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E'eriod5 only used on one word abbreviations, if the abbreviation BSB i5 a different word by Itself; e.g. ARCH., BIT., and LAM. Periods are usually used when abbreviating multiple words, unless they ABBREVIATIONS .r d AND A AT d. CENTERLINE PENNY # POUND / I_ PROPERTY LINE i n 0 ROM / DI ANCHOR BOLT AAD. ABV` ABOVE AIG AIR COMWITIONI ACC ACCE% AC,T. AGOUSTIGAL TI 6) AFF ABOVE FINI5H FL AD. AREA DRAIN ADD ADDENDUM ADH ADHMVE ADJ ADJUSTABLE A66 AGGREGATE A.H.U. AIR HANDLING iM ALT ALTERNATE ALUM ALUMINAH A.P. ACCESS PANEL. APX APPROXIMATE ARCH. ARCHITECTARAL) A5PN ASPHALT A.T. ASPHALT TILE AUTO. AUTOMATIC AVE AVERAGE AHV5 AKNENG Q &% 36" WIDE BASE G G7 BA BATHROOM 40 W BOARD BF BBI FOLD (DOOR) BIT. BITllMINOU5 BLKG BLOCKING BLDG BUILDING BLK ) BILK& B5LQOcKIw BM BELCH B.M. BENCH MARK BP BI-PA% (DOOR} BRG BEARING BRK BRICK 13.5. BOT14 SIDES, B5MT BASEMENT BTM OR BOT BOTTOM BTM BE_TPEE° N BJ).R BUILT UP ROOF logo BVL BEVELED B.W. BOTH WAYS cGAB CABINET G.B. CATCH BASIN GEM CEMENT CER CERAMIC GF CUBIC, FOOT CHAM CHAMFER G.I. CAST IRON G.I.P. GCMG. GA5T•IN-PL.AGE GONG. CIR CIRCLE GIRD CIRCUMFERENCE G.J. CONTROL JOINT OR CANSTRUGTION JOINT CK CALK(ING) GAULK(ENG) CL aOSET OR CENTER LINT: G,L.R ANCEr) GL5 CL.O5URE OR CLOSER (DOOR) GM CENTIMETER(S) CMU CONCRETE MA50NRY UNIT CAA.. OPENING c OLUMN COMB COMBINATION CONCRETE C4W (A6) CONST CONSTRUCTION CONT GONTINUM COMTR CONTRACTOR GORR C 1MLA&ATED CPR COPPER G OR CPT CARPET CRS COAZW5) CR CORROSION RE51STANT C," CST C.ST. CAST STONE G.T. CERAMIC TILE GTR CENTER OR COUNTER GX CONNECTION GY CUBIC YARD 126D 12" DEEP D DRYER, OR DRAIN VM DOU13LE DECO DECORATIVE DEM DEMOLISH, DEMOLITION DES' DEPRE55ED DET DETAIL Of. DRINKING FOUNTAIN PH DOUBLE UNG DRAM DIAMETER DIA6 DIAGONAL DIM DIMENSION DISP DISPOSAL DIY DIVERTER Di. DEAD LOAD DN D" (STAIRS) D.P. DAMP -PROOFING OR DOORDRY _ Hil+tE DRYD5 DUV"�SPOUT D/5 DRAPER STACK (CABINET) D.T. DRAIN TILE DTL DETAIL DW DI5H KA511ER DWG DRAWING DWR DRAPER E EAST EA EAC YEBHROW (FLAT ARCH) E.F. EACH FADE E.J. EXPANSNON JOINT ELEV ELEVATION E LE-0 ELECTRIC(AL) ENCL ENCLOSNIRE E.P. ELECTRICAL PANEL EQ EGUAL EST ESTIMATE E.W.G. ELEGTRIG WATER COOLER EX6 EXISTING F.XH EXHAUST EXt EXTERIOR ELEVATION KEY OR SECTION KEY �►I"EET NUMBER DETAIL RHBER OR SECTION KEY SHEET HkM ANGLE NOTE NUMBER REV15ION NUMBER (DELTA) A SHEET RHBER B G ELEVATION LETTER EARTH ` 5AND OR GRAVEL FILL BRICK G lk 6Fi NER RR1iPTERGL :VxAMZED%M a6L BK. METAL GT GROUT GYP GYPSUM GYP BD GYPSUM BOARD 42"14 426 HIGH (KALL) + H H5 HOSE BEBB HL. HOLLOW TOR OR NAVY DUTY HDR HEADER HDw HARDKARE HGT HEIGHT HA HOLLOW METAL N RZ AL HM H.R. HALF ROUND (WINDOW) HS HORIZONTAL SLIDER HTG HEATING HVAC HFATIN6/VENTILATIW7/AIR CORD. HWD HARDWOOD (FLOORS) I.B. IRONING BOARD I.D. INSIDE DIAMETER IL.O. IN LIES} OF I.M. INSULATED METAL IN5 OR INSTIL. IW A L.ATED OR IN5ULATION INT INTERIOR JAN JANITOR J5T JOIST (FLOOR OR ROOF) JT JOINT KD KNOCKDOWN (CEILING) KIT KITCHEN KO KPL KKICKKPLATE (ON DOOR) K/5 KNEE SPACE L L LENGTH LA LAMM LAM. LAMENAIVD) LAV LAVATORY (51NK) L.B.O. LOCATION BY OTHERS LEY LIVING L.L. LIVE LOAD L.P. LAMINATED PLASTIC LT LIGFtT L.T. LAUNDRY TUD LTL LINTEL LUM LUMINOUS LVL LAM VENEER LUMBER (BEAMS) LVR LOUVER METER(5) MM MAX MAXIMUM MA5 MASONRY MATL MATERIAL MBA MASTER BATH MBD MASTER BEDROOM MG MEDICINE CABINET MEGH MECHANICAL HIED MEDIUM MET METAL MM MANUFACTURER MH MANHOLE MIN MINIMUM MIR MIRROR M150 MISCELLANEOUS MLD MOULDING, MM MIL.LIIBTE2 MMB MEMBRANE M.O. MASONRY OPENING MOD MODULAR MRB MARBLE EMT METAL MULL MULLION OR MULLED NORTH NN N.I.G. NOT IN CONTRACT NL MAILABLE NG NATURAL C- RADE NO NUMBER NOM NOMINAL N.T.S. NOT TO SCALE N C7 VD. NAT. 6EODETIC VERTICAL DATE! 0 � OBSC 04 A%) O.G. ON CtNTER O.GAB. OVERHEAD CABINET O.D. OUt54DE DIAMETER O.G.D. OVERHEAD 6ARA67E DOOR ON OVERHEAD OPNG OPENING OPT OPTIONAL 05A OUTSIDE AIR 05B ORIENTED STRAND BOARD >.:2X4 HOOD 5TUP PARTITION ••r 5TUP PARTITION R HOOP STUD PARTITION ♦� CONCRETE BLOCK CONCRETE ABOVE SOFFITSHELF ABOVE PIMEN51ONAL . L nurt urn rrnrr rrur. rrrn� ,tint, PLYHOOD INSULATED BAON t~.T.T T�Y�Tj rirara arrr.•�R1610 t R.B. RUBBER RAD RADI RBL RUBBLE RD. ROOF REF REFE REFR REFRI REG REGULAR REQ REQUIRED RE5 RESILIENT REV REVl5ICNJ(5), REINF REINFORCED(IN65) RFG ROOFING RJ.B REINFORCED JUNCTION BOX RLG RAILING REM RANGE W/ MICROWAVE ROJ ECT TEAmm" GENERAL LEGAL DE5GRIPTION: LOCAL JURISDICTION: APN# 400--211-1 2502 E. 17th STREET SANTA ANA, CA CITY OF SANTA ANA 20 GIVIC CENTER PLAZA PO BOX IaSB (M--ig) SANTA ANA, GA q2702 PHON , • 4) 64 F � G ACT: F # www. a.orc THE HE ES Y G UP 17300 th 5T EE TE 251 TU5TI N, 2780 PHONE. ('714) 771-7443 AX : {714) i71--3051 NTA MICHAEL HENNE5SE 3' Al ®5 .net - f" 5 AN BLVD. 1F I TE q C05TA ME5A, GA q2 PHONE: (714)435--3800 FAX: (714)436-OS60 CONTACT: ALAN HOOPS EMAIL: ahoop5ebSbcIe5Egn NOTES: ES: 1. CONTRAGTQR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE 51TE AND ALL INGON5I5TENGE5 SHALL BE BROUGHT TO THE ATTENTION OF THE DEVELOPER AND THE ARCHITECT BEFORE PROCEEDING WITH WORK. 2. ANY ERRORS OR OMISSIONS FOUND IN THESE DRAWINGS SHALL BE BROUGHT TO DEVELOPERS AND ARCHITECT5 ATTENTION IMMEDIATELY. 3. DO NOT SCALE DRAWINGS WRITTEN DIMEN514N5 TAKE PRECEDENCE OVER SCALED DIMEN51ON5. 4. ALL DIMENSIONS ARE TO FACE OF STUD OR TO FACE OF FRAMING UNLE55 OTHERWISE NOTED. 5. ALL TRU55 DRAWINGS TO BE REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO 155UANCE OF BUILDING PERMIT. 6. ALL OR EQUAL 5UB5TITUTION5 MUST BE SUBMITTED TO AND APPROVED BY CITY BUILDING OFFICIAL PRIOR TO INSTALLATION. U+oTE_6ENFtu1 (10-1902) PROJECT INFORMATION 5 50 5OUTH SOLID GORE (DOOR) STRUCTURAL ENGINEER: BORM 555 T _ SCH SCHEDULE 555 ANTON BLVD. SUITE 850 5D SMOKE DETECTOR 005TA MESA, CA g2626 ON SEW �CCE PHONE: ('714) 513-7500 5F.6L S5AAFEARE tt 6LAA55 FEET FAX: {7 # 4) 513-75E�5 5.6.0. 5LIDINC7 6A55 DOOR CONTACT: ERIC H AX50M 5H SHT SINGLE HUNG OR 5HELF(YIN7) (ORMINC7)SHEET EMAIL: ErEchA�borm,Gom SHTHG SHEATHING 066UPANCY GROUP: 5IM 5KL SIMILAR KYLI SGHT MECH / PLUME31NC-7 / ELEG PROCEDURE EN&INEER5 5. SLOPEM)SLIDING TITLE 24 CONSULTANT: 23141 VERDUGO DRI1tE, #105 TYPE OF CON5TRUGTION ROLE~ LACUNA HILLS, GA a2653 SPC, SPACER PHONE: (q4q) 837--3133 AREA T ABA-ATION• SPEC 5PK SPECIFICATIONS_ (AUDIO) SPEAK W5) FAX: (q4q) 837--q,�68 Ali �15510N 5.5T. 51D STAlNE..E% STEM.. STANDARD MECH / PLUMBING CONTACT: BRUCE BAKHSHAEI 5T6 OR STO STORAGE ELECTRICAL CONTACT: HO55EIN AFROUZE H S R SSTRRIZTt TEM EMAIL: brucec�pe rouplG.GOrri 0 SSauSHEARMITIGATED NEGATIVE D. 5 SA DED yy ALL 011/IL ENGINEER: ALAN R. SHORT, PE CONDITIONAL USE P. 5YM 545 SYMBOL SMOOTH FOUR SIDES 25gI1 PINEP100D LANE MINOR EXCEPTION 54P 51W-kE SHELF / 5IW7LE POLE LACUNA HILLS, GA g2653 2542P DOUBLE SHE LF / DOUBLE POLE PHONE; Cg4q) 586�-5200 ZONNING 254IP DOUBLE SHELF / SIW-kE POLE T TREAD (AT 5TAIR5) OR TILE FAX: (g4ci) 586-6�487 T.B. TOWEL BAR CONTACT: ALAN 5HORT T.B.D. TO RE DETERMINED TO TERRA GOTTA EMAIL. alan5hortacox.net T.C.J. TROPELED CONTROL JOINT TEMP. TEMPERED (&LA%) LANDSCAPE DESIGNER: JKO DESIGN T4& TONG 4 GROOVE TEL TELEPHONE I48011 FOXCROFT RD. T R THRESH) TU5TI N, CA g27S0 T.O.G. TOP OF CURB PHONE: 014) "731-4241 T.O.F. TOP OF FOUNDATION T.OM. TOP OF MASONRY FAX: (714) 731--4241 T.OM. TOP OF WENDOw CONTACT: JIMMY O(5ATA TR OR TRN TRANSOM (WINI)a TP TOILET PAPER � h Time TY TELEVISION OUTLET ,, ; J L 1 j` TYP TYPICALua 7-5840 1JG UNDEF CUT (DCk1t�J Fur Api �� '` . n U UNF UIFINISHED U.N.O. UNLE55 NOTED OTR�RWI5E V VB VANITY BASE " __ " Y.B. VAPOR BARRIER' �" erM't VB36 36" HlDE VANITY BASEjarm ��.���� .� u � � � � VERT -is VERTICAL r- q i7ir,..T VEST V _STIBLE ... _ .. ... vFB VENTED FRIEZE BI oGK mui .permitreqwrea VIN (SHEET) VINYL. , V.5. VEGTABLE 51NK Q g^ 1 ' t ,l " a - 5840 Y.T. VINYL TILEl S, V T.R. VENT TH U ROOF w w3630 365w X 3014 KALE GAB w WIDE / WEASHNNG MACHINE / M5TAL RE WC KATE IZ CLOSET s T WD WOOD 1:�k L �`� r1Dw WINDOW �apx� L g E pp AIRE .�� T wF WIDE FLANGE (STEEL BEAM) U' �� BU � . 25 5 Hi WATER HEATER Ord, � ., ,+ �'� gg p�m - ,v.l S G` C Y �� zk k t m '«fix x x i }? `°1; p ,y yam` z Y'"' I4 KALLGHT IRON # v a..a T� L T �y.�� 594 red FOR F ` "'��'' WIG KALK-IN CLOSET �� .a. a Sf"' C e 1CAT1 W/ WO WITH OR WIT TOUT RO � l a,;� H INS'", � i f cP p I HP wATERPROOF(ING) PARM-D'HA'�1��15� CAL S;90, dOA WX PATER RE515TANT 115. KATM SOFTER KSGT WAIMSC.OT W: T.K WALL TO WALL Pff P EL.DED WIRE FABRIC P z PW WELDED HIRE MESH Fu+r ceiuN65 (------- Litt OF GEILIN6 BREAK FLAT 5L 8 (g SLOPED GEILIN6 STARTING HEIGHT PITCH MAY BE NOTED HEIGHT NOTED 00 WATER CLOSET ° LAVATORY DOUBLE SINK i 51N67LE SINK [NOTE-5YMBOL5] (10-2"2) THE PROJECT SHALL COMPLY WITH THE FOLLOWING: CALIFORNIA ENERGY CODE. 2001 EDITION CALIFORNIA BUILDING CODE. (G.B.Gj 2001 EDITION CALIFORNIA ELECTRICAL CODE. (G.E.C) 2001 EDITION CALIFORNIA MECHANICAL CODE. (G.ML) 2001 EDITION CALIFORNIA PLUMBING CODE. (C.P.G) 2001 EDITION ALL APPLICABLE 5TATE AND LOCAL CQDES. ACCE551BILITY REWIREMENT5 PER CHAPTER 1113 OF THE CBG 2001 EDITION B TYPEV -N 1500 5F SHELL BUILDING R%IG HEARING - CONDITIONAL USE PERMIT NO.2002 - 30 AND MINOR EXCEPTION N0. 2002-06 TO ALLOW THE CONSTRUCTION OF A 5TARBXK5 WITH DRIVE-THROIJ61-1 WINDOW SERVICE. PREPARED BY: ANN H51N-AN NI APPROVE - ENVIRONMENTAL REVIEW NO.2002 - 401 APPROVE - G U PERMIT NO.2002 - 30 APPROVE - MINOR EXCEPTION NO.2002 - Ob COMMERCIAL (0) FLOOR AREA RATIO 0.5 LL ALL 1 1 1 1 1 •� 1 FOR Arc itects and Planners nc. � 111 � 111 1 1 • A. ADMIN15TRATION 1. "UNDERGROUND UTILITIES SHALL BE REQUIRED FOR TH15 PROJECT." q. A SEPARATE BUILDING PERMIT APPLICATION 15 REQUIRED FOR: A. EACH 516N B. TRASH EIGLO9URE(5) C. LIGHT 5TANDARD(5) D. PEDESTRIAN PROTECTION F. LIGHT AND VENTILATION 25. NOTE LIGHT AND VENTILATION RE6UIREMENT5 ON THE PLANS IN ACCORDANCE WITH THE G.B.G. REQUIREMENTS FOR EAGH TYPE OF USE. FOR RESTRICTIONS ON THE USE OF GORRIDOR5 TO CONVEY AIR, SEE CHAPTER b OF THE MECHANICAL CODE. A. "ALL ENCLOSED PORTION5 OF BUILDI%5 CUSTOMARILY OCCUPIED BY HUMAN BEINGS SHALL BE PROVIDED WITH NATURAL VENTILATION BY MEANS OF OPENA13LE EXTERIOR OPENIN65 WITH AN AREA NOT LE55 THAN 1/20 OF TOTAL FLOOR AREA. B. "ALL ENCL05ED PORTION5 OF BUILDIN665 GUSTOMARILY OCCUPIED BY HUMAN BEINGS SHALL BE PROVIDED W1TH A MECHANICAL OPERATED VENTILATION 5Y5TEM. SUCH MECHANICALLY OPERATED VENTILATION 5Y5TEM SHALL BE CAPABLE OF SUPPLYING A MINIMUM OF 15 CUBIC FEET PER MINUTE OF OUT51DE AIR PER OCCUPANT DURING 5UCH TIME A5 THE BUILDING 15 OCCUPIED. IF THE VELOCITY OF AIR AT A RE615TER EXCEEDS 10 FEET PER 5EGOND, THE REGISTER SHALL BE PLAGED MORE THAN 8 FEET ABOVE THE FLOOR DIRECTLY BENEATH. G.B.G. SECTION 1202.2.1" G. "TOILET ROOMS SHALL BE PROVIDED WITH A MECHANICALLY OPERATED EXHAUST 5Y5TEM CAPABLE OF PROVIDING A GOMPLETE CHANGE OF AIR EVERY 15 MINUTE5.5UCH MECHANICALLY OPERATED EXHAUST 5Y5TEM5 SHALL BE CONNECTED DIRECTLY TO THE OUTSIDE FROM THE POINT OF DI50HAR6E SHALL BE AT LEAST 3 FEET FROM ANY OPENING WHICH ALLOW5 AIR ENTRY INTO OCCUPIED PORTIONS OF THE BUILDING. G.B.C. 5EGTION 1202.2.1 (5EGOND PARAGRAPH)." 