PER SPECIFICATIONS HARDWARE FOR DOUBLE LOADING DOORS DOOR © uj O ROLL DOWN DOOR EXISTING EXISTING DOOR AND FRAME TO REMAIN, IF IN GOOD CONDITION. PROVIDE AND PAIR 3'-O"x 7'-10"x1-3/4' HOLLOW METAL INSULATED' DOORS AT SERMCE 00 o EXISTING INSTALL NEW HARDWARE PER SPECIFICATIONS. - HOLLOW METAL FRAME (SEE DRAWINGS FOR LOCATION OF ACTIVE LEAF) 3' X 7' X 1-3/4" 18 GA. HOLLOW METAL DOOR AT EXITS. 16 GA. HOLLOW METAL a _i L PROVIDE ONDO* IN ACTK LEAF FRAME WITH MITERED & WELDED CORNERS, GROUND SMOOTH. ELECTRIC ROOM EXISTING DOOR AND FRAME TO REMAIN, IF IN GOOD CONDITION. PROVIDE AND za \az z O EXISTING A. HINGES: FULL MORTISE, 4 PAIR, 4 1/2 INCH X 4 1/2 INCH NRP - HAGER 1279 BB HINGE: i6 GA. (i-1/2 PAIR) 4-1/2" X 4-1/2" NRP HAGER BB 1279USP/NRP. EXISTING INSTALL NEW HARDWARE PER SPECIFICATIONS. B. PUSH BAR EXIT DEVICE: ADVANTEX 40 SERIES, WITHOUT AIARM, AS MANUFACTURED BY WEATHERSTRIPPING: NATIONAL GUARD PRODUCTS 160 36 X 84. �" � O DETER, FURNISHED BY AUTOZONE, INSTALLED BY CONTRACTOR (ACTIVE LEAF). RAIN SWEEP: 1 - NATIONAL GUARD PRODUCTS #IOIAV. 1 3' co C- SPRINKLER ROOM EXISTING EXISTING DOOR AND FRAME TO REMAIN, IF IN GOOD CONDITION. PROVIDE AND 6 EXISTING INSTALL NEW HARDWARE PER SPECIFICATIONS. C. CLOSER: LCN #P4041, PLATED US 26D FINISH, CLOSER IS PARALLEL ARM RAIN DRIP: NATIONAL GUARD 16AD40 N� /N ^ AND MOUNTS ON ACTIVE LEAF VIEW WINDOW: 10"X10" 1/4" WIRE GLASS WINDOW CENTERED IN ACTIVE LEAF DOOR AT 5' � °0 18" a ` _ / _ _ a 18" oo J7 L.L DR.SCHEO. D. VIEW WINDOW: 10'X10' 1/4' WIRE GLASS WINDOW CENTERED IN DOOR AT 5' ABOVE FLOOR ABOVE FLOOR E. KICK DOWN HOLDER: IVES #FS452 US 26D. CLOSER: LCN P4041 ALUM TOP JAMB, PLATED, METAL. `n N �� a a 0 �� O C 1 DOOR SCHEDULE PUSH BAR: DETEX EXIT DEVICE WITH ALARM (FURNISHED BY AUTOZONE) RECESS FRAME 1" SEALANT — G F. ALUMINUM WITH VINYL INSERT, PEMKO # 303DV. RIGID JAMB WEATHER-STRIP # _� — _ — `� a (/, O C ASTRAGAL: MILL FINISH EXTRUDED BRONZE, PEMKO # B-71 (ACTIVE LEAF). THRESHOLD: NATIONAL GUARD PRODUCTS 425E 36. FROM OUTSIDE I� N j H. AUTOMATIC DOOR BOTTOM: PEMKO # 4131DRL SURFACE MOUNT INSIDE FACE OF DOOR 36" FOR PRECISION LOCK GUARD 1625 EXTERIOR WALL. 3 EXPANSION BOLTS a/. a Lil O 3'-0' ELECTRONIC DOOR STRIKE BY RCI a xo Q\ N ACTIVE LEAF AND 30' FOR INACTIVE LEAF. WEATHER STRIP PER JAMB. o C Ldp 3'-�" 1 3(-6 p IT? C CSI I`�; Of / \ I. DOOR TOP WEATHERSTRIP, ALUMINUM, FULL WIDTH OF FRAME, PEMKO # 346D. = O �1 I t} / ( L) I �/z O / DOOR BOTTOM SWEEP: ALUMINUM WITH NYLON BRUSH INSERT, PEMKO 3452DP. KEYSWITCH: BEST 1W763 FROM AZ 3r / 6 / p I # ALARM SERVICES � n: 3 � ` _ � � � 3 K. SURFACE BOLTS: 1-24 INCH BOLT AT TOP OF DOOR (585-24-26D); 1-8 INCH BOLT AT _ BOTTOM OF DOOR (DJ-1578-626) ON INACTIVE LEAF. FURNISHED BY AUTOZONE, INSTALLED BY Ll CONTRACTOR. I " 7'-4" W L. EXTERIOR DOOR PROTECTION: 2 INCH WIDE BY FULL HEIGHT OF LEAF, WELD FULL LENGTH TO 16 GA. HOLLOW u 4 5/6" ACTIVE LEAF SO THERE WILL BE A MINIMUM OF 1 INCH OVER LAP ON THE INACTIVE LEAF. NOTE: PULL HANDLE HARDWARE METAL FRAME Hill l :11 ON EXTERIOR OF DOOR WITH NOTE: REFER TO 1/A1 FOR RESTROOM LOCATION HARDWARE WILL BE NEEDED ON THE EXTERIOR SIDE OF THE DOORS FOR RE-ENTRY. VIEW GLASS ONLY GROUT SOLID. - 2 1 1/2" DIAMETER PIPE GUARD RAIL ON EITHER M SIDE OF DRINKING FOUNTAIN. PAINT RAIL RED 1 4 BAND ANCHOR TO FLOOR AND WALL. OVERALL _ 13 HUB DOUBLE DOOR HARDWARE HEIGHT TO BE 32" AND BOTTOM HORIZONTAL TO [` J 12 COMMERCIAL MAN DOOR / BE NO MORE THAN 5" ABOVE FLOOR LINE. d7 EACH HUB DOOR NEEDS INDIVIDUAL DOOR CONTROL BACK TO HUB COUNTER 3"X3" ALUMINUM CORNER GUARD W/ MITEREDGYPSUM BOARD ON LLJ W i CORNERS AT JAMB NOTE: WALL CONSTRUCTION= 25 GA. 3-5/8" METAL STUDS AT 16' W DOOR STRIKE AND BUZZER DETAIL �AND HEAD 3 5/8 METAL STUDS O.C., 1/2" GYPSUM BOARD BOTH SIDES WHERE REQUIRED, SOUND W/ R-13 INSULATION �,",aM" ,° woos . ate, �, � BATT INSULATION TO 8'-0" HIGH, FINISHED GYPSUM BOARD � U) W on OMblO" IIx00 fgrMM w I" 000/. MOUNT RELEASE KEYSWITCH N SURFACES TO 6" ABOVE MAIN CEILING. IF NO CEILING IN STORE 33l�OO 2 THE PARTS'COUNTER UNDER "L S`""` °" TR'"` RUN PERRIMETER WALLS AND FINISH TO UNDERSIDE OF EXPOSED J 3nrxoe°m a.ERaPR. STRUCTURE. PROVIDE NEW CABINET SHOP "_ Q DRAWINGS FOR REVIEW AND APPROVAL 1 1/2" = t'-0" RR.RIncK 3/16" = 1'-0" z O W g HOLLOW METAL FRAME - BLOCK 5 RESTROOM PLAN ( _ O � U 14A WHITE FACED LINE OF REST OOM +' Q SMOOTH WHITE FRP WHITE FACED CABINETS CABINETS AND 146 HARM DOOR CONTACT AND RED FORMICA LJ 6 / CEILING BE OND ON BACK WALL RED FORMICA T,Es c" �" ,NE sN.�" NO BACK SPLASH COUNTER TOP COUNTER TOP MOUNT TIMER IN / / _ " _ _ __ _ " O /� �' �• i •` SPACE FOR x cdpulr BOX. CONTINUOUS - - - - Ll T— 0.TRCNI% DL DOOR iIMEA %T TO T1( KE1'S�ITTCN, / / o •�• i •`• I I _ ; ••••� REFRIGERATOR -� — e ; WALL TO N Q O \ ANDICAP \ O LO l •\ MAKE iN15 CONNECTION M 11i \ '.I II:'' I I nMROrR TEp00RCOHM _ I o \\ \\ ° 6" ABOVE \ HCCESSIBLE � O — vu<E eewE THE p°°R. O Ln I P3 \ ® ® \ CEILING \ \ Q 0 n FOR ALARI,) SERVICE QUESTIONS AT THE START OF NO E: LAVATORIES TO HAVE INSULATED DRAIN COVERS THE PROTECT CONTACT EITHER TONY KOLVEK AT ADA n 901-495-7837 OR KELLY CRUTCHER ATz 901-495-6699 MEN WOMEN APPROVED / - / I ROOM SIGN i `• % - CLEANOUT WHITE PROVIDE NEW CABINET PROVIDE „ 1 1/2' DIA. PIPE SHOP DRAWINGS FOR INSULATED LACK VINYL BASE 11 DOOR BUZZER a STRIKE DETAIL LETTERS, GRAY 3 X 3 ALUMINUM CORNER SMOOTH WHITE FRPGUARD RAILS REVIEW AND APPROVAL PIPE COVER ON BACK WALL „ BACKGROUND GUARD, 8'-0" HIGH NTS NO BACK SPLASH 3 3 3/16" = 1'-0" B,T , Z Pm 14 BREAKROOM M00 4 O 2 O 4 "� 6 RESTROOM EXTERIOR ELEVATION ° I I O z 2" DEEP 18 GA. TRACK ROOFING SYSTEM 00 o� p+ p1 � Ul �o N ANCHOR TO DECK W/ (2) #10 OVER METAL DECK r D o� o� z a u; o 0 C.0 