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Home My WebLink About10147642.pdfEM T1 TITLE SHEET 4 �----- SHEET NUMBER DRAWING I.D. NUMBER DRAWING TITLE ■ 0FLOOR PLAN l ■ 1 " SCALE: 1 4" = 1'-0" xA -� i T LIBRARY NUMBER �T. DRAWING SCALE SECTION ■ • ■ • p ■ r • • A1.1-01 SECTION I.D. NUM SER SHEET WHERE SECTI IS LOCATED DETAIL . . . . . . . . . . . p . p A1.1-01 DETAIL I.D. DER SHEET WHERE SEC TI IS LOCATED AREA TO BE ENL DETAIL (ENLARGED) . . . ■ r ■ _ A1.1-01 DETAIL I.D. NUMBER SHEET WHERE SECT! ELEVATION a ■ ■ p ■ ■ ■ ■ a od6hh, IS LOCATED � A1.1-01 ELEVATION I.D. NUMIBER - SHEET WHERE SECTION IS LOCATED CEILING HEIGHT ABOVE _FINISHED CEILING HEIGHT . . • ■ . . . r FLOOR (}�� O R s ■ ■ ■ ■ • r ■ s ■ DOOR DOOR. NJMI5ER v ■ ■ • r � DESIGNATION WINDOW . . . . . . ■ . WINDOW NUMBER . . . . . <�DMsKNAT1oN FINISH MATERIAL . . ■ p ■ . • P-1 --- FINISH DESIGNATION TRIM pCOMMENTS, F ,APPLICABLE �, KEYED NOTE DESIGNATION KEYED NOTES ■ ■ ■ p ■ • • ■ . p • L,!-' ON APPLICABLE SHEET REVISIONS ADDENDUM NUMIBER -- REVISED AREA CLOUDED r -- ELEVATION W04T ELEVATION HEIGHT ■ p 100'_ 0» ,__ �a, S:� _.__.._- wNCE POINT EQUIPMENT . ■ . ■ . . ■ ■ ■ p . Amy EQUIPMENT NUMBER DESIGNATION WALL LEGEND ■ . ■ ■ p WOOD FRAMED WALL 11111 METAL STUD WALL MASONRY WALL AISRICATED COOLER UNIT LOW (1/2) WALL EXISTING WALL EXISTING DEMISING WALL ALAN WVVVb CODE EDITION MAMA FU'S,. 1935 PEACHTREE ROAD �,${�nlminate FLOODZONE E 8 E �� "� �r � � �� `��w ��r ATLANTA, GEORGIA ti �� n t ��o .a, MICROFILM �. , � 404�-355-2233� ROOD � _:_...._...:. _< RADIANT RA I C FAX AAA.A03-8070 h �f V!= YES dpartners.com Tony Wong Wong Noodle • 15662 Commerce Lane Huntington j 92649 ,•• (714)-895-1915 CONSULTANT:LIGHTING Rob Edwards Atlantic Lighting, Inc. 526 Plasters Avenue Atlanta, GA 30324 800.863.3521 K - -r r S1.0 SECTIONS AND DETAILS 3 2/16/05 El S1.1 SECTIONSM t 1 DIMENSION •!' 1 A1.2 EQUIPMENT SCHEDULE 3 2/16/05 13 A1.3 FLOOR FINISH PLAN 3 2/16/05 Al ■4 REFLECTED CEILING PLAN 3 2/16/05 A1.5 EGRESS AND ACCESSIBILITY PLAN 3 2/16/05 A2.0 INTERIOR ELEVATIONS 3 2116/05 ® A2.1 TOILET ROOM ELEVATIONS 3 2/16105 A3.0 INTERIOR SECTIONS AND DETAILS 3 2/16/05 ,INTERIOR'S°ECTi+ONS'AND DETAILS 3 .;: 2/16/05 A4.0 "FINISH AND DOOR SCHEDULE 4 2/28165 MILL, - 'ELEVATIONS AN.D SECTtt NS_ .. 3 ... :2116105 A6.0 ARCHITECTURAL SPECIFICATIONS 3 2/16/05 IM A6.1 ARCHITECTURAL SPECIFICATIONS 3 2116/05 A6.2 ARCHITECTURAL SPECIFICATIONS 3 2/16/05 F 41 P1.0 SANITARY PLAN 3 2116/05 131.1 WATER AND GAS PLAN 3 2/16/05 P1.2 PLUMBING SCHEDULES AND DETAILS 3 2/16/05 El P1.3 GAS ISOMETRICS 3 2/16/05 Eq P6.0 PLUMBING SPECIFICATIONS 3 2/16/05 FIESIDEN, i UAL � �El M1.0 , e M1.1 Boston Chicago Columbus dallas los angeles miami M1.2 10 M6.0 BUILDING: City of Santa Ana Planning & Building Agency 20 Civic Center Plaza Ross Street Annex Santa Ana, California 92701 (714) 647-5800 www.ci.santa-ana.ca.us # =��74 877-283-2507 HEALTH Environmental Health Divisi 2009 E. Edinger Avenue Santa Ana, California 92705 (714) 667-3737 www.ocfoodinfo.com ACCEM"EM FOR EM E1.0 SEPARVFE PERMITSt'E REM, -FOR This set of plans apd Specifications must be inept on the 1 R all t."Mes and it is unlawfil t cafro- any Changes or afterations an salTe. without written pern, iss on from the "Ity of Santa Ara, } The acceptance of this plan and specl1 c ti ns SHALL NOT be held to permit nor be an approval 0 the violatioil of any provisions I ANY itt r inanc r 8tal-a L ie Accepted y Date �- Mato issued •'~-♦ �r - ^ = - .�� ♦ .��r �T�! �• :. G'"-► r f'i:�'� �� rT�r ♦ .z- _ - :• • ��;�-T` •_ �'l1 -- -♦�i; - •- •- �, r" i� -_7f"i �� ♦' Y • ♦ - • - ^ e C • r r - :� ♦ - • ` ` +. Iw s w, r r s • • ♦IN mini • r y r -, •- ♦ - r► it ♦ r r i • - •- • + ♦ r w - it - r •- ' < --: - <� --a : a�, . • ♦ , - �. • - . r - ♦ ��., - ♦ - s • + - . - . - -.- ,r - • - r a + • s �: • - Ir �, - z - it - .' - - - r r s _ _. r � � t ,♦ ♦ - s � • i - r- ♦ • - ♦ • c ` - - s :. - . ♦ ♦ s .t ; .. . ♦ r -.: � r Ir • _ -♦ �r �r r r � :r :: •- - - ♦._ ;ter is - - • •- • ♦- ♦ -• r ♦ ♦ - • • ♦ :. s • - lei i � + i ;�. I r ► • • � r r_♦ .: r ♦ • it • s • •- w; s ♦ • - -<• ♦- w r • + - w r r r ♦- • r it - � - r ♦ - ♦ - r Ir • - .♦ - .r r r - . �_ - • w ,_ • _• - -*ram _.r �r - • • � ♦ r ; r: ♦ •I Ait -fir �, rr r • r r- •. '. ♦ r ♦ ♦ ,, , _' .__'.r r s- r• r, r ♦ ♦ rt •' ♦- , • r , _ • , •_ . ♦ 3 - +, it -•*. • ! - -. r' •' r ♦ . � , , .• � ` � Ir ♦-�: -- . - � - . « mar ' - r ` ♦. . + � � --�r- r s • � is r - • :r • - ♦ .: - � � Ir • -.:. r ♦ r- - ♦ r r � �r r ; r ♦ w -r . ♦ ♦ - ♦ r • • �. - � � , ;:_ . .� _ ♦ it r ; ♦ fM +' :.. r : ` -r ^ c r- • � • � r - • ♦ � r � � r ` :. • s ♦ it ♦ ` •rw, t Ir +- - :• �r : •r •- rr �s _♦� • • ♦ - • ♦ . r' ` • srr { i ♦' � t � • I �a a • • r - , r ; -. ♦ ► I f . . r. + r, :.. •._ _..:♦ r , r i• M" . r 14. 01 SHALL PAY ALL TAXMS, SECURE ALL PERMITS AND PAY ALL FEE6 INCURRED IN 114E COMPLETION of THE PROJECT, IINCLUPIW* BUT NOT LIMITED TO BUILDING PERMITS, WATER, ELECTRIC AND TELEPHONE SERVICE CONNECTION, CERTIFICATE OF OCCUPANCY SURVEY'S AND INSPECTIONS. 15. SCOPE OF WORW, THE CONTRACTOR SHALL INCLUDE AND PROVIDE ALL LABOR MATERIALS, EQUIPMENT, ?7 a�♦:_ M f� - _ .ice ••i+i=:: r - sarri" - r r Q Tom,_ a_ - NOTED TO BE T14E WORK OF OTHERS CONTRACTOR SMALL PERFORM ALL WORK NECESSARY FOR PRODUCIW3 A CV1PLETI5, WAISITABLEPROJECT, DNG BUT NOTr TO SITE WORK, -ARCHITECTURAL,- -PLUMISM N 16. THE - r «E$ SHALL NCLUDE EVEIRMM! OR PROPER ♦- PERF<)RMWs AND C41IMPLETWs THE WOW REQUIRED AS INDICATED 13Y T14E PLANS AND SPECIFICATIONS, TO PROVIDE FINISHED WORK ANYT14NG OMITTED El SIGNATURE DATE: TITLE THEREFfeal WHIC44 IS CLEARLY NECESSARYFOR 114E COMPLETIONOF • OR a CONSIDERED A POR!TION OF THE WW ALTHOUGH, NOT DIRECTLY SPECIFIED OR SHOWN ON T14E DRAWW36. n. _ . w ;<INN'S C4X*1KNSATION, AS WiQUIRED IBY LAW,AND PUIBLIC LIADILITY SHALL ♦-El SIGNATURE DATE: CONTRACTOR ♦ it ♦NALLY C41ARANTM ALL MATEMALS, AND WORICIANSWIP PURNI$HEP ♦- INSTALLED BY HIM •- HIS OUIBCONTRACTORS FOR A - r r OF ONE FROM DATE OF Is SHALL REPLACE ANY DEFECTIVE WORK WITHIN T14AT PEPJOD WITHOUT E>ft-NSE TO T14E 004ER AND PAY FOR ALL VAMAGES TO 0 SIGNATURE DATE: TITLE OTHER PARTS OF r FROM EFECTIVE WORK OR ITS REPAIR TI-E CONTRACTOR SHALL REPLACE DEFECTIVE• - 0DAYS AFTER IT 16 BPDJC-44TTO HIS ATTENTION, MECHANICAL PLAN 4 2/28/05 MECHANICAL SCHEDULES AND DETAILS 3 2/16/05 CAPTIVAIRE HOOD DETAILS 3 2/16/05 MECHANICAL SPECIFICATIONS 3 2/16/05 LIGHTING PLAN 3 2/16105 POWER PLAN 3 2116/05 ELECTRICAL PANELS AND SCHEDULES 3 2/16/05 ELECTRICAL SPECIFICATIONS 3 2/16/05 FaA •s - ♦' � s •s - i r y' - w r - -riz W.• •r • : •r • � r . R • r' U • r - r .• --• r r • - r r- •rc • rMIT• �r ~ • • o �,e r -: • w, :fir � BUSINESS 66 S.F. KITCHEN sw SF. DINING (W/OUT FIXED SEATS) 1AIS SF. R ESTROOMS 251 SF. SERVICE COUNTER 1711 S.P WATING C, 1W SF. STORAGE 11 SF. PATIO (NOT NC. N TOTAL) 329 SP. TOTAL NET AREA 3,315 SF. C4068 TOTAL AREA 3,452 SF. 1s"'s- ' BATES Issued for Design Dev. 11/18/04 Issued for Permit 12/14/04 Health Comments (2) 01/20/05 Bldg/Fire Comments (3) 02/16/05 - IWC,,0UKILAV I WC,1 LAY I I (EXCEPTION) I WC,1 URA, I LAY 2WC, ILAv I WATER SERVICE IS PROVIDED DIRECTLY TO THE CUSTOMER STORE NUMBER. NOTE: 1. SURFACE SLOPES OF PARKING SPACES SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION. HANDICAP 4 ZERO CQNC. CURB NOTE: PARKING SIGN SIDEWALK SIDEWALK r7 ALL SIDEWALK SHALL BE 1/5" x3/4" DEEP PLANTER, AS OCCURS, SEE SMOOTH TROWELED, TYP., TOOLED JOINT. WHEEL BUMPERr6 SITE PLAN. ALL RAMPS SHALL BE MEDIUM AS OCCURS. BROOM FINISH, TYR, SMOOTH TROWELED • FINISH. 3/4" >� R. < 4" CONCRETE SIDEWALK A4 REBAR W/ 6 x 6 / W 1.4 x 1.4 C'4 NT. MESH REINF. , UNLESS NO PARKING G" A.C. PAVING. OTHERWISE NOTED PAINTED IN WHITE U 4' WIDE PAINTED LETTERS, 12" HIGH B1 E STRIPES, 7� DO (2 C OATS). ... ..... .. . ......... 0(yo 91-01, /0o6. 61HIGH MAX., OP., 01 ---- MIN, -------- CONIC. CURB Ly �O (COMPACTED BASE PER SOILS REPORT. 2 r . i i TEQ. L EQ. DOUBLE-4" WIDE PAINTED WHITE STRIPES, (2 COATS), TYR ZERO CURB DETAIL SCALE STRIPING AT END STALL► SCALE 1 1/2"=V-O" LOCATE WHEEL BUMPER ±3'-4" FROM END OF STALL STRIPING, SEE SITE NOTES:- PLANS and DETAILS FOR EXACT LOCATIONS, 1. ALL STROKES TO BE MIN. 3" WIDE. ROYAL BLUE FIELD: ROYAL BLUE. BORDER SYMBOL: WHITE. SECTION: �TOP OF AC. PAVING / 7 BACKGROUND 2. PROVIDE TWO (2) COATS (2) #3 REBARS OF REFLECTIVE PAINT. LET DRY BETWEEN COATS. PAINTED STRIPE 3. LOCATE SYMBOL IN FRONT OF PARKING STALL, VISIBLE TO TRAFFIC OFFICER and CENTERED AS SHOWN ON Ar 0 0 PLAN: C) SITE PLAN. 7- BORDER AND ro 0- 4. HANDICAP SYMBOL TO SYMBOL, SYMBOL COMPLY W/ CURRENT STATE, PAINT: LOCAL PUBLIC AGENCY, ETC., /#5 REBARS 18" LONG loll xxxxxuxxxuxx REQUIREMENTS, U.N.O. "---ALIGN W/ FRONT OF STALL 3" TYP. ELEVATION: EPDXY TO A.C. PAVING WHEEL BUMPERS SCALE 6 PARKING EMBLEM DETAIL SCALE N.T.S. N.T.S. n ao NOTES:- 1. SIGN TO BE PORCELAIN ON STEEL WITH A REFLECTORIZED BEADED 80* 36* MIN, Unauthorized vehicles TEXTURE. BOTTOM OF SIGN TO BE MIN. parked in designated +80" ABOVE FINISHED SURFACE, accessible spaces not U.N,O. 80" displaying distinguishing 2. SIGN TO CONFORM TO ALL MIN. placards or license plates CURRENT STATE & LOCAL CODES issued for persons with AND/OR REGULATIONS. disabilities may be towed 3. LOCATE AT ALL MAIN DRIVEWAY away at owner's expense, ENTRIES. SEE SITE PLAN FOR Towed vehicles may be LOCATIONS. PARKING SPACE reclaimed by telephoning 4. PRIOR TO FABRICATION and EMBLEM 2 0 the Santa Ana Police INSTALLATION OF SIGN, (SEE BELOW) Department at (714) 245-8665. CONTRACTOR SHALL USE CVC 22658a. INFORMATION AS OBTAINED 1/2" RADIUS 0 FROM CITY OF SANTA ANA PLANNING & BUILDING AGENCY BLUE 1W and FILL IN AS A PERMANENT WHITE RESERVED PART OF THE SIGN, FOR 51 SIGN LETTERING SHALL BE NOT REFLECTORIZED HANDICAPPED LESS THAN 1" IN HEIGHT. SIGN CONSTRUCTED 0 OF PORCELAIN RESERVED I STEEL WITH BEADED FOR VAN ACCESSIBLE TEXT OR EQUAL, HANDICAPPED 0 SCALE NOTE: H.C. ENTRANCE I.D. SIGN 5 SIGN TO BE CENTERED 80" MIN. FOR N.T.S. AT THE INTERIOR END OF PARKING SPACE. FREE STANDING 36" MIN. FOR AREA OF SIGN TO BE A WALL MOUNTED MIN. OF 70 SQ. IN. DESIGNATE AS "VAN TO TOP OF SECURE SIGN TO PIPE W/ GALV. ACCESSIBLE" WHERE WALKING BRACKETS AND BOLTS. APPROPRIATE SURFACE VAN ACCESSIBLE 2" DIAMETER STEEL PIPE Sl GN AGE: PRIMED and PAINTED: WHITE. 1, EACH PARKING SPACE RESERVED FOR PERSONS WITH PHYSICAL DISABILITIES SHALL BE IDENTIFIED BY A REFLECTORIZED SIGN 03 PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE c) FROM EACH STALL OR SPACE, CONSISTING OF A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON DARK BLUE 0 M FIN. GRADE AS OCCURS. BACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN 70 (D SQUARE INCHES IN AREA AND, WHEN IN THE PATH OF TRAVEL, SHALL BE POSTED AT A MINIMUM HEIGHT OF 80 INCHES FROM THE BOTTOM OF THE SIGN TO THE PARKING SPACE FINISHED GRADE AND SHALL BE UNOBSCURED BY A PARKED VEHICLE. SIGNS MAY ALSO BE CENTERED ON THE WALL AT THE INTERIOR END OF THE PARKING SPACE AT A MINIMUM HEIGHT OF 36 INCHES FROM THE PARKING SPACE FINISHED GRADE, GROUND OR SIDEWALK. SPACES COMPLYING WITH CBC SECTION 1129e.4, ITEM 2 SHALL HAVE AN ADDITIONAL SIGN STATING "VAN ACCESSIBLE" MOUNTED W,2 1/2" DIAMETER GALV. PIPE SLEEVE, BELOW THE SYMBOL OF ACCESSIBILITY. CONIC. FOOTING 11_6» TACK -WELD TO PIPE AS REQUIRED. 2. THE SURFACE OF EACH PARKING SPACE FOR THE DISABLED 15 DIA. REQUIRED TO HAVE A 3 FOOT SQUARE INTERNATIONAL SYMBOL OF ACCESSIBILITY STENCILED IN BLUE PAINT. SEE DETAIL 2. 1VA1----AA,21; V/, F (n e/_ la Y, r,, r�7161-,q7�w. 11g.00l ......... .......... i DAVID HIDALGO ARCHITECTS o.......... ............... .. ....... . LLJ Z) 0 Z w Z a W W " F-_ S c) > 0 ry CL F) P= 0_4 Z �e U) < Z Z ii W W li 0 LL 25 oT_ 014 LLJ U) 0 > < ED LU < (,C) E— W L6 Uj _j T- Z < U) LLJ Op Z (D a� :D Z "q- 0 00 Z < C:) U) 006 _j0 CY) � REVISION DATE BY PLAN CHECK 9/29/04 cc PLAN CHECK CORRECTIONS 11/5/04 cc i � DRAWN BY: cc PROJECT ARCHITECT: DAVID J HIDALGO DATE: 9/24/04 ! SCALE: AS NOTED PROJECT NO. 04037,20 BRISTOL CENTER SHEET TITLE GENERAL NOTES SITE PLAN O 14r1 by 2 I sHEE.: TRAFFIC & H.C. SIGNAGE SCALEI N.T.S. 4 PARKING SPACE SIGNAGE i SCALE S P 1 1 11=301-01, A MA' TER r. .. .............. Pl,' Alf 0IN'll DOOR SCHEDULE DESCRIPTION FRAME LOCATION HARDWARE REMARKS TYPE WIDTH HEIGHT THK MAT'L GLASS HEAD JAMB THRES- HOLD MAT'L TOILET ROOM A 3'-0" 6'-8" 1 3/4" H.W. - 4/A-2 4/A-2 3/A-2 H.M. BY TIMELY LEVER LEASE SPACE "B" B 31-01, 7'-0" 1 314" METAL - STEEL L9453 LOCKSET 20 MIN, FIRE -RATED DOOR STOREFRONT C 3'-0' 3/4" ALUM. TEMP. 3/A-4 2/A-4 11A-4 ALUM PANIC HARDWARE ANOD, ALUM- FINISH TO MATCH (E) SIM SiM Sim MATCH (E) A-7 30- p?/)h/l 3'-0 o? HEAVY DUTY 2 1/2" STILE ALUMINUM DOOR W/SECURITY DEADLOCK BY U.S. ALUMINUM CORP. DOOR #400 STILE TO MATCH (E) OR EQUAL PER ARCHITECTS APPROVAL. DOOR HARDWARE: (STOREFRONT) FIURNISH AND INSTALL THE FILLOWING ITEMS ON EACH MANUALLY OPERATED NEW DOOR. 1. 1 PULL: FORMS & SURFACES HD-713. FINISH TO MATCH DOOR. 2. 1 PUSH: FORMS & SURFACES HD-704 WITH 32-1/2" CENTER TO CENT. FINISH MATCH DOOR. � kO 3. HEAD DOOR CLOSER: JAX DOOR DER FOR CONCEAL OVER AD W/FILLER (#JC 407/P-407) 4. MAXIMUM SECURITY ITP pq RE UDING DEADLOCK: 5. INDICATOR: ADAMS-RI 49 6. TRIMSTRIKE: -RI 4000 7. GUARD CYLINDER: ADAMS-RIT 4043 8. CYLINDERS: ADAMS-RITE 0-015 PE 0611 R HARDWARE CONTACT: CHUBBUCK SELES, INC. SANTA FE SPRINGS, CA 90670 TEL: 213-946-1431 bielffl malm, Wd W: W.00 I am: to] on V 4 SCALE N.T.S. SOUTHWEST (N) CONC. WALK 1-0 C:> CT (E) LANDSC. CD 51-0" 51-01# ui d (E) US z 0 I LU 0 w akin 591-51f (E) ADJACENT RETAIL SPACE (NOT A PART) (E) WALL (E) CONIC. SLAB TYP. (E) THROUGHOUT a +1 l'-O" SUSP. CLG. HT. EXPOSED CLG woo fri Til r orinr (E) ELEC. RM. 24'-8'v (E) 5'-2' (E) 800 AMP ELEC. PANEL (E) TR. ENCL. L\ (E)3068 H.M. DOOR B. N M1N. E) LANDSC. N. (E) ELEC. PANELS (E)4070 H.M. DOOR 29 \--(N) DEMISING WALL FULL HT. TO ROOF STRUCTURE TYP. N) CONGA ic" WALK (E) LANDSC. EXPOSED CLG. (E) 12"X12" COL. (TYP.) E) El (E E �10 01) 0 (E) L(E) (E) TOILET ROOM (E) CONIC. 0 OCC. LOAD FACTOR 30 INFILL SIDEWALK FOR GROUND FLOOR RETAIL 101 L USE PER CBC TABLE 10A NO. 27 (E) TOILET ROOM (E) EXIT 7--Z- (E) LANDSC. (E) ROOF OVERHANG (E) LANDSC. E) 3068 (E) LANDSC. H.M. DOOR - -- — — — — — — — — — — — — — — — — — — — — — — — — - --------- (E) CONIC. SIDEWALK X\ 29'-11 751-111 SYMBOL LEGEND: WALL LEGEND: EXIT LITHONIA EXIT SIGN (E) CMU WALL TO REMAIN - BEARING WALL #LES-Wl G-1 20/277-ELN (E) PARTITION WALL TO REMAIN - NON -BEARING (E) EXISTING NEW DEMISING WALL - %" TYPE "X" GYP. BD. OVER 3 20 GAUGE MTL. STUDS @ 16" O.C. TO UNDERSIDE OF ROOF STRUCTURE ' W/ 3Y2" SOUND BATT INSULATION TO 6" ABOVE CEILING - NON -BEARING SCALE Z 0 oliy of SayAta AS < z 0 U- REVISION DATE BY Pt AN CHECK 09/29/04 cc oo o PLAN CHECK CORRECTIONS F Z7 DRAWN CC PROJECT ARCHITECT. V}/ DAVID J HIDALGO DA!T 9/24104 ALE:' AS NOTED PROJECT ri& 04037,204 BRISTOL CENTER SHEET TITLE 0 FLOOR PLAN, STOREFRONT 9 ELEVATIONS & 8 DOOR SCHEDULE N 0 R T H SCALE 1/8"=1-01, SHEET: w A-1 FORMA] KA 2 JET i 3 YWJNQ- SHEET NOTE S: .. I /7e�� r ALL COUNTEWOPS ARS TO DIMENISION LINESAM FROM OF: r TO FACE OF it w I$. CA STAINLESS STEEL COR4ER GUARDS, SEE DETAIL w, tEINCLUDING tw r w r - ELECTRICAL, INSTALL 5/8" PLYWOOD =s •—EQUIPMENT,r GAS, UCTING, ETC. FROM 3'-b" APF, TO l'-&" AFF, ALONG WALL, IN, LIEU OF GYP. 50AFV. SEE DETAIL - A3.0-0 0. CONTRACTOR TO COORDINATE ALL HARDWARE WITH OWNER MCOWRIMMS, � r '•' 1 'r : r• f r w- a :EE WHERE TO T193E) AT CORaRS, END CAPS AND AS SHOWN ON DRAWING:6. _• SSIBLF- CORE DRILL V- DIA 14OLE 12- DEEP; SET AND GROUT SOLID. D. CONTRACTORMATERIALS,FAINT ELECTRICAL r - A- • - w TO FIXTURES AND EQUIPMENT SCHEDULED FOR -02oftY WITH ALL MATC44 ADJACENT LOCAL,. FEDERAL CODE$. VEXISTINGSTOFS9WNT TO • COMPLY r AND STATE ADA, DOOR. MVERSE SWING: AS SHOW AND BUILDINIG CODE'$RESTRICTIONS AND REQUIFREMENTS. ATTACW LOWER r w ♦ TO FULL HEIGHT F. ALL INTERIOR PARTITIONS SWALL RECEIVE TWO COATS OF THE SCHEDULED OF STUD. EXISTING DOOR TO FEMAN G. ALL HORIZONTAL GYP BOARD &MACE8I 614ALL BE PRIMED A FLAT U41TE EXISTING DEMISING WALL CONTRACTOR TO VVRIFY FIRE RATING AND FNISH. MAINTAIN INTEGRITY OF FIRE RATING AS FEWIRED. CONMACTOR WALL ALSO PWPARE WALLTO RECEIVE NEW FNISH. K ALL WOOD SLOCKNIS TO BE FIRE TREATED. LOW WALL HEIGHT TO J. - _ TO SWMT FOR SYM50LO LEGEND. EXISTING DOOR, TO BE RELOCATM, CONTRACTOR TO VERIFY THE A51LITY TO REUSE EXISTNG DOORS AND COORDINATE THEIR K OWNER REUSABILITY Vr • •.,,S NOT IN REMOVE � 1 $HALL • . w B. • tf STOREFRC0114T SYSTEM. CEILING AND C41MR COVERING MATERIAL FOR EVALUATION TO THE COUNTY OF ORANGE REGULATORY HEALTA SERVICES DEPARTMENT 14 GC, O APPLY 15LACK FILM TO WINDOWS. /i /r ii 15 w , DETAIL 16 EXISTING ELECTRIC PANELS EAC44 LEVEL WITH N 15 FEET OF TRAVEL DISTANCE FORM ALL AF$A6. 17 ELECTRICAL PANEL TO r =mow / 'aL14211.1108. GUARDS- RA 19 NEW kow*)NT To OR ALL GLASS fr - 0. SHAFT CONSTRICTION IN THIS PROJECT. PLEASE TO DETAI POST A SIGN T14AT SAYS "THIS 00.0R TO R.SMAN UNLOCKED DMING BUSINESS FJRR OUT WALL TO CONCEAL NEW ST`RIJCTURAL COLU!" 5/8" TYPE X wVENTILATION SECTIONr • w— OF OUTSIDE AIR PER OCCUPANT IS REOWRIED FOR VENTILATION. DUILitINCH AREA TA5ULATION: BUSINESS SF. V HE KITCHEN 993 Sd DINING (W/OUC FI>SD SEATS) 1,619 OF. RESTROOMS 2518F. SERVICE COUNTER M S.. WAITING; 198 SF. STORAGE 11 OF. PATIO (NOT INC. IN TOTAL) 329 $p TOTAL NET AREA 3,315 SF, GIWSS TOTAL AREA 3,452 SF. OCCUPANCY EG W SOPT. PER PERWN- _SOFT.r w I SOFT. M . n -: w TOTALa r OCCUPANCY 144 EXITS REWIRED: I -WO 2 EXITS PROVIDED. MAXIMUM/r . EMPLOYEE: ACTUAL CALCULATED • r/r . e 110 31'-11 /4" - A3.0--04 22'-9 3/4" � 3 �r WAffM I PO$ 4�- W 1 101 0 v - 102 h - 11 4 8 11 TYP. nEnsmvm 9 /— 8 11 TYP. 6� 42 112 H a►1 5 103 Z/—/ 0 Ee 1` ri 4�4 +J J y 0 I11-5" Di '-4" 10 3 " I ILM I A3.0 04 (&1-1 1/2 11 ME ri I 4 4 Wit dTM 1w ors 5887 Glenridge Dr. Suite 325 Atlanta, Georgia 30328 404.497.8800 T 404.497.8839 F innovate@wdpartners.com wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami �k!E € . 02 2z-a 1. 0 2. HLTH. COMMENTS El 3. BLDG/FIRE - 02/16/05 El 4 02/28/05 z 13 El 13 El El 0 El 13 z 0 3 l l jqq Ll 10 Al ■ Last Plotted: \\AT-DC-01\Production$\MAF\MF\MAFMF007@_CA-Santa Ana\Arch_Eng\MAFMFOm70d-A01-00.dwg aplot 2/28/2005 4:18:58 PM Last Saved: P:\MAF\MFiMAFMF0070 CA -Santa Ana\Arch Ena\MAFMF0070d A01-00.dwa wda370 212812005 41708 PM -��j -,j . r�,, �±� � � t , �5 K'M 2t; -N� --- --- --- --- --- --- --- --- - - ... ... ... ... ... ... ... ... ... .. p�. ............. �KFVI T,"'U'MTTM�t 't t.,8VK Nt; 44Z�J- �4- t 4 4t xt� t�,j i -'J"t 5NIt MAMA UEATING MIRY. Tffs PAM MAn WE HEM KEY 2 TOP TABLE 36 72 24�'x30" 30" 0 0 4 TOP BOOTH 6 24 24"X46" 30" 11-- ;cr 2 TOP TABLE (EXT.) 5 10 24"x3O" 30" El 4 TOP TABLE (EXT.) 4 16 36" ROUND 30" TOTAL 51 w J51 M" AFEA PAM WATS NOTE: ALL ITEMS TO BE INSTALLED BY THE GENERAL CONTRACTOR. IA INTERIOR DINING 42 96 PATIO DINING 9 26 TOTAL 51 w SHEET NOTES: A. ALL MOUNTING HEIGHTS SHALL COMPLY WITH ALL LOCAL AND STATE ADA, AND BUILDING CODE'S RESTRICTIONS AND REQUIREMENTS. 5. REFER TO NTERIOR ELEVATIONS FOR RESTROOM FIXTURES / EQUIPMENT. C. C-vr- TO COORDINATE DELIVERY OF OWNER SUPPLIED MATERIALS WITH SUPPLIER: v. REFS Ali2 AFOR IPMENTA5,C ULI.E. tw E. CHEMICAL EXTHQUISWINa SYSTEM SHALL BE INSTALLED PER N.FPA STANPRO S6 AND IIA TO PROTECT COOKING EQUIPMENT AND EXHAUST SYSTEMS. (SEE HOOD DRAWINGS) F. ALL LINDERGROUND Fin LINES AND OVERHEAD SPRINKLERS (IF USED) SHALL BE HYDROSTATICALLY TESTED FOR TWO HOURS AT 200 PSI. ALL UNPER31ROUND Fin LINES SHALL BE FLUSHED CLEAN. ALL TESTS AND FLUSHING TO ME WITNESSED BY A Fin DEPARTMENT REFORESENTATIVE. G. "EXIT" SIGNS SHALL BE IN BLOCK LETTERS. MIN" OF SIX (6) INCHES HIGH WITH A STROKE OF NOT LESS THAN INCH. LUMINANCE ON FACE OF SIGN SHALL BE 50 LUX 4 SIGNS SHALL BE ELECTRICALLY ILLUMINATED AND ENERSIZED H. "EXIT' SIC > co FROM SEPARATE CORWITS. M, ELECTRICAL, PLANS. ONE CIRCUIT SHALL BE PART OF THE F-MEWsENCY LIGHTING SYSTEM. ----------- 1, ALL DIECEORATIvE MATERIAL SHALL BE FLAME RETARDANT. CERTIFICATION THEREOF SHALL BE PROVIDED. EXITS, EXITI LIGHTSM FIRE ALARM STATIONS. HOSE CABINETS AND EXTINGUISHER LOCATIONS SHALL NOT BE CONCEALED BY DECORATIVE MATERIAL. KEYED NOTES: 1 ART WOIRK DY OWNER 2 HIGH CHAIR 1-7 MENU BOARD, MOUNT TOP OF MENU BOARD AT 101-011 AFF. • C4 A2.1-02 MR4 - � > 31110N A2.1 04 C /2\ 0, +��..,,,,,ri !, � �► yin..,!'► .•` � � �h. . .� � � ice■ � �»-.IiR��®r•��i•I•�In. I Er. ■.■ ■�Ili�■ ■....®... MR MEMO! o"dm 01 EMMONS �:. MEN MENOMONEE 10 01 DOMINION= Te e 1 E MBIII MB III B 1 h" t A j 7A F1A L MA AM 9 lit 8 — I 010=0 E 1 JA f LA FA 2 TM partners 5887 Glenri ge Dr. Suite 325 Atlanta, Georgia 30328 404.497-8800 T 404.497.8839 F innovate@wdpartners.com wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Iffil El 2 HLTIH. COMMENTS Ej 3 BLDG. COMM. 02116105 Ea 13 E3 E9 Fq Ea Iffil z E3 < E3 tL IN= z 3 Uj 2 am .. .. ............. ........... ..... :: Y i "Y,f. :......,.£ C" "3 ..; tl5 t '€ u,. £ : :: t t C -,::,.. ..:........::. .....:.....:... .. ....:...:. . ......:..„v::. .:..,:..,:,, ..,..,..:..., ,........,..:. . . k' ::...,, ':.,:€..,. l'' .,..;.,..., ., :. , . ,., , ,r.£i",'rr , , ,..,,'„r;„ . C '., a , ". ; . n€ ..,,� ,, ,,,,,,,,,, , ,£ ", .'.,,+ ,,,....,fi»f ; , . . . , . ',.'. ;'. £„v ., £ .,. C€ i C C. t4,.;:.. .:, ..;, rrfi., " t C,.,.. .,: ,:' .. , i.,£", C t #.. ..:tv,u€ '..£s..,G.. ..€ .' = :.,,». ;,,..,,, .,€.,.,. ',.....,: ,..,a :. ..,,£t..",. £ ..:»,.'..: ....,:,,., ...,;L,,.,. ,:,,tt,..N : ...... ..... . .... + x r ,. , E „ r=',..':, .... , ...i . ,.. :,. .,9 ,.,ER..E. R q ...... € aer.Y..,,,. £ . £..,,, ,....,; ,..»:;.. 'a, E "...fi,.::.,. ,.. ....: .' :-.,,:.. ,,,,.., ttr ,.€.c,..€ . wr .;Y .a„a;. n €,,,..a.,..,z-,Th,.,xa,.,-r; .:. .. t ., ..,.... _,.:,, ..,, .,..x x .,. .. .,., ,..,,,_,,,,, . ...... ....... .... ..... ...::..a. „ ,.£.:. .$^ ..:, <,a ems.. x..x ,c. a,...xp+, ...., a..,,.::. ..,..,,.:. .:. ,..:,..,., ... ,,.....- ,. ,.... ,-t.., a ,Y ,s,:. .a.. s a, __._._..,. N. , ......:_. t ........ .......... ...... ......_.... x ....... . _,.........._.. ...........__ r .._.._. . _ ._....._., . » .._.__........ ...._ . r._,_.e_ . ..... ._ ........_. .._ r .r_.. ....., .._. ,., ._.... . ...... x .....,.,. , r x ,.......x.. ... .. ...... , s.,.:,... .,�.:.,, r.. ,.,:, .,. r.. ,-: , .,. ,.,.: ., .. :.: ..., 2.:... ..,.». .... .:., „ , : -'Ti..,., .,; :, ..+ .,,,, 49.., ,,.,;. ,,,,,:.::. .r, ..:.. r. ., ,.:... ,. . xn x..,n _ nrvx.. .. ,... F .__._. , ... ... _ ...,,.. SHEET NOTES: A. ALL MOUSITINGs HEICsHT3 $HALL COMPLY WITH ALL LOCAL AND STATE ADA, AND BUllsDM CODA'S RESTRICTIONS ANU REQJIREMENT3. B. REFER TO INTERIOR ELEVATIONS FOR RESTROOM FIXTURES / EQUIPMENT`. EQUIPMENT SCHEDULE NO. BY DESCRIPTION WT. tin Ibs.) �--�---�� ►.._�"_..