1. 6EOTEGHNICAL AND COMPACTION REPORTS 28. "PROVIDE THO COPIES OF A COMPACTION REPORT REVIEWED, ACCEPTED AND STAMPED BY THE LEGALLY RESPONSIBLE BUILDING MIGNER. THE REPORTS ARE TO BE 5UBMITTED TO AND ACCEPTED BY THE BUILDING AND SAFETY DIV15ION PRIOR TO CALL FOR FOUNDATION INSPECTION." J. STRUCTURAL 5Y5TEM5 2q. DETAILS MUST BE PROVIDED ON THE PLANS FOR ITEM5 DE516NED IN THE CALCULATIONS. G.B.C. SECTION _ 1.0b.3.3. 30. "TRU55 SUPPLIER SHALL SUBMIT CALCULATION5 AND SHOW DRAWINGS 516NED BY A REGISTERED CIVIL ENGINEER TO THE RESPONSIBLE PROJECT DE5I6NER WHO AGREES TO REVIEW THE SHOP DRAWIN6515 FOR ACCEPTANCE PRIOR TO FABRICATION. SHOP DRAWIN65 AND CALCULATIONS SHALL BE SUBMITTED TO THE WILDING SAFETY DIVISION FOR ACCEPTANCE AFTER THE RESPONSIBLE PROJECT DE516NER HAS NOTED HIS/HER ACCEPTANCE AND PRIOR TO FABRICATIONS. TRU55 DRAWINGS MUST REFLECT COMPLIANCE KITH G.B.C. 5ECTION5: A. IOb.3.2. PLAN5, 5TRUGTURAL CALCULATIONS, AND 5PECIFICATION5 MUST BE PREPARED BY A CALIFORNIA RE6I5TERED CIVIL ENGINEER. B. 2304.4.2. CONNECTORS AND FA5TENER5 SHALL BE INSTALLED IN ACCORDANCE WITH G.B.G. CHAPTER 23, DIV1510N III, PART 111. 1. FIRE DEPARTMENT FINAL INSPECTION REQUIRED. SCHEDULE ALL IN5PECTION5 12 HOUR5 IN ADVANCE BY CALLING (114) (941-5-100. 2. PROVIDE ADDRESS NUMBER 2302 AT LEAST 51X (b) INCHES HIGH, WHIGH 5HALL BE PLAINLY V151BLE FACING 17th STREET. 3. PROVIDE 2A 10136 MINIMUM RATED FIRE EXTIW15HER TO BE LOCATED ON EACH LEVEL WITHIN 15 FEET OF TRAVEL V15TANCE FROM ALL AREAS. TRAVEL DISTANCE 15 30 FEET IN AREA5 HAVING FLAMMABLE LIQUI05. 4. CHEMICAL EXTIWI51 111% 5Y5TEK5) SHALL BE INSTALLED PER N.F.P.A. STANDARD qb AND I`7A TO PROTECT COOKING EQUIPMENT AND EXHAUST 5Y5TEM5. 5. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. PROVIDE SELF- RELEA51% LOCKING DEVICES ON EXIT DOORS. b. A SIGN THAT READ5 "THIS DOOR TO REMAIN UNLOCKED DURING R61NE55 HOURS" WITH A MINIMUM ONE (1) INCH LETTERS SHALL BE PROVIDED ADJACENT TO EXIT DOOR. 1. "EXIT" 516N5 SHALL BE IN BLOCK LETTERS, A MINIMUM OF 51X (b) INGHE5 HIGH WITH A 5TROKE OF NOT LE55 THAN 3/4 INCH. LUMINANCE ON FACE OF 516N SHALL BE 50 LUX. 8. "EXIT" SIGNS SHALL BE ELECTRICALLY ILLUMINATED AND ENERGIZED FROM 5EPERATE GIRGUIT5.5HOW ON ELECTRICAL PLAN(S). ONE OF THE ABOVE CIRCUITS SHALL BE PART OF THE EMERGENCY LIGHTING SYSTEM. q. EXIT 5IGN5 SHALL BE PROVIDED IN ACCORDANCE WITH GURRENT EDITIONS OF G.B.G. AND C.F.G. 5HOW LOCATION ON FLOOR OR REFLECTEL CEILING OF TENANT IMPROVEMENT PLAN(5). 10. 5TORAGE, 0I5PEN51NG, OR USE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS, FLAMMABLE 6A5E5, AND HAZARDOU5 CHEMICALS SHALL COMPLY WITH UNIFORM FIRE CODE REQUIREMENTS. r n - a' .",� ;r' g r`z'° .,r e, v i , .<�...., + cl, i r;.b...X y + a�"�' w:a' § v uES.a. .Sys:. si u t��•,s . s P '"4 and A "i Ynfi."9�s�mvsl be kcrut on the job atio all NU G ,r'0,41f) it i �-0 unlawful Apo-'* l p�s�+� 9 make e� any changes h a �ppp*ppp�. pc��a or o s'se SdeS �iC Rai# 86Axa�aid �8.ad� S�ak'�:bt�Y}Y v >� aun sara-,13.without writtan permission from the City Santa Ana. The Ecceptanrw of this plan and sped',icatimns SHALL NOT gg°":3 4g$3�„'"�},}$ 33ss44��,, p:m nor �,p. ,�,M1d M�,,�+&. ; s Vp appx*,.�.s violation �A ba, old o c9.rmi no b a�in, appi: val c`ti tiSi � violation any piovislons of ANY I6 Ordinance or azi Law. Accepted By Dato ITS' OF SANTA AiA • a SHEET INDEX ARCHITECTURAL GS COVER SHEET CUP-1 GONDITIONAL U5E PERMIT GUP--2 GOND I T I ONAL U5E PERMIT M M M LYE --I LANDLORD NOR.KLETTER � t 9 9 c> o GN-- I GENERAL NOTE5 6N-2 GENERAL NOTE5 0 C GN_3 GENERAL NOTE5 faq 6N--4 GENERAL NOTE5 GBG-2 HAND I GAP AGGE55I B 1 L I TY 5HEET GBG- 5 HAND I GAP AGGE551 B I L I TY 5HEET ■ SHELL [... T- 0 o A-- I SLAB PERIMETER LAYOUT cm v A-2 FLOOR PLAN ROOF PLAN ' 0 A-3 on A--4 EXTERIOR ELEVATIONS � C / rrns 1� �� Q A--4.1 EXTERIOR ELEVATION5 A-3 5EGT ION5 cr) AD- I ARCH I T GTURAL DETAIL5 Cn QjC.% (D AD-2 ARGHITEGTU,RAL DETAIL5 4-0 0 AD-3 ARGHITEGTURAL DETAIL5ac N ...., ■ c GG--I.I ARGHITGTURAL SITS PLAN c.° , U RF- I REFERANGE FIXTURE FLOOR PLAN 00 3 Oc� __ ' _j Lit co CU x 21 TOTAL ARGHITEGTURAL 5HEET5 0 r Q 0. STFi CT RAL 0 w rn 5111 NOTE5 $ 5PEG I F I GAT T ON5 5N2 NOTE5 4 5PEG I F I OATI ON5 51 FOUNDATION PLAN 52 ROOF I RAM I NC7 PLAN cc L o 5D1 FOUNDATION DETAILS (D � +j v v 5D2 GENERAL FRAMING DETAIL5 ` 502.1 GENERAL FRAMING DETAIL5 503 GENERAL FRAMING DETAIL5 cc TOTAL 5TRUGTURAL 5HEET5 .... 4 4) MECHANICAL ' MI MEGHANIGAL FLOOR PLAN M2 MEGHANIGAL DETAIL5 _ gc� E 0 M3 T-24 GOMPL I ANGE FOB' M5 < Q fit 3 TOTAL MEGHANIGAL 5HEET5 rc N a M ELECTRICAL0 E1.0 ELEGTRIGAL 51TE PLAN 0 E2.0 ELEGTRIGAL FLOOR PLAN „ A E3.0 S I NGLE LINE DIAGRAM G 2 5100E c-=x �� ,. g u` , n., , _F_>.... ° . I Irsatita Ada E4.0 PHOTOMETRY 51TE PLAN a N P E (D' i I) M'z3 A4072 s* P a E5.0 PHOTOMETRY 51TE PLAN M 4 a C m. e 4 x. ;w r 5 TOTAL �LEGTRIGAE15HEtft to 7 °., m_ .: vkfir 'z`+4`$ f e"'a.%i'ly aw, P n V '' SEP 210E PLUMBING PI PLUMBING 51TE PL ANI I TOTAL PLUMBING 5HEET5 C� LANDSCAPE L I.O I RR1 GATI ON FLAN 111101 L2.0 PLANTING PL L3.O DETAILS.:.: L4.0 5PEGIFIGATIO0` 8NO. ...v DZAWt+E BY 4 TOTAL LAND5GAPE"" ktT57_'_ ... +ECKED BY t4 42 TOTAL .. SHEET TITLE SHEET c INDEX, INJECT INFORMATION, cs c 5Yi�3415 nC>N5, • Exterior parking and walkway lighting with a minimum level of 5FC, measured at grade, 50' in (b) Tenant refuses to accept possession of the Premises until Landlord's Work is completed front of store and all public entrances. correctly. TELEPHONE DESCRIPTION OF LANDLORD WORD FOR PREMISES LANDLORD WORT Description of Work -LETTER • Provide 1 1/2" conduit with pull string and (4) -- Category 5 cables from the building's local , DRIVE-THRU REQUIREMENTS telephone service entrance point to a service point within the Premises as shown on Tenant's Description of Work: CONSTRUCTION REQUIREMENTS plans. • Landlord shall coordinate with the city approved Site Plan and Tenant's Plan and furnish and AND STANDARDS FOR NEW CONSTRUCTION ITH DRIVE-THRU install underground electrical conduit(s) to the following exterior Drive-Thru equipment as shown PLUMBING on the latest available drawings at the time of construction: Description of Work ➢ Order menu board and speaker mount • 4" minimum sanitary sewer waste line brought within Premises at suitable depth to drain per local ➢ Illuminated directional sign(s) I. INITIAL BUILD OUT -LANDLORD CONSTRUCTION code from any location within the Premises. Sanitary sewer waste branch lines and venting are ➢ Detector loop set(s) required to be distributed per Tenants plans and specifications. Septic tank or similar systems are ➢ Parkin and Drive-Thru tarmac lighting. gPrior to delivering possession of the Premises to Tenant Landlord will complete all of the Landlord's not allowed. ➢ Monument sign(s) and/or pylon sign(s) Work in accordance with the Tenant's specifications for the Premises (including Tenant's Architecture • 1" domestic water (DW) service, separately metered, stubbed via copper piping into the Premise, • Landlord shall coordinate with the Site Plan, Shell'Plan and Tenant Plan and furnish and install the' and MEP standards), at Landlord's sole cost and expense, using all new, commercial rade-e ui ment g q P location pursuant to Tenant's plans and specifications, capable of providing a minimum operating following Drive-Thru equipment: and materials. flow of 30 gallons .per minute (GPM). DW service pressure shall be delivered at 80PSIG , ➢ Tenant's standard double -slide Drive-Thru service window,- (as integral art of shell building), and g p g} "maximum and 50 PSIG minimum. The fire protection system and the domestic water system shall Drive-Thru. canopy Landlord will perform Landlord's Work in a good and workmanlike i11ai1rier in comp Hance with all not be supplied from the same service. ➢ Exterior canopy light at Drive-Th.ru'window' applicable code requirements. Landlord will obtain all permits, and pay all fees (including hook-up • 3" vent located above the proposed ceiling brought within the Premises from properly .flashed vent ➢ . Dumpster pad and enclosure fees) for Landlord's Work, and will have all necessary building code inspections completed (with through the roof. ➢ Extruded curbing copies of inspection reports to Tenant) prior to delivering possession. of the Premises to Tenant. • Gas line sized and stubbed 5 feet inside Tenant's Premise per Tenant's plans and specifications. ; ➢ Light poles and lamps Landlord shall also obtain any required approval of any energy. use calculations by the appropriate • Keyed, frost -free recessed exterior hose bib per Tenant's plans and specifications (if Premises have' ➢ Parking lot striping and directional arrows agencies havingaurisdiction, before Tenant accepts possession of the Premises. exterior storefront), ➢ Bollards (concrete filled piers) • Grease interceptor sized and located in accordance with jurisdictional wafer/waste management ➢ Height restrictive bar Landlord will work to coordinate as soon as possible with Tenant the Drive-Thru design, plans and board, if required by the local jurisdiction. ➢ Landscaping and irrigation specifications as set forth in below in section entitled Description of Work, Drive-Thru Requirements. FIRE PROTECTION FLOORS As soon as reasonably possible after execution of the Lease by all parties and prior, to commencing Description of Work Description of Work � � Landlords Work, but in no event later than four (4) weeks prior to delivering possession to Tenant, . • 4" fire main brought into Premises, if required by the local jurisdiction.. • Level 4". reinforced concrete slab or wood floor at street level, in stable, dry condition. Concrete Landlord will provide Tenant with a copy of Landlord's construction schedule as it pertains to the Sprinkler coverage (drops and heads) distributed throughout Premises per Tenant's specifications floor must be smooth level and properly cured. Wood floor must comply with current engineering Premises, and the name, phone number and address of Landlord's contractor and construction fi and local fire code requirements, if required by the. local jurisdiction. If required by the local standards far deflection and be. dry and free of rot. manager. After commencing construction, Landlord shall provide Tenant ' g g p en nt with a weekly construction jurisdiction, sprinkler system to include flow and tamper device(s), fire alarm system disconnect DEMISING AND EXTERIOR PERIMETER