Ln SCREWS 12" STAGGARD „ „ �MF 1 . FOR NEW RESTROOM CONSTRUCTION, FRAME WALLS 00 o U w WOM - 1 - aMEN AND CEILINGS WITH 3 5/8" METAL STUDS 16" ON $ CENTER. PROVIDE ALL WOOD BLOCKING AS J 3 20 GA. STUDS AND NECESSARY TO ADEQUATELY SUPPORT ALL RESTROOM v a TRACK CONNECT W/ 4 ACCESSORIES. SEE PLANS AND ELEVATIONS THIS SHEET FOR DETAILS. #8 LOW PROFILE LU 00 SCREWS ® EA. STUD 7 3 3 7 u 3 BAR JOIST 2 1 L 2. APPLY 1/2" GYPSUM BOARD TO ALL WALLS AND a PROVIDE CORNER TRIM 4 2 �I 4 CEILING. TAPE, BED AND SAND SMOOTH. AROUND ALL EDGES Jr. THE OPENINGS IN WALL WHERE3sg'I 20 GA. STEEL p+ p1 rl 1 BAR JOIST PASSES STUDS @ 16" O.C. ' 3. APPLY WHITE FRP BOARD, .090 THICKNESS, TO ALL THROUGH 10 X10 INTERIOR WALLS AND WALLS AROUND MOP SINK FULL MILCOR DOOR HEIGHT. BACK TO BACK 6" 16 GA. 4WMEN MEN AT CUT OFF JOIST STUDS W/ 3j" 20 4. PROVIDE 3" X 3" ALUMINUM CORNER GUARD, 8'-0" �� GA. TRACK TOP & BOTTOM. LOCATE `110$ r d. RUN CONTINUOUS FROM T-2° TO BACKFLOW r - � HIGH AT ALL EXPOSED CORNERS. BATH WALL TO END OF FINISHED FLOOR PREVENTOR CURTAIN WALL. CLEAR DIMENSION ON SHELF 5. REFER TO SHEET P-1 FOR ALL PLUMBING DETAILS a o CD AND NOTES. iAr'�4 I 1/2" GYPSUM BOARD W/ CORNER SALES FLOOR P3 6. FOR EXISTING RESTROOMS, REFER TO SHEET A-1 FOR BEAD ON OUTSIDE CORNERS SIDE 1 14 MEN THE OVERALL SCOPE OF WORK AND THIS SHEET FOR 5 &=L SPECIFIC DETAILS. 11 /25/2019 NOTE: RESTROOMS AS DESIGNED ARE IN COMPLIANCE WITH CURRENT NOTE: INSTALL 6" WIDE, 20GA. METAL STRIP HORIZONTALLY BOTH AMERICAN DISABILITIES ACT STANDARDS AND GUIDELINES. NOTIFY THE SIDES OF WALL BEHIND GYP.BD. ATTACH TO HORIZONTAL TRACK AT PROJECT MANAGER ON ANY LOCAL ADMENDMENTS FOR ADDITIONAL 7N2-REMODEL 16" O.C. AND EACH STUD, CENTER OF STRIP TO BE 90" A.F.F. COMPLIANCE. NOTE: CAULK AROUND ALL FIXTURES WITH WHITE SEALANT OTC URTAIN WALL AIS047N2 916 RESTROOM INTERIOR ELEVATIONS 7 1/8 RESTROOM NOTES RR-NOTES A�2 PROPOSED NEW 60" LEFT STRIPE 16'-9" 48'-5" 16'-9" CHANNEL LETTER SIGN PROVIDED PAINT SCHEME TO WRAP BUILDING I� AND INSTALLED BY ALITOZONE CD REMOVE ALL DIAMOND FINAL CONNECTION BY G.C. REMOVE ALL DIAMOND-- N APPLIQUE'S APPLIQUE'S CD T DARK GREY TO REMAIN a- C-) 7 PAINT WHITEO Mo PAINT WHITE &Z/Z or I O PAI 0 E STRIPE O O PAINT WHffE / O O PAI GE STRIPE O LITE z oPANT WHITEo - -- m v PAINT DK GREY 41 4 in a PAINT RED /%/ /j/ i% /// /%/ '/ // // /%/ // K /%/ a PAINT WHITE - — � PAINT MED GREY /%/ /0' �� /// /j/ -- M PAINT DIRK GREY /%/ NEW RED KYNAR FINISHED FRAMING NEW C ANODIZED NEW RED KYNAR FINISHED FRAMING AND 1" TEMPERED CLEAR GLAZING T=TEMP EOORS AND 1" TEMPERED CLEAR GLAZING NEW RED KYNAR PAINT EXISITNG — — — — — — — FINISHED FRAMING CANOPY RED AND 1" TEMPERED (� CLEAR GLAZING EXTERIOR ELEVATION — FRONT 1 PROPOSED NEW 54" CHANNEL W LETTER SIGN PROVIDED AND PAINT SCHEME TO WRAP BUILDING INSTALLED BY ALITOZONE FINAL N �' CONNECTION BY G.C. 6'-10" 27'-2 6 -10° REMOVE ALL REMOVE ALL REMOVE ALL REMOVE ALL DIAMOND DIAMOND DIAMOND DIAMOND APPUQUE'S AND APPUQUE'S AND APPLIQUE'S AND APPUQUE'S AND '^ FAUX WINDOWS FAUX WINDOWS FAUX WINDOWS FAUX WINDOWS � � �,/J 00 cv) O N z SIT[ u m 01 \ Clna 7 Iw U) O Q 2 �i L W EXTERIOR ELEVATION — REAR 12 (D L p n/ SCHEME TO WRAP BUILDING GENERAL NOTES: ` Lr- PAINT < O 1. REFER TO SECTION 09900 OF THE SPECIFICATIONS FOR PAINT AND EXTERIOR COATINGS. ALL COLORS ARE BY SHERWIN-WILLIAMS PAINT C COMPANY. O U) Lu IN 2. PAINT RESTROOM WALL VENTS TO MATCH THE ADJACENT WALL OO X COLOR. � _ 3. SEALANT AT EXPANSION JOINTS TO MATCH ADJACENT WALL COLOR. LITE LITE --- --- - -- --- -- -- 4. ALL NEW MASONRY JOINTS TO BE CONCAVE TOOLED. c o 0 6 GENERAL NOTES SIGNAGE NOTES: a ^ 1. AUTOZONE WILL FURNISH SIGNS UNLESS SPECIFICALLY NOTED ON o o ® THE DRAWINGS OTHERWISE. AUTOZONE'S SIGN VENDOR WILL PROVIDE i � FOR THE INSTALLATION OF THOSE SIGNS ON FOUNDATIONS AND WALL SURFACES THAT ARE FURNISHED AND PREPARED BY GENERAL F i CONTRACTOR. ? 'o o € ' u NEW HM MAN DOOR PAINT DOHM MAN OR O JRED NEW HM M RED RS p U k d PLANT DOOR RED PANAND FRAMES BLACK AND FRAMES BLACK C o m a AND FRAMES BLACK — — — — — — _ _ 2. SIGN INSTALLER SHALL OBTAIN SIGN PERMITS AND GENERAL - BOTH SIDES. — - DOTHs. - BOTH SIDES. CONTRACTOR SHALL OBTAIN FOUNDATION PERMIT FOR FREESTANDING DOOR WILL NEED VIEW WINDOW IN Q x VIEW WINDOW. ACTIVE LW. 1/8" = 1' SIGN. 3 u cr o EXTERIOR ELEVATION — RIGHT SIDE 3 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR INSTALLATION W n COORDINATION, PRIMARY ELECTRICAL, AND FINAL ELECTRICAL a HOOK-UP. SEE "SN" SHEETS FOR ADDITIONAL INFORMATION. 3 6'-3" 27.-2 6'-3" REMOVE ALL REMOVE ALL Q DIAMOND DIAMOND 'S PAINT SCHEME TO WRAP BUILDING APPLIQUE'S 4. SEE SHEET E3 FOR LOCATIONS OF J-BOXES TERMINATING EACH D FAUX WINDOWSANFAux APPLIQUEwlNDoAND ws WALL SIGN CIRCUIT. ��/ O= O� 332" = l'-O" — SN-B 7 SIGNAGE NOTES BUILDING NU9� o do If r7 n 0 IS a w la o a ❑❑❑❑❑0 ❑❑❑ ❑❑❑0❑❑ ❑0❑❑ ❑❑❑❑❑0 ❑❑❑❑0❑ � .� _0 0 ❑❑❑❑❑❑ ❑❑❑ ❑ ❑❑❑❑❑❑ m 5 0 _ o PROPOSED NEW 54" CHANNEL LETTER SIGN PROVIDED AND INSTALLED BY ALITOZONE FINAL I — — — — —F1 11 /25/2019 CONNECTION BY G.C. L — _ _ - - - - - - - - - - 7N2-REMODEL HM MAN DOOR PAINT DOOR RED AND FRAMES BLACK - - BOTH SIDES. 1/8" = 1 ' EXTERIOR ELEVATION — LEFT SIDE 4 Ammm113 I'l CONTRACTOR WILL NEED TO LOCATE 1 . REFER TO PAINT SPECIFICATIONS SECTION 09900 FOR CD SIGN ACCESS PANELS. IF NONE EXISTS ALL INFORMATION AS WELL AS SPECIFIC REQUIREMENTS. CN PAINT BACK SIDE OF PARTITION WALL TO MATCH INSTALL PER DETAIL THIS SHEET. RESTROOM/TRANING ROOM PAINT SCHEME APPLY BLACKOUT FILM ON INTERIOR SIDE OF WINDOWS AND TRIM THE FILM AWAY FROM 2. PAINT ALL EXPOSED CONDUIT TO MATCH WALL COLOR THE FRAME 1' ON ALL FOUR SIDES. SCHEME. 