•� V5VI TAKE-OUT BENCH, VENDOR TO VERIFY DIMENSIONS VARIES VSCI SERVICE COUNTER (PER PLAN) VARIES 2A VSVI PO5 10 26 VSCI UNDERCOUNTER CUP DISPENSER 2 2C VSCI 43.5"444" DROP -IN BEER WELL 10 2D VSCI CREDIT CARD MACHINE 2 3 M 3A SPA NU R 3 CSCI WINE RACK VARIES 4 C5 210 5 VS S GLASS DOOR REACH IN REFIGERATOR 310 VSVI IS'"x48" WORK TOP TABLE 120 6A - SPARE NUMBER VSCI WOK STATION (2 SECTIONS) VARIES f-—^� VSCI �ENt WOOD WITH ANSUL SYSTEM -REF OW51=OR GTH 5 86 VSVI FRYER 50 10 CSCI WATER HEATER - REF DWG$ FOR SIZE / GALLONS 950 11 VSVI 18"x3o" STAINLESS STEEL WORK TABLE 35 CE VSVI RICE COOKER 35 SPARE NUMBER 11C - SPARE NUMBER 12 VSVI UNDERCOUNTER CASH DRAWER VARIES 13 VSCI ICE CURER 400 1 - SPARE NUMBER 15 - SPARE NUMBER 16 VSVI 30"x36" 5/6 TABLE WITH CUT-OUT FOR FULL SIZE PAN 25 16A - SPARE NUMBER 16B - SPARE NUMBER NO. BY DESCRIPTION WT. ( in lbs.) 17 VSVI 12" REFRIDGERATED WORK TABLE 545 CID VSVI CUSTOM 5.5, WORK TABLE 80 19 - SPARE NUMBER E - SPARE NUMBER 21 JC5CI EMPLOYEE LOCKER 150+1- C]ED VSVI RICE WARMER 21 CE) VSCI DIPPER WELL 2 24 . - SPARE NUMBER 25 VSVI 30"x3b " STAINLESS STEEL WORK. TABLE 35+/- 25A VSVI 10" ROUND? COUNTERTOP SOUP WARMER 12 25D VSVI 22 V COUNTERTOP SOUP WARMER 30 2fi VSCI HAND SINK 12 27 VSCI BEVERAGE COUNTER (%"x34") VERIFY SIZE VARIES 27A VSVI SODA/ICE DISPENSER (5Y VENDOR) VARIES 27g VSVI ICE TEA 5REWER01$PEN$ER (BY VENDOR 85 +/- z7C VSVI ICE TEA DISPENSER (3) 270 27E VSVI NOT WATER DISPENSER BY VENDOR 5@+1- VSCI WALL MOUNTED CONDIMENT RACK 15+/- 28 VSVI 24"x48" WIRE SHELF 12 29 30 VSVI 2411x12" WIRE SHELF 18 VSCI 24"x30" WIRE SHELF 14 31 32 VSVI LOW TEMP HOT WATER d CHEM DISH WASH MACHINE 352 VSVI 24"x-12" STAINLESS STEEL $CRAP TABLE WITH SINK 115 32A VSVI PRE -RINSE FAUCET 12 33 VSCI EXHAUST HOOD FOR DISH MACHINE (ABOVE) 134 34 CSCI MOP SINK, (BY GCJ n/a NO. BY DESCRIPTION WT. (in lbs.) C_3D VSCI 4 COMPARTMENT POT SINK W/DUAL DRAIN BOARDS 310 35A VSCI PRE -RINSE FAUCET 12 35B VSCI 12" FAUCET FOR 3 OR 4 COMPARTMENT SINK 12 35C VSCI 18"x54" OVER SHELF 22 36 VSCI 3OX 60 STAINLESS STEEL WORK TABLE 101 7j VSVI 3OX 46 STAINLESS STEEL WORK TABLE 89 3s V5CI 2 COMPARTMENT PREP SINK 15s2) 38A VSCI 12" GOOSE NECK FAUCET 12 39 V5C1 18""x&O" OVER SHELF 45+f- VSCI 18"x48" OVER SHELF 35+f - 41 - SPARE NUMBER 42 VSCI WALK-IN COOLER/FREEZER WITH LIGHT VERIFY SIZE varies 42R VSVI MOBILE PAN RACK 35 �26 VSVI 18"X3�o "" OR 18"X6011 OR 18"X12" WIRE 514ELF 35+/- 43 - SPARE NUMBER SPARE NUMBER 45 VSVI BULK CO2 TANK/FILL BOX varies CID VSVI BAG IN BOX SODA SYSTEM 4 RACK, ONE (1) REQ'D. (BY PURVEYOR). 48 VSVI= VENDOR SUPPLIED VENDOR INSTALLED VSCI= VENDOR SUPPLIED CONTRACTOR INSTALLED V501= VENDOR SUPPLIED OWNER INSTALLED OSCI= OWNER SUPPLIED CONTRACTOR INSTALLED CSCI = CONTRACTOR SUPPLIED CONTRACTOR INSTALLED REFER TO EQUIPMENT SPECIFICATION MANUAL FOR MANUFACTURER AND DESCRIPTIONS. C. W TO COORDINATE DELIVERY OF O"R SUPPLIED MATERIALS WITW SUPPLIER. D. REFER TO SHEET A1.1 FOR EQUII=MT PLAN. I MAKE MODEL 13 ME 13MMii001.115LE 500TI4 SEAT, MAKE TRIM IMMEM! 0130EN MOMME MOMME IMMEM! E13MEN MUMME 013MMEENE —R TO EWIPMENT SCHEOULE FOR ALL KITCHEN SINKS MENEM 0 IMMEM! MENEM oi�ii13MENE IMEMIN 414 "M 5887 Glenridge Dr. Suite 325 Atlanta, Georgia 30328 404.497.8800 T 404.497.8839 F innovate@wdpartners.com wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami .or i r• 2/16105 im Ell 2 HLTH. COMMENTS 3 BLDG. COMM. 02116/05 El El Mn El 113 Uj Mr Uk AAklk w Y. ... ... .. .... . .. .. .. .. .. .. , , r.,,, ,,, , S, , .:. , .. r , ,.., .,r . . . k , ...x. , ,..,..,.E:: ,, ,., , ,.; , ,E ,,, ..; .. ......::. . . . ; �, . , r , ,,. .£.:5, €, .. t. C. .» . ,C%.. S. L£ ..,.:..0 . ., .0 ,. S, C. . , ,a . E k ,� ..,a.£ £ , ,. C fi .,.,. :.. ,, , . ,. .. .,.».. .. ...::.. P......., .. .,.,-.._�. r. ,C ,. 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C..... � _..... __.....,._..v....e..x... z ... _...__....__._ ...... .. , r , . , . . , . t . , .. . . .. . , _....t..,. ,,..,x�, r..,.,8.........x.,.x. x...�... ...,_....:.:.....__ .,,. ,.x...,.Brea...,.,..,.x.x,...,...t.,..,.,<x. ,.....,..x_...t.x...,, ,..:.x. a...re._....... ,.._.... ............�...,�.t...x...._x ....... _ ... . . ,.......,.a,...z..............rr.,,,...,..<_...,,....a,....,._.r,,.n...,....r_a..cw........:..,.:a„a.£a....,,_._.a.x.�:o-,.._..,a.......a_ ... 3 n�.'a.::..aa .c... Last Plotted:\\AT—DC-01\Productiont\MAF`MF\MAFMF@070 CA—Smto Ana\Arch_Eng\MAFMF6078d_A01-02d" oplot 2/16/2005 4:37:24 PSI Last Saved: PAMAF\MF\MAFMF0070 CA —Santa Ana\Arch Ena1MAFMF0070d 01-02dwo wda739 2/16/2805 210:49 PM 0 A. FLOOR TRANSITIONS SHALL OCCUR AT THE CENTERLINE OF THRESHOLD 1:5. CENTER TILES IN ROOM U.N.O. C. FLOOR FINISHES ON BOTH SIDES OF A DOOR SHALL BE LEVEL FOR A DISTANCE OF V-0" D. ALL TILE TO BE IN MINIMUM 6" WIVE PIECES UER.E CUTTING IS REQUIRED. V TRANSITION FLOOR FINISH AT DOOR i=ER ADA REQUIREMENTS (SLOPE NOT TO EXCEED h12) CERAMIC TOOL CC TRANZ 12 SRONZE 112"H x 1-314'W TPA Fh 8W-236-5234 (6v'ECM TO FL" LM S-11ELC ANC, CONCRETE 3L4l FLOOR FINISH KEY Q T-1 QUARRY TILE - BUCKSKIN (ox&, COVE BASE tax6. BOSTIC HYDROMENT r SAND BEIGE SANDED GROUT ZUMPANO ENTERPRISES, BILL BEISEL (110) 449-352SA30 PCLT-1 CERTIFIED FINI$WE8 PORCELAIN. SIERRA NEVADA, ISXI8 PORCELAIN TILE IN DRAMATIC RANGE, GROUT TO MATCH TILE AS APPROVED BY OUJNER. CONTACT RALPH SHIELDS AT CERTIFIED FINISHES, (404) 355-2151. CF-1 SEALED CONCRETE FLOOR FINISH PLAN Q 1 4 8 12 is SCALE: 1 /4„=V-0" 111II I I I 5887 Glenridge Dr. Suite 325 Atlanta, Georgia 30328 404.497.8800 T 404.497.8839 F innovate@wdpartnets.com wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami a -r • i • �i n W-0 ae pq 2f 16/05 Ef 3 BLDG. 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TO VERIFY EXISTING STRUCTURE AND REVIEW CEILING HEIGHTS WITH OWNER I irrkll : VA 4 Q I ilk f I x ART WORK AND WALL WASH LIGWTHG TO BE MOUNTED 30" FROM Vj TA1 T UNA, ART WOW BY OMER SEATING AND TABLE LIGHTING TO BE MOUNTED cENTERF_r-> ON TARGET UND. HATCHING INDICATES AREA OF STAINLESS STEEL CEILING FINISH 041C,14 MUST EXTEND BEYOND 14000 16'� G) H000 Q ELECTRICAL TRANSFORMER Q CURVILINEAR LIGHTING TO BE FORMED USING TWO 2'-0" RADIUS CURVES PER SECTION, CONTACT ATLANTIC LIGHTING REPRESENTATIVE, R05 EDWARDS, W0-663-3521 FOR FORMING AND INSTALLATION INSTRUCTIONS. 5887 Glenridge Dr. Suite 325 Atlanta, Georgia 30328 404.497.8800 T 404,497.8839 F innovate@wdpartners.com wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami • • 2/16105 EM 3 BLDG. COMM. 02116/05 El El z El Q E3 =j E3 am E3 0 E3 13 z El �j Ell ED w (0) Lost Plotted: \\AT—DC—@I\Producton$\MAF\MF\MAFMF@070—CA—Smto Ano\Archlng\MAFMFI070d—A@1-04.dwg aplot 2/16/2005 4:37.50 IM lost Saved: R\MAF\MF\MAFMFH7@ CA —Santa AnAkch Fno\MAFMFN76d All—k.dwa wda739 2/16/2015 216:19 PM ,. ff�! u Fq"� I , 1. � � --. I - - '-p q, M P 3 p Mz' -R-MBEr �. , `5` N't , w P!RTNIR -�A '.4 ig r- - p a g � F � � N � �'j p;'.'m p �� NIA � - � p q n� N no '.p pN p p, 9 xll !EK 'A o gq N _4 r:3 5887 Glenridge Dr. Suite 325 Atlanta, Georgia 30328 404.497.8800 T 404.497.8839 IF innovate@wdpartners.com wdpartners.corn Atlanta Boston Chicago Columbus Dallas Los Angeles Miami 2/16/05 "W Lost Plotted: \\AT-DC-01\ProducUont,\Xim'AF\MF\MAFMF*70-CA-Sonto Ano\kch-bq\MAFMFW70d-AO1-05.dwq oplot 2/16/2105 U8.03 PM - � — - ------------ ------ FINISH AT BANQUETTE SIDE OF LOW WALL TO EXTEND ONLY 6" BELOW TOP OF WALL. PT-4 PT-2 br B-1 B-1 1 TYP. WALL FINISHES AZO�0 SCALE: 0 3 INTERIOR ELEVATION AZOia=04 SCALE: 1/4"=V-0" T.O. SLAB INTERIOR ELEVATIONB-1 AZO�02 SCALE: 1r 4"-1 r--0" r�■I��Ir�IIR/II� 9 INTERIOR ELEVATION AZO�00` a U} I!/ �i1 t ! i J 0 tf 0 T.O. SLABIJ N► SHEET NOTES. A. ALL MOUNTING HEIGHTS SHALL COMPLY WITH ALL LOCAL AND STATE ADA, AND BUILDING CODE'S RESTRICTIONS AND REQUIREMENTS. B. ALL UNUSED PAINT SHALL BE CLEARLY LABELED AND ADEQUATELY PACKAGED FOR STORAGE. CONTRACTOR SHALL DELIVER ALL UNUSED PAINT AND FINISH MATERIAL TO 01NER C. REFER TO SCHEDULES FOR ADDITIONAL INFORMATION ON WALL AND 0—ALL FRP SHALL BE °STALLED WITH STAARD TRIM PiMiV fC <; E. CONTRACTOR TO VERIFY ALL EXISTING CEILING HTS AND COORDINATE CEILNGS WITH ARCHITECT PRIOR TO COMMENCMENT OF CONSTRUCTION. iN ,CENTER UNDER HOOD ARTWORK, BY OTHERS MENU BOARD, BY OTHERS WINE MENU BOARD, BY OTHERS MINE -IN SIGN, BY OTHERS CENTER OVER CASH REGISTER TAKE-OUT SIGN, BY OTHERS, CENTER OVER CASH REGISTER WALL FINISH KEY PT-1 AMERICAN TRADITION, COLOR: CLAY CANYON (YELLOW). TWO BASE COATS, TWO FINISH COATS- YELLOW GLAZE. SEE NOTE 1 PT-2 BEHR S-G-110, COLON LICORICE STICK (RED). TWO BASE COATS, TWO FINISH COATS -REP GLAZE. SEE NOTE I PT-3 RALPH LAUREN GH32, COLOR: SUMMER PHLOX (PURPLE), TWO BASE COATS, TWO FINISH COATS -PURPLE GLAZE. SEE NOTE I PT-4 BEHR 110E-1, COLOR: BELUGA (BLACK). (2) BASE COATS, (2) FINISH COATS -GLOSSY. PT-5 BEHR 110E-1, COLOR: BELUGA (BLACK). (2) BASE COATS, (2) FINISH COATS -DRY FOG, PT-6 GLIDDEN 12YY 41/143, COLOR HOT PEPPER TWO BASE COATS, TWO FINISH COATS. PT-7AMERICAN TRADITION, COLOR: CLAY CANYON, TWO BASE COATS, TILE'S FINISH COATS-STRIE FINISH. PT-8 BEHR 11OF-1, COLOR: BELUGA (BLACK). (2) BASE COATS, (1) FINISH COAT -MATTE FINISH SS-1 STAINLESS STEEL - 20 GA. FRP-1 MARLITE. ALMOND P-1 YELLOW: I GALLON OF FAUX CREAM COLOR.-16 OZ OF FAUX COLOR ORANGE.-S OZ OF FAUX COLOR GOLDEN YELLOW. SEE NOTE 2 PG-2 PURPLE. 1 GALLON OF FAUX CREAM COLOR.-16 OZ OF FAUX COLOR VIOLET.-2 OZ FAUX COLOR EGGPLANT.-I/4 OZ OF FAUX COLOR BLACK. SEE NOTE 2 PG-3 RED; I GALLON OF FAUX CREAM COLOR-16 OZ OF RED ROUGE FAUX CREAM COLOR.-4 OZ OF FAUX COLOR BLACK,. SEE NOTE 2 NOTES.. 1. FINISHING SCHOOL - CAROL.INE WOLDENBE1�s 611-2$34501. CALL TO LOCATE LOCAL "FAUX EFFECTS" PAINTER FOR THIS LOCATION 2. PAINT GLAZE PRODUCTS TO BE PURCHASED FROM A "FAUX EFFECTS" SUPPLIER / PAINTER. APPLY GLAZE WITH A LOOSE CROSS HATCH DIAGONAL PATTERN (LIKE THE LETTER "X") USING A 3" CHIP BRUSH SOLID SURFACE ANC PLASTIC LAMINATE"" PL-1 NEVAMAR $4-53T, JETT BLACK PL-2 FORMICA SOLID SURFACING, 5,01 BLACK LAVA ML-1 METAL LAMINATE - TBD EASE FINISH KEY B-1 6" RUBBER BASEt Rvppe- Black B-2 6" SHEET METAL BASE, 20 GA. B-3 6" SIERRA NEVADA COVE BASE - STYLE 536C9T See A4.0-6 B— 4 6" QUARRY BASE, BUCKSKIN 1 to 5887 Glenridge Dr. Suite 325 Atlanta, Georgia 30328 404.497.8800 T 404.497.8839 F innovate@wdpartners.com wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami III • • i r �1 • rr r • ..................._............v....„.„c......._u..........._..........._....,......................_............................._........v.. . , ....:»»,.............,._..._....._.�........_......v..............-,.....,......... ..»_..n.......C....,...........s:...._................z............. .........i.....—.».......... d........___� ._.................�5 ....;...« 4....,...: .... -,,... ... .... .: .... .Y ., .S . ........_.....i ...,._. ... .....,..._...._...9-V.......,._...+...�i...e._..�'......x.....,.-'.........,.............._... ... .... .... ..3 �.,...._..._......G-....�..... . ...,._,...._........,.._...,.....,........,...............,,.b...x.�.0.« ..._..... , . , .........C._...e.'..,......�.. ... .....5 ._. ».... .u. ..... ..�,.. .... ....,..., .._...M . ...»,.........»....«41....... .u�...-.t...._.....i�....._........._._...� ... .. ..w ....., . ............_........, ._.... .......... .. .. ...... e....._.,..........v ,.. .. .. .. , ........ ..-.... ... .. ... ........ ....... ... .. .....,.� »............_..._... _.. ..0. Last Plotted\\AT-DC-01\Production$\MAF\MFIMiNF0070 CA -Santa Ma\kch_fng\IAFMF0610d_A02-0f dwg oplot 2/21/2005 3:47:25 PM tact CnvwF PAUArWAUArUFAVA t A—Cmtn AnAArA NAUAFUF010174A AA?—MAwn wAn'A7A 7/?1/lffir, 11-RI•AR AU a ESM• A; ® MENS TOILET 2SCALE: 1/4 -1 -0 � E 0 0 0 1� * 1 SCALE:WOMENS TOILET 2wl�05 PGLT-1 $ 4 f �ff MENS TOILET A20's1_02 SCALE: 1 4 =1 —0" WOMENS TOILET A2.1-06 SCALE: 0 MOUNTING HEIGHTS MENS TOILET AZ1�03 SCALE: 0 MENS TOILET A21�04 SCALE: 0 WOMENS TOILET A2A�07 SCALE: 1/ 4"=V-0" 11" MIN. (0 3'-01" 31411 1 --vy <v E A I 1 18" 31_0" CLEARANG MAX, f3"" MIN. H.C. L494AL WATER H.C. 'WATER CLOSET VANITY TOE CLEARANCE 6" MAX. DEPTH PAPER TOWEL CLOSET D[SPENSER 0 1 • • All r� w SHEET NOTES: A. ALL MOUNTING HEIGHTS SHALL COMPLY WITH ALL LOCAL AND STATE ADA, AND BUILDING CODE'S RESTRICTIONS AND REQUIREMENT$. 13, ALL UNUSED PAINT SHALL BE CLEARLY LABELED AND ADEQUATELY PACKAGED FOR STORAGE. CONTRACTOR SHALL DELIVER ALL UNUSED PAINT AND FINISH MATERIAL TO OWNER C. REFER TO SCHEDULES FOR ADDITIONAL INFORMATION ON WALL AND DOOR FINISHES D, ALL FRP $HALL BE INSTALLED WITH STANDARD TRIM PIECES. 1 MIRROR 2 SOAP DISPENSER WITH DRIP PAN 3 TOWEL DISPENSER AND WASTE CAN COMBINATION UNIT 4 GRAS BAR 5 SURFACE MOUNTED MULTI -ROLL TOILET TISSUE DISPENSER 6 KOALA CORP. BABY CHANGING STATION, BY OTHERS I lk WALL FINISH KEY FT-1 AMERICAN TRADITION, COLOR, CLAY CANYON (YELLOW). TWO BASE COATS, TWO FINISH COATS- YELLOW GLAZE, SEE NOTE I PT-2 BEHR 6-G-110, COLOR: LICORICE STICK (RED), TWO BASE COATS, TWO FINISH COATS -RED GLAZE. SEE NOTE i PT-3 RALPH LAUREN GH32, COLOR: SUMMER PHLOX (PURPLE) TWO BASE COATS, TWO FINISH COATS -PURPLE GLAZE. SEE NOTE I PT-4 BEHR 110E-1, COLOR BELUGA lBL,4CKJ l2) BASE COAt6, (2) FINISH COATS -GLOSSY. PT-5 BEHR 11OF-1, COLOR BELUGA (BLACK% (2) BASE COAT$, (2) FINISH COATS -DRY FOG. PT-6 GLIDDEN 12YY 41/143, COLOR: HOT PEPPM TWO 15AM COATS, TWO FINISH COAT$, PT-7 AMERICAN TRADITION, COLOR: CLAY CANYON, TWO BASE COATS, TWO FINISH COATS-STRIE FINISH. PT-8 BEHR 110F,1, COLOR: BELUGA (BLACK). (2) SASE COATS, (1) FINISH COAT -MATTE FINISH SS-1 S1IEEL - ----- �S1` t t" 6 rc ai 6dt ' MARL) iE: ALMOND PG-1 LOW: I GALLON OF FAUX CREAM COLOR.-16 OZ OF FAUX COLOR ORANGE.-8 OZ OF FAUX COLOR GOLDEN YELLOW. SEE NOTE 2 pC_2 PURPLE: 1 GALLON OF FAUX CREAM COLOR-16 OZ OF FAUX COLOR VIOLET.-2 OZ FAUX COLOR EGGPLANT.-1/4 OZ OF FAUX COLOR BLACK SEE NOTE 2 PG-3 RED: I GALLON OF FAUX CREAM COLOR-16 OZ OF RED ROUGE FAUX CREAM COLOR.-4 OZ OF FAUX COLOR BLACK SEE NOTE 2 NOTES: t 1. FIN16WING SCHOOL - CAROLINE WOLDENBERG 811-2634501. CALL TO LOCATE LOCAL '"FAUX EFFECTS" PAINTER FOR THIS LOCATION. 2, F'A#T�E PRCt�T&= Q BE PUJ.T? FROM 'FAtaX EFFECTS" SUPPLIER / PAINTED API ..GLAZE WI' tXI A LOOSE Cl $ F ift' G fAL PATTERN (LIKE if °'' THE LETTER ''"1 USING A 311 C Ip BRUSH BASE FINISH KEY B-1 61" RUBBER BA$Et Ropp6- Black, g — 2 611 SHEET METAL BASE, 20 GA. B-3 6" SIERRA NEVADA COVE BASE - STYLE 536C9t See A4.0-6 B-4 6" QUARRY BASE, BUCKSKIN A — .Al. L ILI 'All 5887 Glenridge Dr. Suite 325 Atlanta, Georgia 30328 404A97.8800 T 404.497.8839 F innovate@wdpartners.com wdpartners.com Atlanta Boston Chicago Columbus Gallas Loss Angeles Miami �1 1 i • -� • i i it • ii 2/16/05 HLTH. COMMENTS BLDG. COMM. 02116/05 PROTOTYPE �i PROJECT NUMBER A2ml ri 40 ILI 6 01, i P ' e. E Last Plotted:\,\AT-DC-@t\Production$\11AF\MF\MAFMFI1010_CA-Santa Ana\Arch_Eng\MAFMF@07@d.AA2-01.dwg gslot 2/16/2*5 4:38:29 PM Last Saved: PA MAF\MF1MAFMFA070 CA -Santa Ana\krh Fna\MAFMF*70d A.02-A1.dwe wda370 2l1V12095 3:31:41 PI~ -REFER TO ELEVATIONS FOR FINISH INFORMATION. -WOOD STUDS MAY 15E USED IN PLACE OF METAL STUDS. PLAN DIMENSIONS ARE BASED ON METAL STUDS. 20 GA. METAL STU AT 16"OL., SEE PL FOR DIMENSIONS DMId 14 GA CONTINUOUS METAL TRACK RUNNER ONE LAYER 518" GYP BOARD -REFER TO ELEVATIONS FOR FINISH INFORMATION. -WOOD STUDS MAY BE USED IN PLACE OF METAL An BASED ON METAL STUDS. rip AL 20 GA METAL. STUDS AT IVO.C, SEE PLAN FOR DIMENSIONS SEALANT 5/8" CEMENTITIOUS 5OAf;V TO I'-&" CONCRETE CURB -REFER TO ELEVATIONS FOR FINISH INFORMATION. -WOOD STUDS MAY BE USED IN PLACE OF METAL STUDS. PLAN DIMENSIONS ARE BASTED ON METAL STUDS. -EXTEND WALL FINISHES TO DECK WHEN CEILING IS 'OPEN TO STRUCTURE' -REFER TO ELEVATIONS FOR FINISH 1WORIIATION. -WOOD STUDS MAY BE USED IN PLACE OF METAL STUDS, EXCEPT A3�D- PLAN DIMENSIONS ARE: BASED ON METAL STUDS. -EXTEND WALL FINISHES TO DECK WHEN CEILING [$'OPEN TO STRUCTURE' •limit 00111 /ik 1 1 FAr, T.O. SLAB--- CONT. ME :TAL STUD Rl",ER, ANCHOR TO SLAB WITH A3.1-14 POWER DRIVEN FASTENERS AT 24" O.G. SLIP 0"ECTION AT 4811 O.C., TYPICAL CONTINUOUS METAL TRACK RUNNER Mw PROVIDE CONTINUOUS CAULK BETWEEN CEILING AND WALLS, TYPICAL FIRE6TOP AT CEILING LINE, TYPICAL FINISH AS SPECIFIED SOUND BATT INSULATION BLOCKING At MIDPOINT Or - ALL WALLS, TYPICAL 20 GA METAL STUDS AT 16" O.C. EXTEND TO STRUCTURE ABOVE, SEE PLAN FOR SIZE Uf If/ FAINI CONT. METAL wluk MV T. 0.- SLAB- ANCHOR TO SLAB POWER DRIVEN FA AT 2411 OjC. A3.0-07,/ -REFER TO ELEVATIONS FOR FINISH INFORMATION. -WOOD STUDS MAY BE USED IN PLACE OF METAL STUDS. PLAN DIMENSIONS ARE BASED ON METAL STUDS. -EXTEND WALL FINISHES TO DECK WHEN CEILING 16 'OPEN TO STRUCTURE' %RM uflQ N ALL DECK TO WALL JOINTS TO RECEIVE FIRE CAULKING CONTINUOUS METAL > TRACK RUNNERAhB.O. CEILING IVSEE CEII G PLAN GREEN 50AFRO TO 6" ABOVE BLOCKING AT MIDPOINT OF FINISHED CEILING ALL WALLS, TYPICAL CONCRETE CURB AT SIM, 20 GA METAL STUDS AT IV' REFER TO A1_.0-07 O.C. EXTEND TO STRUCTURE A3.0- - ONE LAYER ABOVE, SEE PLAN FOR SIZE 501 GYP, BOARD TO 6" ABOVE FINISHED CEILING Je— CONT METAL STUD RUNNER N ANCHOR TO $LAS WITH I POWER DRIVEN FASTENERS V T. 0.- SLAB / aAT 24" O.C. A3.1-14,/ Sim. AL 1L__ AL-11k. all NOT' - LOADS MAY NOT BE INCREASED FOR SHORT-TERM LOADING. - TRUSS OR RAFTER MUST BE BEARING ON TOP PLATE TO ACHIEVE THE ALLOWABLE LOADS UNDER "WITHOUT GAP." - INSTALLED WITH MAXIMUM 1/411 SPACE BETWEEN RAFTER OR TRUSS AND TOP PLATE UNDER "WITH 1/4 GAP," WHERE LOADS ARE NOT REQUIRED, SPACE IS NOT LIMITED TO 1/4" - ALLOW 1/16" GAP BETWEEN NAILWEAD AND TRUSS CLIP TO HELP PREVENT SQUEAKING xF ------ BRACING AS 30q DTC CLIP MEARING WALL DOUBLED, 20 GA ---METAL STUDS AT 16-0.C, SEE PLAN FOR DIMENSIONS 7., ---------- 010 TEK SCREWS 24" O.C. HORIZONTAL 3/4" FIRE TREATED PLYUJ000 POSITIONED ON INSIDE OF I STUD FLANGE * 31-to" TO 1 -6 AFF. 52/a" GYP. 50. TAPED AND 5ED01=0 PER SPECIFICATIONS AND WALL TYPE GYP 50, SCREWS OFFSET FROM TIEK SCREWS. •A An • 10 L FA L 016fe o' D rX2_ -REFER TO ELEVATIONS FOR, FINISH INFORMATION. -WOOD STUDS MAY BE USED IN PLACE OF METAL STUDS, PLAN DIMENSIONS ARE BASED ON -METAL STUDS. -EXTEND WALL FINISHES TO DECK WHEN CEILING [$OPEN TO STRUCTURE' A3.0-08 SIR ALL DECK TO WALL JOINTS TO RECEIVE FIRE CAULKING CONTINUC)US, METAL B - 0.- CEILING TRACK RUNNER V SEE CEILING PLAN PROVIDE CONTINUOUS CAULK BETWEEN CEILING AND WALLS, TYPICAL FIRESTOP AT CEILING LINE, TYPICAL ri-P-50TH FINISH AS SPECIFIED, SIDES W A3.1-14 SIM, BLOCKING AT MIDPOINT OF ALL WALLS, TYPICAL 20 GA METAL STUDS At 16" O.C. EXTEND TO STRICTURE ABOVE, SEE PLAN " SIZE ONE LAYER 5/8" GREEN BOARD TO 61' ABOVE FINISHED CEILING, BOTH SIDES ONE LAYER 5/8" GREEN BOARD BETWEEN STUD WALLS TO BOTTOM OF DECK CONT. METAL STUD RINER, ANCHOR TO SLAB WITH POWER DRIVEN FASTENERS AT 24" O.C. AT4- ,vartners 5887 Glenfidge Dr. Suite 325 Atlanta, Georgia 30328 404.497.8800 T 404.497.8839 F innovate@wdpartners.com wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami 2116/05 3 BLDG. COMM. 02116105 EM EM U) 19 • CUFR_ 1��g'Alp! OWN w1p h� Lost Plotted. \\AT-DC-01\Productont\MAF\MF\MAFMF*70-CA-Santo Ana\Arch_Enq\MAFMF078dA3-00.dwq q)lot 2/16/2*5 4:38-42 PM Lost Saved. P:\MAF\MF\MAFMF0070 CA -Santa Ana\Arch Ena\MAFMF0071d A03-10.dwa wda370 2/16/2085 3.31:35 PM Z4 Ix4 OAK CHAIR RAIL, BLACK ANILINE STAIN, ONE COAT PROCESS ♦=2 1q1*.fw_1 k OK ` ROOF DECKLINE - CONT. CLEAR SILICONE SEALANT 1 1/2" x 1 1/2" (STAINLESS STEEL CORNER GKUAR0- 1/2" GYP, Sp. NE OF SASE FLOW (u5-v ISOMETRIC VIEW • 151 E roxim-, I ®IN■'!4i FOOD PREP ROOF DECK wt CONTRACTOR TO PROVIDE ACCESS PANELS AS REQUIRED P T— aJ x� 1YIlt — i}Cldl — — COORDIN ATE WITH COOLER MANUFACTURER- 5/8" GYP. 5D. OVER 3-5/50 MTL. STUDS AT 160 O.C. WITH CROSS PT-1 1 BRACING AT 32" O.C. :I 5/8" GYP BD. OVER 3-5/all$�� 1 MTL, STUDS AT 15" O.C. WITH CROSS BRACING AT 32" O,. SOFFIT T COOK LINE / DINING 3■0` SCALE: NOT TO SCALE VACUUM BREAKER - SUPPLIED 5Y PLUMBER SEAL PERIMETER OF STAINLESS STEEL SKIRT WITH CONT, CLEAR SILICONE SEALANT (TYPJ LINE OF 1/2" WONDER50ARD UP TO I'-&" A.FF. LINES OF WALL NOT SHOWN FOR CLARITY PROVIDE 1/2" PLYWOOD BACKING MIXINGVALVE- SUPPLIED 5Y PLUM5ER CLEAR SILICONE > f = SEALANT AROUND PERIMETER OF MOP I BASIN (TYP.) Ix WOOD CAP PT-4 48ir A.F.F. 2x4 WOOD 5LOCKING Ix4 WOOD TRIM EACH SIDE PT-4 3 5/V' METAL RUNNER 3 5/8" METAL STUD$ AT 16" O.C. -------~"'s 50" GYP. BOARD CAP TUBE STEEL, PER PLAN • « « nl EXISTING STRUCTURE ABOVE 2 1/2" DIAL. (45 DEG.) STUD BRACE 4' O.C. AT ALT. SIDES . _ 12 GA. MIN. GALV. END STEEL WIRE HANGERS CONTINOUS ME y. AT 4'-0" O.C. MAX `U TRACKUNNRURTAL ,a - �r • - A A • 1 / 11111111ndroTs , , A ram•- _' 2X WOOD ACOUSTIC BLOCKING IWHERETI ON SCHEDULED ROUGH OPENING REF; FLOOR PLAN 1.3LTA I IM ■4=101 5/6" GYP BOARD GAP, FILL CONTINUOUS WITH SEALANT, TYPICAL 12" HIGH N05EL SEAL MEMBRANE SET IN FULL BED THIN -SET MASTIC TO TILE 5ACKER BOARD FRP OR S.S. PANELS WITH TRIM PIECE AT TRANSITION$ 5/8" CEMENTITIOUS BACKER 50ARD TO ------FILL WITH SEALANT ALL TILE BASES SHALL HAVE FULL TILES AT INSIDE AND OUTSIDE tt COVED QUARRY TILE BASE SET IN CORNERS. PARTIAL PIECES NO _- THIN -SET MASTIC QT_ 1 LESS THAN ONE-HALF TILE WIDTH C BE USED ELSEWHERE. CONTINUOUS SEALANT 5ETWEEN SACKER BOARD AND CONCRETE SLA5 QUARRY TILE SET IN THIN -SET MASTIC FQT-1 NC)SEL SEAL MEMBRANE EXTEND NOBEL SEAL MEMBRANE TO P-0" DISTANCE FROM WALL, ON FLOOR, SET IN 5ED OF THIN -SET MASTIC TO FLOOR $LAS Aff ET WALL BASE DETAIL ;11�14SCALE: NOT TO SCALE 1 r • r 1/2 "0 THREADED Rs PER MANUFACTURE SPEC'$ CLG HGT. :D SEE -ROOM FIN. SCH. CONTINUOUS WALL --- CLG. SUPPORT jI \`.'�`ii r SUSPENDED ACOUSTICAL TILE CLGrt. WITH T-BAR 5U5P: SYSTEM (SEE RM. FIN. SCH.1 CASHIER ROOF DECK ry,i —h9? r6lo —0 FT gtt 5/6" GYP, SD. OVER 3-5/$" MTL, STUDS AT 16" O.C. WITH CROSS 5RACING AT 32" O.C. t C PAINT INSIDE AND BOTTOM OF SOFFIT AT CASHIER PT-4 SOFFIT AT CASHIERMINING A&1�00` SCALE: NOT TO SCALE 2" WOOD DOWEL SHAPED AS "CHOPSTICKS" - PROVIDE CONCEALED MOUNTING HARDWARE - PAINT PT-03 GLOSS 3'•9 i/42 t1 FOLLOW RADIUS OF IT d NOTE. CONTRACTOR RESPONSIBLE FOR CONSTRUCTION AND INSTALLATION OF WOK BOWL. 3/4"Al 1/4" MDF PAINTED SLACK WITH RADIUS ENDS i DECAL SUPPLIED AND br INSTALLED 5Y OTHERS {} - {J -..- $" THICK MDF BOWL FORM FOLLOWS SOFFIT RADIUS PAINT ,tD('•�,, PT -I - NO GLAZE li 9 NOODLE BOWL SIGN DETAIL A3,1�(j SCALE: NOT TO SCALE 2" PIA STEEL PIPIT RAIL 1" DIA PIPE RAIL 1/2 DIA PIPE RAIL PICKETS AT 4" OC 2" DIA STEEL PIPE RAIL COVER PLATE -- STEEL PIPE SLEEVE 2 %" DIA ;K Ul IA STEEL ;AIL PLATE TM partners 5887 Glenridge Dr. Suite 325 Atlanta, Georgia 30328 404.497.8800 T 404.497.8839 F innovate@wdpartnem.com wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami r M * r 1 • +1 s a s i� 2/16/05 3 BLDG. COMM. 02/16/05 El El A3ml t; .... w ... __ :._s. & _ .::.:�. a c ..e..M.., s_. �. _....t.=.. S 0 .. Bt.>...:. > H as .�:.e.e. 2 `�. ... a _ ^' �® Last Plotted:\\AT-DC-01\Productont\MAF\MF\MAFMFM70 CA -Santa Ana\ArdJng\MAFMFW70dA3-@1.dwg oplot 2f16f2N5 t38.55 Pik Last Saved: P:\MAF\lwF\MAFMF0870 CA -Santa Ana\Areh FnAMANF070d A03-01.dwa wda370 2/16/2685 3:31:29 Pit a EXI$TIWG FRAMING ADD NEW -"--- 3 518" X 18 GA. MTL. STUD FRAMIWG * Ib• 04. UJ en WEEDED. SECURE TO STRUCTURAL ABOVE SEE DETAIL A5.0-02 PIO'IDE 3 5/8• X IS GA. / BRIDGING EA. SIDE OF BRACE * MIA -SPAN. SECURE TO BRACE W1(2) W TEK SCREWS a EAC14 ,WAGE. SEE DETAIL A5.0--01 3 5J8" X I8 GAA. MTL. STUD BRACINds a 48" Oa SECURE TO STRUCTURAL ABOVE s n U f r �4 r (4) 010 7% $0--n llS r l • EACH BRACE (TYPa r r + W TEK $GREW EA. SIDE � �1\\ +�`t r AC 4 STUD OR JOIST (TYP.) + + (4) 010 TEK. SCREWS i \+ EACH JOIST (TYP) 3 5/8" X 18 GA. MTL. STUD PRAMIWG 0 I+• O.C. SECURE TO STRUCTURAL ABOVE SEE PETAILA5.0-02 I8 GA. BTM. TRACK SECURE TO EA. JOIST UJl (2) 010 TEK &--MWS SCALEORNAMENTAL RAIUNG A31�13 SCALE:NOT TO ,W) partners 5887 Glenridge Dr. Suite 325 Atlanta, Georgia 30328 404.497.8800 T 404.497.8839 F innovate@wdpartners.com wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami El 3 BLDG. COMM. 02116/05 EM El El P AMU I � q1h 1 -1 k Last Platted:\\AT—DC-01\Productiont\MAF\MF\MAFMFN70_CA—Santa Ma\ArchJng\MAFMFW76d—M3-02dwg oplot 2/16/205 4.39:09 PM Last Saved: P:\MAF\MF\MAFMFO70 CA -Santa Ana\Arch Ena\MAFMF0070d A03-02.dwa wda370 2/16/2025 3:31:23 PM 11160NMNI;� Pit 0 M I • it 1� f r ® Fr ' i f - A • 'L I■i� Kim i VIM r < . f • ®' I I �I I� C II I I I� ® Em Kim �� r �i1� i I� • ' ' f Lam 1w= Nam fail r i •r t _ I . -<• ..,. _.. . - :. ♦ r �. r _ _EMS_ ..r • .._. __.. ~:..._. r _.