WALLS status report.. Tenants construction manager,.or its designated representative, may enter upon the Premises during construction of Landlord's ' g ord s Work to inspect take and back flow, prevention as required by agencies having jurisdiction, pressure tested, fully operational, inspected and approved by local agencies having jurisdiction. � � Description of Work progress, progress photos, and to determine -if Landlord's Work is bein completed in accordance with Tenant's g p nt s standards; plans and • If required by local jurisdiction, base building monitoring and fire protection alarm system brought • Walls to be paint ready (#5 - smooth finish) specifications, and whether the work is progressing on schedule. to premise with audible and visible signals in locations coordinated with Tenant and in compliance with applicable jurisdictional and handicap accessibility codes. Provide furred wall framed with 4" nominal, 20 gauge studs • -- 16" o.c.., insulated (R-11) and drywall. Provide Tenant's side with 5/8" Type "X" GWB; 'fire taped and bedded, ready for paint Landlord shall not install the floor slab until Tenant has completed its plans and specifications by Tenant from floor up to the underside of roof deck. Seal top and bottom joints, and all � (including mechanical acid electrical engineering plans) showing the location of all pipes, water lines - and conduits to be located within under the penetrations, airtight with fire retardant foam sealant, unless otherwise required by local fire code. or slab, including but not limited and electrical panel stubs. However, g ited to bathroom, service bar, p er, in no event will the Tenant improvement plans delay the shell , building construction. YJnless previously agreed.to in writing by an and Tenant, neither Landlord nor Tenant shall place any roof hatches within the Premises. Prior to Tenant taking possession of the building only, all Landlord Workletter -New Construction with Drive Thru Landlord Workletter— New Construction with Drive Thru roof penetrations required shall be done by Landlord's contractor at Landlord's expense. If, Revised October 2001 Page 5 of_14-�' 02001 Starbucks Corporation Revised October 2001 Page 3 of W5, 02001 Starbucks Corporation PROPRIETARY AND CONFIDENTIAL - DO NOT COPY ' �' ;i PROPRIETARY AND CONFIDENTIAL - DO NOT COPY ` ' 3 ` 1` %'N Landlord Workletter--New Canst��iction with Drive T1uct .. . ....s .. STOREFRONT & ENTRY. DOORS Description of Work • Provide either (a) all entrances at street or walkway level, or (b) entrances that meet federal, state,. provincial, and local building, life safety, and handicap accessibility codes. Provide door hardware to Tenants' Specifications. RESTROOMS Description of Work • Tenant will construct restroorns HEATING, VENTILATING AND AIR CONDITIONING (IIVAC) Description of Work • Landlord to provide HVAC sufficient to maintain the Premises at a temperature between 66 and 72 degrees Fahrenheit as measured 36" above the floor, and 55% relative humidity (R.H.), 24.hours a day, 365 days a year, and subject to Tenant's HVAC consultant's recommendations, which will be provided to Landlord within thirty (30) days 'of the completion of the shell construction documents. Landlord's Work shall include the requirements -specified by local, regional, or state energy Codes. • Landlord's.specifications and locations for HVAC units shall conforwith Tenant's specificconform with • Main supply and return air ductwork ready for Tenant distribution. • Make-up air and exhaust ductwork. Separate restroom exhaust at 100-CFM minimum per restroom to operate continuously during open hours. • All electrical and plumbing connections per manufacturers recommendations and specifications. • Thermostats/HVAC controls shall comply with Tenants' Specifications and Code (Honeywell T7300 or equivalent): minimum one (1) for each unit with remote sensors to be located according to Tenant's specifications. • Energy efficiency/code compliance calculations with appropriate permit(s). ELECTRICAL Description of Work • Electrical service for temporary construction power to the Premises sufficient to serve Tenant's construction power needs. Howes. er, the cost of the electricity used will be at 'Tenants expense. + Service drop from the utility company .location providing 400 amp, 120/208 volt, 3 phase, 4 wire, power service connected to Tenant's Main Panel. • Conduit and correctly sized wire from utility service point to Tenant's Main Panel. • Current transformer (CT) block; meter base and meter, if required by the local public utility. Square "D" or equivalent NEMA 1, lockable, 400 amp rated panels (two (2) panels, 42 poles each are required with breakers per tenants specifications, recessed mounted panels, in a location designated by the Tenant. Main feeders from utility service point to Main Panel in Premises; main breakers and main disconnect, to be dedicated for Tenant's use only.. Landlord Workletter -- New Construction- with Drive Thru Revised October 2041 Page 4 of �1 S 02001 Starbucks Corporation PROPRIETARY AND CONFIDENTIAL - DO NOT COPY . t notwithstanding the preceding sentence, Tenant is required, by the local jurisdiction, to perform such roof penetrations, Landlord liereby agrees: , (a) Unless objected to by Landlord within thirty (30) days of completion of the penetration, Tenant's work shall be deemed proper; (b) Tenant's performance of such roof penetrations shall not reduce the Landlord's obligation to maintain the roof; (c) Landlord agrees to indemnify, defend and hold Tenant harmless from all claims, causes of action, liabilities, losses, damages, and expenses whatsoever (including attorney's fees) caused by or arising as a result of such penetration; and (d) Landlord agrees that it will pay all actual, reasonable, out of pocket expenses incurred by Tenant in conjunction with such'roof penetrations. (e) All work must meet the requirements.of the roofing manufacturers warrantee. II. PARTIES OBLIGATIONS UPON DELIVERY AND POSSESSION Landlord shall notify Tenant in writing when the Premises are ready for Tenant's occupancy and Tenant shall arrange promptly to inspect the Premises. At the time of Tenant's inspection, Landlord shall demonstrate all of Landlord's Work including all mechanical systems of the Premises. Tenant shall deliver to Landlord a written punchlist of all incomplete or faulty items of construction or mechanical installation, and any necessary mechanical adjustments and finish work needed to bring the Premises into the condition required by Section .III and the Lease. Landlord shall substantially repair all punchlist items prior to Tenant's acceptance of the Premises, or if Tenant chooses to accept delivery of the Premises prior to completion, within thirty (30) days of the date Tenant accepts the Premises. At the time of the inspection, Landlord shall execute a document acknowledging whether Landlord completed Landlord's Work and whether Tenant accepted possession either in the form attached to the Lease or attached as the Delivery of Possession (Exhibit D). Tenant's construction manager shall note on this form whether Landlord's Work has been completed in accordance with the terms of the Lease and according to Tenant's plans and specifications. Tenant's construction manager shall also indicate which items were not completed and shall indicate whether: (a) Tenant -elects to. accept possession'of the Premises without requiring completion of Landlord's Work by Landlord; or, Revised October 2001 Landlord Workletter - New Construction with Drive Thru Page 2 of kf 3_* 02001 Starbucks Corporation =AND CONFinFNT QY _ O V i-?iv _ - 0 m° 0 -v C 0 0 Cf)4) 4-0 0 V•�- v ,+T— 0 C C ... ,0 13 ® U O L.LJ 0 J LU X Q 0� ■ 0 rn v i cc In 00 N v L n O V n ■ v a ■■■r�■ o �.i ■ 0 L o rr E 0 C Q 0� Q � rn 'Coll o N'� �U-) M � V � M .o cooLO r. t ti um O w 0 JOB NO. 53050 PROD. MGR. A. H00P5 DRAWN BY CHECKED BY SHEET TITLE SHEET LANDLORD WORK LETTER CONSTRUCTlt1fi! LW— REQUIREMENTS AND STANDARDS DRIVE-THRU .. .......... Kdo/O 1 /17/03 RESOLUTION NO. 2003-02 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF SANTA ANA APPROVING CONDITIONAL USE PERMIT NO. 2002-30 TO- ALLOW A DRIVE -THROUGH WINDOW AND MINOR EXCEPTION NO. -2002-06 TO ALLOW A REDUCTION IN -THE OFF STREET PARKING REQUIRMENT FOR THE PROPERTY LOCATED- AT 2302 EAST SEVENTEENTH STREET BE IT RESOLVED BY THE PLANNING COMMISSION OF THE CITY OF ITA ANA AS FOLLOWS: Section 1. The Planning Commissionof the City of Santa Ana hereby'finds rmines and declares as follows: A. The Mitigated Negative Declaration and Monitoring Program, Environmental Review No. 2002-407, Conditional Use Permit No. 2002-30 and Minor Exception No. 2002-06 came before the Plan n ing'Com mission of the City of Santa Ana for a duly noticed public hearing on January 27, 2003. B. Conditional Use Permit No. 2002-30 has been filed with the City of Santa Ana seeking to allow the construction of a Starbucks with drive -through window service at 2302 East Seventeenth Street. Pursuant to Santa Ana Municipal Code Section 41-365.5 eating establishments with drive -through window service are permitted uses subject to the issuance of a' Conditional Use Permit. 1. Santa Ana Municipal Code Section 41-638 authorizes the Planning Commission to grant a conditional use permit upon making certain findings. i. Will the proposed use provide a service or facility which will contribute to the general well being of the neighborhood or the community? The proposed Starbucks with drive -through window service will provide a service to the community by providing an additional restaurant opportunity in -the area. The drive -through lane. will'provide an added Resolution No. 2003-02 Page I of 5 Ri P e5 CS R4 R4 -7200 SANTA 41;2= W� RI-720D —4w_ 3440 Q FFAL0 AV. %s,ian woo R1 6"1 142- 6(�Rl-7200 -72M 6", R4 Al G5 PRD 0 -7200 AMON AV, W1111-1 131.c C1 Al =V CATAJJ AV. 113 JR1 60-R 7200 R1 R3 r X n A A P W. ig 6"1-7200 R1 0 C5 Al . , 'I - R1 f13 Al R R1 City of Tustin R4 W Z R4. R1 C1 Ay GI Al 4 f0 Al Ri -- C, Al C5 fci 0 C15 71 17TH ST. _A C5 C5 R4 C5 C1 Im ST. PRUJECT, ci C5 S 111 111-8 R1-B SITE WS Ri R4 R4-PRD Ri R1 CIO- Q D MLLINGTCW -Ij P R4 vom. St J R1 Ri P R1-PRO` W P R1 1111 R'i 9 D too ERVII ST, Rl- Tr PRD s ST. 3 R1 R1 R1 0 0 R4 CIL P I D d, R1 P P F Al GENERALAGRICULTURAL CR COMMERCIAL RESIDENTIAL RI SINGLE FAMILY RESIDENTIAL .B PARKING MODIFICATION GC GOVERNMENT CENTER R2 TWO FAMILY RESIDENCE C-SM COMMERCIAL SOUTH MAIN mi LIGHT INDUSTRIAL R3 MULTIPLE DENSITY MULTIPLE C1 COMMUNITY COMMERCIAL M2 HEAVY INDUSTRIAL FAMILY RESIDENCE C1-MD COMM. COMMERCIALIMUSEUM DISTRICT MO MILITARY OPERATIONS R4 SUBURBAN APARTMENTS C2 GENERAL COMMERCIAL 0 OPEN SPACE RE RESIDENTIAL ESTATE C3 CENTRALBUSINESS P PROFESSIONAL so SPECIFIC DEVELOPMENT 03-A CENTRAL BUSINESS -ARTIST VILLAGE PCD PLANNED COMMUNITY DEVELOPMENT SP SPECIFIC PLAN C4 PLANNED SHOPPING CENTER PRD PLANNED RESIDENTIAL DEVELOPMENT CS ARTERIAL COMMERCIAL PlanA`dng Commission Action a 7caUolal Conditional Use Permit No. 2002-30 zSt Minor Exception No. 2002-06 PLANNING COMMISSION MEETING DATE: PLANNING COMMISSION SECRETARY January 27, 2003 JANUARY 27,. 