3. PAINT INTERIOR SUPPORT COLUMNS TO MATCH WALL - NEW RED KYNAR cof �� FlNISHED FRAMING PAINT HI E COLOR. PAINT WHITE AND 1' TEMPERED CLEAR GLAZING 4. PAINT RESTROOM CEILING(S) WHITE. LIGHTS SUSPENDED AT 14' A.F.F. LIGHTS SUSPENDED AT 14' A.F.F. PAINT LEffERS RED _ _ _ _ _ _ _ _ _ _ _ _ \\\ \�\ \ \�� AND STRIPES ORANGE 5. DO NOT PAINT ANY ELECTRICAL EQUIPMENT. HMD PART FIXTURES ARE 144° 001 P M 3 " BAND ORANGE PAINT 32' BAND ORANGE - - - - - PAINT 3"STRIPE WHITE- - _ L n CO PAINT ALL REAR WALLS WHITE \�\ P T D \�\ \�\ \�� \�\ \�� \G \� SALES FLOOR FIXTURES ME 90° 1/8" = 1'-0" GPN rl 5 GENERAL PAINT NOTES PAINT RED I 00 NEW CLEAR ANODIZED NEW RED KYNAR FINISHED FRAMING AND 1" ALUM ENTRY DOORS NEW RED KYNAR FINISHED FRAMING 2'-0" x 2'-0" MILCOR -4" BLACK VINYL BASE TEMPERED CLEAR GLAZING. APPLY BLACKOUT FILM ON T=TEMPERED AND 1" TEMPERED CLEAR GLAZING 4" BLACK VINYL BASE --//f SIDE OF WINDOWS AND TRIM THE FILM AWAY ACCESS DOOR, PAINT TO FROM THE FRAME 1" ON ALL FOUR SIDES. F MATCH SURROUNDING SURFACES. INTERIOR WALL ELEVATION — FRONT 1 LINE OF SOFFIT N z (TOP OF w O STOREFRONT) SEE INTERIOR ELEVATIONS FOR LOCATION. j O w N Z 1/2" = 1'-0" AIS03 n 6 JACCESS PANEL SECTION PAINT WHITE - LIGHTS SUSPENDED AT 14' AFT. - - - - PAINT ALL REAR WALLS WHITE M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W HARD PART FIXTURES ARE 144" (N PAINT ALL REAR WALLS WHITE CN 0 PAINT RED - EXISTING ROOF qDOM ACCESS LADDER o RUNMTO OPEN W z PAINT PLYWOOD WHITE T ROOM uj 0� � 0 HM ELECTRIC RM NEW HM MAN DOORS HM MAN DOOR CONSTRUCT RED KYNM NEW HM MAN DOOR DOOR PAINT DOOR PAINT DOORS RED PAINT DOOR RED 4" BLACK VINYL BASE FINISHED FRAMING AND WITH VIEW WINDOW. (n RED AND FRAMES AND FRAMES BLACK AND FRAMES BLACK CLEAR GLAZING TYP.* PAINT DOOR RED BLACK - BOTH SIDES. - BOTH SIDES. AND FRAMES BLACK / - BOTH SIDES. VIEW WINDOW IN - BOTH SIDES. ACTIVE LEAF. W 1/8" = 1 ' Z o J INTERIOR WALL ELEVATION — RIGHT SIDE 2 a� LL] o Q U) o O PAINT BACK SIDE OF CURTAIN WALL RED ° U) lcl� W IN Q ♦— CEILING IN BREAK ROOM AND7 TRAINING ROOM AT 12' AF.F. OO (D Z I � � I i - - - PAINTWHfTE LIGHTS SUSPENDED AT 14' A.F.F. PAINT INTERIOR WAILS OF BREAK PAINT ALL REAR WALLS WHITE HARD PART FIXTURES ME 144' PAINT ALL REAR WALLS WHITE-\ PAINT RED "E / 4 InTSFIM UZ �r �?o W p tD i F 0. Cf S m 0 PAINT DOORS RED PAINT DOOR RED PAINT DOOR RED HM MAN DOOR HM SPRINKLER RM ` AND FRAMES BLACK AND FRAME BLACK AND FRAME BLACK 4" BLACK AWL BASE PAINT DOOR RED DOOR PAINT DOOR D U Gi y - BOTH SIDES - BOTH SIDES - BOTH SIDES AND FRAMES BLACKRED AND FRAMES O - - R u O m CONSTRUCT RED KYNARBOTH SIDES. BLACK u O R 3'X3" ALUM CORNER FINISHED FRAMING AND V4" BLACK ANYL BASE - BOTH SIDES. ti GUARDS -DO NOT PAINT CLEAR GLAZING TYP.* 1/8" - 1 ' NOTE: PAINT INTERIOR COLUMNS RED INTERIOR WALL ELEVATION – LEFT SIDE 3 Go 10 W 00 I.- = 3 a I PAINT BACK SIDE OF CURTAIN WALL RED PAINT WHITE `�`� • O�� PAINT LETTERS RED LIGHTS SUSPENDED AT 14' Alf. d0 AND STRIPES ORANGE ai z - - - - - - - - - - - 000� � - - PAINT 32' BAND ORANGE O PANT 32" BAND ORANGE HARD PART FIXTURES ME t44' PAINT ALL REAR WALLS WHITE `p'� 5 O cv If 41, PAINT 3' STRIPE WHITE AUG �7 • PAINT RED OPEN -co 11 /25/2019 4" BLACK BLACK FRP BEHIND VINYL BASE CURTAINWALL FOR THE 3'X3" ALUM CORNER GUARDS 3' 3" ALUM CORNER GUARDS 4' BLACK VINYL BASE M-REMODEL BATTERY CHARGING STATION -DO NOT PAINT -DO NOT PAINT NOTE: PAINTINTERIOR COLUMNS RED - 1/8.. = 1. A1111111111111114 INTERIOR WALL ELEVATION — REAR 4 1. THE FOLLOWING IS GENERAL INFORMATION, REFER TO SPECIFICATIONS FOR FLOOR PREPARATION, TILE o N MANUFACTURER, STYLE, INSTALLATION INSTRUCTIONS, CLEANING AND WAXING. i 2. ALL NEW TILE SHALL BE 12" X 12" X 1/8" VINYL FLOOR TILE, WHERE EXISTING TILE IS SHOWN TO REMAIN, cch NEW TILE REQUIRED TO COMPLETE THE INSTALLATION SHALL MATCH THE EXISTING. IF THE TILE IS NO LONGER EP EP EP AVAILABLE CONSULT THE AUTOZONE PROJECT MANAGER FOR EE2�, INSTRUCTIONS BEFOR PROCEDING ANY FURTHER. REFER TO TD= 139'-5" TD= 134'-5" ,RNK� rF_______---_ I ____F____________-<________________-<__------ ---------------- 4____________-_�_-� FLOOR PLAN THIS SHEET FOR THE EXTENT OF NEW TILE - I L----- REQUIRED. Ln (c; i I F I RO STA ANG 4'-4' ROU E STA ING 5'1T r_ J THESE FIXTURES ARE 144" TALL RO STA ING ROU E STA ING I i M o HUB COUNTER i 3. PROVIDE TILE TRANSITION STRIPS WHERE TILE STOPS M RO E STA ING a'-1' AND CONCRETE FLOOR IS LEFT EXPOSED. M TE" ROU E STA ING --- - L- - LIMITED SALES U) Ro ESTA ING Rou STA NG F 4. 4" BLACK VINYL BASE ON ALL WALLS, INCLUDING w ROLtE STA ING I ROUrE STA ING INTERIOR & EXTERIOR OF ALL RESTROOM WALLS. _ I ' F LIMITED SALES F z z TRASH 5. AT THE COMPLETION OF THE PROJECT, LEAVE ONE � FEE >— TTT UN-OPENED BOX OF FLOOR TILE TO BE GIVEN TO THE PROJECT MANAGER, WHO WILL INTURN HAND IT OFF TO THE w C0 MAINTENANCE PERSONEL. J THESE FIXTURES ARE 144" TALL Q I h 6-6" Y 1/8" = 1'-0" FTN IF �11 — 1 FLOOR TILE NOTES w I - - p ' ---- ~_ LIMITED SALES L-`° " '�� SEALED CONCRETE FLOOR � I � i ® 7 M NEOPRENE REDUCER STRIP. GLUE TO N Q CONCRETE W/ 3M CONTACT CEMENT. F 5 �• 6-0' 9L10" r-yb - w L1J J 00 r------- ------------ ----� - LLN a L---<-----------= ----�------------F------ �e -------F�=111=�-�- t�=��-a�------------- --� p 1 'n O 1 _— VINYL TILE OR SHEET V J � MVINYL FLOORING O LIMITED SALES FULL SIZE AIso1 Z J °7 THESE FIXTURES ARE 144" TALL 2 TRANSITION STRIP - � _ 0 \ o= Q wN � L.L F Cash Register or to U) --- . Parts Computer p LOQ x Post Formed Q � - LL�� I Counter Top THESE FIXTUR ARE 144" TALL CUSTOMER 3011 I EMPLOYEE e -_--J Q Standard Lozier F • c� Service and - - Display section Illilli Typical shelf t8' *' e FIXTURE PLAN Bracket a THESE FIXTURES ARE 144" TALL `� 3 32" = 1 '-0" = Z o i / Display Side Storage Side o 0 N w 3'- '-3' 