=._._ . R r . to= I Elam Liam .. ;. -: . _ ! II�- e►:....• -�- -_< .. �..: ...-<.. Ill'' _ '�•+�. `rr U . • + e• � � �1 � - r® 'lERNM I - '^ f� III ^ ' 1� - � r « .�r �1�� r r i! ©jam � r r • ( i I. I I• I . �. a (r � • •}ll . is I ,.`-'`�1IUu I , !ill � rr ♦ r ,� .� . ,, � � �I , �..�.... T r . ,« III ;,� I �� . sir �i �. - D .� ;�, . . r ..« `.�ia"�� « «♦ �`► - a ;.� •+ a• rt I• .• � �^ � l I n w I -n♦ rr w•r � r �. � i Fr -� Ir r f' F -. _ - .� r• r ..�►. • �. ..err. �, i., "' rY� �i. ♦ • rs rr w • ` tzr �� -' •4 rr r •.: Y - � it y_ �� • i � i • '� I _ � it « - •, IN�;g-lig �r +r ::� •r ar r • r • rss:. ♦ • •- �.. � =: •ir, i - - <«« a r 1rf- a< t. �fi" rsr. :: - r •Fr �_ - <� � «' «- « « r+i-..; ► i• .r - rs «- •«'ram I ' - A rfs-.:�' - ;r •, � - :r r s • r«r-r � . r - ♦-- s Al -: j .. • - «- /• • �- ''. i . �:r . -. i► «.' ', _ «' - -: � � � q «-- f i « -.: « w - :ar - = lr . -, " i - + �s .-: :f �r � r � rar' .: ♦- -:<s r • f < •- .�►.. .,� - � r«r- - r' --«' ► i « it «- -- r-.-•- ii r 4* « � rs«::�-«- I www INDOW SCHEDULE I. 11-E GENERAL CONTRACTOR $HALL INSTALL WINDOWS PER SPECIFICATION CALLED OUT BY SWELL BUILDWS 1 10-31/2" _+ CONTRACTOR i CONFIW WITH "LL BUILDING REGARDING - OF r FRAME A-RAMM *' _\ HOLLOW METAL NOTE: ki- &14411mii`�' • - _ 4.11ra • rr NOTES:SHEET A. CONTRACTOR TO COORDINATE ALL HARDWARE WITH 0tt1iJER REQUtRT1T5, AND SHALL MATCH LANDLORD/DEVELOPER REQUtFE:MENTB WIERE POSSIBLE. 5. CONTRACTOR SNAIL VERIFY THAT ALL EXISTING MATERIALS, FINISHES, FIXTURES AND EQUIPMENT SCHEDULED FOR RE -USE COMPLY WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL CODES. D. REFER TO A1.3 FOR FLOOR FINISH PLAN. - TO A1.4 FOR REFLECTED CEILING PLAN. F. REFER TO A2.@ AND A2.1 FOR EIEVAT{ONS 'YV'ALL FINISH KEY PT-1 AMERICAN TRADITION, COLOR: CLAY CANYON (YELLOW). TWO BASE COATS, TWO FINISH COATS- YELLOW GAZE. SEE NOTE i PT-2 5EHR "-nO, COLS: LICORICE STING (RED). TWO BASE COATS, TWO FINISH COATS -RED GAZE. SEE NOTE I PT-3 RALPH LAUREN G4432, COLOR: Sl *"M I*WLOX (PURPLE). TWO BASE COATS, TWO FINISH COATS-E GLAZE. SEE NOTE I PT-4IBE14R -MOF-1, COLOR 5ELU5sA (BLACK). (2) BASE COATS, (2) FINISH COATS -GLOSSY. PT-5 REHR 'nOF-1, COLOR SELUGA (SLAW. (2) BASE COATS, (2) FINISH COATS -DRY FOG. PT—$ GLiDDEN `12YY 41/143, COLOR HOT PEPPER TWO BASE COATS, TWO FINISH COATS PT-7 AMERICAN TRADITION, COLOR: CLAY CANYON. TWO BASE COATS, TWO FINISH STRI iSH. PT-8 5E14R'M0E-1, COLOR: BELUGA (BLACK). (2) BASE COATS, (1) FINISH GOAT -MATTE FINISH SS-1 STAINLESS STEEL - 20 GA. FF2P-1 MARLiTE: ALMOND PG-1 YELLOW: i GALLON OF FAUX CREAM COLOR-I6 OZ OF FAUX COLOR O1R�:N�G-s oZ of FAUx coLoR GOLDEN YELLOUI SEE NOTE a PG-2 PURPLE: i GALLON OF FAUX CREAM COLOR-OZ OF FAUX COLOR VIOLET:-2 GZ FAUX COLOR T.-1/4 OZ OF FAUX COLOR BLACK. SEE NOTE 2 PG-3 RED: i GALLON OF FAUX GREAM COLOR-� OZ OF fED ROUCsE FAUX CREAM COLOR-4 oz OF FAUX COLOR BLACK. SEE NOTE 2 NOTES: 1. FINISHING SCHOOL - CAROLiNE WOLDEN5ER : 811-283-2501. CALL TO LOCATE LOCAL "FAUX EFFECTS" PAINTER FOR THIS LOCATION. 2. PAINT GLAZE PRODUCTS TO BE FROM A "FAUX EFFECTS" SUPPLIER / PAINTER APPLY GLAZE WITH A LOOSE GROSS HATCH DIAGONAL PATTERN (LIKE THE LETTER "X") USING A 3" CHIP 5RlL44 FLOOR FiNISH KEY 9 QT-1 QUARRY TILE - BUCKSKIN 6x6, COVE BASE 6x6. BOSTIC HYDROMENT SAND BEIGE SANDED GROUT ZUMPANO ENTERPRISES, BILL MEISEL CMO1 449-3528x130 PCLT--1 CERTIFIED FINISHES PORCELAIN: SIERRA NEVADA, i$Xi8 PORCELAIN TiLE IN DRAMATIC RANGE. GROUT TO MATCH TILE AS APPROVED BY OWNER CONTACT RALPH SHIELDS AT CERTIFIED FINISHES, (404) 355-2t51. CF-1 SEALED CONCRETE 2 B E I E-1 6" RUBBER SA$Et Ro"- Black B-2 6" SHEET METAL SASE, 20 GA. B-3 6" SIERRA NEVADA COVE BASE - STYLE 536CST $ea A4.0-6 6" QUARRY: BASE, BUCKSKIN SOLID SURFACE AND PLASTIC LAMINATES PL-1 NEVAMAR $4-53T, ,ETT BLACK. PL-2 FORMICA SOLID $URFAC-M, WI BLACK LAVA ML-1 METAL LAMINATE - TSD CEILING FINISH KEY C-1 ACOUSTICAL CEILING TiLE - USCG. 03210 2' x V LACK, CEILING GRiP BLACK C-2 GYPSUM WALLBOARD - PAINTED (SEE ROOM FINISH SCHEDULE) C-3 ACOUSTICAL CEILING TiLE - US.Cs 03210 2` x 4` WHITE, CEILING GRiP WHILE C-4 ACOUSTiCAL CEILING TiLE - USA. 03210 2' x 2` WHITE, CEILING GRID SLACK G5 PREFABRICATED AL1111MIM CEILING 5$$7 Glenridge Dr. Suite 325 Atlanta, Georgia 30328 404.497.$$00 T 404.497.$$39 F innovate@wdpartners.com wdpartners,com i .r .. • as ,r 1 •• t411111" HLTH. COMMENTS BLDG, COMM. 02/16/05 � I ' Last Plotted: \\AI-DC-01\Production$\MAF\MF\MAFMF0070 CA -Santa Ana\Arch-Eng\MAFMF0070d_A04-00.dwg oplot 2/28/2005 419:09 PM Last Saved: P:\MAF\MF\MAFMF0070 CA -Santa Ana\Arch Ena\MAFMF0070d A04-00.dwa wdo370 2/28/2005 4:17:25 PM 11 I PL .. r iA g A5.0-05 ¢ T .. 0 BEVERAGE a r O r � j -lent 11- I2x3h WINE SHELF a 0 i r . a ,..1 J PL-1 OPEN I I L -- J --- DISPLAY .- STORAGE I FOR WINE I PL-1 LOWER I f SIDE ELEVATION A5.0�04` INE CABINET/STORAGE I I '11� = cn I F Pit a r rO ELEVATION O 0 CASHIER/POS ELEVATION SCALE:A&0�05 A&0�1 SCALE:% 1MR-1119W 7 A5-0�06 01M OS CASH DRAWER AT 1125" WIDE le15" PL-2 DEEP 4" HIGH (TYPICAL) 21— 11 PL-1 OPEN WITH SHELVES CASHIER/POS ELEVATION SCALE: 1 /2"= V- 0" BEVERAGE COUNTER ELEVATION � � SCALE: 1f 2"=V-0" t ro M ° ., a .. , .-M, ..., m.. xc, s .. M, R.J. e , •11-/711i 12x36 WINE SHELF 16" 5ELOW / CENTERED UNDER MENU 5OARD. c 1 1 51-011 1 51-011 1 T' T -T- A o TAKE OUT BENCH • SCALE: 1"=V0 POS CASH DRAWS I'f 1/4"W x IS 1/411 D 4" H (TYPICAL) Ir 00 �'f um �`�----- LOWER DOORS CASHIER/POS ELEVATIOI SCALE: 1 2"=1'_0„ MOUNTED CONDIMENT RACK NEW WALL MOUNTED CONDIMENT RACK PL-01 ALL SIDES cIAL. E ;AL.) 1 cn 0 �f T�1►�� '� aAlk Ul PL-1 :PLAM OVER 3f4" MOF 1-S TOP WITH Ili" TRIM PIECE PT-3 ( Ufa" GYP. 15RD. ON II II METAL STUDS PL-1 II (I PLAM OVER 3f4" MOF TOP WITH 1I " TRIM PIECE PLAM OVER $f4" MDF WHITE MELAMIN TOP WITH 1Y, 'GRIM ))INTERIOR WITH PIECE PVC EDGESAN ADJUSTABLE IITO MATCH II PLYWOOD SHELF fsl" CEMENT BACKER 5RD. . tc" CONC; CUR5. SERVICE COUNTER SECTION Aomu SCALE: 1 "=V-0" SHEET NOTES: A. ALL TOE -KICKS ,TO SE ATTACHED U31NG PIANO HINGE AND FLIP UP FOR CLEANING PURPOSES. S. ALL CASEWORK TO 5E MOUNTED ON 6" STAINLESS STEEL ADJUSTABLE LECsS. C. ALL CASEWORK To HAVE INTERIOR FINISHED WITH WHITE MELAMINE. D. LAMINATE (OR PAINT) ALL EDGES, THERE SHALL 5E No EXPOSED WOOD ON ANY EDGES. E. ALL INTERIOR VERTICAL 5RACING WILL HAVE TWO 3" FINISHED CUT OUTS FOR PLUMBING: AND ELECTRICAL CONNECTIONS. F. NO DOORS SHOULD 5E FLUSHED MOUNTED. ALL DOORS WILL BE OVERLAY MOUNTED WITH FINGERPULLS. G. TOE KICKS MUST MEET NEATLY AT ALL CORNERS. USE 5LOCKM IF NEEDED To FORCE W DEGREE ANGLE. H. COUNTERTOPS WILL HAVE A MINIMUM 3/4" OVERHANG, UNLESS FLUSH TO WALL. 0 SOLID SURFACE AND PLAS TICLAMNATEB PL-1 NEVAMAR 5-64.ST, JETT SLACK. PL-2 144cORMICA SOLID SURFACING, 501 SLACK LAVA ML-1 METAL LAMINATE - T5C> BABE FINISH KEY B-1 6" RUBBER SASEs Ropps- 51ecic B- 2 (n" SHEET METAL SASE, 20 GA. B-3 6" SIERRA NEVADA COVE SASE - STYLE 536CST $ee A40-6 QUARRY SASS, 1BUC :SKIN € a a..4 ,H r e .M a,„DINING SERVICE PL-1 PLAM OVER MDF a TOP WITH IY" TRIM PIECE II II15LAM VER,16 PT-7 II (I PLYWOOD �'fs" GYP. SRD. ON 3-ifs" METAL STU ADJUSTA5LE Q PLYWOOD SHELF c. WHITE MELAJINEINTERIOR WITH PVC EDGEG6,RUF.�SER BASS TO MATCH—`11 &" RU55ER SASE Imill SERVICE COUNTER SCALE: SECTION AtvmomO�14 11 TM partners 5887 Glenridge Dr. Suite 325 Atlanta, Georgia 30328 404.497.8800 T 404.497.8839 F innovate@wdpartners.com wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami DO HLAG * -23209 3- -05 ,y DATE �•�'` i OF OAL�srti 2/15/05 DINING SERVICE x Li 21EM i. 2 HLTH. COMMENTS —1 3 BLDG. COMM. 02116/05 STAINLESS STEEL COUNTED TOP s N II II PT-1 z sfa" GYP. SRD. ON I II 3sfs" METAL STUDS PLAM OVER %"' MOF Q @ TOP WITH 1> " TRIM PIECE PLPL-1 .EM iI I) A1'"i OVER f.�" MDF w PIECE WITH lYz" TRIM II � II ADJUSTABLE � w PLYWOOD SHELF $fs" CEMENT SACtCER 5RD. 6" CONC. CURS. = ' $ REF. STRUC. DWGS. 3 O B-1 rv" RUBBER SASE SERVICE COUNTER SECTION AormnO�15 SCALE:1"=V-0" u :c6 ; -. nj ...... ...::_.�_..,...Y....»._...Nw.w.............w..a.............e..............a._....s_._ua._.._.................. __z:e a.:�:� �.....�...:..w.......t..:..............4.a.....n.......a...........c.».+......._..,.......,.. r Lost Plotted:`\AT-DC-01\Producton$\MAF\t1F\MAFMF0070 CA -Santo Ana\Arch-fnq\MANFW76d-Af5-w.dwg cplot 2/16/m5 k39:36 PM i BIDDING REQUIREMENTS Bidding Instructions Contract Forms General Conditions Supplementary General Conditions SPECIFICATIONS DAMON I - GENERAL REQUIREMENTS Section 01500 - Temporary Facilities P Y DAMON A - SITE WORK No work in this Division DIVISION UI - CONCRETE Section 03300 - Cost -in -Place Concrete Section 03450 - Self -Leveling Cementitious Topping Section 03455 - Concrete Stain & Sealer DAMON IV - MASONRY No work in this Division DIVISION V - METALS Section 05001 - Design Information Section 05400 - Cold -Formed Metal Framing DAMON M - CARPENTRY AND MILLWORK Section 06000 - Carpentry and Millwork Section 06255 - Fiberglass DAMON V9 - MOISTURE PROTECTION Section 07200 - Building Insulation Section 07900 - Caulking DIVISION VM - DOORS, WINDOWS, AND GLASS Section 08100 - Metal Doors and Frames Section 08200 - Wood Doors and Windows Section 08410 - Aluminum Entrances Section 08600 - Glass and Glazing Section 08700 - Hardware DAMON iX - FINISHES Section 09250 - Gypsum Board Section 09260 - Backerboard Section 09310 - Tile Floors and Base Section 09320 - Ceramic Tile Walls Section 09500 - Acoustical Ceiling and Gypsum Ceiling Panels. Section 09600 - Wood Floor Covering Section 09900 - Painting DIVISION X - SPECIALTIES Section 10522 - Portable Fire Extinguisher DAMON XV - MECHANICAL See MS1 Sheet DIVISION XVI - ELECTRICAL See ES1 Sheet BIDDING INSTRUCTIONS B1-01 PROPOSALS A} Proposals on complete work on each division as described In following Specifications, in such subsequent addenda as may Issued during period of bidding, and shown in occompanying_ (drawings will be received at the time and place as directed by Mama Pu s hereinafter referred to as Owner. B) Base proposals on materials and methods described In Specifications, include oil local, state and federal taxes in bid. Quote all alternates and unit prices listed. for which price shall be total cost to Owner including ail overhead and profit. C) List Subcontractors, material suppliers and manufacturers in spaces provided on Form of Proposal. B1-02 STANDARDS A) Articles, devices, materials, forms of construction, fixtures, etc., named in Specifications to denote kind and quality desired are 'Standards". Bose oil proposals on some. B) Any make of materials and apparatus specified acceptable to Owner, . unless otherwise stated. Base bid on any make specified, Contractor not required to state selection of specified make until after Award of Contract, except those required listed on Bid Date Section on Form of Proposal. C) Contractors shall bid project using Standards specified. Successful bidder shall make written application for approval of other material on apparatus when Specifications refer to "Equal To, etc. Bidder desiring to propose substitutions may, do so in accordance with 01-03. Final approval of such proposals will be by Architect and Owner, 81-03 SUBSTITUTIONS A) It is not the intent of Specifications to exclude use of meritorious products of equal value. Bidders invited to submit substitutions with their bids of other makes of material and apparatus for Architect and Owner consideration. B) If bidder proposes substitutions of materials, fixtures, articles, devices, methods of construction, arrangement of components, or other items different from those called for by Drawings and Specifications, bid necessitated o proposed substitution, or cnonge. rsmaers desiring consideration tyor the use of materials, equipment, etc., not in Specifications may submit proposals for substitutions of some for Standards as specified, using Substitution Form", attached to Form of Proposal listing. For each proposed change (1 Standard" specified, (2) Substitution, and (3) Change in Bid Price, (or No Change'). Furnish Owner complete Specifications and description of proposed substitution considered for acceptance, upon request. C) Substitutions accepted must be incorporated in formal Contract. No Substitutions allowed subsequent to Award of Contract. Substitutions will not affect determination of Lowest Bid. D) If Bidder names no substitute on his "Substitution Sheet", "Standards" specified shall be used. Owner reserves right to accept any alternate, or substitution bid provided such action token in sufficient time not to delay progress of work, or incur additional expense to Contractor. 81-04 ADDENDA List Addenda issued duringg bidding period on Form of Proposal, and in closing Contract, they sho become a port thereof. Bidder is responsible for transmitting Addenda information to all concerned with his bid. Acknowledge receipt of Addenda in space provided, on Form of Proposal. BT-05 PROPOSAL FORMS (BID FORMS) A) Submit proposal on form provided, fully completinq all blank spaces in form; state total both in writing and in figures; signature shall be in longhand and completed form shall be without interiineation, alteration, or erasure. Submit Proposals in duplicate marked on outside of envelope with title of work and name of Bidder. Obtain Proposal Forms from Owner and mail, or deliver bid per Owner instructions. B) All bidders are cautioned to allow omple time for transmittal of bids. Bid received after specified time will not be accepted or recognized. The time of receipt will determine the acceptability of mailed bids, regardless of postmark. C) Any bid may be withdrawn prior to the time scheduled above for the opening of bids or a thorized postponement thereof. No bid may be withdrawn for thirty (30) days, Saturdays, Sundays, and legal holidays excluded after opening of General Bids. No telephone or telegraphic bid, change in bid or withdrawal bid will be received or recognized. D) Telefox bids may be received at Owner's option. B1-06 EXAMINATION OF PREMISES Prior to submitting Proposal, Bidder will examine premises and satisfy himself as to conditions under which he shall be obliged to operate in performing work, or those conditions which affect his work. Bidders visit and examine site to inform themselves of site characteristics and circumstances affecting cost of work and time required for execution of Contract. Bidders wholly responsible for errors affecting cost of work and time required for execution, as well as errors which may occur in their Proposal due to failure to make such visits and examinations. B1-07 EXAMINATION OF DOCUMENTS Bidders examine all Contract Documents, including all Drawings and Specifications for all divisions of work as well as his own, notingg particularly all requirements which affect his work in anyway. Fallure of Bidder to acquaint himself with quantity and character of work required to complete his division of Contract In conformit with all requirements for project will not be considered as basis fyir extra compensation. 61-08 INQUIRIES Should Bidder find discrepancies or omissions in Specifications, or have doubt of their meaning, of once. Architect will issue written Instructions - Bidders regarding some. Neither Architect nor responsible for any oral instructions. Inquiries i be made minimum of one (1) week prior to bid �.... _.w.a.�. �s __. _...::..:.w In Drawings or notify Architect or Owner to all Owner will be regard to bid shall receipt date. Subcontractors in making award. Owner Is not obligated for cost incurred by Bidder in preparing bid. Owner is not obligated to accept lowest bid, or any bid. B1-10 CONTRACT DOCUMENTS A) Additional sets of Drawings and Specifications may be obtained as directed by Owner. B1-11 EXAMINATION OF SITE A) The Contractor shall examine the site, drawings, specifications, and contract form for the work prior to submitting proposal and fully inform himself of the conditions under which the work must be completed and assume responsibility for any unusual and unforeseen difficulties to be overcome in completing the work. B) The Contractor and all subcontractors must verify dimensions and measure- ments of any existing conditions prior to ordering materials or doing work that requires coordination with other trades or existing conditions. No claim based on difference between actual dimensions and those shown on drawings will be considered. N-12Nir h Il o to and all o wh Con et s awe de s a a t e , a Pe rma Band and L or an M a n for f amo of ntroct, If dir ed b er. n prem u paid uti d shall be t t of r - ut eliver nd to Owner ee d Contract, if bond deemed necessary. 81-13 SUBCONTRACTORS, SUPPLIERS, MATERIALS AND EQUIPMENT LIST Nome, in places provided on Proposal Form, all subcontractors, suppliers, materials and equipment requested on whom or which Bid is based and whom Bidder intends to employ or which he intends to use. Complete all spaces in Form of Proposal. See Supplementary General Conditions, Article 28. B1-14 BIDDING PROCEDURE A) Submit bids using approved Proposal Forms, copies are available from Owner. Combined proposal is invited on entire contract includin General Contract, Plumbing, Heating, Air Conditioning and Ventilating, and Electrical. Submit as one total Contract amount in Wgpace provided on"Farm of Proposal. Submit proposal on Owner supplied orm of Proposal under this form, Contract amount if fixed and Contractor guarantees a limit of construction cost. B) Bids by Invitation only. Owner reserves right to reject any, or all bids. C) Bidders and their proposed subcontractors competency and responsibility Will be considered in making award. 61-15 UTILITY COMPANIES REGULATIONS Comply with regulations of local utility companies prior to submission of Proposal. Determine from each utility company supplying service to project all requirements and include cost of some in bid: Cost of relocation of utilities service lines interfering with construction shah be included in Contractors Proposal. B1-16 CODES AND RESTRICTIONS This building design is based upon local building codes. Should provisions of prevailing local building authorities or codes governing area for construction of this building iffer from the Dro44na of the local code. it will be the responsibility of Bidder to advise Architect immediately of some and to bid to gave odes. An Addendum will be issued instructing a Bidders. CONTRACT FORMS DIVISION B - CONSTRUCTION CONTRACT FORM Forms to be supplied by Owners Representative. GENERAL CONDITIONS DIVISION C - GENERAL CONDITIONS Specifications. SUPPLEMENTARY GENERAL CONDITIONS ARTICLE 1 - DRAWINGS AND SPECIFICATIONS A) Contractor provides all items, articles, materials, operations or methods listed, mentioned or scheduled per Drawings or otherwise specified, or both, including all labor, materials, equipment and incidentals required or necessary for their completion. B) Call errors or inconsistencies in Drawings or Specifications to the attention of the Architect or Owner for proper adjustment. Do not proceed with work in cases of uncertainty. C) Contractor agrees that work herein described shall be earn lete In every detail, even though every Item necessarily Involvedp Is not particularly mentioned. Contractor shall provide all labor and materials necessary for completion of work described in Contract Documents, and not avail himself of any manifestly unintentional error or omission should such exist, D) Should Contract Documents disagree as to quality or quantity of work, provide better quality or greater quantity unless instructed otherwise by Architect in writing. E) Certain S ecifications and certain of other Contract Documents, including these General Conditions, ore of simplified type and include incomplete sentences. Qmissions of words or phrasesh such as The Contractor shall"n" , in conformity therewith , Shall be", as noted , a ,, "there", and oil are intentional. Omitted wards shall be supplied inference in some manner ge they are when a note occurs on Drawings, words 'shall be or "shall be supplied" by inference particularly when a colon or hyphen is used within sentence or phrases. F) Word "provide" shall be understood to mean "provide complete in place". that is, "furnish install and (if applicable) place inratian" gn ss other stated. Words " "directeepp, selected , approved required , permitted accepted', shall be understood to mean direction, selection, approval, requirements or permission, respectively of Architect, unless otherwise stated. G) Specifications are arranged in sections, but such segregation shall not be considered as limiting work required by any trade. Division of work shall be the responsibility of Contractor. H) Drawings and Specifications are complementary. What is called for by one shall be considered as called for by both. ARTICLE 2 - DEFINITIONS: NOTICES: CONTRACT DOCUMENTS A) rn s e � (In Specifications and supplements Y B) Form of P,.rsyposal: Distributed by Owner. C) Qwner - Cow ca for AgE mgot: Owner Agreement. D) Genergi Conditions: Owner Agreement. E) (In Specifications, of w G S s a pit F) General Specifications: Division 1 through Division 16. G) Drawings and any issued Addenda. OWNER MAMA FU'S ASIAN HOUSE TONY WONG 15662 Commerce Lane Huntington Beach, CA 92649 ARCHITECT WD Partners Inc. 5887 Glenriage Road, Ste. 325 Atlanta, Georgia 3e328 404-497-8800 CONTRACTOR As named in Construction Contract, unless otherwise defined, such as General Contractor or Electrical Contractor, term Contractor shall be understood to mean any Contractor or Contractors who have entered into separate contract with Owner, GENERAL CONTRACTOR As named in Construction Contract. Contractor for all of work except those parts for which Owner has contracted separately. REQUEST FOR QUOTATION Letter or form issued after Award of Contract requesting change or amendment of Contract Documents, Change Order is Issued, from this information. CHANGE ORDER Letter or form authorizing changes in the Contract Documents executed per the General Conditions. FIELD ORDER Letter or form authorizer changes which do not change the Contract amount. g g g WORK All that which shall be done, per Article 1 of General Conditions. REASONABLE TIME Whenever reasonable time is specified in any of Contract Documents, time allowed shall be forty-eight (48) hours. ARTICLE 3 - ABBREVIATIONS Reference to technical society's organization bodies or documents is mode in Specifications in accordance with following abbreviations: AIA American Institute of Architects ACI American Concrete Institute MEE American Institute of Electrical Engineers AISC American Institute of Steel Construction ASA American Standards Association ASLA American Society of Landscape Architects ASME American Society of Mechanical Enggineers ASTM American Society for Testing and materials AM Architectural Woodwork Institute AWSC American Welding Society Code FS Federal Specifications NAAMM Notional Association of Architectural Metal Manufacturers NFPA Notional Fire Protection Association NBS National Bureau of Standards NEC Notional Electrical Code SIX Steel Joist Institute SPR Simplified Practice Recommendation UL Underwriters Laboratories, Inc. BOCA Building Officials Code Association UBC Uniform Building Code SBCCI Standard Building Code Congress International IBC International Building Code - ARTICLE 4 CODES AND STANDARDS Material suppppliers submit evidence