2003 Page 3 APPROVED TITLE: 0 As Recommended PUBLIC HEARING CONDITIONAL USE 0 As Amended The project has been designed to 'meet the City 's development standards for PERMIT NO. 2002-30 AND MINOR EXCEPTION 0 Set Public Hearing For eating establishments with drive -through window service. Pedestrian and 'NO. 2002-06 TO ALLOW THE CONSTRUCTION DENIED vehicular circulation has been - provided., in a safe .- and usable manner OF.A STARBUCKS WITH DRIVE -THROUGH WINDOW 0 Applicants Request throughout the site. A combination of berms and hedges will be provided SERVICE AT 2302 EAST - SEVENTEENTH STREET. 0 Staff Recommendation in the front yard setback area along the Seventeenth' Street frontage to CONTINUED TO screen the dr.ive-through aisle and reduce glare. The vehicular Prepared by Ann Hsin7An Ni circulation system for the project is, designed to avoid conflicts on -and off -'site. The circulation design Will allow vehicular stacking within the site, thereby avoiding impacts to Tustin Avenue. 00* Axt 4 " Deputy Manager Planning Manager A total, of 14 parking spaces will be provided. on -site,, representing a one parking space (6 percent) deficiency.' As a result, a minor exception for the parking reduction is required. Although there is RECOMMENDED ACTION minimal off -site parking opportunities surrounding the site, the, development is expected to attract customers from the existing. retail 1. Approve and adopt the Mitigated Negative Declaration and Monitoring, and office -uses adjacent to the property. Since these patrons, are Program, Environmental Review No. 2002 -407. anticipated to be pedestrians, the reduction of one space is supported. 2. Adopt a resolution approving Conditional Use Permit No. .2002-30 as The project is located at one of the designated focus intersections as conditioned. identified in the Urban Design Element.. Projects at focus intersections must include high quality design and materials. As a result, a 25-foot 3. Adopt a resolution approving Minor Exception No. 2002-06 a$ - wide landscape planter that will include a decorative retaining wall, conditioned. - trees, shrubs.and ground cover will be provided at the corner of Tustin Avenue and Seventeenth Street. Three Pinus Canariensis .(Canary Island DISCUSSION Pine),. 48-inch boxed size, will be included to offer unobstructed vertical view from pedestrian and vehicular traffic (Exhibit 5) Request of Applicant The proposed project is consistent with the General Plan land use The Hennessey Group is requesting approval of Conditional Use Permit No. designation of General Commercial. One of the goals of the Land Use 2002-30 to allow the construction of a Starbucks with drive -through Element is to preserve and improve the character and - integrity of window service at 2302 East Seventeenth Street. The applicant is also existing neighborhoods. The project has been designed to. preserve the requesting a minor exception to allow the reduction of the off-street character of the surrounding neighborhood. - The facility will contribute parking requirement byoneparking space. to the general 'well, being of the community by providing food and beverage service to residents and visitors as well as enhancing 'the Pr22e,, Descri2tion economic stability of the area by converting a vacant site into a vital, Ar-i-ivp r,,nTnrnArr-"JA1 development The -rn m -r-i- i I t A within the Community Commerci al (Cl) zoning district and has a General Plan land use designation of General CUP 02-31011MIE 02-6 In summary,, the Starbucks with drive -through window service complies Commercial (GC) with 'a floor area rat' At - provisions Community 1 10 of 0.5.. This site is surrounded with the pr s set - f orth in the Commun i ty Commercial al, (Cl zoning by commercial retail uses to the east,, ast,, west and south; and a vacant 2302 EAST SEVENTEENTH STREET 500 FEET, iistrict and Land Use Element of the General Plan. Approval of, ...?r.oper'ty to the north (Exhibits 1 and 2). There are two existing Conditional Use Permit- No. 2002-30 and Minor -Exception No., 2002-06 is restaurants with, drive -through window -1 1000 FEET service in the vicinity and four recommended. more are -proposed, including Starbucks. R L A _N N I N G A N D B U.1 L D.1 N G A G E N C Y EXHIBIT 1 . ..... ..... — ------------ Community Commercial (CI) zoning district that allows retail and service uses. C. Minor Exception No. 2002-06 has been filed with the City of Santa Ana seeking to allow the reduction of the off-street parking requirement by one parking space. 1. Santa Ana Municipal Code Section 41-638 authorizes the Planning Commission to grant a minor exception upon making certain findings. i. That because of special circumstances applicable to the subject property, including size, shape, topography, location or surroundings, that the strict application of the zoning ordinance is found to deprive the subject property of privileges not otherwise at minor exception with the intent and purpose of the provisions of this Chapter. There are special -circumstances applicable to the subject property. The subject site is located on the southeast corner of Tustin Avenue and Seventeenth Street, which is a contained site surrounded by existing professional and commercial developments. The number of parking spaces provided will be sufficient since the site will be used by pedestrians from the adjacent retail and office building. That the granting of a minor exception is necessary for the preservation and enjoyment of one or more substantial property rights. 'The granting of the minor exception is necessary to develop the property with a well -designed coffee ' house building that is consistent with the Community Commercial (Cl) zoning district. iii. That the granting of a minor exception will not be materially detrimental to the public welfare or injurious to surrounding property. The granting of the minor exception will notbe materially ' detrimental to the public welfare or injurious to surrounding property because the proposed coffee house comply with all development standards set forth in Chapter 41 of the Santa Ana Municipal Code. including setbacks and landscaping. Legdestone veneer, the roof, awning and cornice at rooflines are proposed to accentuate the exterior elevation in order Resolution No. 2003-02 Page 3 of 5 RESTAURANT/ SHOPPING CENTER GAS STATION 1-: 0 PROPOSED. 'Ui COMMERCIAL C1 Z (MC DONALD'S) 0 SANTA ANA CITY LIMIT$ SEVENTEENTH R E T A I L Community Commercial (CI) zoning district that allows retail and service uses. C. Minor Exception No. 2002-06 has been filed with the City of Santa Ana seeking to allow the reduction of the off-street parking requirement by one parking space. 1. Santa Ana Municipal Code Section 41-638 authorizes the Planning Commission to grant a minor exception upon making certain findings. i. That because of special circumstances applicable to the subject property, including size, shape, topography, location or surroundings, that the strict application of the zoning ordinance is found to deprive the subject property of privileges not otherwise at minor exception with the intent and purpose of the provisions of this Chapter. There are special -circumstances applicable to the subject property. The subject site is located on the southeast corner of Tustin Avenue and Seventeenth Street, which is a contained site surrounded by existing professional and commercial developments. The number of parking spaces provided will be sufficient since the site will be used by pedestrians from the adjacent retail and office building. That the granting of a minor exception is necessary for the preservation and enjoyment of one or more substantial property rights. 'The granting of the minor exception is necessary to develop the property with a well -designed coffee ' house building that is consistent with the Community Commercial (Cl) zoning district. iii. That the granting of a minor exception will not be materially detrimental to the public welfare or injurious to surrounding property. The granting of the minor exception will notbe materially ' detrimental to the public welfare or injurious to surrounding property because the proposed coffee house comply with all development standards set forth in Chapter 41 of the Santa Ana Municipal Code. including setbacks and landscaping. Legdestone veneer, the roof, awning and cornice at rooflines are proposed to accentuate the exterior elevation in order Resolution No. 2003-02 Page 3 of 5 RESTAURANT/ SHOPPING CENTER GAS STATION 1-: 0 PROPOSED. 'Ui COMMERCIAL C1 Z (MC DONALD'S) 0 SANTA ANA CITY LIMIT$ SEVENTEENTH R E T A I L CUP 02-30/ME 02-6 STARBUCKS' 2302 EAST SEVENTEENTH STREET City of Tustin ST. P L A N N I N G_ A N D B U I L D I N G A G E N C Y EXHIBIT 2 Conditional Use Permit No. 2002-30 Minor Exception No. 2002-06 January 2.7, 2003 Page 4 CEQA_CpMliance In accordance with the California- Environmental Quality Act, Mitigated Negative Declaration and Miti'9 ation Monitoring Program, Environmental Review No. 2002-407 -has been prepared for this project (Exhibit 6). Ann Hsin-AriNi Associate Planner AN: JM an\p1ancomm\6up02-30me02-06.pc Vince Fregoso Senior Pla*nn'O con ditional onditional Use Permit No. 2002-30 Minor Exception No. 2002-06 January 27, 2003 Page 2 The property is approximately 0.38 acres in area, rectangular in shape and currently. vacant.. The property is located on the southeast corner of Tustin Avenue and Seventeenth. Street; both are designated as arterial streets in the Circulation Element of the General Plan. Project Description The project involves the construction of a new 1,500 square foot -through window service. building with. drive The interior seating capacity is designed for approximately 50 patrons. Additionally, a 333 square foot. outdoor seating area is proposed that can accommodate 30 patrons" Operating hours will be from 5:30 a.m. to' 11:30 p.m. Monday through Thursday, 6:30 a. ' m. to 12:00 a.m. Friday and Saturday, and 6:30 a.m. to 11;00 p.m. Sunday. The drive -through lane will include one menu reader board along with a - nick —up window where the food is transferred to the customers. As required by code, an- 80-foot separation between the food pick-up window and the order board and another 80-foot separation between the order board and entrance to the drive -through lane have been -provided (Exhibit 3). The design of the project demonstrates a high quality appearance appropriate for the use and satisfies the design standards set forth in the Urban Design Element. The building's architecture style will be highlighted by a three -color exterior palette along with a low -rising stone veneer. A strong horizontal steel beam is proposed to mark the entry and custom light poles serves as supporting columns to the canvas (Exhibits 4). Additionally, a public art piece e will be provided along the'Tustin-Avenue frontage as an amenity. Access to the project will be provided from both Tustin Avenue and Seventeenth Street. A total of 14 parking spaces will be provided on - site while a total of 15 parking spaces are required by code. A minor exception to allow the reduction of one parking space is requested. Analysis ,of ,the Issues The proposed Starbucks will provide both sit-down and drive -through window. services to its patrons. Drive -through window service is a .,-ritc i,al operational component and provides an added- convenience to patrons. C 0 44 to 0 ■ T_ 0 L0 .