3'-3' 3'-3' 3'-7- 3'-3' 3'-3' 3'-3- 4'-9- F eo c± a -2 D Finish Floor a 10 00 T ITIO TRI w 12 ■ 3 1/4" 0 s F F6Y / C u o " � � 3 Fr 1. TACTILE EXIT SIGNS SHALL COMPLY WITH H = 34" @ Accessible Parts/Checkout Counter - �� • • ANSI 117.1-703. j w a 2. THE DOOR SIGNS SHALL BE 1/4' THICK AND H = 42 @ Parts Counter v ; o111 SHALL CONTRAST WITH THE DOOR (EITHER LIGHT See Sheet A-1 for Locations 00 ON DARK OR DARK ON LIGHT) y iy 3. THE WALL SIGNS SHALL HAVE A NONGLARE _ "_---- I F FINISH AND THE CHARACTERS SHALL CONTRAST o V L _ WITH THEIR BACKGROUND. a E Q 4. CHARACTERS SHALL HAVE A WIDTH TO HEIGHT z RATIO OF BETWEEN 3:5 AND 1:1 AND A STROKE i �^ FORWARD , APPROACH TO LAVATORY, PER o WIDTH TO HEIGHT RATIO OF BETWEEN 1:5 AND `gam 1:10 WALL MOUNTED F 4-0' ¢ 5. CHARACTERS SHALL BE RAISED 1/32" AND AT STRIKE SIDE ARD SHALL BE SANS SERIF UPPERCASE ACCOMPANIED OF EXIT DOOR " " w3/4" = 1'-0" counter By D GRADE 11 BRAILLE. APPROACH 0 LOW DRINKING FO TAIN PER 6. RAISED CHARACTERS SHA E A MINIMUM OF �) DOORS ki C) 5/8" AND A MAXIMUM OF 2 HIGH 3 SECTION T H R U COUNTER 7. BRNLLE SHALL BE PLACED 3/8" TO 1/2' F DIRECTLY BELOW THE TACTILE CHARACTERS, FLUSH • LEFT OR CENTERED v"�.�d d LIMITED SALES NOTE: 0= NEW DRY CHEMICAL FIRE Y EXTINGUISHER. GENERAL CONTRACTOR TO z \ \ o 5 O EXITINSTALL ONE KIDDE 10 Ib #46620420 AT f, �. E� - BATTERY CHARGING AND KIDDE 5 Ib TILE 60"X56" CLEAR F OR SPACE IN FRONT OF "°E 02 E .E #FC-340M–VB AT ALL OTHER LOCATIONS.36" LONG X 34" H. ACCESSIBLE PARTSR CLOSET, ER ANSI 117.1-604.3.1 INSTALL EITHER ON WALL SURFACE, 11 /25/2019 30"X48" CLEAR FLOOR SPACE FOR INQUIRY and CHECK OUT COUNTER PER EXIT PARALLEL APPROACH TO COUNTER, SI 117.1-227.3 & 904.4. REFER T FIXTURE UPRIGHT OR ALUMINUM MULLION.DOOR MOUNTING 7N2-REMODEL Ll PER ANSI 117.1-904.4.1. D S 3 AND 4 THIS SHEET. ROUTE " aRuu� (FROM INSIDE) MOUNTING HEIGHT = 3'-6" ABOVE FRONT ENTRY DOORS O FINISHED FLOOR TO TOP OF EXTINGUISHER. 4 TACTILE EXIT SIGN A- 5 1. CEILING GRID: ARMSTRONG PRELUDE 15/16" EXPOSED TEE GRID SYSTEM, INTERMEDIATE DUTY, PRE-PAINTED FLAT WHITE, IF NEW. CD OTHERWISE REPLACEMENTS SECTIONS OF GRID SHALL MATCH CD EXISTING. INSTALL ADDITIONAL HANGERS TO SUPPORT LIGHT FIXTURES. IN AREAS SUBJECT TO SEISMIC ACTIVITY PROVIDE GRID CD SYSTEM RATED FOR SAME. 0 v - ca-_ 2. CEILING TILES: ARMSTRONG MINERAL FIBER WITH FACTORY APPLIED VINYL LATEX FINISH, COLOR WHITE AND HAVING A FLAME SPREAD RATING OF 25 OR LESS EQUAL TO "CORTEGA #769A" SQUARE LAY-IN. SIZE SHALL BE NOMINALLY 24" X 48" X 5/8", OR SIZED TO FIT THE EXISTING GRID. �t I Ln cg 3. THERMAL INSULATION: 6" ROLL FIBERGLASS BATTS WEIGHING NO MORE THAN .26 POUNDS PER SQUARE FOOT. 4. ALL ELEMENTS SHALL BE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. SUSPENDED CEILING AT 12'-0" A.F.F. 5. INSTALL ALL MATERIALS IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. INSTALL ROLL BATT INSULATION PERPENDICULAR TO THE CROSS TEES SO THAT THE WEIGHT IF THE INSULATION IS CARRIED BY THE GRID. c.n 6. INSTALL NEW ACOUSTICAL CEILING TILES. ALLOW FOR (2) UNOPENED BOXES OF CEILING TILES TO REMAIN IN STORE. C/ BOTT. OF TRUSSES APPROX. 18'-5" AT LOWEST POINT. 7. CONTACT ARMSTRONG COMMERCIAL STRATEGIC ACCOUNTS FOR w TRUSSES, DECK, AND BEAMS WILL BE FOGGED WHITE GUARANTEED PRICING FOR AUTOZQNE PROJECT - SUSPEND LIGHTS FROM TRUSSES TO A HEIGHT OF 14' A.F.F. (800)442-4212 TALLEST MERCHANDISE RACKS ARE 12' TALL 1/8" = 11-0" clg-notes CONTRACTOR WILL PROVIDE DEFERRED SPRINKLER ALTERATION 1 CEILING NOTES PLANS SEPARATELY TO THE CITY FOR REVIEW AND APPROVAL, W GC WILL ALSO BE RESPONSIBLE FOR HIRING INSTALLERS. 0 t M 1H NZ N P- 0 ® IDS CLIP AS REQUIRED HANGER FOR SPECIFIED T-GRID WIRE w Lu PROVIDED BY G.C. PARTIAL T-GRID O Z i I HARD CEILING OVER RESTROOMS. SEE - SHOWN E- _ . SHEET A-2 FOR MORE INFORMATION1141- -.-� — u 111— W US . D F_ w LIGHT Q �'- FIXTURE C oW O o <©C L - ERICO IDS CLIP CLAMP OVER THE T-GRID AND ATTACH C) (D W TO THE C CHANNEL OF THE LIGHT FIXTURE REFER TO Q 00 CEILING P LAN LIGHT FIXTURE AND CLIP MFGR INSTALLATION DETAILS. 1 /822 = 1 '-0" CLIPS SHALL MEET IBC STANDARDS AND BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S STANDARDS. J 2 LIGHT FIXTURE GRID CLIP Q ° Z � � SUSPENDED CEILING SYSTEM __-__-_ __ �, . ' �. THE TERMINAL ENDS OF EACH CROSS RUNNER AND MAIN RUNNER EACH VERTICAL WIRE SHALL BE ATTACHED TO THE CEILING SUSPENSION MEMBER AND TO THE _ _ w o c-'r SHALL BE SUPPORTED INDEPENDENTLY A MAXIMUM OF 8 IN. FROM SUPPORT ABOVE W/ A MIN. OF THREE TURNS. ANY CONNECTION DEVICE AT THE SUPPORTING a z DETAILS AND CONNECTION o ,a 1 EACH WALL OR CEILING DISCONTINUITY W/ NO. 12 GAUGE WIRE OR CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. SUSPENSION -_ o � y • APPROVED WALL SUPPORT. APPROVED WALL SUPPORT WILL CONSIST WIRES SHALL NOT HANG MORE THAN 1 IN 6 OUT-OF- PLUMB UNLESS COUNTERSLOPING WIRES 4 DETAILS ARE PER ASCE 7-05, ;,�_ OF ANGLES OR CHANNELS ATTACHED TO EACH WALL STUD (WOOD OR ARE PROVIDED. WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR a to. -- '' METAL } W/ TEX-SCREWS OR SIMILAR. MAIN OR CROSS RUNNERS EQUIPMENT. A TRAPEZE OR EQUIVALENT DEVICE SHALL BE USED WHERE OBSTRUCTIONS _ __ o 3 SECTION 13.5.0 AND C I S CA SHALL BE ATTACHED TO THIS WALL SUPPORT W/ SUPPORT W PRECLUDE DIRECT SUSPENSION. TRAPEZE SUSPENSIONS SHALL BE A MIN. OF BACK-TO-BACK 1 -r U, >n ENLARGED VIEW f �`•• "p SCREWS, RIVETS, OR SIMILAR. � 1/4-INCH COLD ROLLED CHANNELS FOR SPANS EXCEEDING 48 INCHES. 3-4 FOR SEISMIC DESIGN SEISMIC JOINT CEILING GRID SYSTEM -_=_ = GENERAL CONCRETE MASONRY SPECIAL INSPECTIONS 1. THESE NOTES ARE GENERAL REQUIREMENTS.SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 1. MASONRY IS SUPPORTED IN THE COMPLETED CONSTRUCTION.