if requested, material in question complies with applicable current Codes and Standards as referred to in Specifications. ARTICLE 5 - DAMAGE RESULTING FROM WORK General Contractor/Contractor Is solely responsible for expenses Incurred or damage caused by defective or illtimed work performed or which he fails to perform per his contract. Contractor liable and responsible for making, at his own expense, any and all repairs required by reason of damage resulting from performance, non- performance or im roper performance of work provided; however, that Contractor shall not repair any damae directly caused solely by acts of Owner. If repairs are not promptly mode, Owner may make repairs and deduct costs from amounts otherwise due to Contractor at that time or bill Contractor for said costs. Contractor take whatever precautions are necessary to protect premises belonging to Owner comprising or being in vicinity thereof, so as to safeguard ail structures, fixtures, furnishings and equipment located thereon. Protect all adjacent property and property in vicinity from damage. Hold Owner harmless from any damages. ARTICLE 6 -CONTRACTOR'S RESPONSIBILITY Contractor agrees to indemnify Owner against any and all claims, loss, damage, costs and expense arising from injury to or death of persons or damage to property and employees of Owner, occurring, wholly or in part, as result of work done or omitted, or contracted to be done; but, not done by Contractor or His subcontractors if any, or employees or agents or invitees of Contractor or any subcontractors, regardless offwhether any such injury to or death of persons or damage to or destruction of property is due or claimed to be due, in whole or in part. to any negligence or fault of Owner or his employees, agents or invitees, except claims, loss, damage, costs or expense resulting solely from the willful action of Owner. Contractor shall bear all losses occurring by reason of theft or loss, or damage, regardless of cause, to. A) All materials, supplies, equipment and apparatus owned, used or furnished, regardless of whether of not sold materials, supplies, equipment or apparatus are included in Items to be furnished or used hereunder or to be incorporated in work, prior to work's completions. B) All of Contractor's tools machinery, equipment, materials, supplies, appliance, shoring, scaffolding, false work and shed and personal property of Contractors employees. Owner not responsible in any manner for the property of: Contractor, Contractor's employees, or Subcontractors or Subcontractor's employees. ARTICLE 7 - PAYMENTS BY CONTRACTOR Contractor shall secure and pay for ail permits required for work and shall pay for all fees, taxes, royalties, rents, penalties and charges as may be required for work except as hereinafter specifically provided. Owner reserves right to take out any, or all permits. These payments shall be in addition to any payments to Owner under any terms, condition, or provision of Contract Documents. Owner will pay all real estate assessments and real estate taxes. Sign permit shall be obtained by Sign Contractor at his expense. ARTICLE 8 SPECIAL INSPECTIONS Special Inspections required under provisions of building code or utility company regulations arranged and paid for by Contractor. ARTICLE 8 - MEASUREMENTS Before any material is fabricated, Contractor and each Subcontractor shall take all necessary measurements and toy out work included in his Contract, and shall be responsible for proper fitting and accuracy. ARTICLE 9 - MATERIALS ORDERED BY CONTRACTOR Contractor place orders for materials and Equipment to be employed in work; other than those designated furnished by Owner, as soon as possible after Award of Contract. Contractor shall keep Owner and Architect Informed as to availability of all specified materials and equipment, advise them promptly in writing of all orders placed, and of such materials and equipment as may not be obtainable for purposes of Contract, whether due to conditions of market or other limiting and governing factors. ARTICLE 10 - WARRANTY OF TITLE No materials, supplies, or equipment incorporated in work shall be purchased subject to any chattel mortgage or under a conditional sale or other agreement by which an interest therein, or in any part thereof, is retained by seller, supplier, or manufacturer. ARTICLE 11 - MOVING OF MATERIALS If it becomes necessary during progress of work to move materiols which enter into construction or equipment temporarily placed, Contractor furnishing some shall, when directed by Owner, move them without cost to Owner. ARTICLE 12 - WORKMEN AND WORKMANSHIP A) Contractor maintain order and discipline among workmen at all times as specified in Article 4. B) Workmanship: Only artisans and mechanics qualified through experience In their respective branches will execute or perform work. Architect, or Owner 'is not on job site at all times; however, work installed contrary to Contract Documents shall be removed and replaced without delay, in conformity with Contract Documents when directed by Architect, or Owner without additional cost to Owner. C) Workmen not complying with provisions of Contract Documents shall be immediately removed by Contractor from any premises belonging to Owner upon notice of Architect or Owner. ARTICLE 13 - PROSECUTION OF WORK It is duty of Contractor to notify various Subcontractors when their presence is required, expedite flow of materials and secure necessary inspections. Contractor shall require that all Subcontractors have competent supervisor on site whenever his work Is being performed. Contractor shall give reasonable notice to Architect and Owner when his presence is required for special consultations, examinations, or decisions. ARTICLE 14 - EXAMINATION Before starting and intermittently as work progresses, Contractor and Subcontractors examine work installed by others Insofar as it applies to his work and promptly notify Architect or Owner If conditions exist that prevent him giving satisfactory results. ARTICLE 15 - PROTECTION OF MATERIALS A) Protect pre finished materials or materials finished in place when installed before completion of work from damage until acceptance of project. Replace materials damaged before or after installation with new and undamaged finished materials. Refinish, or replace and finish, materials after installation which are damaged as directed. Additional charges are not honored by Owner for replacement or repair of damaged materials. B) Provide security and facilities to protect Work, and existing facilities, and Owner's operations from unauthorized entry, vandalism, or theft. ARTICLE 16 - NO WAIVER BY OWNER Failure of Owner in one or more Instances to insist upon strict performance of any terms of Contract or to exercise any option herein conferred, shall not be construed as waiver or relinquishment to any extent of right to assert or rely upon any such terms or option on any future occasion. ARTICLE 17 - SUSPENSION OF WORK If whole or part of work is suspended Contractor shall, at his own expense, cover, secure and protect all parts of his work that might be injured from any cause. ARTICLE 18 - STOPPAGE OF WORK In event Owner is permanently enjoined or otherwise stopped from completing this Contract, Owner is liable to Contractor for oniy work actually performed and materials at site less salvage value thereof. Schedule of values of Contract submitted at time Contract is signed will be used as a basis of settlement. ARTICLE 19 - CLEANING UP A) Each Contractor, upon completion of his work, collect and remove all rubbish, surplus materials, tools, and scaffolding. Keep premises neat and orderly by periodic removal and cleanup. Remove crates and cartons In which materials, equipment or fixtures are received daily. B) If, in opinion of Architect, Owner, or General Contractor, neatness is not maintained, Owner or General Contractor may have area cleaned and charge costs to responsible Contractors. C At completion f buildingr a art thereof, General Contractor, In addition to removal of ccumulated rubbish, shall replace any broken glass, remove stains, spots and marks from finish work and hardware. D) Remove all stickers and leave building in a clean condition. ARTICLE 20 - GUARANTEE Unless otherwise specified, Contractor guarantees all materials and workmanship for a period of one (1) yeor from date of acceptance of building, and shall replace or sotisfactorl€y repair, without cost to Owner or Interference with Owner's operation, any defective workmanship or materials. Additional replacements or repairs, without limitation, shall be made by Contractor without cost to Owner until ail defective workmanship or materials have been corrected and the work completed in accordance with Contract Documents even if the one (1) yeor period above specified has expired if Owner has given Contractor notice or on inol failure of compliance with Contract Documents Is prior to expiration o� sold period. ARTICLE 21 - JOB MEETINGS General Contractor schedule semimonthly progress meeting between himself, separate Contractors, and major Subcontractors. Notify Owner of time of meeting which shall be some hour and day of week for duration of work. General Contractor must take and distribute minutes of all meetings, to Subcontractors, separate Contractors and Owner. ARTICLE 22 - MATERIALS AND SUBCONTRACTORS Contractor employ Subcontractors and furnish materials named In Proposal, If approved by Owner. ARTICLE 23 - SCOPE OF AGREEMENT Execution of above mentioned Owner -Contractor Agreement, both Owner and Contractor agree to be bound by each and every term and condition of aforesaid Contract Documents. ARTICLE 24 - MECHANICAL EQUIPMENT MANUALS Contractor deliver to Owner within one week of completion of work, operation and ointenance manuals pertaining to all mechanical equipment furnished andar installed under Contract. Failure to furnish such manuals within allotted time limit will cause said Contractor to be liable for damages resulting from misuse of said equipment. g ARTICLE 25 - NOTICES Contractor send written notices indicating nature and scope of work to all property owners In vicinity of work whose property might in anyway be affected y work under this Contract. ARTICLE 26 - SUBCONTRACTORS List of Subcontractors referred to under Article 5.2.1 of General Conditions of Contract shall include each Subcontractor's address and telephone number. ARTICLE 28 -INSPECTING AND TESTING LABORATORY SERVICES A) Owner will a oint employ, and pay for specified services of an independent frrm o perform inspecting and testing that is specified as Owner's responsibilities. The Contractor will appoint, employ and pay for specified services of an independent firm to perform inspection and testing that is specified as Contractor's responsibility. B) The independent firm will perform inspections, tests, and other services specified In individual specification sections and as required by the Architect/Engineer or the Owner. C) Inspecting, testing, and source quality control may occur on or off the project site. Perform off -site inspecting or testing as required by the Architect/Engineer or the Owner, D) Reports will be submitted by the independent firm to the ArchitectjEngineer, in duplicate, indicating observations and results of tests and Indicating compliance or noncompliance with Contract Documents. 1. Report Data: Written inspection test reports shah include: a. Test agency name b. Dotes and locations of samples, tests, or inspections. c. Name of Individuals present. d. Complete inspection or test data. e. Test results and interpretations. f. Recommendations, E) Cooperate with independent firm; furnish samples of materials, design mix, equipment, tools, storage, safe access, and assistance by Incidental labor as requested. 1. Notify Architect/Engineer and independent firm forty eight (48) hours prior to expected time for operations requiring services. 2. Make arrangements with independent firm and pay for additional samples and tests required for Contractor's use. F) Testing or inspecting does not relieve Contractor to perform Work to contract requirements. G) Retesting required because of non-conformance to specified requirements shall be performed by the some independent firm on instructions by the Architect/Engineer. Payment for retesting will be charged to the Contractor by deducting inspecting or testing charges from the Contract Sum/Price, ARTICLE 29 - SUBSTITUTIONS A) Architect/Engineer will consider requests for Substitutions only within fifteen days after date established in Notice to Proceed. B) Substitutions may be considered when a Product becomes unavailable through no fault of the Contractor. C) Document each request with complete data substantiating compliance of proposed Substitution with Contract Documents. D) A request constitutes a representation that the Contractor: 1. Has investigated proposed Product and determined that It meets or exceeds the quality level of the specified Product. 2. Will provide the some warranty for the Substitution as for the specified Product. 3. Will coordinate installation and make changes to other Work which may be required for the Work to be complete with no additional cost to Owner. which may subsequently become apparent. 4. Waives claims for additional costs or time extension 5. Will reimburse Owner for review or redesign services associated with re-opproval by authorities. E) Substitutions will not be considered when they are indicated or implied on shop drawing or product data submittals, without separate written request, or when acceptance will require revision to the Contract Documents. F) Substitution Submittal Procedure: 1. Submit three copies of request for Substitution for consideration. Limit each request to one proposed Substitution. 2. Submit shop drawings, product data, and certified test results attesting to the proposed Product equivalence. Burden of proof is on proposer. 3. The ArchitectjEngineer wiii notify Contractor in writing of decision to accept or reject request. ARTICLE 30 - CLOSEOUT PROCEDURES A) Submit written certification that Contract Documents hove been reviewed, Work has been inspected, and that Work is complete in accordance with Contract Documents and ready for Owner's review. B) Provide submittals to Architect/Engineer that are required by governing or other authorities. C) Submit final Application for Payment identifying total adjusted Contract Sum, previous payments, and sum remaining due. ARTICLE 31 - FINAL CLEANING A) Execute final cleaning prior to final project assessment. B) Clean interior and exterior glass, surfaces exposed to view; remove temporary labels, stains and foreign substances, polish transparent and glossy surfaces. C) Clean equipment and fixtures to a sanitary condition with cleaning materials appropriate to the surface and material being cleaned. D) Replace filters of operating equipment. E) Clean debris from roofs, gutters, downspouts, and drainage systems. F) Clean site; sweep paved areas. G} Remove waste and surplus materials, rubbish, and construction facilities from the site. ARTICLE 32 - PROJECT RECORD DOCUMENTS A) Maintain on site, one set of the following record documents; record actual revisions to the Work: 1. Drawings. 2. Specifications. 3. Addenda. 4. Change Orders and other modifications to the Contract. 5. Reviewed Shop Drawings, Product Data, and Samples. 6. Manufacturer's Instruction for assembly, installation, and adjusting. B) Ensure entries ore complete and accurate, enabling future reference by Owner. C) Store record documents separate from documents used for construction. D) Record information concurrent with construction progress. E) Specifications: Legibly mark and record at each Product section description of actual Products installed, including the following: 1. Manufacturer's name and product model and number. 2.. Product substitutions or alternates utilized. 3. Changes mode by Addenda and modifications. F) Record Documents and Shop Drawings: Legibly mark each Item to record actual construction including: 1. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. 2. Measured locations of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of the work. 3. Field changes of dimension and detail. 4. Details not on original Contract drawings. G) Remove Architect/Engineer title block and seat from all documents. H) Follow close out procedure. ARTICLE 33 - OPERATION AND MAINTENANCE DATA A) Submit (2) two complete sets of operation and maintenance data bound in 8-1/2 x 11 inch text pages, three D side ring binders to Owner within fifteen days after final inspection. B) Prepare r r i rimed title OPERATION AND MAINTENANCE binds Cover with p INSTRUCTIONS", title and address of project, name and address of General Contractor, and date of submittal. C) Internally subdivide the binder contents with permanent page dividers, logically organized as described below; with tab titling clearly printed under reinforced laminated plastic tabs. D) Contents: Prepare a Table of Contents, for each volume, with each Product or system description identified, and specified in order of placement in the binder, typed on white bond paper as follows: 1) Directory, listing names, addresses, and office telephone number and emergency contact telephone number of the General Contractor, all Subcontractors, and major equipment suppliers. 2) Approved shop drawings with an index at the beginning of this section outlining contents. {This section should be separated into trade categories,i.e.: HVAC Plumbing, Electrical, Structural, etc.). 3) Installation and Maintenance Instructions in corresponding order with Section 2 (shop drawings) above, with an index at the beginning of this section. 4) Warranty letters from the General Contractor, subcontractors, and manufacturers. 5) Air balance and water pressure/balance reports. 6) Certificates (including Certificate of Occupancy). ARTICLE 34 - WARRANTIES A) Execute and assemble transferable warranty documents from Subcontractors, suppliers, and manufacturers. B) For items of Work delayed beyond date of Substantial Completion, provide updated submittal within fifteen days after acceptance, listing date of acceptance as start of warranty period. C) Submit prior to final Application for Payment. ARTICLE 35 - SPARE PARTS AND MAINTENANCE MATERIALS A) Provide products, spare parts, maintenance and extra materials in quantities specified in individual specification sections. B) Deliver to Project site and place in location as directed; obtain receipt prior to final payment. SPECIFICATIONS DIVISION I - GENERAL REQUIREMENTS SECTION 01500 - TEMPORARY FACILITIES Requirements of Contract Documents apply to all work under this heading and ore hereby part of this Section. PART I - GENERAL REQUIREMENTS 1-1 TEMPORARY FACILITIES A) }0eg1 jI)a: General Contractor provide at own expense, ern�Tieat to protect work and materials against injury from dampness and cold and to dry out building. Fuel, equipment, and method of heating satisfactory to Architect. Minimum temperature for work 5e degreees Fahrenheit. B) Temporary Utilif€eg: General Contractor orrange for and furnish at own expense all water, gas and electricity to date of occupancy by Owner, Furnish Electricity for light and power during construction period including tamps. Other Contractors using temporary services shall pay for all damages to life, limb or property which result from their use of temporary services. C Provide sanitar conveniences r uired for women rna� some in sanitary condition. , D) Temporary Telephoone and E,ax Service: Provide job telephone, listed with telephone company under the ram of the Gemara{ Contractor. Telephone, portable telephone and fox machine to be installed immediately upon start of construction and maintained for the duration of construction. Owner will orronge for installation of permanent service at the time of occupation of building. Phone to have outside bell or buzzer. E} The Contractor shall provide and maintain a i necessary temporary s oirs, ladders, ramps, platforms, hoists, etc., as required for proper execution of the work, oil of which shall comply with the requirements of oil applicable State and Local Codes. End of Division DIVISION III - CONCRETE SECTI-IN-PLACE CONCRETE 1. REFERENCES: ALL CONCRETE WORK SHALL BE IN ACCORDANCE AND COMPLIANT WITH THE FOLLOWING INDUSTRY STANDARDS A) AMERICAN CONCRETE INSTITUTE (ACI) B) THE AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) 2. STANDARD REFERENCES: THE FOLLOWING STANDARD REFERENCE'S SHALL APPLY TO THE WORK OF THIS SECTION AS INDICATED: A) ASTM C31 METHOD OF MAKING AND CURING CONCRETE COMPRESSIVE AND FLEXURAL TEST SPECIMENS IN THE FEED. B) ASTM C33 SPECIFICATIONS FOR CONCRETE AGGREGATES C) ASTM C94 SPECIFICATIONS FOR READY-iIXED CONCRETE. D) ASTM C150 SPECIFICATIONS FOR PORTLAND CEMENT E) ASTM C309 SPECIFICATIONS FOR LIQUID MEMBRANE COMPOUNDS FOR CURING CONCRETE 3. THE FOLLOWING STANDARD CODES AND RECOMMENDED PRACTICES OF THE AMERICAN CONCRETE INSTITUTE SHALL BE FOLLOWED AND CONSIDERED A PART OF THESE SPECIFICATIONS UNLESS MORE STRINGENT REQUIREMENTS ARE INCLUDED IN THESE SPECIFICATIONS: A) ACI 318-89 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (REVISED 1992) B) ACI 301-96 SPEC FICA71ONS FOR STRUCTURAL CONCRETE FOR BUILDINGS C) ACI 302-89 GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION 3. MATERIALS: x R NOTE: CONTRACTOR TO COORDINATE CONCRETE WITH FLOORING FINISH MANUFACTURER ii PRIOR TO INSTALLATION TO ENSURE COMPLIANCE WITH FINISHES. N A) PORTLAND CEMENT. MEETING ASTM C150, TYPE I, 11, OR Ili. ONLY ONE BRAND OF 09 � CEMENT SHALL BE USED FOR ALL CONCRETE WORK. .I F B) AGGREGATES: i. RR I. CONCRETE AGGREGATES SHALL CONFORM TO THE "STANDARD SPECIFICATIONS I FOR CONCRETE AGGREGATES ASTM 033". 2. FINE AGGREGATES SHALL CONSIST OF A NATURAL SAND OR OF SAND N. PREPARED FROM STONE, WELL GRADED, SOUND AND FREE FROM INJURIOUS E. AMOUNTS OF ORGANIC IMPURITIES. N. 3. COARSE AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL BE COMPOSED OF SOUND, HARD, CRUSHED STONE, OR GRAVEL, FREE FROM ADHERENT COATINGS OR DECOMPOSED PIECES. COARSE AGGREGATE SHALL BE WELL ... GRADED, UNCOATED PARTICLES. 4. COARSE AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL BE LIGHTWEIGHT ° AGGREGATES: MEETING ASTM C330 5. WATER: WATER SHALL BE CLEAN, POTABLE AND FREE FROM DELETERIOUS i AMOUNTS OF ACIDS, ALKALIS, OR ORGANIC MATERIALS. *: 6. GENERAL STRENGTH: ALL CONCRETE, PLAN AND REINFORCED, SHALL z CONFORM TO ACI318.89. ALL CEMENT AND AGGREGATES SHALL BE MEASURED BY WEIGHT AND PROPORTIONED TO PRODUCE A WORKABLE CONCRETE WITH A MINIMUM OF WATER. ". i 7. CONCRETE DESIGN STRENGTH SHALL BE 3500 PSI M N. 8. MIX DESIGNS SHALL BE IN ACCORDANCE WITH SECTION 3.9 OF ACI 301 111 11 9. MIXING: BATCH AND MIX IN ACCORDANCE WITH ASTM 094, EXCEPT WHERE - MORE STRINGENT REQUIREMENTS ARE SPECIFIED. i I i 10. PLACING, I A}. PRIOR TO THE PLACING OF SLABS ON GRADE, THE SUBGRADE SHALL _' BE INSPECTED. THE SUBGRADE SHALL BE MOIST AND COMPLETELY i; CON5tlttDATED AT THE TIME OF GONCREIING, BUT THERE MUST BE 14 W NO FREE WATER STANDING ON THE SUBGRADE NOR SHOULD THERE R BE ANY MUDDY OR SOFT SPOTS WHEN THE CONCRETE IS PLACED. r B) CONCRETE FOR FLOORS SHALL NOT BE MIXED OR PLACED WHEN THE 041 ATMOSPHERIC TEMPERATURE IS LESS THAN 50 DEGREES F. 1 . 