� A 0 0 (D 0 :3 U) C/3 (D C/:) a) VJ 0 0 .0 CC 00 00 0 �_ 0 X �, rM ,U_ r 0 M 0 0- a 0 rn a 0 4-# a IV E > C> C> C-4 00 to C-4 U-) th 3 > M w can 0 LO 0 a. LU LU t5 � � o LL, E 0 JOB NO. HENNE55EY PROJ. MGR. A. HOOP5 DRAM BY CHECKED BY SHEET TITLE SHEET CONDITIONAL USE PERMIT CUP-1 23. To the extent feasible, gasoline powered equipment shall be used for on - site and off -site construction activities. 24. Prior to issuance of grading permit, the applicant shall .submit for review and approval a surface drainage/grading/erosion control plan . prepared by a registered Civil Engineer, showing the direction and means of flow to the adjacent street. The plan is to include existing and proposed elevations at and adjacent to all property lines. Drainage .routed to the street must be directed beneath the sidewalk and through the curb. 25. Prior to issuance ssuance of a grading permit, the. applicant shall prepare an NPDES post -construction storm water management plan per Orange County Drainage Area ''Management Plan (DAMP) that, includes all, structural and non-structural Best Management Practices. C. Submit and have approved a surface drainage/utility plan that includes all Structural Best Management Practices. d. Provide two copies of the Water Quality Management plan that includes a description of . all applicable Structural , and Non-. Structural Best Management Practices, which may apply to this project. 26. Building plans shall reflect that the proposed project is fitted with a grease interceptor to the size and capacity as designated by the Building and Safety Division of the City of. Santa Ana to Mitigate impacts on the local sanitary sewer system and regional water quality. Such grease interceptor shall be regularly maintained so as to remain fully functional. 27. Trash enclosures for the proposed project shall be one of the following: fully roofed, drained into water quality inlet, an engineered filtration system, or an equally effective alternative. Exhibit "B 3. Window display and racks must be kept to a maximum height of three feet including merchandise. 4. All payphones shall be located inside the premise. 9 Exhibit "A". Dnt4t% '2 ^,F 0 ConditionsforApproval for Minor Exception No. 2002-06 Minor Exception No. 2002-06 is approved subject to compliance, to the reasonable satisfaction of the Planning. Commission, with all applicable sections of the Santa Ana Municipal Code, the California Administrative Code, the Uniform Fire Code, the Uniform Building Code and all other applicable regulations. The applicant must comply in full with each and every condition listed below rip or to exercising the rights conferred by this Minor Exception. The applicant must remain in compliance with all conditions listed below throughout the life of the Minor Exception. Failure to comply with each and every condition may result in the revocation of the Minor Exception. A.' Planning Division 15.. The project shall remain in compliance with Site Plan Review - DID No. 02- 76. 16. Any amendment to this must be submitted to the Planning- Division for review. At this time, staff will determine if administrative relief is available or the minor exception must be amended. MITIGATION MEASURES 17. All materials excavated or graded will be sufficiently watered to prevent excessive amount of dust. Watering with complete coverage shall occur - at least twice daily, once in the late morning and once after work is done for the day. 18. All clearing and earthwork activities shall cease during period of high winds (winds greater than 25 mph averaged. over one hour) or during Stage I or Stage 2 smog episodes. 19. Streets surrounding the project site should be cleaned at the end of each day of construction. 20. All materials transported off -site shall either be sufficiently watered or securely covered to prevent excessive amounts of dust. 21. The amount of area disturbed by clearing and earthwork activities shall be minimized at all times. 22. To the extent feasible ', equipment engines shall be maintained in good condition and in proper tune according to manufacturer's specifications. Exhibit "13 31 Page 1 of 2 Conditions for Approval for Conditional Use Permit No. 2002-30 Conditional Use Permit No. 2002-30 is approved subject to compliance, to the reasonable satisfaction of the Planning Co ' mmission, with all applicable sections of the Santa Ana Municipal Code, the California Administrative Code, the Uniform Fire Code, the Uniform Building Code and all other applicable regulations. The applicant must comply in full with each and every condition listed below rip or to exercising the rights conferred by this Conditional Use Permit. The applicant must remain in compliance with all conditions listed below throughout the life of the Conditional Use Permit. Failure to comply with each and every condition may result in the revocation of the Conditional Use Permit. A. Planning Division 1. The project shall remain in compliance with Site Plan Review DP No. 02- 76. 2. Any amendment to this must be submitted .to the Planning Division for review. At this time, staff will determine if administrative relief is available or the Conditional Use permit must be amended. 3. A -combination of berms and hedges need to be provided in the front yard setback area along the Seventeenth Street frontage to screen the drive - through aisle and reduce glare., MITIGATION MEASURES 4. All materials excavated or graded will be sufficiently watered to prevent excessive amount of dust. Watering with complete coverage shall occur at least twice daily, once in the late morning and once after work is done for the day. 5. All clearing and earthwork activities shall cease during period of high winds (winds greater than. 25 mph averaged over one hour) or during Stage I or Stage 2 smog episodes. 6. Streets surrounding the project site should be cleaned at the end of each day of construction. 7. All materials transported off site shall either be sufficiently watered or securely covered to prevent excessive amounts of dust. 8. The amount of area disturbed by clearing and earthwor'k activities shall be minimized at all times. Exhibit "X. I M___ 14 _.cn to provide consistency with the architectural styles along Tustin Avenue. iv. That the granting of a minor exception will not adversely affect the General Plan of the City. The granting of the minor exception will 'not adversely affect the General Plan of the City since the proposed coffee house building is designed in conformance with the C1 Zoning district development standards and General Plan requirements. Section 2. The Planning Commission has reviewed and. considered the information contained in the initial study and the mitigated negative declaration and mitigation monitoring program ' prepared with respect to this Project. The Planning Commission has, as a result of its consideration and the evidence presented at the hearings on'this matter, determined that as required pursuant to the California Environmental Quality Act ("CEQX) and the State CEQA Guidelines-, a mitigation negative declaration and mitigation monitoring program adequately addresses the expected environmental impacts of this Project. On the basis of this review, the Planning Commission finds that there is no evidence from which it can be fairly argued that the Project will have a significant adverse effect on the environment. The Planning Commission hereby certifies and approves the mitigated negative declaration and mitigation monitoring program and directs that the Notice of Determination be prepared and filed with the County Clerk of the County of Orange in the manner required by law.. Pursuant to Title ' XIV, California Code of Regulations ("CCR") § 735.5(c)(1), the Planning Commission has determined that, after considering the record as a whole, there is no evidence that the proposed project will have the potential for any adverse effect on wildlife resources or the ecological habitat upon which wildlife resources depend. The proposed project exists in an urban environment characterized by paved concrete, roadways, surrounding buildings and human activity. Therefore, pursuant to Fish and Game Code § 711.2 and Title XIV, CCR § 735.5(a)(3), the payment of Fish and Game Department filing fees is not required in conjunction with this project. Section 3. The Planning Commission after conducting the public hearing hereby approves Conditional Use Permit No.2002-30 as conditioned in Exhibit "A" attached hereto and incorporated herein and approves Minor Exception No. 2002-06 as conditioned in Exhibit "B" attached hereto and incorporated herein. Resolution No. 2003-02 clyc -+ Ulu 9. To the extent feasible, equipment engines shall be maintained in good ADOPTED this 27 th day of January, 2003 by the following vote: condition and in proper tune according to manufacturers specifications. 