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PER THE IBC SECTION 1704,SPECIAL INSPECTIONS ARE REQUIRED FOR THE FOLLOWING ITEMS: SUPPORTING THE MASONRY DURING CONSTRUCTION IN CONFORMANCE WITH LOCAL,STATE AND NATIONAL LAWS 1. STRUCTURAL STEEL: 2. UNLESS SHOWN OR NOTED OTHERWISE ON THE CONTRACT DRAWINGS OR IN THE SPECIFICATIONS,THE AND AS REQUIRED. a. MATERIAL VERIFICATION OF STRUCTURAL STEEL FOLLOWING NOTES SHALL APPLY TO THE MATERIALS LISTED HEREINAFTER FOR USE ON THIS PROJECT. b. MATERIAL VERIFICATION OF WELD FILLER MATERIALS 2. MASONRY CONSTRUCTION AND MATERIAL SHALL CONFORM TO ALL REQUIREMENTS OF"SPECIFICATIONS FOR c. VISUAL INSPECTION OF FIELD WELDS: 3. IF MATERIALS,QUANTITIES,STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR SPECIFICATIONS ARE NOT IN MASONRY STRUCTURES"(ACI 530.1/ASCE 6)EXCEPT AS MODIFIED IN THE SPECIFICATIONS AND BELOW.A COPY OF • SINGLE-PASS FILLET WELDS<_5116"(PERIODIC) AGREEMENT WITH THESE NOTES,THE CONTRACTOR SHALL CONTACT THE ARCHITECT/ENGINEER FOR ACI 530.1/ASCE 6 SHALL BE ON THE JOB SITE AT ALL TIMES THAT MASONRY WORK IS BEING PERFORMED. d. SPECIAL INSPECTIONS ARE NOT REQUIRED FOR WORK DONE ON THE PREMISES OF AN APPROVED CLARIFICATION. FABRICATOR. 3. SUBMIT FOR REVIEW,PRIOR TO CONSTRUCTION,SHOP DRAWINGS SHOWING A PLAN AND ELEVATION VIEW OF ALL 4. TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON THE PLANS,BUT APPLY UNLESS NOTED OTHERWISE. CMU WALL,AND A PLAN THAT SHOWS ALL DOWELS REQUIRED FOR VERTICAL CMU REINFORCING THAT EXTEND 2. MASONRY: OUT OF CONCRETE.SHOW WALL THICKNESS,AND DIMENSION WALL LENGTH AND LOCATION.SHOWING TOP a. AS MASONRY CONSTRUCTION BEGINS,THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE: 5. SHOP DRAWINGS PREPARED BY SUPPLIERS AND SUBCONTRACTORS SHALL BE REVIEWED AND APPROVED BY THE ELEVATIONS OF WALLS,BOND BEAMS AND GROUT POURS.SHOW LOCATION OF CONTROL JOINT LOCATIONS, • PROPORTIONS OF SITE-PREPARED MORTAR.(PERIODIC) GENERAL CONTRACTOR PRIOR TO SUBMISSION TO THE ENGINEER/ARCHITECT. SOLID UNITS,CELLS TO BE GROUT FILLED,OPENING,LINTEL,JOINT REINFORCEMENT,REINFORCING BAR AND • CONSTRUCTION OF MORTAR JOINTS.(PERIODIC) EMBEDMENT. • LOCATION OF REINFORCEMENT.(PERIODIC) 6. SHOP DRAWINGS PREPARED BY THE CONTRACTORS,SUPPLIERS,ETC.,WILL BE REVIEWED BY THE b. THE INSPECTION PROGRAM SHALL VERIFY. ENGINEER/ARCHITECT ONLY FOR CONFORMANCE WITH DESIGN CONCEPT. NO WORK AFFECTED BY THE SHOP 4. SUBMIT FOR REVIEW,PRIOR TO CONSTRUCTION,DOCUMENTATION FOR THE BLOCK,MORTAR,GROUT, = SIZE AND LOCATION OF STRUCTURAL ELEMENTS.(PERIODIC) DRAWINGS SHALL BE STARTED WITHOUT SUCH REVIEW. ADMIXTURES,REINFORCING,BAR POSITIONER AND OTHER ACCESSORIES PROPOSED FOR USE.SUBMIT A • TYPE,SIZE AND LOCATION OF ANCHORS,INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO WRITTEN DESCRIPTION OF THE METHOD OF REINFORCEMENT AND GROUT,AND OF GROUT CONSOLIDATION. STRUCTURAL MEMBERS,FRAMES OR OTHER CONSTRUCTION.(PERIODIC) 7. THE GENERAL CONTRACTOR SHALL COORDINATE ALL REVISIONS,CORRECTIONS,AND COMMENTS INDICATED ON • SPECIFIED SIZE,GRADE AND TYPE OF REINFORCEMENT.(PERIODIC) THE SHOP DRAWINGS BY THE ARCHITECTIENGINEER. 5. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90,NORMAL WEIGHT. • PROTECTION OF MASONRY DURING COLD WEATHER(TEMPERATURE BELOW 40°F)OR HOT WEATHER (TEMPERATURE ABOVE 90°F).(PERIODIC) 8. FIELD VERIFY ALL EXISTING CONDITIONS,DIMENSIONS,AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. 6. CONCRETE MASONRY UNITS WHICH CONTAIN VERTICAL REINFORCEMENT SHALL BE TWO CORE UNITS AND WITH c. PRIOR TO GROUTING,THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE: EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONSTRUCTION MANAGER,GENERAL CONTRACTOR, CORES AND WEBS VERTICALLY ALIGNED. * GROUT SPACE IS CLEAN.(PERIODIC) CONTRACTOR,SUB-CONTRACTOR AND/OR SUPPLIER PRIOR TO DETAILING,FABRICATION,ERECTION OR a PLACEMENT OF REINFORCEMENT CONSTRUCTION OF ANY ELEMENT.ANY DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS AND THE ACTUAL 7. MORTAR FOR CONCRETE MASONRY UNITS SHALL BE NON-AIR ENTRAINED PORTLAND CEMENT-LIME CONFORMING • PROPORTIONS OF SITE-PREPARED GROUT.(PERIODIC) FIELD CONDITIONS MUST BE REPORTED IMMEDIATELY TO THE ENGINEER/ARCHITECT. TO ASTM C270,TYPE S.CEMENT IN MORTAR SHALL BE LOW-ALKALI AND NON-STAINING.TYPE N MORTAR AND • CONSTRUCTION OF MORTAR JOINTS.(PERIODIC) MASONRY CEMENT SHALL NOT BE USED FOR CMU CONSTRUCTION. d. GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE COMPLIANCE WITH CODE AND CONSTRUCTION 9. SUPPORT,BRACE,AND SECURE EXISTING STRUCTURES AS REQUIRED TO PREVENT DAMAGE AND MOVEMENT. DOCUMENT PROVISIONS.(CONTINUOUS) THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF EXISTING STRUCTURES DURING 8. ADMIXTURES SHALL NOT BE USED IN THE MORTAR OR GROUT.ANTIFREEZE AND CALCIUM CHLORIDE SHALL NOT • GROUTING OF PRESTRESSING BONDED TENDONS.(CONTINUOUS) CONSTRUCTION. BE USED. e. PREPARATION OF ANY REQUIRED GROUT SPECIMENS,MORTAR SPECIMENS AND/OR PRISMS SHALL BE OBSERVED.(CONTINUOUS) cn 10. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE VERIFIED BY THE 9. MINIMUM NET AREA COMPRESSIVE STRENGTH OF CONCRETE MASONRY UNITS SHALL BE: f. COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION DOCUMENTS AND THE Z CONTRACTOR AND SHALL CONFORM TO THOSE SHOWN ON THE ARCHITECTURAL DRAWINGS, STANDARD BLOCK =1,900 PSI(F'M=1,500 PSI) APPROVED SUBMITTALS SHALL BE VERIFIED.(PERIODIC) O 11. THE STRUCTURAL CONTRACT DOCUMENTS DO NOT INDICATE THE METHOD OF CONSTRUCTION.THE 10. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8"AND A MINIMUM 6. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: U) CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND HE SHALL BE SOLELY RESPONSIBLE FOR ALL COMPRESSIVE STRENGTH OF 2000 PSL a. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT CONFORMS TO THE CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES AND PROCEDURES.OBSERVATION VISITS TO THE APPROVED CONSTRUCTION DOCUMENTS. SITE BY THE ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE 11. REINFORCING STEEL SPLICES SHALL BE LAPPED A MINIMUM OF 48 BAR DIAMETERS BUT NO LESS THAN 12 INCHES, b. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL,AND TO THE W CONSTRUCTION PROCEDURES. UNLESS NOTED OTHERWISE. REGISTERED DESIGN PROFESSIONAL IN CHARGE. N M c. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR 12. ANY SUPPORT SERVICES PERFORMED BY THE ENGINEER DURING CONSTRUCTION SHALL BE DISTINGUISHED 12. ALL MASONRY BELOW GRADE SHALL BE GROUTED SOLID. CORRECTION.IF THE DISCREPANCIES ARE NOT CORRECTED,THE DISCREPANCIES SHALL BE BROUGHT TO THE FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS.THESE SUPPORT ATTENTION OF THE BUILDING OFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL IN CHARGE PRIOR TO (10 SERVICES PERFORMED BY THE ENGINEER ARE SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL THE COMPLETION OF THAT PHASE OF THE WORK. (V AND IN ACHIEVING CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS. THEY DO NOT GUARANTEE STRUCTURAL STEEL d. A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND CORRECTION OF ANY DISCREPANCIES N CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. NOTED IN THE INSPECTIONS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL PRIOR TO THE ISSUANCE OF A r•. 1. STEEL SHALL BE FABRICATED BY A FABRICATOR HAVING AN AISC QUALITY CERTIFICATION CATEGORY:"STANDARD CERTIFICATE OF OCCUPANCY. 13. ALL STRUCTURES ARE DESIGNED TO BE STABLE AND SELF-SUPPORTING AT THE COMPLETION OF CONSTRUCTION. FOR STEEL BUILDING STRUCTURES(STD).' e. PRIOR TO START OF CONSTRUCTION CONTRACTOR SHALL PROVIDE STATEMENT OF SPECIAL INSPECTIONS IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE THE ERECTION PROCEDURE AND SEQUENCE TO ACKNOWLEDGING THE REQUIREMENTS OF IBC SECTION 1710. ENSURE THE STABILITY AND SAFETY OF THE STRUCTURE AND ITS COMPONENT PARTS,AND THE ADEQUACY OF 2. STRUCTURAL STEEL WORK SHALL CONFORM TO THE"STEEL CONSTRUCTION MANUAL,AISC 360." W TEMPORARY OR INCOMPLETE CONNECTIONS DURING CONSTRUCTION, THIS INCLUDES,BUT IS NOT LIMITED T0, THE ADDITION OF WHATEVER TEMPORARY BRACING,GUYS OR TIE-DOWNS THAT MAY BE NECESSARY. SUCH 3. CONTRACTOR SHALL VERIFY THE EXACT LOCATION AND SIZE OF ALL OPENINGS FOR MECHANICAL EQUIPMENT W w MATERIAL IS NOT INDICATED ON THE DRAWINGS AND,IF PROVIDED,SHALL BE REMOVED,AS CONDITIONS PERMIT WITH THE MECHANICAL CONTRACTOR PRIOR TO FABRICATION OF MATERIALS. O AND REMAIN THE PROPERTY OF THE CONTRACTOR. 4. UNLESS SHOWN ON STRUCTURAL DRAWINGS,CONTRACTOR SHALL NOT CUT ANY HOLES IN STRUCTURAL STEEL r 14. ALL MATERIALS AND EQUIPMENT FURNISHED WILL BE NEW AND OF GOOD QUALITY,FREE FROM FAULTS AND MEMBERS WITHOUT WRITTEN PERMISSION FROM THE STRUCTURAL ENGINEER. (� V DEFECTS AND IN CONFORMANCE WITH THE CONTRACT DOCUMENTS.ALL SUBSTITUTIONS MUST BE PROPERLY -r W APPROVED AND AUTHORIZED PRIOR TO INSTALLATION.THE CONTRACTOR SHALL FURNISH SATISFACTORY 5. STEEL SHALL CONFORM TO THE FOLLOWING UNLESS OTHERWISE NOTED: Lo EVIDENCE AS TO THE KIND AND QUALITY OF MATERIALS AND EQUIPMENT BEING SUBSTITUTED. a. ANGLES,PLATES,RODS,ETC:ASTM A36 b. STRUCTURAL TUBING: 0 O 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING,MAINTAINING AND SUPERVISING ALL SAFETY SQUARE&RECTANGULAR,ASTM A500,GRADE B,46 KSI z Q PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. � z 6. WELDED CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICAN WELDING SOCIETY,AWS D1.1.WELDING ELECTRODE MATERIAL SHALL BE E70XX. L ~ j GOVERNING CODES AND SPECIFICATIONS 7. MINIMUM WELDS,WHERE NOT SHOWN ON DRAWINGS,SHALL BE 3/16 INCH FILLET WELD,ALL AROUND. Q OSSC -OREGON STRUCTURAL SPECIALITY CODE,2019 EDITION IBC -INTERNATIONAL BUILDING CODE,2018 EDITION 8. ALL STEEL AND CORRESPONDING CONNECTIONS EXPOSED TO WEATHER SHALL BE HOT-DIP GALVANIZED IN N ASCE 7 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,2016 EDITION ACCORDANCE WITH ASTM Al 23 AND Al 53,RESPECTIVELY. Q W AGI 530 -BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES,2016 EDITION 0 s Z ACI 530.1 -SPECIFICATIONS FOR MASONRY STRUCTURES,2016 EDITION 9. ALL STEEL THAT WILL BE GALVANIZED SHALL NOT BE PAINTED. AISC 360 -SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS,2016 EDITION Q <�n W AISC 341 -SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS,2016 EDITION � O V AWS D1.1 -STRUCTURAL WELDING CODE-STEEL,2010 EDITION METAL DECK C AWS D1.8 -STRUCTURAL WELDING CODE-SEISMIC SUPPLEMENT,2009 EDITION V SDI-RD -STANDARD FOR STEEL ROOF DECK,2017 EDITION 1. DESIGN,FABRICATION AND INSTALLATION OF STEEL DECK UNITS SHALL CONFORM TO THE STEEL DECK INSTITUTE DRAWN BY: DGK "DESIGN MANUAL FOR COMPOSITE DECKS,FORM DECKS AND ROOF DECKS. DESIGNED BY: MJC DESIGN LOADS 2. GALVANIZED STEEL ROOF DECK AND ACCESSORIES SHALL CONFORM TO ASTM A653(STRUCTURAL QUALITY)WITH A MINIMUM YIELD STRENGTH OF 33 KSI WITH A MINIMUM G60 GALVANIZING FINISH IN ACCORDANCE WITH ASTM - 1. LIVE LOADS:(REDUCIBLE PER GOVERNING CODE) UNIFORM(PSF) CONCENTRATED(LBS) A924.PRIME PAINTED STEEL ROOF DECK AND ACCESSORIES SHALL CONFORM TO ASTM A1008 WITH A MINIMUM a. ROOF......................................................... 20...................300 YIELD STRENGTH OF 33 KSI. b. FIRST FLOOR(SLAB ON GRADE).................................. 