11, FINISHING a M A) CONCRETE SLAB CUT OUT REPAIRS SHALL BE 0 F THE SAME DEPTH AND TROWEL FINISH AS ADJACENT CONCRETE FLOOR. , 12. PRiOR TO PATCHING SLAB, SEAL THE OUTER 2 FOOT EDGE OF THE EXISTING SLAB WITH A BOND BREAKER TO PREVENT SLURRY FROM THE SCREEDING PROCESS FROM BONDING TO THE EXISTING SLAB. 13. PROTECT FLOOR SURFACES TO BE LEFT EXPOSED FROM DAMAGE DURING SUBSEQUENT CONSTRUCTION OPERATIONS AND UNTIL STORE OPENING. - PROTECTION INCLUDES, BUT IS NOT LIMITED TO : ri 3 A) DAMAGE FROM IMPACT OR ABRASIONS. 1. B) STAINS DUE TO PAINT OR OVER -SPRAY, RUSTING OF METALS. ETC. I1 a 4 C) GRINDING FROM HARD WHEEL OR MARRING FROM RUBBER TIRES DUE ,. TO CONSTRUCTION TRAFFIC. I Ai D) USE MACHINERY EQUIPPED WITH NON -MARRING TIRES OR PROVIDE TEMPORARY TOPING OF TIRES TO PROTECT FLOOR SURFACE. E) STAINS DUE TO CUTTING OIL, MOTOR OR, HYDRAULIC FLUIDS, ETC., 1. FROM EQUIPMENT. PROVIDE PLASTIC SHEETING BENEATH EQUIPMENT € TO CATCH LEAKS AND SPILLS OF Olt., HYDRAULIC FLUID, ETC, , DISPOSE OF WASTE FLUIDS IN A LEGAL, ENVIRONMENTALLY SAFE ', MANNER OFF THE OWNER'S PROPERTY. R MMAKE NECESSARY REPAIRS TO DAMAGED AREAS, RETURNING TO ORIGINAL � CONDITION, SO AS TO BE SUITABLE FOR SUBSEQUENT OPERATIONS SUCH AS INSTALLATION OF SEALERS, PAINTS, RESILIENT FLOORING, OR OTHER FINISHES AND ACCEPTABLE TO THE OWNER'S REPRESENTATIVE. , M 03450 - SELF -LEVELING. CEMENTITIOUS TOPPING i. u 'I 1. PREPARATION: N A) CONCRETE SUBSTRATE MUST BE CLEAN, DRY AND SOLID; FREE OF ALL WAXES, OILS, . GREASE, ASPHALT, PAINT, LATEX COMPOUNDS OR ANY OTHER CONTAMINANT THAT WOULD ACT AS A BOND BREAKER. B} MECHANICALLY CLEAN AND ROUGHEN SUBSTRATE. REMOVE DUST. ACID ETCHING OR THE USE OF SOLVENTS IN CLEANING OR ROUGHENING THE SUBSTRATE IS NOT PERMITTED. 'a C) FOLLOW THE MANUFACTURER'S RECOMMENDATIONS REGARDING MAXIMUM ALLQWABLE KU SUBSTRATE MOISTURE CONTENT. DO NOT INSTALL TOPPING OR SEALER OVER RE SUBSTRATE WITH EXCESSIVE MOISTURE CONTENT. R D) NOTIFY OWNER AND TOPPING MANUFACTURER'S REPRESENTATIVE IN WRITING OF =K DELERIOUS SUBSTRATE CONDITIONS AND OBTAIN DIRECTION FOR REMEDIATiON OF CONDITION BEFORE PROCEEDING NTH TOPPING WORK. 2. JbB SITE AND ENVIRONMENTAL CONDITIONS SHALL BE THE SAME AS FOR THE IN PLACEMENT OF CAST -IN -PLACE CONCRETE (SEE 03M ABOVE). `� I QUALITY CONTROL: w 12 19 A) APPLICATOR, TOOLS AND MIXING EQUIPMENT SHALL BE APPROVED BY THE MANUFACTURER. €r' _€ B) TOPPING SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 5300 PSi AT 28 DAYS PER ASTM C109/MOD. �. I C) TOPPING SHALL BE WORKABLE AFTER 3 HOURS AND COATABLE AFTER 24 HOURS. 51 N. 4. PRODUCTS: PROVIDE SELF -LEVELING, CEMENTTttOUS TOPPING, PRIMER AND ACCESSORIES AS MANUFACTURED BY ARDEX ENGINEERED CEMENTS, ALiQUIPPA, PA .11 15001. (724) 857-6400. FAX: (724) 857-0150. iiiw P1, A) ,.PRIMER: 'ARDEX P-51" B) TOPPING. "ARDEX K-500" , P. 11 5. THICKNESS OF FINISHED INSTALLATION IS SHOWN ON THE DRAWINGS. STAIN AND �` SEALER SYSTEM IS SPECIFIED BELOW. i„i 6. PROTECT UNFINISHED SURFACE FROM DAMAGE UNTIL STAIN AND SEALER SYSTEM IS it APPLIED. w ws sil P. ._ 3455 -_CONCRETE STAIN AND SEALER SYSTEM 1. STAINING AND COLORING OF CONCRETE TOPPING INCLUDES: A) STAIN B) SEALER G} FLOOR JOINT SEALANT .D), EPDXY COATING PRIMER y EPDXY COATING F) . FINAL CLEAN-UP G) PROTECTION 2. THE CONTRACTOR FOR THIS WORK SHALL BE LICENSED, TRAINED AND TOOLED BY THE MANUFACTURER OF THE DESIGNATED SYSTEMS, AND USE THE MATERIALS OF ONE MANUFACTURER FOR EACH SYSTEM. AT THE REQUEST OF THE ARCHITECT, CONTRACTOR SHALL SUBMIT EVIDENCE OF SUCH COMPETENCE, INCLUDING COLOR PHOTOGRAPHS OF COMPLETED SIMILAR PROJECTS. I THE CONTRACTOR SHALL PROVIDE A FOREMAN OR SUPERVISOR WHO HAS COMPLETED A MINIMUM OF TEN INSTALLATIONS OF HIGH QUALITY. 4, ALL MATERIALS RELATING TO THE PLACEMENT, STAMPING, FORM RELEASING, AND SEALING THE INTEGRALLY COLORED DECORATIVE CONCRETE SHALL BE FROM ONE MANUFACTURER. 5. SPECIFIED MANUFACTURER: A) STAIN: ELITE CRETE SYSTEMS INC. JOHN GROOM 770-616-7093 GREG CHAPMAN MB-323-4445 B) EPDXY COATING: ELITE CRETE SYSTEMS INC. JOHN GROOM 770-616-7093 GREG CHAPMAN 888-323-4445 6. STAN SYSTEM: A) SEE FINISH SCHEDULE 7. EPDXY COATING SYSTEM: A) SEE FINISH SCHEDULE B. PROTECT FINISHED, COLORED CONCRETE FROM DAMAGE. d of Division Nis" is - - �� partners 5887 Glenridge Dr. Suite 325 Atlanta, Georgia 30328 404.497.8800 T 404.497.8839 F innovate@wdpartners.com wdpartners.com Atlanta Bo ston Chicago Columbus Dallas Los Angeles Miami . a . , • . a u s i • ii t t EM 3 BLDG. COMM. 02116/05 ES EM UW Last Lost Saved: P: g aplot 2/16/2005 4:39:50 PM wda739 2/16/2085 2:15:00 PM DIVISION V - METALS SECTION 05001 - DESIGN INFORMATION Requirements of Contract Documents apply to all work under this heading and are hereby part of this Section. PART 1 - GENERAL 1-1 SCOPE A) Provide all labor, materials, service equipment, and transportation required to complete all metal work as shown on Drawings, as specified herein, or as required for a complete project. B) It is not the intent that all items of miscellaneous metal work required for the buildings be described herein. Contractor shall provide all miscellaneous met! not specified elsewhere, which is shown or Implied by the Drawings and/or required for the work, whether described herein or not. SECTION 05400 COLA -FORMED METAL FRAMING PART 1 - PRODUCTS 1-1 MANUFACTURERS A) Incor Plant, Dole Industries (410j 477-4000 Fax: (410) 477-1550 1-8tb0-345-STUD B) Galdbond Building Products (704) 365-7300 C) Approved Equal 1-2 MATERIALS A) All studs and accessories shall be the type, size, gauge and spacing as specified. B) All structural members shot! be designed in accordance with American Iron and Steel Institute (AISI). C) All framing members shall be formed from corrosion-resistont steel, corresponding to the requirements of ASTM A446, with a minimum yield strength of 40 KSI for PCS style studs and 33 KSI for CWS style studs, CWT and UDLT tracks. PART 2 - EXECUTION 2-1 WORKMANSHIP A) Erect per manufacturer's instruction, shop drawings, and as specified herein. B) Handling and lifting of prefabricated panels shall be done in a manner as to not cause distortion In any member. End of Division DIVISION VI - CARPENTRY �.�CTION @600Qt -CARPENTRY Requirements of Contract Documents apply to all work under this heading and are hereby pars of this Section. PART 1 - GENERAL REQUIREMENTS 1-1 SCOPE A) Provide ail lobar, materials, equipment, services and transportation required to complete all carpentry work indicated on the Drawings, and as specified herein. B) Installation, joinery, sizes, types of finish, spacing of nailers and furring strips, shall be done in accordance with the details on the Drawings for the specific areas involved in accordance with the listed standards as approved by the Architect. C) All carpenters work and materials not specified elsewhere; but, which ore Implied by the Drawings and/or required for the work, shall be furnished under this Section, whether or not specifically described herein. 1-2 STORAGE AND PROTECTION A) All materials when delivered to the site shall be piled and stored to Insure proper ventilation and protection from the elements. No kiln - dried materlai shall be placed In the building until the building is sufficiently dry. B) Interior finish shall not be stored or installed in the building until after concrete, masonry, plaster work have been completed. The temperature of the building must be maintained at no less than 60' F. 1-3 GENERAL A) Erect temrrary railingqs, centering, ladders, planking, etc., for protection of complete or partially complete work. B) Install wood doors, hang H.M. doors, install rough and finish hardware. C) Cooperate with all Contractors and other trades with which work comes in contact. D) Furnish all materials in time to avoid delays, allowing time to back - prime all exterior material. 1-5 WORK UNDER OTHER DIVISIONS A) Concrete and Form Work, Section 03000. PART 2 - PRODUCTS 2-1 MATERIALS A) Provide new lumber beoring grade and trademark of Association under whose rules It Is produced, except reused lumber allowed for temporary structures, shoring and barricades, if equal to quality of lumber specified. B) Lumber and finished woodwork throughout shall be of sound stock, thorough!y seasoned, kiln -dried to a moisture content not exceeding 19% for framing and 12% for finish. C) Wood that is to be finished or pointed shall be free from defects or blemishes on all surfaces exposed to view. Any material which is in anyway defective and not up to Specifications for quality and grade, or otherwise not in roper condition, shall be rejected. Rough lumber shall be dressed four ip4) sides, air-dried, well -seasoned, sound and free from splits, cracks, shakes, and wanes, loose or unsound knots, and decay. M RR&E!R&KA'N51NW(;ST(;EU"UL'!US, "IS SECTION SHALL BE UaED D) • Shall be pressure- rea e w re -re ar an c ern ca s o have a flames read rotorg of not mare than 25 UL ra#in certifying compliance to the UL Last 723). Each piece of wood shaii bear a UL label certifyin b F min lumber gglockin compliance #o the UL test or rating noted ra i g , and furrin shaii be kiln -dried after treatment #o a moisture contenf of mat morehan 19yq and plywood to no# mare than 15%. PIywood to be treated is to be CDX with exterior glue, The foiiowing rna ba bid as alternate: Driaon by Kappars Co„ tic., ar Hamaproof 1HCy Osmose Wood Preserving Co. of America, Inc. Treatment must be non -blooming." Any framing plates installed on concrete shall be CCA treated to insure against premature decay. E) E!I=ood god , heothina: 1) Interior: AB INT DFBA Douglas Fir. F) Furnish rough hardware and miscellaneous hardware require to construct building, except that specified under Hardware Section, or specifically called for in other Sections of Specifications, or on Drawings. G) interior Finish: see drawings 3-1 ROUGH CARPENTRY A) Provide all necessary wood framing, blocking, nailing strips, furringg strips, nailing inserts, grounds, centers for masonry, rough door buoks, and usual items of simlior nature as required, to frame -out and to n ra properly Install he wa of all trades as Indicate . Nailing secure adp pe y s t � d g shall be In accordance with HHFA Technique of house Nailing , or as otherwise approved by the Architect. B) Provide and set all anchor bolts, log screws, hangers and related items required for the proper securing of the milers and 61ockin to steel, concrete and other work, except where specified in other Sections. C) Furnish and install all rough hardware such as nails, bolts, and fasteners as required b the work of this Section. All rough hardware shall be hot dip galvanized, except nails used at concealed Interior locations may be bright. 3-2 FINISH CARPENTRY A) Finish work shall be dressed and sanded, free from machine and tool marks, abrasions, raised grain, and ot her defects on surfaces exposed to ! m to or exceed the view. Construction and workmanship steal confer , , requirements of AM Custom Grade Quality Standards. Where conflicts occur between AN Standards and this Specification, the more stringent requirements shall govern in each case. B) Joints shall be tight and so formed as to conceal shrinkage. C) Interior finish trim shall be in as Iong lengths as practical, shall be spliced onlywhere necessary, and only when a proved by the Owner Representative. All such splices shall be beveled and jointed where solid fastenings can be made. D) Ail nail heads In finished work shall be sunk 111V with a nail set. Filled with wood putty to match. E) Panels and siding shall be so secured as to prevent checks or warps. Woodwork shall be properly framed, closely fitted, and accurately set to the required lines and levels and shall be rigidly secured in place. F) Wherever nailing or other fastening to concrete is done, care shall be taken to protect conduit embedded In the slab. Inserts and anchor bolts shall be placed before concrete Is poured. 3-3 FINISH HARDWARE A) Finish hardware will be furnished under Hardware Sections and shall be received, checked, stored, and installed under this Section, expect as otherwise indicated. B) Hardware shall be installed by skilled mechanics and shall be accurately fitted and adjusted. Install door pulls, latch sets, lock sets, etc., at height above floor directed by the Architect. Keep knobs covered with heavy cloth and protect all hardware against damage until final acceptance of the building by the Owner. All keys shalt be properly togged, indexed, and turned over to the Owner at the conclusion of work. See Finish Hardware Section for additional material and installation requirements. All finish hardware, except where specifically Indicated otherwise, shall be installed under this Section, Carpentry. Test locks, tighten knobs, make necessary adjustments to leave hardware in perfect working condition. C) Bolt door closers with proper size fasteners. 3-4 CLEAN-UP A) At completion of each days work, adequately clean up debris, to avoid unsafe conditions. B) Upon completion of work, thoroughly clean up debris and dispose of some off site, or in containers as directed by General Contractor. 1. FRP panel: 48" wide, 3/32" thickness, Almond, unless noted otherwise. Approved Manufacturers: a. Kemiite b. Marlite 2. FRP Accessories a, All moldings, trim, adhesive and other accessories shall be as manufactured and recommended by the some manufacturer as panels. 3. Sealant a. One part Silicone Rubber, ASTM C920 and FS TT-S-001543A, FDA approved, or as recommended by FRP manufacturer. b. Color: Clear to translucent 4. Install panels over water resistant drywall in strict accordance with manufacturers recommendations, using non-flammoble adhesive (101Y. coverage). a. Drywall must be installed (and all 'pints taped) floor to oiling to provide a good bondable surface to accept installation of FRP panels. 5. Discard units of material which ore unsound, warped, bowed, twisted, improperly treated, or too small to fabricate, work with minimum of joints or optimum jointing arrangements, or which are of defective manufacture with respect to surfaces, sizes, or patterns. 6. Scribe and cut work to fit adjoining work. a. Caulk all joints and ail mouldings with silicone sealant, b. Panels to be applied to the wall with the 48" dimension horizontal, and in lengths to extend from base to ceiling with no Intermediate horizontal joints. c. Install the work plumb, level, true and straight with no distortions. Shim as required using concealed shims. Install to a tolerance of 1/8' In N-0" for plumb and level, and with 1/16" maximum offset in flush adjoining surfaces. End of division 9 6 .. 0 --- SECTION 07200 -BUILDING INSULATION PART 1 - GENERAL REQUIREMENTS 1.01 SUMMARY A. This section Includes provisions and procedures governing the furnishing and Installation of building insulation Including, but not limited to, the following: 1, Concealed building insulation in bott form. 1,02 DEFINITIONS A) Thermal Resistivity. Where the thermal resistivity of Insulation products are designated by "r-values," they represent the reciprocal of thermal conductivity (k-values). Thermal conductivity is the rate of heat flow through a homogenous material exactly 1 inch thick. Thermal resistance is expressed by the temperatun difference in degrees f between the two exposed faces required to cause one BTUs to flow through one square foot per hour at mean temperatures indicated. 1.03 SUBMITTALS A) Product data for each type of insulation product specified. 1.04 QUALITY ASSURANCE A) Provide insulation materials identical to those whose indicated fire performance characteristics have been determined per the astm test method indicated below, by UL or other testing and inspecting organizations acceptable to authorities having jurisdiction, Identify products with appropriate markings of applicable testing and inspecting organization. 1. Surface burning characteristic. astir a 84. 2. Fire resistance ratings: ostm a 119. 3. Combustion characteristics: astm a 136. B) Obtain each type of building insulation from a single source with resources to provide products of consistent quality in appearance and physical properties without delaying progress of the work. PART 2 - PRODUCTS 2.01 INSULATING MATERIALS, GENERAL A) Provide insulating materials that comply with specified requirements and with referenced standards. B) Preformed units: sizes to fit applications indicated, selected from manufacturer's standard thicknesses, widths, and lengths, C) Faced mineral fiber blanket f bott insulation: thermal insulation produced by combining mineral fibers of type described below with thermosetting resins to comply with astm c 665 for type In, class a (blankets with reflective vapor-retorder membrane facing with flame spread of 25 or less); foll-scrim-kraft (concealed areas) foil -scrim - Polyethylene (exposed areas) vapor -retarder membrane on one face, and as follows: 1. Mineral fiber type: fibers manufactured from gloss or slag. 2. Surface burning characteristics: maximum flame spread and smoke developed values of 25 and 50, respectively. 3 R13 minumum 2) MANUFACTURER'S STANDARD SIZES. 2.02 PRODUCTS A) Glassfiber Insulation: subject to compliance marequirements, Provide insulation products of one of the following manufacturers. 1. Certain teed oorp. 2. Knouf fiber glass gmbh. 3. Schuller international, inc. building insulation division. 4. Owens/coming fiberglass Corp. 2.03 ACCESSORIES 1. Caulking compound material approved by manufacturer of safing insulation for sealing joint between foil backing of safing insulation and edge of concrete floor slab against penetration of smoke, 2.04 VAPOR RETARDERS A) Polyethylene vapor retarder: astm d 4397, 6.0 mils thick, with a maximum permeance rating of 0.13 perms. B) Tape for vapor retarder: pressure sensitive tape of type recommended by vapor retarder manufacturer for sealing joints and penetrations in vapor retarder. part 3 - EXECUTION 3.01 EXAMINATION A) Examine substrates and conditions with installer present, for compliance with requirements of the sections in which substrates and related work ore specified and to determine if other conditions affecting performance of insulation are satisfactory. do not proceed with installation of insulation until unsatisfactory conditions have been corrected. 3.02 PREPARATION A) Clean substrates of substances harmful to insulations or vapor retarders, including removal of projections that might puncture vapor retarders. 3.03 INSTALLATION, GENERAL A) Comply with Insulation manufacturer's instructions applicable to products and application indicated. If printed instructions ore not available or do not apply to project conditions, consult manufacturer's technical representative for specific recommendations before proceeding with installation of insulation. B) Extend insulation full thickness as indicated to envelop entire area to be insulated. Cut and fit tightly around obstructions, and fit voids with insulation. Remove projections that interfere with placement. C) Apply a single layer of insulation of required thickness, unless otherwise shown or required to make up total thickness• 3.04 INSTALLATION OF VAPOR RETARDERS A} General: extend vapor retarder to extremities of areas to be protected from vapor transmission. Secure in place with adhesives or other anchorage system as indicated. extend vapor retarder to cover miscellaneous voids In insulated substrates, including those filled with loose fiber insulation. B) Seat overtopping joints in vapor retarders with adhesives or tape per vapor retarder manufacturers printed directions. Seal butt joints and fastener penetrations with tape of type recommended by vapor retarder manufacturer. Locate all joints over framing members or other solid substrates. C) Firmly attach vapor retarders to substrates with mechanical fasteners or adhesives as recommended by vapor retarder manufacturer. D) Seal joints caused by pipes, conduits, electrical boxes, and similar items penetrating vapor retarders with tape of type recommended by vapor retarder manufacturer to create an airtight seal between penetrating objects and vapor retarder. E) Repair any tears or punctures in vapor retarders immediately before concealment by other wotik. Coves with tape or another layer of vapor retarder. 3.05 PROTECTION A) Protect installed Insulation and vapor retarders from damage due to harmful weather exposures, physical obuse, and other causes. Provide temporary coverings or enclosures where insulation will be subject to abuse and cannot be concealed and protected by permanent construction immediately after installation. SECTION 07900 CAULKING Requirements of Contract Documents apply to ail work under this heading and ore hereby part of this Section. PART 1 GENERAL 1-1 WORK INCLUDED A) Provide all labor, materials, equipment, services and transportation required to complete caulking and sealant work indicated on Drawings and as specified herein. B) All caulking is to be performed by a professional caulking contractor. C) In all applications, strictly follow sealant manufacturer's instructions regarding surface preparation, priming, and application procedures. 1-2 RELATED WORK A) Colors, As specified on drawings or to match adjacent surfaces. B) I'll For all caulking shall be as recommended by sealant menu acturer. C) op rolZmat Iy 30%ciompressionalnstaliec� using polyurethane untreated. D) Use roper materials specified above for each loco#lion and use regardless Of whether Drawings call for Caulking or Sealant . E) corrodenmetal shall ir haveiinjuriousideffectsgondpoint that will stain masonry, PART 2 PRODUCTS 2-1 JOINT COMPOUNDS A) two -port as omen c polyurethane sealant, meeting ASTM C 920, Type M, Grade P, Class A, as manufactured by Sonneborn Building Products. B) • EPOLITH P, two - par solids epoxy n er w a ensile strength of 655 psi and Shore A hardness of 85, as manufactured by Sonneborn Building Products. C) Above -grade interior :joints: SONOLASTIC NP 1, single component po a aria gun-gra e, non -sag sealant meeting ASTM D 412 with a ensile strength of 200 psi, and an ultimate elongation of 10007., as manufactured by Sonnebom Building Products. D) l !Wn-gEgop 1$tprjgl; gpd interior joints,su�jeprt toxwotef iego3ersion: . a total or ow7o joint movement, as E Interior joint perimeters of both fixtures: as in sinks urinals stools, woterlosets, basins, and vanities - SONOLAZ, acrylic latex caulk, as manufactured by Sonneborn Building Products. F} • Synthetic resin base (ButW compound per requirements o . Government Specification T'S-001657, as manufactured by Sonnebom Chemical and Refining Corporation or equal. 