10. To the extent feasible, gasoline, powered equipment shall be used for on - site and off -site construction activities. AYES: Commissioners: NOES: Commissioners: 11. Prior'to issuance of grading permit, the applicant shall submit for review and approval a surface drainage/grading/erosion control plan prepared by ABSENT: Commissioners: a registered Civil Engineer, showing the direction and means of flow to the ABSTENTIONS: C ommissioners: adjacent street. The plan is to include existing and proposed elevations at and adjacent to all property lines. Drainage routed to the street must be directed beneath the sidewalk and through the curb. 12. Prior to issuance of a grading permit, the applicant shall prepare an NPDES post -construction storm water management plan per Orange Alexander Nalle County Drainage Area Management'Plan (DAMP) that ..includes all Chairperson .structural and non-structural Best Management Practices. APPROVED AS TO FORM: a. Submit and haveapproved a surface drain age/utility plan that Joseph W. Fletcher, City Attorney. includes all Structural Best Man'agement Practices. b. Provide two copies of the Water Quality Management plan that By: includes a description of all applicable Structural and Non- Kylee Odette Structural Best Management Practices, which may apply to this Deputy City Attorney project. CERTIFICATE OF ATTESTATION AND ORIGINALITY 13. Building plans shall reflect that the proposed project is fitted with a grease interceptor to the size and capacity as designated' by the Building and 1, LAURA JOHNSON, Planning Commission Secretary, do hereby attest to and certify Safety Division of the City of Santa Ana to Mitigate impacts on the local the attached Resolution No. 2003-02 to be the original resolution adopted by the sanitary sewer system and regional water quality. Such grease Planning Commission of the City of Santa Ana on January 27, 2003. interceptor shall be regularly maintained so as to remain fully functional. 14. Trash enclosures for the proposed project shall be one of the following: fully roofed, drained into water quality inlet, an engineered filtration system, or an equally effective alternative. Date: Planning Commission Secretary B. Police Department City of Santa Ana 1. Cash register must be visible. from the street at .all times and shall not be obstructed at any time.by temporary or permanent signage. 2. Window displays must be kept to a minimum for maximum visibility and shall not exceed 25 percent of window coverage. ,,hibit "A". ge2 of 3 7-0 LQ C\1 0"ll 0 CY) (Dw uu VJ mot- D 0 0 .0 CC Im +J .0 Amj 00 0 a 0 a cu X 4- 0 0 0- a 0 ■ E ■ JOB NO. W16E55EY PROD. MGR. A. HOOPS DRAW BY CHECKED BY SHEET TITLE SHEET COND11IONAL USE PERMIT CUP-2 6 SECTION 01011 - General Construction Requirements • -A 1.01 SCOPE The Contractor is the person or entity identified as such in the Owner/Contractor Agreement pertaining to this project unless the Owner is the Contractor. The Contractor shall perform all work In, around and about the project site, on or off the subject property, as indicated in the Contract Documents. The "Contract Documents" consist of the Owner/C ntrt actor Agreement, approved drawings and architectural general notes, these General Requirements, and any approved change orders, revisions, modifications or addenda to such writings. Except as otherwise specifically stated in the Contract Documents, the Contractor shall provide and pay for materials, labor, tools, equipment, transportation, services, and any other item reasonably necessary to execute and complete the job. The scope of services under this contract is limited to providing a "builder's set" of plans. This set of plans is sufficient to obtain a building permit; however, all materials and methods of construction necessary to complete the project are not necessarily described in this "builder's set". The implementation of the plans requires a client/contractor (General Contractor and Subcontractors) thoroughly knowledgeable with the applicable building. codes and methods of construction. The plans and general notes delineate and describe only locations, dimensions, types of materials and general methods of assembling or fastening. They are not intended to specify particular products or other methods of any specific material, product or method. The Contractor and Subcontractor shall furnish all labor, equipment, and materials Indicated on the plans and required by the applicable codes. Any additional deletion, or change in the scope of work ascribed by the plans and General Notes shall be by written change order only. The Contractor shall procure the building official's approval for any change in the work. The intent of the plans and general notes is that all labor, materials, equipment and transportation shall be included in the work for the complete execution of the project. The architect shall not be responsible for the means and methods of construction. 1.02 CODES The Contractor shall perform all work in accordance with the current edition of the Uniform Building Code, unless indicated otherwise by other approved building codes, ordinates, laws, governmental regulations and standards, or the project drawings. A partial list of the applicable codes is as follows. California: 2001 California Building Code 2001 California Plumbing Code 2001 California Mechcnical Code 2001 California Electrical Code 2001 California Energy Code NFPA 101 Life Safety Code Accessibility requirements as per chapter 118 of the 2001656. All work shall comply with the most stringent requirements of all applicable city, county, state and general laws, rules, codes, ordinances and regulations. If the General Contractor of any Subcontractor performs any work in conflict with the above -mentioned laws, rules, codes, ordinances and regulations, then the contractor In violation shall bear all costs of repair arising out of the non -conforming work. The Contractor shall take all steps to mitigate, shield or protect the project from defective or hazardous conditions. I RITA 9 The Contractor shall obtain and pay for all permits, and licenses, and shall pay all income, sales and construction taxes and fees, Including, but not limited to meter installation fees, required by the City, and/or County, and/or State laws or agencies, with the exception of the general building plan check fee, and required refundable deposits, which will be paid by the Owner. The Contractor shall provide necessary temporary toilet facilities as required by local law, and shall pay all fees in connection therewith. 1.04 SAFETY ORDERS The Contractor shall retain at the work site copies, or suitable extracts of OSHA, State and Local Construction Safety Orders, and General Industrial Safety Orders, Codes and Regulations. 1.05 WAIVERS OF LIENS The Contractor shall provide the Owner with certified conditional waiver of labor act material liens by Contractor and all subcontractors, laborers and suppliers, with each request for progress payment, the term "Subcontractor" as used herein refers to a person or entity who has a direct contract with the Contractor to perform any of the work at the site, or arij went, sub -agent, or independent contractor who has a contract with a person or entity directly contracting with the Contractor. The failure of Owner, to request or receive copies of lien waivers as provided in the paragraph shall not be deemed a waiver of this paragraph or of the Contractor's agreement to suppiy some. 1.06 INSURANCE The Contractor and every 5ibcontractor performing work upon or providing services and/or materials for the work is required to purchase and maintain in force Ail Risk" Builders Risk Insurance prior to commencement of the work and/or furnishing labor, services and materials. Each "All Risk" policy shall be in an amount sufficient to cover the replacement value of the work being performed and/or the labor, services, and materials being supplied by the Contractor, Subcontractors, Architect, and all professional Consultants. The Owner shall cause the Contractor and every Subcontractor performing work or providing services and/or materials for the work to purchase ad maintain General Liability Insurance, on an occurrence basis, in an amount not less than one million dollars and shall name the Owner and Architect as additional insureds to said policy. 1.01 DRAWINC 5 AND ARCHITECTURAL GENERAL NOTES Drawings and architectural general notes are complementary and that work called out on one, but not the other, shall be provided as though set forth In both. Drawings and architectural general notes represent the entire complementary documents and they supersede all prior negotiations, representations or agreements regarding the drawings and architectural general notes. The project drawings and architectural general notes are intended to show aid ascribe the work for the project as a whole. Parts and details not fully shown or described on the drawings or architectural general notes shall be detailed and executed according to standard practices. If the Contractor or any 5utrontractor finds details which cre unclear, unsound, unsafe or not waterproof, it is his duty to notify the Architect in writing of such fact. If work is performed as detailed, it is assumed there Is no objection to the detail. No extra compensation will be allowed for differences between actual dimensions and those indicated on drawings. The Contractor will maintain at the site a full set of authorized drawings and architectural general notes. Such set will Include all authorized change orders, revisions, modifications or addenda. All architectural documents prepared by Architect pursuant to this contract are instrurmentalities of the Architect's services and are Architect's property solely for use by the Owner only on this project. Use of architectural documents on other projects will be allowed only with the written authorization from the Architect. Such authorization may be subject to an appropriate reuse fee as determined by the Architect. In the event drawings, computer disks or tapes are provided by the Architect, a written disclaimer releasing Architect from any liability for its use or translation shall be considered provided by the Owner as part of this Agreement. If the Owner and/or Contractor makes or causes to be made any alteration or change of any kind in the drawings or other documents provided under this agreement, or shall deviate in any way from the drawings or other documents in the construction of the project without the .prior written approval of Architect, the Owner and/or Contractor will be solely responsible for any and all damage, liability and consequence resulting therefrom. The Owner and/or Contractor agrees to defend, indemnify and hold harmless Architect and its agents, employees, architects, and consultants from and against all claims, damages, losses and expenses Including, but not limited to ottorney's fees arising out of or related directly or indirectly to any alteration, change, amendment, addition to such documents or deviation from such documents during construction. • s 11� Yi�� )%R The Contractor shall check accuracy of all dimensions in the field prior to commencement of work or fabrication of materials or products ordered for