100 ..................2,000 3. STEEL DECKING SHALL BE ATTACHED TO SUPPORTING STRUCTURAL FRAMING AS INDICATED.ATTACHMENT SHALL 2. SNOW LOADS: BE PERFORMED IN ACCORDANCE WITH THE MORE STRINGENT REQUIREMENTS FROM BOTH SDI OR THE DECK a. GROUND SNOW LOAD,Pg.........................................25 PSF MANUFACTURER'S SPECIFICATIONS. b. FLAT ROOF SNOW LOAD,Pf....................................... 18 PSF - ^ E c. SNOW EXPOSURE FACTOR,Ce.................................... 1.0 4. STEEL DECK SHALL BE CONTINUOUS OVER THREE SPANS.USE HEAVIER GAGE DECK WHEN DECK IS NOT M a d. SNOW LOAD IMPORTANCE FACTOR,I e .............................1.0 CONTINUOUS OVER THREE SPANS TO PROVIDE SIMILAR ALLOWABLE LOAD CAPACITIES. MU e. THERMAL FACTOR,Ct............................................1.0 0>-0 ,2 LL Z 3. WIND LOADS: �( n a. ULTIMATE DESIGN WIND SPEED(3-SECOND GUST),MPH..............97 b. RISK CATEGORY................................................ II c. WIND EXPOSURE................................................0 d. DESIGN WIND PRESSURE FOR COMPONENTS AND CLADDING SHALL BE _0 o COMPUTED PER GOVERNING BUILDING CODE USING EXPOSURE......C Q V e. INTERNAL PRESSURE COEFFICIENT(ENCLOSED)....................+1-0.18 -- V) �_ o N Nco 4. EARTHQUAKE DESIGN DATA: a o a. OCCUPANCY RISK CATEGORY.................................... 11 _ o .a o b. SEISMIC IMPORTANCE FACTOR,le..................................1.0 -- 3 c. MAPPED SPECTRAL RESPONSE ACCELERATIONS....................Ss=0.971g o U 04 St =0.422g � � } cv � Q O y, d. SITE CLASS.....................................................D N e. DESIGN SPECTRAL RESPONSE ACCELERATIONS......... SD=0.728a SOI=0.4448 -=- . f. SEISMIC DESIGN CATEGORY...................................... D N = _ Q w G d L L C PRECAST CONCRETE LINTELS CA 1. PRECAST CONCRETE LINTELS SHALL BE MANUFACTURED AND INSTALLED IN ACCORDANCE WITH THE PRECAST MANUFACTURER'S SPECIFICATIONS. .�RUCTU 2. PRECAST CONCRETE LINTELS SHALL BE MANUFACTURED UTILIZING: 5 qL f a. MINIMUM CONCRETE COMPRESSIVE STRENGTH,fe=3,500 PSI ���tiQ PRQF`csS' b. REINFORCING YIELD STRENGTH,fy=ASTM A615,GRADE 60 5 GINS i c. MINIMUM GROUT COMPRESSIVE STRENGTH,ASTM C476,fg=3,000 PSI �ty� �� F'Q °•y 3. PRECAST CONCRETE LINTELS SHALL HAVE A MINIMUM BEARING LENGTH OF 8-INCHES AT EACH END. 89567PE �r P 4. BELOW EACH BEARING POINT OF LINTEL,GROUT FILL CELLS FOR A MINIMUM OF 16"BEYOND EDGE OF OPENING cu AND A MINIMUM OF 16"BELOW LINTEL BEARING. 1� OREGON Q /z�ans a ExpIlw: 06/90(2/ 0 ,a r. N �U1 Y u 4 12/12/2019 N 3 E 3 REMODEL Y somo V d O d d L u v Y 1 GENERAL NOTES 2 3 4 5 6 (:7 8 212'-6 3/4" 26-0 3/4" 341-61' 34'-6" 34t-6" 28'-0" 24!-0" 32'-0" r————————————————---——————————————————————————————————————---- L-—————————————————---————— ————————— --—————————— -— —————————————— --xxxxxxxxxx kxxj�xxxxxxxxxky-- VK?(17 LlJ L Tj LyJ L j L I T ———————————— ————————————————— I r——————— ———————————a------------------i I EXISTING MASONRY r--------- ————————————————--— ——————— ------------ ———— ——————- WALL,TYP - EXISTING WALL :H Lo (D FOOTING,TYP I i r c*4 NEW OPENING IN cl) EXISTING MASONRY WALL rII I lllll-� je�2 S3.1 S3.1 lF FF —1 CD r T Z U>, J T LTJ LT i L L 'L I L -10 T T T U)00 Do i rDo > I I I j � � c\I M —I I j co F 9 Lis ——— D.5 CNI EXISTING BUILDING I I Iw COLUMN FOOTING,TYPEXISTING BUILDING uj I i COLUMN,TYP Nr 0 rF --I F F F —1 r _ j Q --A L T L -j LTJ_j L L L y rl r Lo CL j j j j O D z j � I I I I Z 0 0 EXISTING 0 < C> I SLAB-ON-GRADE,TYP I I U) < cl 0cl) j { I I 0 I i i N U") < 00 0 C) < U. DRAWN By: DGK r -A I DESIGNED BY: mic r L---J L LT I L R, I � j � j �2 E C.4 0 'qr .6 C�l co o &L Z E 11 Sao L-2 M 0 >> 000 Cl > -'o 4cu i = —v) 14� CN j 1 I I—�" FF --1 F T--I r C) co + 9 I i L L -J L -J L---J uj C) 0 (N 'o la > >III co cq I I jp,%)CTU p R ope f j j j ���'� IN 89567PE co FOUNDATION PLAN NOTES: ON I-T.-I r -1 w 1. SEE SHEET S0.0 FOR GENERAL NOTES. 4A r 0 xx� 26-0 3/4" 21!-5 518" 33!-0" 211-6" 33'-0 22-6 3/8 24.011 Expbw " ' " ' 0 I c 3. WHEN WORKING NEAR AN EXISTING AND/OR NEW STRUCTURE,THE CONTRACTOR SHALL I EXERCISE EXTREME CAUTION SO AS NOT TO DISTURB,DAMAGE OR IN ANY WAY CAUSE UNDESIRABLE MOVEMENT,CRACKING,AND/OR SETTLEMENT OF THE ADJACENT STRUCTURE. u 0 2.6 3.5 4.2 5.2 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING THE EXISTING CONDITIONS 12/12/2019 AND FOR THE PROPER FIT AND CLEARANCE IN THE FIELD OF ANY MATERIAL THAT IS 76 FABRICATED FROM THESE DRAWINGS.IF THE CONTRACTOR DISCOVERS ANY EXISTING CONDITIONS THAT ARE NOT AS REPRESENTED ON THESE DRAWINGS,PAUL,J.FORD AND REMODEL COMPANY SHALL BE CONTACTED IMMEDIATELY TO EVALUATE THE STRUCTURAL o FOUNDATION PLAN SIGNIFICANCE OF THE DEVIATION. O /n K"l u Vv SCALE: 3132"=l'-O" NORTH L=I 1 2 3 4 5 6 7 8 217-6 3/4" 25'-0 3/4" 34'-6" 34'-6" 341-6" 28'-0" 24'-0" 32'-0" F (E)32G5N4.1 KSP (E)40G6N4.7KSP (E)40G6N4.7K (E)40G6N4.7K (E)36G5N4.1 K (E)32G4N4.9K (E)40G6N4.4K (: F - A NL0 a Y (E)22K7 SP JOISTS (E)22K7 JOISTS M � N N � J _ m W 0 W 3.1 I� U) E (E)32G5N8.2KSP (E)36G6N9.4K SP (E)36G6N9AK (E)36G6N9.4K (E)36G5N9.2K SP (E)32G4N9.8K {E}36G6N6.8K z 0 II � N N (E)14K1 JOISTS w 0 0 0 o a o r N M a a a F F a a a u�[) c�nG g g cn U) C/3 04 C14 04 04 04 �? (E)22K7 JOISTS w w w (E)4,2107 JOISTS (E)22K7 JOISTS w w w (E)W16x26 D•5 N M N S3.1 cn O I I NEW RTU#2 {MAX TOTAL WT=2,900 LBS},NEW (MAX TOTAL WT=2,900 LBS), W SEE NOTES 6&7 SEE NOTE 6&7 LL, W Q (E)32G5N8.2K (E)40G6N9.4K SP � {E)40G6N9.4K (E)40G6N9.4K (E)36G5N4.2K SP (E)36G4N9.8K I..L.. D N N V z 0 Z �� F 7--a- 0 o (E)22K7 JOISTS U) - �i LL 0 - 0 0 «o0 < C:) DRAWN BY: DGK (E)32G5N8.2K (E)40G6N9.4K SP (E)40G6N9.4K (E)40G6N9.4K (E)36G5N9.2K SP (E)32G4N9.8K SI Y: mic F- F --1 F 7 v~i c~n w c~n c) cin ROOF PLAN NOTES: - 0 0 0 B j B o a o (L IL(n w ( I co U) 1. SEE SHEET S0.0 FOR GENERAL NOTES. n E , N O C14 C14 clilt I LlN 2. WHEN WORKING NEAR AN