2-2 ACCESSORIES A) Bocker-rod to be SONOFOAM as menuF a �jlr s� cturea by Sonnebom Building Products. B} - - O 0 EX F, as manufactured by Sonneborn Building Products. PART 3 EXECUTION 3-1 APPLICATION AND WORKMANSHIP A) Joints and spaces to be caulked shall be clean, dry, and free of dust. Clean metal surfaces with solvent to remove oll surface oils. B) All exterior joints shall be backed with joint backing maternal to eliminate bock bond. Where width of exterior joint is 1/2 or less, prepare �` Int so depth of caulkingbead is appr YImotely equal to its width. Where width of exterior joint exceeds 1 f2 repace joint so depth of caulking bead is approximately equal to i%2 Its width. C) Backing of inter! r joints will not be required, except where depth of joint exceeds 3 4". In such cases, fill with joint backing material to approximately 3f4" from surface. D) Caulking compounds shall generally be applied by means of a hand gun. Exercise extreme care to prevent smearing of ad cent surfaces. Use sufficient pressure to fill all voids and joints solidly. Where required by manufacturer's instructions, heat sealant to recommended temperature before application. E Caulk Joints before final coat of point Is applied to adjacent surfaces. F) Saddles or thresholds of all types of exterior doors shall "be set in a full bed of exterior sealant compound not less than 3/8 thick. Clean off excess compound after installing. At Contractor's option, a polyisobutylene sealant by some manufacturer may be used at thresholds. G) Form joints concave, unless otherwise directed. Do not "thumb". H) Do not adulterate or thin compounds. Deliver in manufacturer's labeled containers, unopened. J) Do not caulk normal drainage points and weep holes. 3-2 CLEAN UP A) Remove excess caulking compound and sealant and leave surfaces neat, smooth and clean without smears on surrounding work. Tool joints where recommended by manufacturer or required by Owner Representative. WIMMUNIMM of DIVISION Vlll -DOORS, WiNDOWs &GLASS SECTION 08100 - METAL DOORS AND FRAMES Requirements of Contract Documents apply to all work under this heading and are hereby part of this Section. PART 1 - GENERAL 1-1 SCOPE Provide oil labor, materials, equipment, services, and transportation required to complete all hollow metal door as shown on the Drawings as specified herein. 1-2 STANDARDS A) All doors and frames shall be constructed in accordance with Underwriter's Standards and the requirements of the local Building Code for each class of opening. B) Where noted on Drawings, doors and frames shall be "A", "B", or "C" label construction. Provide U.L. labels where indicated or required. Apply labels on hinge jamb of doors. PART 2 - PRODUCTS 2-1 MANUFACTURERS A) Hollow Met9I Doors: Model L-16 Flush Steel Door, by the Steelcraft gnu ac uring Go., or equivalent by Fenestro, Truscon Ceco, Richmond, or Williamsburg. Comply with label requirements per (irowings. B) At- Metal Frames: Model F-16 formed steel frames, profile per Drawings, by the Steelcraft Manufacturing Co., Cincinnati, Ohio, or equivalent by Fenestra, Truscon, Ceco, or Williamsburg. Comply with label requirements on Drawings. 2-2 FABRICATION A) Hollow Metal Doors: 1) Tops and bottoms of doors shall be reinforced with continuous channels spot-welded to both sheets. Reinforce edges and finish flush. Tops of exterior doors shall be finished flush to prevent accumulation of moisture. 2) All exposed joints shall be welded and weld marks shall be ground smooth, leavin no visible trace of the Joints. Finished surfaces steal! be smoot� and entirely tee from buckles or other imperfection. 3) Provide all other necessary and proper reinforcing for panic devices, locksets, closers, butts and all other hardware. Reinforcing plotes for butts, locks, and closers shall be at least as thick as the diameter of screws used for securing hardware. Reinforcing plates for butts shall be securely welded to channel stile. A. Exterior hollow metal doors shall hove polystyrene foam core, total Insulation value of R-11 minimum, as measured In accordance with ASTM-C236. B) Hollow Metal Frames: 1) Steel frames shall be of cold -rolled and annealed steel, formed to profiles as shown. Except as otherwise indicated, exterior frames shall be 16 Gauge. 2) Except as otherwise indicated, corners of frames shall be fully 'aided together with outside comers mitered and with all welds ground smooth on exposed surfaces. 3) Door frames shall be mortised and provided with reinforcement for ail hardware including door checks and closers. Reinforcement plates shall be at least as thick as diameter of screws used for securing hardware. Frames will be rejected if plates do not comply with this requirement. Plates shall be offset so that faces of butts ore securely welded in place at factory and topped for oil screws. Provided strike plate reinforcing spot-welded to jambs and steel cover boxes in back of all hordware cut-outs. 4) Coordinate work with Hardware Supplier for templates, sizes of butts, door closers, etc., and sizes and diameters, and locations of screws used to secure hardware. 5) Frames shall have adjustable base anchors (for floor finish thickness and shall rest on concrete slabs, have temporary bottom spreader bars and be secured with concealed clip - angles and wall anchors as specified hereinofter. C) Frame Anchors: 1) Door frames shall have not less than three (3) wall anchors and one (1) adjustable clip -angle type floor anchor per jamb. 2) Wall anchors: 16 Go. lock In stud anchors. D) Finish: Steel doors and frames shall be thoroughly cleaned after assembly, and shop pointed with rust -inhibitive primer oven -baked after application. Shop finish shall be suitable and ready to receive finish coats at job. PART 3 - EXECUTION 3-1 INSTALLATION A) All work shall be accurately set to established lines and grades and rigidly fastened to the construction of the building. Work shall be erected plumb and true and shall be braced duringconstruction and until there is no danger of movement. B) Work shall be accurately fabricated, assembled, and fitted and shall be free from defects and maladjustment affecting appearance and proper .operation. Install steel reinforcing channels where required. C) Effectively insulate dissimilar metals and materials where necessary to prevent corrosion by electrolytic action or other causes. 3-2 PROTECTION AND CLEAN UP A) After erection, work under this Section shall be properly cleaned and protected as necessary under various working conditions to avoid damage of any nature. B) An damage shall be replaced and parts replaced, including repairs to adfacent work damaged in connection with work of this Section. * +/: ry€i •M% MINAi&*-WI ZIPA1141111ii Requirements of Contract Documents apply to all work under this heading and are hereby part of this Section. PART 1 - GENERAL 1-1 SCOPE A) Provide all labor, materials, equipment, services, and transportation required to complete oil woad door and window work as shown on the drawings and as specified herein. PART 2 - PRODUCTS 2-1 MANUFACTURERS A) Wood Doors: 1 3/4" solid wood doors. Finish per Finish Schedule PART 3 - EXECUTION 3-1 PROTECTION OF MATERIALS A Doors and windows shall be property packaged by manufacturer and protected during shipment. B) Doors and windows shall not be delivered to the job site until the building has thoroughly dried out. Doors shall be stored flat In a dry area until Installation. C) Wood doors shall be sealed at ail edges and sides prior to arrival to job site and immediately after fitting to door frames. 3-2 DOOR INSTALLATION A) Finish hardware will be furnished under FINISH HARDWARE Section; but, shall be installed under this Section, WOOD DOORS. B) Obtain from Finish Hardware supplier ail required hardware schedules, templates and hardware samples to pen -nit correct installation of hardware. C) Notify Owner, in writing, of all adverse conditions at any door ooppenings, or in any building operation that may in anywoy negatively affect the installation of any door. Failure to do so short be considered acceptance of surrounding conditions and building operations. Repair or replace any defective door installation resulting from such unreported adverse conditions. 3-4 INSULA71ON INSTALLATION A} Completely fill all gaps and crevices between door and window frames and existing openings. Place insulation per the manufacturer's printed installation procedures. After curing time, carefully cut off excess foam flush with adjacent materials and frame edges. Do to fill complete depth of opening, but only width. B) Exercise care to prevent expansion pressure of foam from buckling or damaging door frames. Clean any over spray with recommended solvent prior to curing. 3-5 ADJUST AND CLEAN A) Adjust hardware as required for ease of operation and to function properly, without binding, and to provide tight fit at contact points and weatherstripping. B) Remove and replace all work showing any defects or blemishes without additional expense to the Owner. C) Touch up all places showing abrasion of finish with some paint as applied at factory. D) Clean doors and windows, glazing and hardware of all dirt and smudges using the manufacturer's recommended cleaning methods and materials. Clean all frames, inside and out, promptly after erection and installation. Remove excess glazing and joint sealant, dirt, and other substances from all unit surfaces. E} Remove labels, visible markings, and protective coatings when completion of construction activities no longer requires their retention. F) Protect the window and door units and their components with suitable materials prior to cleaning the building surface. 3-6 SCHEDULES A) See Drawings for locations and details for each system specified. SECTION 08410 - ALUMINUM ENTRANCES AND STOREFRONTS 1. Materials: a. Manufacturer: To match existing building aluminum storefront b. Storefront Framing: Match existing, Flush glazed, when required, for one -inch glaze, extruded aluminum having properties of 6063-175 alloy. c. Doors: Narrow Stile Doors, for one -inch glaze, extruded aluminum having properties of 6063-T5 alloy. d. Hardware: Scheduled on the drawings. e. Finish: Architectural Class I Anodic Coating, color to match existing storefront. 2. Install true to line, plumb, level, square, and in proper planes with other work; free from sags, waves, buckles, or other objectionable defects. Anchorage to resist, safety, stresses to which the work shalt normally be subjected. Storefront system to be caulked to abutting surfaces. SECTION 08600 - GLASS AND GLAZING Requirements of Contract Documents apply to all w , n` is heading and are hereby part of this Section. 11 PART 1 - GENERAL 1-1 SCOPE (If specified on drawings) „' Provide all labor, materials, equipment, ser I.." d tr ortation required to complete all glass and o quir on the Drawings and as specified herein. 1-2 STANDARDS A) All products or use of soma and -his shall conform to the following standards: Fad al Spec I and DO-G 001403 (Safety Glass), Federal S aril (16-1201), FGMA, and TSR-104D by PPG Inc., Technical Se Report. 1-3 QUALITY AND LABELING A) Each piece of s shall bear the manufacturer's label showing the strength, gr thickness, t e, and quality of the gloss. All labels shall remai lace until tie glass has been installed and inspected by Owner B) All rn Is shall ee from defects impairing strength, durability, an ce, an all be shipped in unbroken containers clearly ed wi ame and type of product. All lass shall be free from b le hi and other defects. All lass from new stock. b s, pad s, c Ps, g SoierPor esponsibility for Glass: To insure consistent quality of performance, provide materials produced by a single source fabricator for each type and condition of gloss required. PART 2.- PRODUCTS 2-1 GENERAL '_?,1 �_> A) Primary Glass Standard: Provide primary glass w ' co 'es `"' TM C 1036 requirements, including those indicated of eta `" e, class, quality and, If applicable, form, finish, mesh d B) Sizes: fabricate glass to size required fo ozin e " dicated with edge clearances and tolerances c c mendotions of glass manufacturer. Provide thickness indi tsd .; net herwise indicated, as recommended by glass manufaotu -4. a I€c n indicated. 2-2 MATERIALS , ., : < A) Clegr ,Eloot Glass: Type I (tronsp gla at), class 1 (clear), quality q3 (glazing select). B) Zgmpered Gloss: S .. be 1/4" HERCULITE clear float glass In doors, and where ed on Drawings and to conform to the new U,S. CPSC Standard 16CFR 1/02, and shall bear permanent labeling as required by code authority. C) General: P. re as ed units consisting of organically seated s o ss enc sing a hermetically sealed dehydrated air space and co lying wi STM E 774 for performance classification indicated as wet as A other quirements specified for glass characteristics, air s ,ing sys . , sealant, spacer material, carrier design and desiccant. 1) r `I of individual glass panes making up units, refer to product 11 ants specified elsewhere in this section applicable to types, classes, , d conditions of glass products indicated. E) Glazing Tape: Those designed for intended purpose. Tremco, Pecoro, Dow Chemical, Soppebom and G.E. PART 3 - EXECUTION 3-1 INSTALLATION A) lfttall glass per manufacturer's recommendations. B) Do not begin glazing until all cleaning and repair of surfaces has been completed, and temperature is above 40' F. 11 C) Follow "Surround Preparation" instructions of FGMA Glazing Manual. Thoroughly clean glazing surface of glass and sash or frame. D) All gloss shall be clean cut at top to fit openings allowing ' d clearance. :;� E) Tempered safety glazing required in windows and doo oted a rat F) Apply glazing tape, silicone bead, and other mate in st accordance with manufacturers printed recomm . tia 11 3-2 PROTECTION A) Protect all gloss until acceptance of but. g B) All glass shall be examined on a bi t s€ d . g the uarontee period to detect any formation of s ' g a d o ching. a staining or etching is noticeable, notify Archite y for determination of proper remedial pprocedure raster, tar; paint spatter, or any other coating shaft be remove " :;mediate" ;. fter contact, and shall not be permitted to collect or rer `' n glee ?:"urfaces. 3-3 BUILDING CLEAN U D GLASS CLEANING A) Remove all lab ess glazing compounds, stains, and spots from glass completion g ` B) Remove sh an is from the site at the end of each days work. ound s ` are and stains from adjacent surfaces as the work Ipresses. C) A ,th mpletion:<,, f the entire job, all glass surfaces shall be t ' : u clean and washed by professional window cleaners. D In P rlor of building shall be cleaned and all debris removed over of restaurant to Owner. E) the morning of restaurant equipment delivery date, the building shall b`" I.,` swept clean condition with all unused building materials and tools re ed from building. SECTION 08?�0 -HARDWARE Re uirements of Contract Documents to all work under this heading and are hereby part of this Section. PART 1 -GENERAL 1-1 WORK INCLUDED A) Provide hardware to meet all local codes. B) Construct hardware to fit details as furnished. Where required, apply flush bolts to edge of doors. C) Furnish hardware to template and with machine screws for use with steel frames. Supply all necessary template information to the various manufacturers. D) ShWd items of hardware not definitely specified be required for completion of the work, furnish such items of type and quality suitable to the service and function required and comparable to adjacent hardware. 1-2 K6YING A) Locks are to be keyed to existing Schloge grand master key system. B) General Contractor to provide temporary construction cores. 1-3 PACKAGING AND MARKING A) Package each item of hardware and each lack set separately in individual containers, complete with necessary screws, keys, instructions and Installation template for spotting mortising toots. B) Provide (10) additional screws of ali types of hardware. Mark each container with item number corresponding to the number shown on Contractor Hardware schedule. C) Keep knobs suitably covered during construction period. 1-4 MSTRUCTIONS AND TOOLS A) At the completion of the project, provide the Owner with the fallowing: 1) Instruction sheets for all locks, door closers, floor hinges, and any other special hardware items. 2) All special closer and lock wrenches. PART 2 -PRODUCTS 2-1 MANUFACTURERS A) Unless otherwise specified, hardware numbers are taken from the catalogs Of. Hagar Van Duprin `olage Stanley Rockwood Rockwood & McKinney National Guard Ives 2-2 HARDWARE FINISHES A) Finish, Provide oil hardware as noted on sheet A5. B) Finish .�F�gm Schloge design and functions as scheduled. n sa a rubbed antique brass bronze as scheduled, C) Hsa3#s:- Finish as scheduled. D) Caosers: Finish as scheduled. E) Push Plates and Pulls: Finish as scheduled. F) Thresholds: As scheduled, G) Etbber Silencers: Furnish silencers as required for door frames. PART 3 - EXECUTION 3-1 INSTALLATION A) Provide construction hardware as required until just prior to opening. At that time, install finish hardware. Keys to fnish hardware are not to be given out to anyone without permission of Owner. B) Installation of finish hardware and the furnishing of rough hardware Included under "Carpentry and Millwork" and per manufacturer s repommendotion. C) At the completion of work, clean all hardware and replace damaged or broken ports and leave In perfect working order. 3-2 HARDWARE SCHEDULE A) Submit complete schedule to Owner for approval before order is placed, B) • Schedules shall be prepared by a member ..in good standing of the American Society of Architectural Hardware Consultants, and he , shall be a full time employee of the successful hardware contractor. A 5887 Glenridge Dr. Suite 325 Atlanta, Georgia 30328 404.497.8800 T 404.497.8839 F innovate@wdpartners.com wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami r -0• , f . i .,, . an 4. .w y ■ ei A 3 2f 16105 BLDG. COMM. 02/16/05 ■ 0 UJ a V) mi 9 IMM UJ � Last Plotted: \1AT-DC-OJ\Productio Lost Saved: P. Ana\,ArchEng g aplot 2/16/2005 4.40.03 PM WON 2/16/206 221:42 PM B) Hollow Metal Frames: 1) Steel frames shall be of cold -roiled and annealed steel, formed to profiles as shown. Except as otherwise Indicated, exterior frames shall be 16 Gouge. 2) Except as otherwise indicated, comers of frames shall be full welded together with outside comers mitered and with all welds ground smooth on exposed surfaces. 3) Door frames shall be mortised and provided with reinforcement for all hardware including door checks and closers. Reinforcement plates shall be at least as thick as diameter of screws used for securing hardware. Frames will be rejected if plates do not comply with this requirement. Plates shall be offset so that faces of butts are securely welded in place at factory and topped for all screws. Provided strike plate reinforcing spot-welded to jambs and steel cover boxes in back of all hardware cut-outs. 4) Coordinate work with Hardware Supplier for templates, sizes of butts, door closers, etc., and sizes and diameters, and locations of screws used to secure hardware. 5) Frames shall have adjustable base anchors (for floor finish thickness) and shall rest on concrete slabs, have temporary bottom spreader bars and be secured with concealed clip - angles and wall anchors as specified hereinafter. C) Frame Anchors: 1) Door frames shall have not less than three (3) wall anchors and one (1) adjustable clip angle type floor anchor per jamb. 2) Wall anchors. 16 Go. lock in stud anchors. D) Finish: Steel doors and frames shall be thoroughly cleaned otter assembly, and shop pointed with rust -inhibitive primer oven-boked after application. Shop finish shall be suitable and ready to receive finish coats at job. PART 3 - EXECUTION 3-1 INSTALLATION A) All work shall be accurately set to established lines and grades and rigidly fastened to the construction of the building. Work shall be erects plumb n n shall braced during construction and until d p u and true and a be ace u ng there is no danger of movement. B) Work shall be accurately fabricated, assembled, and fitted and shall be free from defects and maladjustment affecting appearance and proper operation. Install steel reinforcing channels where required. C) Effectively insulate dissimilar metals and materials where necessary to prevent corrosion by electrolytic action or other causes. 3-2 PROTECTION AND CLEAN UP A) After erection, work under this Section shall be properly cleaned and protected as necessary under vorious working conditions to avoid damage of any nature, B) Any damage shall be replaced and parts replaced, including repairs to adaacent work damaged in connection with work of this Section. DIVISION IX FINISHES SECTION 09250 GYPSUM BOARD Requirements of Contract Documents apply to all work under this heading and are hereby part of this Section. PART 1 GENERAL 1-1 SCOPE Provide ail labor, materials, equipment, services, and transportation required to complete all gypsum board construction indicated on the Drawings as specified herein. 1-2 DELIVERY, STORAGE, AND PROTECTION A) All materials shall be delivered to site In original packages or containers bearing manufacturer's brand name and type of material. B) Store gypsum board horizontally and above ground or slab. Protect board and all materials from damage by moisture, weather and all other causes. 1-3 STAGING AND SCAFFOLDING A) Provide and maintain all necessary staging, scaffolding, platforms, and planks. B) Scaffolding shall be in conformity with all applicable codes, rules, regulations, and ordinances and shall be maintained in such a manner as not to interfere with work of other trades. PART 2 PRODUCTS 2-1 MANUFACTURERS A) In general, all materials shall be the product of one (1) manufacturer. Products of different manufacturers may be used only after approval by the Architect or Owner. B) Accessories, ,pint treatment materials, adhesives, fasteners, shall be manufacturedbyor approved by the maker of the wallboard. C) All materials shall be as manufactured by. 1. National Gypsum Company, Buffalo, New York 2. U.S. Gypsum Company, Chicago, Illinois 3. Georgia-Pacific, Atlanta, Georgia 4. Or approved equal manufacturer. 