the project. The Contractor shall follow the architectural general notes and any written notes and schedules on drawings in preference to information furnished in the form of line drawings. Detailed drawings furnished during construction, or accepted by the Contractor or Architect, are to be considered explanatory ro than authorized changes to the drawings and architectural general notes. Notes, figures and details on such detailed drawings shall be followed by the Contractor and executed by him as part of the architectural general notes. Dimensions take precedenceover scaled measurements. I.Ocl 5UBCONTRACTOR5 Division of these architectural general notes into trade headings generally conforms to C51 "Manual of Practice." They are for convenience only. The Architect is not bound to define the limits of any subcontract. If Design/Bulld Contractors or subcontractors are to be retained directly by the Owner or Contractor for specified portions of the design and construction of the Project, each Deslgnftlld Contractor or subcontractor shall be responsible for (1) preparing engineering and other draNings and specifications for al{ components of Its Design/Build contract, (2) complying with the Project requirements and space limitations, 3) coordinatingand Interfacingwith other trades and consultants, and (Q) obtainin approvals from authorities having jrisdiction over the Project. The DesignlBuild contractor or subcontracshall be the Professional of Record for .Its portion of the work, responsible directly to the Owner. Design/Build system designs shall be reviewed by the Architect only for conformance to the aesthetic aspects of the architectural design and major space limitations. The Architect does not assume responsibility for the design, installation or performance of these systems. Review by the Architect of more than one Design/Buiid proposals for a Design/Build trade shall be compensated as Additional Services. 1.10 ERRORS OR OMISSIONS The Contractor shall require his Subcontractors to notify the Contractor In writing if any errors or omissions appear In the drawings, architectural general notes or other Contract Documents. The Contractor, in his contracts with Subcontractors shall provide that if a Subcontractor falls to give written notification of errors or omissions before construction, or fabrication of work, the Subcontractor Hill have waived such errors or omissions, and the costs of rectifying them. Omissions from the drawings or architectural general notes of the description of details of work which are manifestly necessary to carry out the Intent of the drawings and architectural general notes or ore customarily performed, shall not relieve the contractor from performing such omitted or misdescribed details of the work, but they shall be performed as if fully and correctly set forth and described in the drawings and architectural general notes. If the Owner observes or otherwise becomes aware of any fault or defect in the project or nonconformance with the drawings and/or architectural general notes, prompt written notice thereof shall be given by the Owner to Architect within ten (10) days of its discovery or any claims arising thereto shall be deemed waived. 1.11 CLAIMS FOR EXTRA C05T5 If the Contractor contends that instructions from the Architect or Owner involve extra cost under the Contract between Owner and Contractor, the Contractor shall give written notice of such contention within a reasonable time after receiving such instructions, not to exceed five days, and shall give on estimate in writing of the extra vests involved in such change before commencing the work. The Contractor, before executing the work concerning such instructions shall not proceed, except in case of emergency endangering life or property, without a written change order sl Owner or the Architect. Without such a change order signed by Owner or the Architect, Contractor shall have no valid claim for extra work performed pursuant to Instructions from the Architect. PART 2 PRODUCTS 2.01 MAKFACTLIRE The Contractor shall provide only new equipment and products for each class of equipment and product tine specified and such equipment and products shall be produced by only one manufacturer, unless indicated otherwise on the drawings. All manufacturers providing equipment or products for this project shall have produced the specified items for a minimum period of five years and have been in commercial or consumer use for a continuous period of four years. 2.02 ACOUSTICAL REQUIREMENT5 All acoustical work shall conform to the requirements of the report prepared by the project acoustical engineer. Such report aid any drawings incident thereto, may be obtained from Owner. The acoustical engineer's report includes, but is not limited to the following subjects: carpet, resilient flooring, glazing, gypsum wail board and lightweight concrete floor fill. Acoustical report criteria shall take precedence over materials contained in the project drawings or architectural general notes. 2.03 OTHER MATERIALS All other materials not specifically described in the Contract Documents, but required for a complete and proper installation of the work under this Port 2.0, shall be new, and of first quality. 2.04 WORK NOT INCLUDED IN CONTRACT Owner has indicated by the use of "N.I.G." on the drowings or architectural general notes that certain items have been separately contracted for or arranged for by the Owner. the following items are separately contracted for by Owner.: A. Telephone instruments aid equipment, except for conduits and pole wires therefore. B. Site grading, asphalt paving, Portland cement, cement driveway aprons, storm drainage. C. Underground water, gas, sewer and electric lines more than five feet from project buildings. D. Landscaping. E. Irrigation System F. Distribution of mechanical, plumbing, electrical and fire sprinkler systems designed and installed by sub -contractors. 2.05 SUBMITTALS A. Make all submittals Including revisions and resubmittals required by Contract Documents, as listed, but not necessarily limited to shop drawings, product data, certificates of compliance, samples and work -ups required by pertinent other sections of these architectural general notes. B. Shop drawings shall be presented in a clear, thorough manner, with details identified by reference to sheet and detail, and schedule or room number shown on the Contract Documents. Shop drawings shall have a minimum sheet size of 24" x 36". C. Product and Equipment Data: 1. All copies of product or equipment data submitted for review, shall be clearly marked to Identify pertinent products, work -ups or models and shall show performance characteristics, capacities, dimensions, required clearances, wiring diagrams, piping diagrams and controls, and etc. 2. The Contractor shall modify the manufacturers' standard schematic drawing diagrams or shop drawings to delete information not applicable to the work, and further that if necessary, he shall supplement standard information on such schematic drawings, diagrams and shop drawings to provide information specifically applicable to the work. D. Samples and Mock -Ups: 1. The Contractor shall provide office samples of sufficient size and quality to clearly illustrate functional characteristics of products or equipment, with integrally related parts and attachment devices, along with a full range of colors, textures, and patterns of samples for selection by the Architect. 2. The Contractor, if required by the Contract Documents, shall erect, of the project site, mock-ups or field samples of the size specified in the architectural general notes at a location selected I'll he Owner. Field sampleand mock-u shall be fabricated in a complete and finished manner, and be maintained for review during construction, and Contractor removal upon completion of the work or when the Owner otherwise directs. E. Contractor's Additional Responsibilities 1. Revview all shop drawings, product data, samples and mock-ups prior to submission. 2. Determine and verify field measurements, field dimensions, field construction criteria, catalog numbers and other similar data to Insure such measurements, criteria, numbers and data conform with the drawings or architectural general notes. 3. Coordinate each submittal with requirements of the work and the Contract Documents. 4. Notify the Owner in writing of ag modifications or deviations in the submittals from requirements of the Contract Documents at the time shop drawings, product data, samples and mock-ups are submitted to the Owner. F. Submission Requirements 1. Make all submittals promptly in accordance with the accepted schedules, and In a manner which will cause no delay in the Work. 2. Provide no less than five copies of each submittal while retaining no less than one copy at the construction site. 3. All submittals shall contain at least the following information: a. The date of submission and dates of any previous submission. b. The project title and number. c. The contract identification. d. The names of the Contractor, the Subcontractors, the supplier and manufacturer. e. The identification of the product or piece of equipment, with specification section number. f. The field dimensions, clearly identified as such. g. The relationship of the submittal to adjacent or critical features of the work or materials to stow the interrelationship of said Items. h. Applicable standards such as A5TM, ANSI, Trade Standard of Federal Specification number for each item. 1. The identification of any modifications or deviations from the Contract Documents. J. The identification of revisions on reshipments. k. An 8" x 3" blank space for the Contractor's stamp. I. The Contractor's stamp, initialed or signed certifying (a) the Contractor's review of submittals, (b) his verification of products or equipment, field measurements, and field construction criteria and (c) coordination of the information within the submittal with the requirements of the work and the Contract Documents. No substitutions shall be made without the Owner's written authorization. Any substitution shall be made in advance to avoid any delay in the project schedule. The Contractor and Subcontractor shall not make structural changes without prior written authorization from the structural engineer and review by the Architect. G. Resubmisslon Requirements. 1. Promptly make any corrections or changes required in the submittals and resubmit. H. Distribution Distribute approved reproductions of shop drawings and other copies of product or equipment data to the following: I. Job site file 2. Record Document file. 3. Applicable Subcontractors. 