EXISTING AND/OR NEW STRUCTURE,THE CONTRACTOR _ v (E)22K7 JOISTS �u W^ w -1 cu w w (E)22K7 JOISTS SHALL EXERCISE EXTREME CAUTION SO AS NOT TO DISTURB,DAMAGE OR IN ANY 70:1 (E}22K7 JOISTS 1 WAY CAUSE UNDESIRABLE MOVEMENT,CRACKING,AND/OR SETTLEMENT OF THE KL Z Q T NEW RTU#4, ADJACENT STRUCTURE. Qa S3.1 S3.1 (MAX TOTAL WT=2,900 LBS), 'D. E NEW RTU#3, � 7zF SEE NOTES 6&7 3 ENGINEER OF RECORD APPROVAL.OTHERWISE ALTER EXISTING JOIST BRIDGING W/0 2 0 (MAX TOTAL WT=2,900 LBS), SEE NOTE 6&7 4. ENGINEER OF RECORD SHALL BE NOTIFIED IF EXISTING METAL ROOF DECK IS CUT 'V10 01 LEoc AVING A LESS THAN 3-SPAN CONDITION. - a _ _ _ 14 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING THE EXISTING = "I c`l 'o (E)32G5N8.7K ( )40G6N10.OK SP (E)40G6N10.OK SP (E)40G6N10.0K (E)36G5N9.7K SP (E)32G4N10.4K CONDITIONS AND FOR THE PROPER FIT AND CLEARANCE IN THE FIELD CF ANY o 2 - MATERIAL THAT IS FABRICATED FROM THESE DRAWINGS.IF THE CONTRACTOR -=- m c� N DISCOVERS ANY EXISTING CONDITIONS THAT ARE NOT AS REPRESENTED ONuj - DIM, O ON 04 a. THESE DRAWINGS,PAUL,J.FORD AND COMPANY SHALL BE CONTACTED < T!z- C) `V IMMEDIATELY TO EVALUATE THE STRUCTURAL SIGNIFICANCE OF THE DEVIATION. r B B I 6 aT 6. CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD AND PROVIDE SKETCHES WITH " PHOTOS OF THE EXISTING RTU INDICATING ITS WEIGHT,DIMENSIONS,AND OPENINGS IF: a NEW RTU#5, & THE WEIGHT OF EXISTING RTU#1 TO#4 IS LESS THAN 23001b. (MAX TOTAL WT=900 LBS) I • THE FOOTPRINT OF EXISTING RTU#1 TO#4 IS LARGER THAN NEW RTU. i i 3 r Lo co 0 0 7. CONTRACTOR SHALL VERIFY THAT ALL REINFORCING SHOWN ON DETAILS 3 AND 8 c co (E)28K7 JOISTS (E)28K7 SP JOISTS (E)28K7 JOISTS ON S3.1 HAVE BEEN INSTALLED AND MEETS OR EXCEEDS SIZE AND REQUIREMENTS `r w co N 00N INDICATED ON DETAILS.REPORT ANY DEFICIENCIES TO EOR 5�R�CTURgl o N Y Y o !it W A Rop PROF A 1NE�,Q 'r I I CODED ROOF PLAN NOTES: O L- -1 89567PE A. REPAIR EXISTING ROOF DECK.SEE 5/S3.1 FOR MORE INFORMATION ON o B. EXISTING SKYLIGHT TO REMAIN ply; 1$•2���@, {E)W1$x35 (E)W14x22 (E)W18x35 (E)W14x22 (E)W18x35 (E)W14x22 (E)W18x35 �, o© ----- -------- ExpRv 06/30121 0 25'-0 3/4" 21'-5 5/8" 33'-0" 21'-6" 33'-0" 22'-6 3/8" 24'-0" N U 2.6 3.5 4.2 5.2 12/12/2019 N J s 3 REMODEL / PARTIAL ROOF FRAMING PLAN 1 SCALE: 3/32"=1'-0" S2.1 v NORTH S201 i Q u " EXIST CMU EXISTING CMU WALL (TO BE REMOVED) 2 SIKA REPAIR-222 wiCOARSE NOTE: g EXIST CMU AGGREGATE AND INSTALLED CONTACT STRUCTURAL ENGINEER IF BEARING ANGLE w/STRICT CONFORMANCE TO CANNOT FIT BETWEEN EXISTING DECK FLUTES. MANUFACTURER'S CONT#4 BAR @ OPENING SPECIFICATIONS L2 1/2x 2112 DIAGONALS Lu NEW ISOLATION JOINT ARE NOT REQUIRED IF THIS L4x4x3/8 x 0'-3 3/4"LONG NEW ISOLATION JOINT DISTANCE IS 0'�"MAXIMUM #14 TEK SCREWS NEW PRECAST LINTEL o (CONTACT MANUF FOR CAST-CRETE$F36-16/1T OR NEW#6 VERT ° 4 o SUPPORT ANGLE RT UNIT REMOVE INSIDE FACE 4 a. - ce SCREW SPACING) EOR APPROVED EQUAL. SHELL OF CMU TO REBAR,EACH • _ . INSTALL NEW BARS p JAMB IN WALL - _ EXIST VIEW p-D ��/��/ �/ 77 �, ROOF DECK NG RTU VI EW A-A D \ �\/\ / REPLACE WITH NEW PREMOVE I ECE OF DECK \ E/E #4 DOWEL @ 16"OC S�j ORT ANGLE PROVIDE CONT FRT LIGHT GAGE METAL ROOF CURB INSTALLED USING HILTI 3/16 3 WOOD BLOCKING `�' Lo (o #6 x 4'-0"LONG DOWELS INSTALLED EXISTING CMU STEM FIELD WELD INTO EXIST BOND BEAM USING HILTI EXISTING WALL FULLY GROUTED HIT-HY 270 EPDXY (2)-L2-1/2x2-1/2x3/16 FOR CURB SUPPORT (0'-10"MIN EMBED) FROM LOAD LOCATION I EXIST METAL ROOF DECK HIT-HY 270 EPDXY(0'-4"MIN EMBED} BOND gEAM {FIELD VERIFY) 6" TO NEAREST BOTTOM NEW PRECAST LINTEL 12" CHORD PANEL POINT 3/16 3 (TYP,BOTH SIDES) PROVIDE#10 TEK Ll SCREWS @ 6"OC,TYP NEW STEEL ROOF DECK TO MATCH EXISTING ALL SIDES OF OPENING EXISTING DEPTH AND PROFILE.PROVIDE WALL FOOTING 18 GAGE DECK FOR SINGLE SPAN A 4 a4 4 3/16 3 LOCATION.PROVIDE 6"MIN SIDELAPS a 4.L1 1/2"�BOLTS @ 9"OC 11 EXIST BAR JOIST 8., $ C TYP VIEW C- EXIST BR O t N OPENING a L SEE ARCH 3/16 1112 SUPPORT STEEL,SEE PLAN A ROOF JOIST METAL DECKING CONNECTION TYPr5- z B B g g SECTIONKo"2� ELEVATIONK'0'3� HOLD-DOWN CONNECTION ('�'4 0 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS S (f� �7 EXISTING W CMU WALL � f N M SUPPORT ANGLE VG LL NEW BARS. ('7 T NEW JAMB SOLID. AL AT BOTH SIDES SUPPORT ANGLEENING) z cco Z c i z vi z co8'-a"MAX ( cn o co to 3SEE ARCH 3/16 TYP w m w mmW#6 x 4'-0"LONG DOWELS INSTALLED USING U WALL,FULLY GROUTED BELOW GRADE W HILT!HIT-HY 270 EPDXY INTO CMU OR V J OR EXIST CONCRETE TYPICAL L4x4 TO L4x4 W W ,J HILTI HIT HY 200 EPDXY INTO CONCRETE STEM WALL(FIELD VERIFY) (0'-7"MIN EMBED) NEW RTU,SEE MECH DWGS FOR 0 VIEW D-D ANUFACTURER&MODEL NO. ,d. < NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY TYP r•,. �— EXISTING DIMENSIONS. EOR SHALL BE CONTACTED IMMEDIATELY 3 {Sj IF CONFLICT EXISTS.CONTRACTOR IS SOLELY RESPONSIBLE FOR S3.1 L0 SAFETY AND STABILITY OF EXISTING STRUCTURES. L4x4x3/8 L4x4x3/8 L4x4x3/8 I'- �"'"� caca ----------- -- ---- u zco z a �� D D . -- Z 06 WQ Wm ELEVATION 1 m o ~ ��++ -6-0z SCALE: NTS t73. TYP w Q 3 �, 0 L4x4x3/8 53.1 i i a, �(� �/ E M N o X � I I D D .I I I I O 00W CURB CORNER t O BEARING POINT --' V) Q I DRAWN BY: DGK DESIGNED BY: MJC L4x4x3/8 . . . . . . . . . . . . . . . . . . . . J I 77 . I J L443/8 L4x4x3/8 L4x4x3/8 - NEW RTU,SEE -T MECH DWGS FOR -F MANUFACTURER EXISTING JOIST GIRDER, &MODEL N0. SEE PLAN p �2E _ e q ° ------ 0 L4x4x3/8 0>-o11116 Z j 4U. = mi �0 �u� � v � d ca c i N 00_ O m 0 �nO` 9 N uj W MECH SUPPORT FRAMINGK�-6� MECH SUPPORT FRAMING (�'7� Lo0 04 N SCALE: NTS �+�. SCALE: 1/2"=l'-O" m N Q - C d L L 3 U N m -3 d A d 5.�Rt1 CTt1R, t a �w�tip PRop_, rn �G1N�FR 89567PE N� O d 0 Exii#w a6�saf2r 3 4 , n ti O i' d 12/12/2019 -o REMODEL S301a a d L i Q u