2-2 MATERIAL A) gymig 24rd:. Unless otherwise indicated, all wallboard shall be thick, tapered edge boards, 48" wide, conforming to ASTM C36. B) ' Including, but, not limited to: Mastic, comer beads, Cos ea s, annular ring nails, bugle head screws, metal furring channels, etc., by wallboord manufacturer. C) Treatment Materials. Including, but, not limited to: all purpose joint compound, joint tape, etc., by wallboard manufacturer. D} onnurt}l • 1 1/e channels wired 4'-O" o.c., with attachment ca per manufacturer's recommendations. Suspension system used only and where indicated on Drawings. SECTION 09310 - TILE FLOORS AND BASE Re uirements of Contract Documents apply to all work under this heading and are hereby made part of the Section. PART 1 - GENERAL A) RELATED DOCUMENTS • The general provisions of the contract, to the work specifi including general conditions and general requirements, apply led in this section. B) This section covers all locations indicated in the finish schedule to receive tile. C) Furnish all labor, materials and equipment necessary to complete the installation of the in accordance with the Tile Council of America method F-112-93 or F-113--93 for interior floor installation, Floor installation shall be frost, weather and shock resistant as specified herein and where Indicated in the drawings. General contractor shah provide a one year warranty on all workmanship and materials. PART 2 - PRODUCTS A) Refer to sheet A5 PART 3 - EXECUTION A. Handle and store oil tiles, grouts, mortars, and materials to avoid chipping, breakage or the intrusion of any foreign matter with strict compliance to manufacturer's instructions. B. Prior to commencing the Installation, the contractor shall examine the areas to be covered and advise the General Contractor and Owner of any existing conditions or surface contamination which will require correction before the work commences. C. Before starting, surface to be covered shall be cleaned to remove soil, mortar, etc. Dry or dusty concrete or masonry surfaces shall be wet down or washed with excess water removed Just prior to the application of tiles. D. INSTALLATION BY TILE COUNCIL OF AMERICA METHOD F-113 Cement Mortar, F113 Bonded E. Installation and workmanship for ceramic tile shall conform to American Notional Standard Specification A108.5 "Installation of Ceramic Tile with Latex -Portland Cement Mortar". F. Installation and workmonship for grout in tilework shall conform to American Notional Standard Specification A108.10 and A108.6 "Installation of Grout In Tilework". G. Installation of Expansion Joints shall be installed for quarry tile as indicated on the plans. Concrete slab shall be kept clean and In proper condition to receive tile. H. Cement film or mortar shall be removed from finished work using H.B. Fuller "Banish" cleaner and a nylon white 3M buffing pad. Saturate ail grout joints with water before applying tale cleaner. CAUTION: DO NOT USE ACID OR ACID BASE. 1. The Tile Contractor shall take precautions to protect the finished work from damage by other trades. ColdWeatherNote: the setting of Portland cement mortars is retarded by low temperatures and work should be protected from freezing temperatures until finished work is cured. K. Epoxy grout should be cleaned in accordance to manufacturer's directions as follows: TEC TA-470 EPDXY GROUT CLEAN-UP INITIAL CLEAN UP Clean-up can begin immediately after grout is worked into joints. Initial cleaning MUST be performed within 1 hour of application. (Waiting 15-30 minutes will allow the grout to settle and contribute to a better finished joint.) Lightly scour the tiled surface with a nylon scrubbing pad and PLENTY OF CLEAN COOL WATER. Remove excess grout residue with a grout sponge or towel. Rinse frequently in clean water. Remove all excess water and grout from the the surface. Do not allow water to flow into ungrouted joints. CHANGE CLEANING WATER FREQUENTLY, dirty water causes extra work. Tiles do not have to be perfectly clean. Light haze can be removed during final cleon-up. FINAL CLEAN-UP Final clean-up may be in Immediately after Initial cleaning Is complete. However, for best results wash the installation 12-24 hours after grouting. (Final clean-up MUST be performed within 24 hours). To aid in the final clean up process use a detergent or non-obrosive cleanser to wash the installation. (Follow manufacturers directions for applications.) Remove all grout haae and residue during final clean up, DO NOT ALLOW HAZE OR RESIDUE TO REMAIN ON THE TILE SURFACE FOR MORE THAN 24 HOURS AFTER GROUTING. If a residue remains otter 24 hours use denatured alcohol or methyl alcohol remover (Follow the manufacturer's directions and safety warnings). Keep traffic off Installation for at least 24 hours. Complete cure and stain resistance will be achieved In 7 days. If there are any questions call the TEC Incorporated Hot Line (800) 832-9023 for techincal assistance. SECTION 09320 - QERAMIQ TILE WALLS Requirements of Contract Documents apply to all work under this heading and are hereby made part of the Section. PART 1 - GENERAL A) RELATED DOCUMENTS . The general provisions of the contract, including general conditions and general requirements, apply to the work specified in this section. B) This section covers all locations indicated in the finish schedule C) Furnish all labor, materials and equipment necessary to complete the Installation of ceramic t8e In accordance with the Tile Council of America method W202-93 for interior floor Installation. Installation shall be frost, weather and shock resistant as specified herein and where indicated in the drawings. General contractor shall provide a one year warranty on all workmanship and materials. PART 2 - PRODUCTS A) Refer to drawing A5 PART 3 - EXECUTION A) Handle and store all tiles, grouts, mortars, and materials to avoid chipping, breakage or the intrusion of any foreign matter with strict compliance to manufacturers instructions. B) Prior to commencing the installation, the contractor shall examine the areas to be covered and advise the general contractor and owner of any existing conditions of surface contamination which will require correction before the work commences. Note : Maximum variation in masonry surface shall not exceed 1/8" in 8'-O" from the required plans. C) Before starting, surface to be covered shall be cleaned to remove soil, mortar, ect. Dry or dusty concrete or masonry surfaces shall be wet down or washed with excess water removed just prior to the application of tiles. D) All internal comers shall be caulked with white latex caulk. E) Installation and workmanship for ceramic the shall conform to American National Standard Specification A108.5 "installation of ceramic the with latex-portiond cement mortar. F) Installation and workmanship for grout in tilework shall conform to American National Standard Specification A108.10 and A108.6 "installation of Grout In Tilework". E) Cement film or mortar shall be removed from finished work using H.B. Fuller "Banish" cleaner and a nylon white 3M buffing pod. Saturate all grout joints with water before applying tile cleaner. CAUTION: DO NOT USE ACID OR ACID BASE PRODUCTS ON COLORED GROUTS. H) The tile contractor shall take precautions to protect the finished work from damage by other trades. Cold weather Note : The setting of Portland cement mortars is retarded by low temperatures and work should be protected from freezing temperatures until finished work is cured APPLICATION STANDARDS: Professional standards and practices, including those published by the American Concrete Institute (ACI), the Portland Cement Assn (PCA) and the International Concrete Repair Institute (ICRI) should be understood and followed TECHNICAL DATA: Refer to Manufacturers Specifications for Compressive, flexural and tensile strengths as well as other performance test dot* concerning the THIN -FINISH Overlay. Kul(( , r 4 THIN -FINISH is integrally colored available in groy or white. CHEM-STONE Stain is a recommended application for smooth or less textured finishes. Stock packaging is in 55 Lb. bags, and will cover approx. 110 to 180 sq. It at a depth of 1/16 . Coverage will vary depending on depth oil fill or variation, surface texture or profits, preparation procedures used, desired surface finish and other conditions. Z0ti Recommended mixing application temperature for THIN -FINISH OVERLAY Is between d 90degress Farenheit. Ideal application temperature Is 70deg F. If the ambient temperature to drop below 4Pxteg. F. within 36 hours after the application of THIN -FINISH OVER finish t not be installed. Ali components must be added in the some sequence and thoroughly mi Water is first added to the mixer, followed by the Overlay material. CI ma f mix and performance will be sacrificed if not thoroughly mixed. Mix overlay rat N to inutes for consistent blending, allow to "false set° for 5 to 15 minutes and r Small amounts of water may be required in the re -mix after t Failure to comply with these mbcing instruction and the Ma u rs may result in loss c abrasion and water resistance as well as a loss of adhesio Mt nsistent similar to pancake batter. INSTALLATION:, Apply approximately 1/4"of the material to the ed surfo cos a base bond coat with an approved neoprene squeegee or by trowel, without puddling t ater __, re shoud be token to make sure the material does not become to dry prior to broom fini E bond coat dries prior to application of additional overlay (MICRO -FINISH), m . an additional bon coat and apply to minimum depth of 1/16". Additional information €s available rma Manufacturers Specifications. DETAILING AND SAWCUTTING: Upon setting up, THIN Hoy w strength similar to concrete, and when just firm enough to take Tight foot tr a rfections ong the joints should be detailed and touched up. Detailing must take place wi four to hours otter the application process. 1. STAINING AND Ill . : THIN- Over# '1. s W`n enough to take foot traffic and cured 16 to 24 hours prior to the appiic , E stain. If THiN- is " ed to cure for 14 days, CHEM-STONE may not achieve maximum odor Intensity. SEALING: Sealing shall be by manufacturers specifications as summized in E100-PT1 EPDXY section. 2. ELITE CRETE SYSTEMS INC. CHEM-STONE STAIN LWATIONS: Contractor shall verify and approve the suitability of appearance by installing a small test area. CHEM-STONE Stain is a concentrated, penetrating, reactive stain that chemically colors concrete and polymer modified concrete overlays to produce a permanent, variegated and translucent effect. Addition Information is avalable in the Manufacturers specifications. CHEM-STONE stain is a concentrated acidic, waterborne solution of metallic salts that penetrate and react with chemicals in cured concrete and some polymer modified concrete overlays. Each color is produced from different formulations containing no pigments or resin emulsions. APPLICATION STANDARDS: CHEM-STONE Stain c*mplies with applicable air quality management regulations. One coat of CHEM-STONE stain is required for concrete overlays. Dilute 3:1 water to stain for appiicotk over Overlays by Elite Crete. Coverage Is approx 150 to 200 square feet per diluted gallon, per application. +>Li.l;Iri CHEM-STONE Is avnlabie in 6 colors (refer finish schedule for selected color). Thin -Finish is acid stolne using Elite Crete Systems Antique Tan and Antique Brown. Call Concrete Designs & Resurfacing (77"16-7093) for staining instructions, 16 to 24 hours are to be given for the troweldown coat to cure before staining. In order to produce satisfactory coloring results, a minimum of two applications of -STONE Stain i recommended. Additional information is available in the Manufacturers specificatiana 0. SUBSTRATE PREPARATION: Surfaces should be adequately textured for slip resistance as requir ater., etro ust be prevented in the areas to be stained. THiN-FINISH and MICRO -FIN I ' 111 ..."shou dry and any liquid release should be 100% evaporated prior to the applicat <: TONE n. 11, APPLICATION PROCESS: Packaging is in 1 gallon bottles should be diluted prior p `cation p bove. The application area should be divided into smaller areas using walls, joint Tine res to control coverage, wet edge and overlap. The application process shou a so tha we areas are stepped on or incur traffic during curing. Stain typidly will fizz when the reaction occurs. If "'`= ,zzin not occur, the surface has not been prepared properly. Reaction time varies, therefore f time should be allowed. Do not allow Stain to sit more than 4 hours, CH ,-STONE stain should be applied with a brush or sprayer while maintaining a wet edge. Once the,, `red color has been achieved, rinse the CHEM-STONE stain with a mild solution of 1 part ammoni 8 parts water to neutralize the reaction of the stain. Immediately rinse the surface to remove ., u `" prepare for sealing. Additional information is available in the Manufacturers Specifications SEALING: CHEM-STONE stain st be seal for ease of maintenance and to protect the surface. Seal or coat a soon as the IF be wal ; on, approx 16-24 hrs after application process. Sealing shall be specifications as summized in Ei00-PT1 EPDXY section 111 & E1 Solids Epoxy Clear Coat PRODUCT High build Clear ioxy Floor Coating for Commercial and Industrial Traffic Use. KEY FEATURES: High Gloss, Non -Blush film Nearly no Odor tee% Solids SEC ON 09930 - STAIN FINISHING FOR CONCRETE FLOORS No VOC's Non -Shrink Coating CONCRETE FINISHES 336e € Moisture insensitive INSTALLATION CHRONOLOGY Uu Self Leveling 4 Fast Cure Rote 1. ELITE CRETE SYSTEMS INC. THIN -FINISH OVERLAY I Cures down to 40deg F. 2. ELITE CRETE SYSTEMS CHEM-STONE STAIN NJ Excellent Strength Properties 3. ELITE CRETE SYSTEMS E1e0-PT1 EPDXY '# Excellent Impact Resistance Easy to Place All cracks must be filled using Elite Crete Systems Crack Fill Epoxy. Saw cu ;;,,, d any o breaches of the existing slob are also recommended to be filled as to create as mu aisture b , as is possible. > PRODUCT PROPERTIES: 1. ELITE CRETE SYSTEMS INC, THIN -FINISH OVERLAY r Material and Curing Conditions at 73deg F. PREPARATION: Concrete slab must be tested for moisture using a moistu eter eimharst BD-2100 and :Color: Clear White meet the standard of less than 4% moisture. If there is a , o moisture contest of the d 11 slab then a calcium chloride test Is recommended, m e to " re to be placed in a minimum;` Viscosity: 400-700sps of three locations throughout the slab. All slabs that I.law ode ny portion of the slab will H need to have a calcium chloride test regardless of readin,o " re meters and a minimum of six `I Potiife: 25-35 minutes tests will need to be conducted. Tests are to turned to , nufacturer for test results. Vaprecislon Nt is the manufacturer recommended for this test. o www est.com dhttp: //www.vapodest.com> ` Consistency; Self Leveling for more information on these tests. In the event r ", g is above 3 lbs. a vapor barrier or :: membrane will need to be installed. These procedures responsibility of the General Contractor as ._ Tads Free Time the flooringinstaller is not always a vicinity to conduct this testing. GC should contort the flaorin '''` Substrate Temperature: 4ed F. 73d F. 9ed F. Ys Y 9 9 P Installer to consult as to the "` order or membrane to be used that is compatible with the CDR W 10-12 his. 6-8 hrs. 5-7 his. Flooring System. Concrete De . Resurfacing recommends that all slabs be tested with calcium chloride tests. Pourbacks . to pleted a minimum of 28 days in advance of the Flooring z�[ Tensile properties: (ASTM D 638) 7 days: Installation. This Is the recommend ng time of concrete and is required to eliminate moisture Tensile strength: 6800pst problems. Concrete .. a prepo y the recommended methods of Elite Crete system All ?: Elongation at brook 8% paint, drywall paint, " , ad `- . s, curing agents etc. are to be remover) by the General Contractor prior to arrival of flooring I Iler and floor- is to be dean swept. The concrete substrate must Flexural Pro erties ASTM D 790 ? days: p { ) ys: sound and n and must prepared as recommended In International Concrete Repair Institute I� Flexural Strength 10,000 psi (ICRI) Guider .. I.Number 03732 ; rovide a Concrete Surface Profile (CSP) between Number- 5 and i` Tangent Modulus of Elasticity 372,000 psi 9 usin ods recommended by Elite Crete Systems. Flooring installers are to be 21 given ,. for a . o other trades are to be given access to the areas of installation of the ;*[ Slant Shear Strength (ASTM C 882) 7 days: CDR System. Other trades infringing on these work spoces will 'increase installation a,., Q time Wo HVA a clean slab upon arrival make it possible to reduce installation time to 4 days Test Temperature Value Mode of Failure if and only conditions are optimal. 90deg F. 410e psi 100% Concrete Failure 40deg F. 4200 psi 100% Concrete Failure 1Mi 4 LIMITATIONS: Compressive Strength (ASTM D 695) 73deg F. 8 hours 6300 psi One single coat of THIN-FNtSH OVERLAY is never sufficient for any application. If only one coat is ; ; 1 day 10200 psi applied, the adhesion and abrasion resistance of the finish will fail. _ 7 days 14200 psi THIN -FINISH Overlay is not intended for use as a crack repair product. Existing crocks must be repaired �` i Abrasion Resistance Weight Loss 0 1000 cycles and all existing expansion joints must be honored 01 Wheel No. 10 - 0.049gm Bond Strength (Mild steel to Mild steel) = 890 psi. Hardness, Share D (ASTM D 2240) 7 days 82 Water Absorption (D 570) 7 days 0.3% Packaging: 4-1 Gal/C's 5 Gol/Unit 15 Ga€JUnit Store In cool dry place - 1 year shelf life SECTION 09500 ACOUSTICAL CEILINGS and GYPSUM CEILING PANELS Requirements of Contract Documents apply to ail work under this heading and ore hereby part of this Section. PART 1 GENERAL 1-1 SCOPE Provide all labor, materials, services, equi ment, and transportation required to complete all acoustic the andpg sum ceiling panel work required on the pDrawings and as specified hrein or both. PART 2 PRODUCTS 2-1 MATERIALS A) Refer to drawing A5 PART 3 EXECUTION 3-1 WORKMANSHIP & INSTALLATION A) Install compete per manufacturer's recommendations and ASTM C636. Deliver materials to job in original unopened containers and protect materials stored. B) Do not support wires from mechanical or electrical equipment, _piping, or other equipment above qeilinq. Provide additional hanger wires where lighting fixtures and/or air supply and return units occur in ceiling, min. 4 hangers per each item. C) Install hold down clips when ponels weigh less than 1.0 Ibs/sq.ft. in fire - rated installations. Entry vestibule, if exists, required to have hold down clips. D) Install with all edges aligned, in plain, flush and level, perpendicular and parallel to wails. E) La art the pattern per Reflected Ceiling Plan. Edge trim metal rewired. F) Coordinate layout with oil other trades for installation of lights, diffusers, sprinklers, etc. G) Maintain clean and undamaged until acceptance by Owner. Broken or patched corners not accepted. 3-2 SAMPLES Required, If requested. L11R.r,r, ,#«N �10 A) BUILDING MUST BE FULLY ENCLOSED WITH HVAC SYSTEMS OPERATING FOR AT LEAST 7 DAYS PRIOR TO INSTALLATION OF FLOORING. A MINIMUM ROOM TEMPERATURE OF 65 DEGREES F. AND 35-557* HUMIDITY SHALL BE MAINTANM BEFORE, DURING AND AFTER INSTALLATION. MANUFACTURER. FLOORING, TRIM AND MOLDING, ADHESIVE, AND MAINTENANCE PRODUCTS SHALL BE BY ONE MANUFACTURER. MATERIALS SHALL MEET ASTM D2394, SECTIONS 33-37, STATIC SLiP RESISTANCE TESTING, COEFFICIENT OF FRICTION AND ASTM F970 (MODIFIED) - TEST METHOD FOR STATIC LOAD LIMITS, A) SEE SHEET FIFNISH SCHEDULES FOR MANUFACTURER, SPECIES AND COLOR B) TRIM AND MOLDINGS: FINISHED IN SHADES TO BLEND WITH FLOORING COLOR. TO SERVE AS A TRANSITION TO AN ADJACENT FLOOR COVERING: REDUCER STRIP, COLOR TO MATCH FLOORING. EXAMINATION OF SUBSTRATE: A) VERIFY THE SUBSTRATE IS CLEAN AND FREE OF LOOSE MATERIAL, GREASE AND OTHER CONTAMINATE THAT *L INTERFERE WITH THE BONDING OF THE ADHESIVE. B) VERIFY THAT SUBSTRATE IS SMOOTH AND LEVEL WITHIN 3/16" IN A 10 FT. SPAN. C) BEGINNING INSTALLATION CONS17UTES ACCEPTANCE OF SUBSTRATE AND JOB SITE CONDITIONS AS SUITABLE PREPARATION: BROOM OR VACUUM CLEAN SUBSTRATE AND ENSURE THAT SURFACE IS FREE OF OIL, GREASE, WAX, DUST AND FOREIGN SUBSTANCES. REPAIR IMPERFECTIONS IN SUBFLOOR WITH HIGH COMPRESSIVE STRENGTH PORTLAND CEMENT BASED LEVELING COMPOUND WITH A WNUM OF 3000 PSI AND ALLOW TO DRY. INSTALLATION: A) FOLLOW INSTALLATION INSTRUCTIONS IN EACH CARTON OF PRODUCT. B) APPLY MANUFACTURER RECOMMENDED ADHESIVE TO PREPARED SUBFLOOR IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS. C) INSTALL FLOORING ACCORDING TO MANUFACTURER'S PRINTED INSTRUCTIONS D) FLOOR AREA SHALL REMAIN UNDISTURBED, INCLUDING FOOT TRAFFIC FOR 24 HOURS AFTER INSTALLATION. E) INSTALLATION SHALL BE PERFORMED BY A MANUFACTURER CERTIFIED COMMERCIAL CONTRACTOR. CLEANING AND PROTECTION: A) PROTECT CONSTANTLY USED OR HEAVY TRAFFIC AREAS OF FLOORNG UNDER OVERHEAD WORK WITH SUPPLEMENTAL TEMPORARY COVERING SUFFICIENT TO PROTECT FLOORING FROM DAMAGE. B) ADHESIVE MAY BE REMOVED FROM FACE OF FLOORING BY FOLLOWING THE INSTRUCTIONS ON THE ADHESIVE CONTAINER. C) CLEAN ENTIRE FLOOR WITH COMMERCIAL CLEANER CONCENTRATE IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS. SECTION 09900 PAINTING Requirements of Contract Documents apply to all work under this heading and are hereby part of this Section. PART 1 GENERAL 1-1 SCOPE A) Provide all labor, materials, equipment, services, and transportation required to complete all painting work required on the Drawings and as specified herein. The work to be performed under this section shall include, but is not limited to, pointing the exposed surfaces of the following substrates: a. Woodwork b. Ferrous Metal c. Galvanized Metal and Aluminum d. Masonry e. Gypsum Board B) Material and Equipment not to be panted included a. Equipment furnished with complete factory finish, except for items specified to be given a finish coat under this section. b. Non-ferrous metals, except for items specified and/or indicated to be painted. C. Finished hardware, except hardware thot is factory pointed. d. Surfaces not to be ainted shall be left completely free of droppings P P Y and accidentally applied materials resulting from the work of this section. C) It is the intent of these Specifications that all exposed surfaces of the work not pointed under another section be pointed under this Section. D) Unless otherwise indicated, all surfaces shall be ainted with not less than two (2) shop or primer coat and two (2) finish coots of an appropriate paint. 1-2 SCAFFOLDING Furnish erect, maintain, and remove when directed, all scaffolds, staging and rigging required. Comply with all applicable Iowa and codes. 1-3 PROTECTION A) Furnish and lay suitable drop cloths in all areas where painting is being done to protect floors and all other surfaces from damage during the work. B) The General Contractor will remove and replace all finish hardware applied to doors, cabinets, etc. Mechanical Subcontractors or the General Contractor will remove and replace where necessary accessories, plates, lighting fixtures, heating units, and all other finishes( Items. C) In no case attempt to point around hardware or other removable items that are already fitted In place. D) At completion of work in each area, remove all point spots, oil, and stain from all surfaces, including finish hardware. 1-4 DELIVERY, STORAGE AND USE OF MATERIALS A) Deliver premixed materials to site In original containers with labels in tact and seals unbroken: label showing type, color, name, and instructions for reducing and for recoat time. B) No materials on site other than those specified. C) No claim by this Subcontractor concerning the unsuitability of any material specified of his ability to produce first class work with some will be entertained after Contract is signed. D) E) All materials shall be Drought to the building and stored in the Mixing Room in moqufacturer s original sealed containers, bearing the manufacturers standard lobel, indicating type and color. F) Materials shall be applied without the addition of any ingredients and without reducing or thinning except as recommended by the manufacturer, subject to the approval of the Architect. PART 2 PRODUCTS 2-1 MATERIALS 1, Contractor shall use products manufactured by the Sherwin Williams company and must contact Sherwin Williams 15 days prlor to needing materials to insure timely delivery. 2-2 INTERIOR PAINT SCHEDULE Refer to drawing A5 PART 3 EXECUTION 3-1 PREPARATION OF SURFACES AND WORKMANSHIP A) Before doing any work, the Pointing Subcontractor shall inspect all surfaces and determine that they are in proper condition to receive the work to be performed under this Section. B) If the surfaces ore not clean, smooth, or thorough dry or if they cannot be put into proper condition to receive pain by customary, normal methods, including sanding and spackling, the Pointing Subcontractor shall so notify the Owner in writing. C) The starting of work under this Section will be construed as acceptance of such surfaces as being satisfactory, and any defect In work resulting from such accepted surfaces shall be corrected by the Pointing Subcontractor at his own expense. D} All spaces shall be broom-cleon and all surfaces dry before painting Is started. All dust, dirt, piaster, grease, and other extraneous matter affecting the finish work shall be removed. Foreign matter on surfaces left by other trades shall be removed by the respective trades. E) No varnish, lacquer, or enamel finish shall be applied when room temperature is below 60 degrees F. F) No exterior finishing while surfaces damp, or during rainy weather of when temperature below 50 degrees. G) Ali nail holes and cracks on both exterior and interior work shall be carefully putty -stopped or plugged, as required. H) Bare metal surfaces shall be properly cleaned of all mill scale, rust, grease, oil, dirt, or other foreign matter, then properly washed with benzine or other approved cleaning agents. After cleaning, the surfaces shall be etched, pickled, primed, or otherwise prepared, as recommended by the point manufacturer and approved by the Architect. J) Remove blisters or other imperfections in previous coats caused by foreign substances or paint skins from all painted surfaces before the subsequent coat is applied. All wood and metal surfaces shall be rubbed down before finishing and between coats with No. eO and finer sandpaper scratches, millmarks and other Imperfections, and except for coats applied in shop, shah€ be inspected and approved by the Owner before application of prime finish coats. K) No painter's finish shall be applied until the precedin coot is thoroughly dry, and in no case in less than seven (' days for exterior work ( when applicable) and two (2) daya for interior work. At all areas scheduled to receive multiple coats of paint. L} Touchup finish coots of factor finished Items that become damaged before completion of the build ng. Sand darnsged areas smooth and apply specified primer before a lying finish coat. Where spot touchup cannot be done neatly and blended smooth with other finish material, repaint entire surface or panel as approved by the Owner, M) All knots, pitch streaks and sappy spots shall be touched up with knot sealer before appl ngg first coot, Use orange shellac for dark„ and white shellac for ight painted surfaces. N) Backseol all interior trim and paneling. .C,,:;# SECTION 09910 THIN -BED IWATERPRQOFING SHEET MEMBRANE PART 1- GENERAL 1.1 DESW110N 1.1.1. Work includes the furnishing of labor, materia nd ary for Installation of sheet waterproofing membrone shown Iftcotions. 1.2 R ERENCES <, 1,11. ANSI A108.13 Installation of Load ring, Bent " f Membranes for Thin -Set Ceramic Tile and Dimension St 1.2.2. ANSI All&lf Load Bearing, Bonded, roof ''' brones for Thin -Sot Ceramic Tile. 1.3 QUALITY ASSURANCE 1.3.1 i Use qualified w 11.1oroughly skilled and experienced in current T1e Council of America (TCA) Moo , lions. 1.4. JOB CONDITION 1.4.1. Comply ,, € cturer o ding agents' recommended procedures for hat or cold woo PART TS 11 ME F BRANE: Nobteseal IS composite sheet in one m tur of non-piostisized Chlorinated Polyethylen E}, exi s c elos with non woven fabric laminated on bo ac onto 0 Thin embrane standard ANSI A1f$.tf. Capable of ce ASTM C 627. 11 PART 3- EXECUTION 3.1 INSPECTION 3.1.1. Examine substrates to verify they ready Ea., and membrane with no deficiency that could result in a pot defect' <; staliation. Prepared substrates to be in accordance with tfie i ncd o erica (TCA) recommendations 3.2. NSTALLAi1ON 3.11. Install membrane le per ANSI A108.13-Waterproofing, ANSI requirements for thin -set methods Noble Company written procedures. 3.2.2. install membron" with cts or methods approved In writing by The Noble Company when sealing, Ina or adhering sheet membrane, [3.3. FIELD L, CO L WATER TEST 3.3.1 Upon pletion of k, plug drain or dam areas and fill with water. Dispense food c d round p ter of installation and Inspect for leakage. Make recess nts _„ op leakage and retest until watertight. Protection option: I est until membrane is covered.] 3, . "',, otect membrane from all pedestrian or vehicular traffic and UV light if left End of Division t ID)kyj&oicolzl&lvm�.1;1:101r.11mlI lit\ rj "Ri :* giz a 12 s ► I Note: Existing to remain - match existing components that need to be repaired or replaced 1. Materials: a, Provide four (4), 10 lb., dry chemical, ABC rated fire extinguishers. b. Provide manufacturer's recommended mounting brackets and hardware. 2. Installation: Install per manufacturer's recommendations In accordance with local fire marshol requirements, and in locations as directed by local fire morshat. 14 END OF SPECIFICATIONS i 5887 Gienridge Dr. Suite 325 Atlanta, Georgia 30328 404.497.8800 T 404.497.8839 F innovate@wdpartners.com wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami 2/16/05 EM 3 BLDG. COMM. 02116/05 EM Es Any repairs or re -grading must be completed prior to the application of the THIN -FINISH Overlay. Refer also to Manufacturers Specifications. E Last Platted: Last Saved: P: g aplot 2/16/2065 4:415 PM wda739 2 ji6%2005 2 21:58 PM 5�= �P I Ii, �i; , pq- Iq N x", E9_ q_ i-N F4 5�EE p qu w q p i`m,�E-P, no� WE, 9 p wii 'i a Pi W�IF �M, XT , R, 11 01 'OPn �4,HT P.M q im. � •", HE �fqp�g qq 5,-,� g�p N FE ja -j., 44 hii.9i a'i qq�a "gl. IiqI p. A_ pq N a EF, M, PRNE� E TIN E-7 qi, R, PHR rrp. KEYED NOTES: GROUT CORE SOLID PLILL-WEIGMT FROM I/4`x3"x0'-6" BASE PLATE FOMATION TO ROOF ELEVATION LOW WALL CONSTRUCTION: 6" 20GA, METAL STUD$ AT 16" O.C-,, SEE ARCH. 0 0 tl l W/O) 3/e' DIA HILTI WUS PRE -DRILL 4 COUNTERSINK p 2 FOR FNIsw, H8624x3/16 CANTILEVER COLUMNS CENTERED ON LOW WALL AT 4 P TYP.L., SCREW ANCHORS HOLES 3/WX6 X10 (D -(V O.C. MAX, SEE DETAIL S1.0-01, (4)1/4" TEK (E) CMU WALL TO REMAIN W6524x3/16 AT &x5 WIND COLUMN 4'4" O.C. MAX 3 EXISTING 8" rMU WALL TO REMAIN. GROUT SOLID COW. CONCRETE FLOOR SLAB (BELOW) TO REMAIN. . . . . . . . 3/81xj11xj11 •P REMOVE (E) CM ONE COURSE 4 EXISTING C A13OVE 5.0. STEEL INSTALL NEW 5 EXISTING 3 1/2" DIA. PIPE COLUMN TO REMAIN. 7 AECTION W 2xI0 BEAM CMU FACE SWELL EACH SIDE 6"-20GA C4NT. TRACK (2) 3/41' DIA A36 SOLT$ 6 EXISTING ROOF BEAM TO REMAIN. FASTEN TO CAP PLATE W/MK A. F. F. 4' 7 EXISTING 412 LEDGER TO REMAIN. SPLICE 4 FASTEN TO WALL MR 7' Tyf*� (2) *12-24 TEK SCREWS()', 4 3/4" -I. T 3A" 8 A.F.F. B.O. STEEL DETAIL �j4 Sl*11-02* 'DO NOT SRI-ICE AT SIM*) 31I6vx311y0-611 CAP PLATE SECEXISTING OPENING AND LINTEL To REMAIN. TION B.O. STEEL V -WE - r:x*TIW_4 (2) L3 1/2x3 1/2xl/4 WAlk 411 GROUT CMU CORE AT FULL To BOTTOM or NEW W&24 STEEL SEAM W/ 5/8' DlAx(v" (E) CM WALL TO REMAIN 5EARING EACH END LEDGER, SEE DETAILS1.0-04. LONG HEADED STUDS AT Iroll OZ. (E) 412 LEDGER SPLICE PER DETAIL $1.0-02 10 NEW W644 LINTEL (B.O. LINTEL $1.00 Aff�) WAIR all BEARING EACHBEARING 12 WI(1) $/81*11 WEAVED $11 a END. (E) PLYWOOD SHEAT14NG 4 ---------- - (IF ALREADY GROUTED, FASTEN R TO (E) CMU 11 NEW W(pxl5 WIND COLUMN $14EATRIN3,SMARCH, W44)1/454" TAPCON SCREW$ nIRSECTION "D9 3 1/2 (E) 2x FtR.N$ AT 241 O.C. PF ik -IN SURPORT, SEE DETAIL 1452444 AT 44" O)C, MAX ja 2 1/2 12 NEW 2xI2 BLOCKING FOR WIND COLUMN S1.0 2x6 CONT, PLATE WIT14 1/4"XY TAPCON ; ,, , EXISTING 414 (F.v) WOOD 1. 1 'r.,j, J, DO(A LINTEL 1141�(3"xO'-611 BASE PLATE, $CFaS AT 24" O.C. STAGGERED 13 NEW 2xI0 BEAM FLATWISE CONTINUOUS ACROSS BOTTOM OF EXISTING BEAM BEYOND �1■O—OTSCALE: 3/4" V-0"�,l414 (F.V.) BEAM SEE DETAIL S1.0-06. FASTEN TO (E) CONC. SLAB -STR AT -0 A."A" A, 2 _E"F.F. FIELD VERIFYNN UTUAB.CF CE) BEAM T.O. 7muANCHOR5 W/ 2 3/41 EMEDMTINSTALL (2) $5 5ARS6"40riA CONT. TRACK, "T �, _e N_,NEW 2xI0 15EAM ACROS BOTTOM OF (E) 4xl4 REFER TO DETAIL S1.1-04 rl, DENOTE$ LOCATION OF 501 DIA ALL-THREAo ROD HOOD, 2 EXISTING C4NCRM FLOOR FASTEN TO (E) CONC. SLAB CONT. AT WINDOW SILL (FYJ BEAM, SEE PLAN FOR LOCATIOR FASTEN (2) 2xS BLOCKING BETWEEN (E) STRUCTURE FOR RTU SUPPORT, REFER SLAB To REMAIN WAPO�IJER-ACTUATED Al, .%.., I I .. e 'V1 PER DETAIL $1.0-05 TO 414 W/(2) V20 DlAx&" LONG LAG SCREUS. FASTENERS AT 2411 O.C. S1.1-01 WV1x611xI011 R W10) 3/411 DIA A3& BOLT$ TO TO DETAIL EXISTING V, CMU INSTALL (2)1/2" DlAxl� In' LONG WILTI L3y3xl/4 DIAGONAL BRACE WALL TO REMAIN SCREW ANCHORS AS SHOWN PRIOR TO 3 611 2X10 am GROUTING SILL W&A5 WIND COLtM FASTEN TO GROUTED (E) 18 NEW (2) L3 1/243 I/2xI/4 LINTEL (5.0. LINTEL l'-4" AFF.) W/MK 4" Jnkjw^.0j CANTILEVER LOW WALL FARING EACH END, SEE DETAIL -07. CM WALL W/ W8" DIAx4" LONG 14ILTI SCREW S1.0 SCALE: 3/4" 1'-0" % ANCHORS AT t6l' O.C. STA640;MD WINDOW SILL & LINTEL ELEVATION S10-04 "SCALE: 3/4" = 1'-0" L3x2x1/4x0'-6' (LLV) TOP 4 BOTTOM WI(4) In" DIA (E) LEDGER ANCHORAGE NEW 11211 DIA SLEEVE AN AT 16" O.C. --, 31-611 (N.T.S.) $MON LSTA12 STRAP (NOT REaD. AT SIM) t, 1'-4" MAX. i, 3" MIN. TYP. SIMPSON rM8T12 STRAP t EXISTING LEDGER SPLICE SECTION V EXISTING 412 (IFY) LEDGER NEW SM% L$TA12 CENTERED ON SPLICE (NOT nQV. AT SIM) EXISTING PLYWOOD ROOF SHEATHING IN ADDITION TO EXISTING ANCHORAGE, INSTALL NEW 1/2" DIA (MIN) WILT[ 14LC SLEEVE AW-44M AT 16" O.C. W/`MR 11/21 EMBEDMENT ("RE ANCHM O=R NEAR EXISTING ANCHOR LOCATIONS, NEW ANCHOR SHALL K MIN. V' AWAY FROM EXISTING ANCHOR) EXISTING 414 (F.V) WOOD SEAM BEYOND INSTALL NEW SIMPSON STRONG -TIE "T12 STR4P01-011 LONG CENTERED AT ALL EXISTING LEDGER SPLICE LOCATIONS (FULL LENGTH OF WALL) WJMAX NUMBER OF Yod NAILS EXISTING $11 CM WALL Sj.0.,oft,-w- LEWEII SPLICE DETAIL U ;Ile SCALE: 3/4" = 1'-0" fi CzA (E) CMU WALL TO REMAIN (E) 412 LEDGER, SPLICE PER DETAIL 610-02 MR (3) $IMPSON A36 ANGLES EA SIDE (3 PER 2XV) NEW 2xI2 IBLKG. EA SIDE OF COLUMN W/SIMPSON STRONG -TIE LUS210 EA END (EXCEPT AT 6" GAP) EXISTING 414 (F.V) WOOD BEAM PROVIDE 611 HAND HOLE N.S. ONLY FOR BOLTING FIELD VERIFY B.O. CE BEAM IV NEW 2xI2 FLAT -WISE FASTENED TO (2) 2xl2 5LK3, W/16cl NAILS AT 12' O.C. 318'x6"10" E W(2) 34'DIA. A36 BOLTS TO 24 FLAT -WISE -Z MR (3) SIMP$N A35 ANGLES EA SIDE (3 PER 24) NEW 2xl2 5LKG. EA SIDE OF COLUMN 5D. (E) 412 LEDGER BEYOND TYR'. NEW 2xI2 FLAT-W15E FASTENED TO (2) 2xI2 5LKG. WAbd NAILS AT 12' OL. a 3/41 f 30* lxtV' I E W/(2) 3/4" 0 1 A A36 BOLTS TO 2xl2 FLAT -WISE 1 1/4 U*A5 WIND COL", FASTEN TO GROUTED Z CM WALL V 30 D1,4x4" LONG WILT[ " SCREW ANCHM AT 16" O.C. STAGGERED --QT—K)N *Q* SEE DETAIL 510-06 FOR NOT GIVEN. S1■0 0 VMD COLUMN CONNECTIONS -SCALE: %3 3/4' = 1'-0" . . . . . . . . . . . . . . . . . . . � I I I I ji 16 1.L . .... rfp. A36 BOLTS To Wbx (PROVIDE 9/100 VERTICAL SLOTTED HOLES IN VERTICAL LEG OF ANGLE) 3/16 8'-0" A. F. F. 3 B.O. STEEL qV NEW W6x24 STEEL BEAM PER DETAIL $10-05 . ............... REMOVE 4 REPLACE (E) SLAB AS REOV. TO GMT SOLID AT HEADED STUD LOCATIONS Q v INSTALL MA5 KNOCK OUT CMU FACE SWELL AT SW FOR A BEAM/STUD INSTALLATION 4 GROUTING F*p W&XI5 WIND COLUMN 5/5" DIAx(o" LONG HEADED STUDS 1. 0VIA WILTI SCREW WELDED TO BEAM At 24' O.C. MAX MV. :77 ANCHORS LOCATIONS AT LINGROUTED CORE$) 8'-0" A.F.F. I-jk B.O. STEEL IV PROVIDE MR 3" CONCRETE AROWD ALL STRUCTURAL STEEL MOW FFS. NEW W8x24 STEEL SEAM 3/8'5(6"x6' BASE R 0(2) 1/2" DIA WILTI HUS SCREW f-7,13 3/4" "HORS TO (E) FOOTING W/V EMOMMENT 2x,6 C4WI7. PLATE WITH 114NY TAfrXN EXISTING CONC, FWTING (ASSLIMED) TO REMAIN SCREWS AT 24" O.C. STAGGERED 2$-0" A.F.F. WM Z'S"10-00 _SCALE: COL LM CONNEC'nONS /Jk qV 3/4 = 1 —0- T.O. CMU SAW CUT 4 KNOCK OUT (E) CMU *156 FULL LENGTH OF SILL 4 INSTALL (2) 'S BARS CONT. GROUT I SOLID, (M- REMOVE COURSE ENTIRELY AND REPLACE WID" KNOCK OUT BOND BEAM) (E) 8" CMU WALL TO REMAIN Sl-WINDOW SILL & LINTEL - SECTION -OC)5 SCALE: 3/4" = 1'-0" Typ. 5 6( 5- G@z GQ. D 2 Typ. SIN. 16 TYR 16 0 4— Typ. GAP S1.0-03 V) po z 2 Typ. U) 12 0 S1.0-01 0- =0 0 0 0 0 0 0 Typ 0 10 z RTU_3 COLUMNS 7 �I I 2 6 �I I) Typ. 7 Typ. RTU_2 SIM. 0 6 _1D GAf:"\ t 51.0-03 1+1 A A 11 Of 0 411 411 411 411 MIN Typ 0 MIN. MIN. IN. MI MIN, NEW LINTEL 13 BRCS. 11 411 4 12 _JL 13 11 S1.0-04 . ...... ............. ............ ...... .... ...... 7 7 ...... ............ 9 C14 U I )10 G a: U-) 9 10 G 8 V) L L L 34'-S" (FlIELD VERIFY) vow (MEW ROL*W 0f*ENIW_v) (r-lr=LD VERIFY)" (NEW ROLIG;W OPENING) (FIELD (FIELD (FIELD VERIFY) VERIFY) VERIFY) F TN partners ers 5887 Glenridge Dr. Suite 325 Atlanta, Georgia 30328 404.497.8800 T 404.497.8839 F innovate@wdpartners.com wrdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami 2/16/05 4^ Lost Plotted. \\AT-DC-01\Productont\MAF\MF\11AFMF0070-CA-Sonto Ana\ArchJq\MAFMF*70d_S@1-*.dwq oplot 2/16/2*5 4.*30 PM Lost Saved: C.-\WDAUTOMA'RONVA1RA\MAF\MF\MAFMFO70 CA-SANTA ANA\ARCH ENG\MAFMFft70d SM-11.dwo wdal71 2/16/2915 4:13:51 PM A QEPE'Hl4l. 1. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING 1$ FULLY COMPLETED. iT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE, AND TO ENSURE THE STABILITY OF: THE BUILDING AND ITS COMPONENT PARTS, AND THE ADEQUACY OF TEMPORARY OR INCOMPLETE CONNECTIONS, DURING EF-SCTION. THiS INCLUDES THE ADDITION OF ANY SHORING, SHEETING, TEMPORARY GUYS, BRACING OR TiEDOU.NS THAT MIGHT BE NECESSARY. SUCH MATERIAL iS NOT SHOWN ON THE DRAWINGS, IF APPLIED, THEY SHALL BE REMOVED AS CONDITION$ PERMIT, AND $HALL REMAIN THE CONTRACTOR'S PROPERTY. THE ENGINEER HAS NO EXPERTISE IN, AND TAKES NO RESPONSIBILITY FOR, CONSTRUCTION MEANS AND METHOD$ OR JOB SITE SAFETY DURING CONSTRUCTION. PROCESSING AND/OR APPROVING SUBMITTALS MADE BY THE CONTRACTOR WHICH MAY CONTAIN INFORMATION RELATED TO CONSTRUCTION METHODS OR SAFETY ISSUE$, OR PARTICIPATION IN MEETiNGS WHEN SUCH ISSUES MIGHT BE DISCUSSED, SHALL NOT BE CONSTRUED AS VOLUNTARY ASSUMPTION BY THE ENGINEER OF ANY RESPONSIBILITY FOR SAFETY PROCEDURES. 2. IT iS SOLELY THE RESPONSIBILITY OF EACH CONTRACTOR TO FOLLOW ALL APPLICABLE SAFETY CODES AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION. THE ENGINEER 13 NOT ENGAGED IN, AND DOES NOT SUPERVISE, CONSTRUCTION. 3. EQUIPMENT FRAMING LOADS, OPENINGS AND STRUCTURE IN ANY WAY RELATED TO HVAC, PLUMBING, OR ELECTRICAL REQUIREMENTS ARE $HOU,N FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL COORDINATE THiS INF )RIATiON WITH THE INVOLVED TRADES BEFORE PROCEEDING WITH SUCH PORTION OF: THE WORK EXCESS COST RELATED TO VARIATION iN THESE REQUIREMENTS SHALL BE BORNE BY THE APPROPRIATE CONTRACTOR 4. SHOULD ANY OF THE DETAILED INSTRUCTIONS SHOWN ON THE PLANS CONFLICT WITH THESE STRUCTURAL NOTES, OR WITH EACH OTHER, THE STRICTEST PROVISION SHALL GOVERN. 5. GOVER4ING CODE: 2001 CALIFORNIA BUILDING CODE to. ROOF DEAD LOAC>5 a. DESIGN ROOF DEAD LOAD = 15 PSF I. ROOF LIVE LOADS a. MINIMUM ROOF LiVE LOAD = 20 PSF b, DESIGN ROOF LIVE LOAD -- 20 PSF S. WIND DESIGN PARAMETER$ a, BASIC WiND SPEED = 10 MPH b. WiND LOAD IMPORTANCE FACTOR i = i0 c. WIND EXPOSURE CATEGORY = C FOR MAIN WINDFORCE-RESISTING SYSTEM d. WiND EXPOSURE CATEGORY = C FOR COMPONENTS AND CLADDING e. WiND DESIGN PRESSURES (MAIN WINDFORCE-RESISTING SYSTEM) i. + 1091 PSP FOR WINDWARD WALLS 2. - 6.62 P$F FOR LEEWARD WALLS 3. - 9.54 PSF FOR UPLIFT ON ROOF F. WIND DESIGN PRESSURES (COMPONENTS AND CLADDING) L i 1&AO PSF FOR ALL WALL COMPONENTS S. SEISMIC DESIGN P,4R4METER6 a. SEISMIC ZONE = 4 (FIGURE 16-2) b. SEISMIC ZONE FACTOR Z = 0.40 (TABLE 16-1) C, SOIL PROFILE TYPE = So (ASSUMED) d. SEISMIC IMPORTANCE FACTOR i = 1.0 (TABLE 16-K) e. STRUCTURAL FRAMING AND SEISMIC RESISTING* SYSTEM: BEARING WALLS - MASONRY SHEAR WALLS (TABLE 16-N) f. OVERSTRENGTH COEFFICIENT R = 45 (TABLE Ito-N) g. SEISMIC COEFFICIENT Ca = 044 (TABLE Irv-Q) h. SEISMIC COEFFICIENT Cv = 0.64 (TABLE 16-R) 1. SEISMIC ANALYSIS PROCEDURE: STATIC FORCE PROCEDURE B. NW- 909MT-E 1. MATERIALS: a. SPECIFICATIONS: iN GENERAL, COMPLY WITH ACI 301-02 "SPECIFICATIONS FOR STRUCTURAL CONCRETE:' b. STRUCTURAL CONCRETE - MINIMUM REQUIRED CLASS LOCATION F'c (PSI - AT 28 DAYS) I INTERIOR SLABS ON GRADE, 3500 AND ALL INTERIOR CONCRETE NOT OTWERLU16E IDENTIFIED c. AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO A61M C33. PORTLAND CEMENT SHALL CONFORM TO ASTM C150, TYPE I OR I1 LOW ALKALI. d. MAXIMUM SLUMP $HALL NOT EXCEED 3 INCHES FOR SLABS ON GRADE, AND 4 TO 6 INCHES FOR ALL OTHER CONCRETE. e. ALL DEFORMED R51INFORVNG BARS: Py = 60000 PSi, ASTM A615 2. FIELD MANUAL: PROVIDE AT LEAST ONE COPY OF THE AGi FIELD REFERENCE MANUAL, SP-15, IN THE FIELD OFFICE AT ALL TIMES. 3. PROVIDE SUPPORTS AS REQUIRED TO MAINTAIN ALIGNMENT OF SCHEDULED REINFORCING AND ANY ANCHOR BOLTS OR CONCRETE INSERTS REQUIRED. SUCH SUPPORTS SHALL BE REFLECTED IN THE BID. 4. CONCRETE COVER: UNLESS NOTED OTHERWISE, DETAIL REINFORCING TO PROVIDE CONCRETE COVER AS FOLLOWS: a. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3 INCHES b. CONCRETE EXPOSED TO EARTH OR WEATHER: S BARS AND SMALLER 1 1/2 INCHES OTHERS 2 INCHES C, CONCRETE NOT EXPOSED TO EARTH OR WEATHER- 1 1/2 INCHES 5. MISCELLANEOUS: a. GROUT UNDER BEARING PLATES AND COLUMN BASE PLATE$ $HALL BE NON -SHRINKING TYPE. THE USE OF LEVELING PLATE$ AT COLUMN BASES 15 PROHIBITED. GROUT BELOW BEARING PLATES AND COLUMN BASE PLATES $HALL BE INSTALLED ONLY AFTER THE STEEL iS PLUMBED. b. REINFORCING STEEL SHALL NOT BE WIELDED. a MAStkRY 1. SPECIFICATIONS: MASONRY CONSTRUCTION AND MATERIALS $HALL CONFORM TO ALL REQUIREMENTS OF "SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530.1-02/ ASCE 6-02)," PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE, DETROIT, MICHIGAN, EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. 2. MATERIALS: a. CONCRETE BLOCK: ASTM C90 (HOLLOW) ASTM C145 (SOLID)MINIMt.I"i NET AREA COMPi;?r:S$iVE $TRMGTH OF C.M.U. = IWO PSI. - NORMAL WEIGHT b. COARSE MORTAR: ASTM C210 TYPE $, (USING THE PROPERTY SPECIFICATION METHOD, PARAGRAPH 3.2) MINIMUM COMPRESSIVE STRENGTH: IWO mi. C. BOND BEAM AND CORE FiLL. ASTM C416, COARSE TYPE. PLACE PER ACI 530.1, TABLE S. MINIMUM COMPRESSIVE STRENGTH = 20M PSi AT 26 DAYS (TESTED PER ASTM 01019). SLUMP MALL BE BETWEENVI AND iP". d. JOINT REINFORCING: MILL GALVANIZED FINISH, 9 GAGE MINIMUM SiDE WIRES AND CROSS WIRES. e. BAR REINFORCING. ASTM A615, GRADE 60. F. WIRE TiES AND ANCHORS: RECTANGULAR TYPE, 3/16" DINER WIRE TIES (HOT DIPPED GALVANIZED). D. OMM&TiM& STEEL. i. MATERIALS: a. STRUCTURAL STEEL (EXCEPT WiDE FLAN SHAPESA ASTM A36, Fy = 36 KSI -- STRUCTURAL STEEL (WIDE FLANGE SHAPE$): ASTM A%2, Fy = 50 "1 -- HIGH STRENGTH BOLTS: ASTM A325 OR A490 -- ANCHOR BOLTS. ASTM A301 OR A36 -- ELECTRODES. SERIES E10XX -- SQUARE AND RIICT4NWLAR TUBING: ASTM A500, F9 = 46 Kai -- EXPANSION BOLTS: WILTi %WIK-BOLT 11" OR APPROVED EQUAL. 2. SPECIFICATION: WELDING PERSONNEL AND PROCEDURES $HALL BE QUALIFIED PER AWS DI.1. UNLESS SPECIFICALLY SHOWN OTHERWISE, DESIGN, FABRICATION AND ERECTION TO BE GOVEfMD Sy- a. AiSC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (JUNE 1, IWS). b. AISC CODE OF STANDARD PRACTICE (SEPTEMBER 1,1956). c. STRUCTURAL WIJELDiNG CODE, AW$ Dil-98 OF THE AMERICAN WELDING SOCIETY. d. SPECIFICATION$ FOR .STRUCTURAL JOINTS USING A$TM A325 OR A490 BOLTS (NOVEMBER 13, I985). 3. CONNECTIONS: a. CONNECTIONS SHALL BE AS SHOWN ON THE PLANS. CONNECTIONS NOT SPECIFIED $HALL BE DESIGNED BY THE FABRICATOR TO DEVELOP THE FULL UNIFORM LOAD CAPACITY OF THE MEMBER OR FORCES SHOUN.N ON PLANS, WHICHEVER IS GREATER 4. GALVANIZING: ALL EXTERIOR STEEL EXPOSED TO THE ELEMENTS, AND ALL ITEMS INDICATED ON THE DRAWINC03 AS "GALVANIZED" SHALL BE HOT -DIPPED GALVANIZED. EXTERIOR STEEL EXPOSED TO THE ELEMENTS THAT IS TO BE FIELD WELDED SHALL BE COLD GALVANIZED. COLD GALVANIZING COMPOUND SHALL BE U.L. APPROVED AS EQUIVALENT TO HOT -DIP GALVANIZING AND SHALL BE APPLIED TO ENTIRE EXPOSED STEEL SURFACE WITHIN 24 HOURS OF FIELD WELDING. COLD GALVANIZING COMPOUND SHALL BE APPLIED WITH A BRUSH PER MANUFACTURER'S RECOMMENDATIONS. 5. PAINT: a. DO NOT PAINT STEEL OR ANCHOR BOLTS WHICH WiLL BE GALVANIZED, ENCASED IN CONCRETE, OR ANY STEEL NOT EXPOSED TO VIEW iN THE FINISHED STRUCTURE, EXCEPT COLUMNS AND PORTIONS OF BEAMS EMBEDDED IN OR BUILT WITHIN EXTERIOR WALLS, WHICH SHALL BE PAINTED WiTH TWO COATS OF PRIMER. 6. MISCELLANEOUS: a. STEEL BELOW GRADE SHALL BE PROTECTED BY A MIN" OF 3 INCHES OF CONCRETE. b. PROVIDE WASHER AND HEAVY NUT AT BOTH ENDS OF ALL ANCHOR BOLTS. c. EMBEDMENT LENGTH OF EXPANSION BOLTS INTO SOLID MASONRY OR CONCRETE SHALL BE AS FOLLOWS (UAO.h 1/2 INCH DIAMETER BOLTS --- 3 1/2 INCHES EMBEDMENT 3/4 INCH DIAMETER BOLTS --- 5 INCHES EMBEDMENT L 2I MOM 1. MATERIALS: a. ALL STRUCTURAL LU15ER $HALL BE No. 2 HEM -FIR OR BETTER, ALLOWABLE STRESSES PER THE NATIONAL DESIGN SPECIFICATION SUPPLEMENT, Mel EDITION, 19516 MAX.. MOISTURE CONTENT. (OTHER ACCEPTABLE SPECIES INCLUDE SOUTHERN PINE d DOUGLAS FIR -LARCH) b. ALL NAILS REFERRED TO IN THE PLANS 'SHALL BE COMMON NAILS, UNLESS SPECIFICALLY NOTED OTHERWISE. ALL NAILS IN CONTACT WITH PRESSURE -TREATED LUMBER WALL BE HOT -DIPPED GALVANIZED. 2. SPECIFICATION$: UNLESS SnCIFiCALLY SHOWN OTHERWISE, DESIGN, FABRICATION AND ERECTION SHALL BE GOVERNED BY THE LATEST EDITION OF: a. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. 3. CONNECTIONS: a. ALL CONNECTIONS $HALL BE AS SPECIFIED IN THE CONTRACT DRAWINGS. b. METAL CONNI=CTORS: ALL HOLES SHALL BE FILLED WITH THE SPECIFIED FASTENER$ AND ACCORDING TO MANUFACTURER$ INSTRUCTIONS. F. RVIATiONS B. -- BOTTOM: C.I.P. = CAST IN PLACE: CM.U. = CONCRETE MASONRY UNIT: (E) EXISTING: E.E. = EACH END: E.F. = EACH FACE: ElU = EACH WAY: GALV. = GALVANIZED: LLH = LONG LEGS HORIZONTAL: LLV = LONG LEG VERTICAL: N.T.S. = NOT TO SCALE: O.C. ON CENTER: $.OaG, -- SLAB ON GRADE: T. -- TOP: T.OF. = TOP OF FOOTING ELEVATION. TA.P. = TOP OF PiER ELEVATION: T.O.S. = TOP OF SLAB ELEVATION: T.O.STL. = TOP OF STEEL ELEVATION: TO.W. = TOP OF WALL ELEVATION: TYP. = TYPICAL: UNA. = UNLESS NOTED OTHERWISE: W.WP. = WELDED Win FABRIC. FASTEN MECH. UNIT TO CURB W/ 010 TEK SCREW$ AT 12" O.C. -- FASTEN CURB PARALLEL TO (E) 4xI4 PURLINS W/ 31V' DIA. x 4" LAG SCREWS , FASTEN CURB PERPENDICULAR TO (E) 414 PURLiNS TO 2x8 BLOCKING W/ 3/6" ViA. x 4" LAG SCREW$ AT 12" OC. (2) 2x8 BLOCKING BELOW CURB W/ SIMPSON LUS28-2 AT E.E. (E) 4A4 PURLINS, SEE PLAN I/ L SEE PLAN gamma=", NJ. 0 • 'N `---PROVIDE (4) Sg WOOD SCREWS 2x8 BLOCKING BETWEEN (E) PURLIN$ AT 4811 W/ SIMPSON LUS28 AT 48" O.C. PROVIDE (4) 010 /jhTEK SCREWS �� SEE ARCH. CEILING HEIGHT - - - - - 3 5/8"-18 GA. DIAGONAL BRACING AT 48" O.C. ---__ PROVIDE (4) 010 TEK SCREW$ IV I I Ah SEE ARCH. :f SOFFIT SOFFIT PERPEND. TO %Slwl�03 SCALE: // tl `'"'- ATTACH DIAGONAL BRACING TO 2xi2 W/ 8j WOOD SCREW$ '-2xl2 BLOCKING BETWEEN (E) PURL INS W/ SIMPSON LUSIO AT E.E. PROVIDE (4) 010 /jkTEK SCREWS SEE ARCH. 4 CEILING HEIGHT 3 518"-18 GA. DIAGONAL BRACING AT 48" O.C. --- 5/$ GYP. BOARD'"" PROVIDE (4) 010 TEK SCREW$ IN /,6kSEE ARCH. r : !SOFFIT SOFFITPARALLEL " lI (2)1/2" DiA. E) PURLINS, SEE BOLTS W/ NUT PLAN FOR SIZE AND '; AND WASHER SPACING 2xi2 BLOCKING iYP CONT. TRACK W/ (2) BETWEEN (E)' Q ag WOOD SCREWI o PURLINS W/ AT EA. 2x$ SIMPSON LUS10 AT E.E. 'sfia SEE_ ARCH. L3x3xi/4 DIAGONAL BRACE. CEILING HEIGHT-P C2) PER HOOD :xk 3 5/8"-20 GA. METAL $$; STUDS AT 16"' OC. i 5/8 GYP. BOARD y SEE MECH. DRAWINGS FOR SEEmr PROVIDE (4) 010 0, HOOD INFORMATION NOT GIVEN ,tl 2C{-I. TEK SCREWS IN 0 3 5/6"-20 GA. METAL STUDS JOISTS AT 16" « O.C. STRUCTURE 4:a AkSEE MECH. ►` V - • HOOD HOOD SUPPORT Slnl�04 SCALE: a 0 Pl U i I I TRACK W/ (2) -•-- Sg WOOD SCREWS AT r EA. (E) 414 PURLIN (E) PURLiNS, SEE O PLAN FOR SIZE AND SPACING SEE ARCH. AK ti CEILING -HEIGHT 3 5/8"-20 GA. METAL STUDS AT 161" OC. 51$ GYP. BOARD x SEE PROVIDE (4)'40 Ah?GH. I TEK SCREW$ 0 3 5/8"-20 GA, METAL STUDS JOIST$ AT 16 «. O.G. STRUCTURE (E) PURLiNS, SEE PLAN FOR SIZE AND SPACING 4x6 BLOCKING BETWEEN (E) PURLiNS W/ SIMPSON LUS46 AT E.E. 5/6" DIA. ALL -THREAD ROD W1 NUT 4 WASHER AT E.E. TYf*.-,,- V liroij irtners op 5887 Gfenridge dr. 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