4. Suppliers or Fabricators. 5. Any other Subcontractors whose work Is affected by such reproductions or copies of data. 2.06 CONTRACTOR'S RE5PON51BILITY TO ORDER MATERIALS AND E-OUIPMENT As soon as any color, type of material, equipment, product, fixture or appliance is specifically identified or specified in the Contract Documents, such color, material tine, equipment, fixture or appliance shall be ordered by the Contractor immediately to avoid any delay in completion of the proje( t. No substitution will be considered by the Owner or Architect resulting from the Gontractor's failure to coordinate the work or comply with the above required procedure. PART 3 - EXECUTION 3.01 PREPARATION A. Survey Requirements The Contractor agrees to provide a Registered Surveyor or Civil Engineer to verify all survey lines and elevations as indicated on the drawings. The Contractor further agrees to make actual conditions conform to the drawings without additional cost to the Owner. $. Job Conditions The Contractor shall visit the job site prior to commencement of construction, and to be fully responsible for the accuracy of all grades, elevations, conditions and dimensions. The Contractor shall require by contract that each Subcontractor be solely responsible for the following: accuracy of details, confirmation and coordination of all quantities and dimensions, selecting fabrication processes, establishing techniques of assembly and performing all work in a safe and satisfactory mom .W, In the event the Contractor/Owner or Architect is or becomes aware of the presence of, or exposure of persons to asbestos, polychlorinated biphenyl (PCB) or any other toxic or water pollutants at the site eHazardous Substances"), or the substantial risk thereof, each shall have a duty to immediately notify the other in writing. Upon such knowledge or notice, the Owner shall promptly. retain a qualified consultant to investigate, test and determine the presence of such Hazardous Substances and, if such Hazardous Substances are found at the site to an unacceptable degree, to provide services that may include, among other things, recommendations as to the removal, encapsulation, or other appropriate handling of such Hazardous Substances to undertake the consultant's recommendations. The Owner acknowledges that the Architect is unable to reasonably obtain professional liability (errors and omissions) or other insurance for claims arising out of the performance of failure to perform professional services, including but not limited to, the preparation of reports, designs, drawings and specifications or testing related to the investigation, detection, abatement, replacement, discharge or removal of products, materials or processes containing Hazardous Substances eHazardous Substances Services"). Accordingly, the Architect shall not provide such services. The Owner hereby agrees to bring no claim for negligence, breach of contract, Indemnity or other cause of action against the Architect, if such a claim in any way arises out of Hazardous substances or Hazardous Substances Services. The Owner hereby acknowledges that standards for maximum acceptable levels of Indoor or outdoor pollutant or contaminants may not yet have been established and/or recognized, and that sufficient ongoing ventilation aid maintenance by the Owner must be provided to reduce the risk of injury to persons or property from such. The Owner agrees to indemnify, defend and hold the Architect harmless from and against any and all claims, suits, demands, losses and expenses, including reasonable attorneys' fees, accruing to or resulting from any and all persons, firms or any other legal entity, on account of any domage or loss to property or persons, including death, arising out of Hazardous 5ubstdmces or Hazardous Substances Services, except where the Architect is found to be solely liable for such damages or losses by a court or forum of competent jurisdiction. The Contractor and Subcontractors shall be responsible for storing the materials on the site. The materials shall be kept secure and protected from moisture, pests, and vandals. AIM materials stored at the site shall be the responsibility of the Contractor or w o stored the damages or lost materials. C. Service Lines 1. The Contractor shall remove or relocate the following items which Interfere with nstructi No drainage, sewer, water, gas, or other utility service lines, as well as other piping or it. 5 2. The Contractor shall cap or plug and make tight at the appropriate line, services which are to be removed or relocated. 3. No action shall be taken under Section 3.01C without notification to, and authorization from the utility, or other interested party whose lines, piping or conduit interfere with construction work. 3.02 INSTALLATION A. Building Code or Other Requirements The Installation of all work shall be in accordance with current Code requirements, the architectural general rues, accepted shop drawings, the project drawings, or manufacturer's installation or application instructions. The Contractor and all Subcontractors shall be familiar with the following documents: a. Solls report prepared by Geotechnicai Engineering Investigation-# 10411-03 dated April 23, 2003 b. energy compliance report prepared by PROCPM ENGINEER5 c. Structural calculations prepared by BORM A55XIATE5, INC d. Acoustical report prepared by - NIC The Contractor shall keep a copy of the above documents on the site at all times. B. Supervision of the Work The Contractor shall provide inspection and supervision of the work through completion. The Contractor shall be responsible for coordinating the work between the different Subcontractors did requiring all Subcontractors to use the most current building department approved set of construction documents. The Contractor shall arrange a pre -construction meeting to review omissions and discrepancies sufficiently In advance of construction to assure the orderly progress of the project prior to the performance of any work. All parties using these construction documents are responsible for reviewing the full content of these drawings for omissions and discrepancies prior to the start of construction. 1. inspection a. Prior to each phase of work, the Contractor shall carefully inspect his installed work and that of Subcontractors, and verify that all such work is complete to the point where further Installation may properly commence. b. The Contractor shall verify that this work may be Installed in occordcrre with all pertinent codes and regulations, the original design and the referenced standards. 2. Discrepancies a. The Contractor shall upon the discovery of any and ail discrepancies, Immedlateiy notify the Architect. b. The Contractor shall not proceed with installation in areas of discrepancy until such discrepancies have been fully corrected. C. Qualifications of Installers 1. The Contractor shall employ only skilled and experienced installers. 2. All helpers or apprentices used for this project shall, at all times, be under full and constant supervision by thoroughly skilled Installers. 3. in determining acceptance or rejection of Installed work, no allowance will be made for lack of skill on the part of the installer. D. Coordination of the Ybrk The Contractor small be responsible for coordinating ail work, including that of the Subcontractors and all subsrades. The Contractor shall bind each and every Subcontractor by the terms of the Contract between the Owner and Contractor insofar as such terms apply to each such Subcontractor's work. The Owner shall be responsible for on -site inspections or observations to check the quality or quantity of contractor's work or for contractor's compliance with the plans or architectural general notes. The Owner shall be responsible for and have control over construction means, methods, techniques, sequences, procedures, safety precautions and programs in connection with the work. The Owner shall be responsible for, and control or charge over, any acts or omissions of the Contractor, Subcontractors or any of their agents or employees, other design professionals, or any other persons performing any work at the site. E. MmAocturer's Recommendations The maufacturer's recommended methods of installation shall be the basis for acceptance or rejection of actual installation used in this work. The architectural general notes refer to various professional trade association manuals and publications. The Contractor and Subcontractors shall be familiar with and refer to the trade publications relating to their work. F. Other Codes and Standards 1. In addition to complying with pertinent codes and regulations, the Contractor shall comply with pertinent recommendations contained in applicable trade association standards and architectural general notes for the work at this project. 2. Yftre provisions of pertinent codes and standards conflict with .the project drawings or architectural general notes, the more stringent provisions shall govern. G. Manufacturer's Recommendations Except as otherwise indicated on the drawings, the Contractor shall apply, install, connect, erect, use, Clem and condition mawfactured articles, materials, products and equipment in accordance with the manufacturer's current printed recommendations. The Contractor shall maintain one copy of any such printed recommendations and shall forward two copies of such recommendations to the Architect and Owner. H. Cleaning and Maintenance 1. General The project shall be maintained in accordance with General Industrial Safety Regulations, and 05HA Regulations. 2. Materials The Contractor, shall use only cleaning materials which are recommended by the Manufacturer of the surface to be cleaned, and to use such cleaning materials only in accordance with the recommendations of manufacturers of such cleaning materials. 3. Cleaning During Construction The Contractor shall effect cleaning in order to insure that buildings, grounds, and public properties are maintained free from accumulations of waste materials and rrbcbish. The Contractor shall wet down cry materials and rubbish to allay dust and prevent blowing dust. 4. Safety Containers The Contractor shall provide on the site an adequate number of 10 to 20 cubic yard safety containers for collection of waste material, debris and rubbish. The Contractor shall remove waste materials, debris and rubbish from the site and. legally dispose of such materials at public or private dumping areas off Owner's property. 5. General Cleaning Guidelines all Interior building areas when they are read to receive finish are ready or occupancy. All rop rom arisina from the a 40 a 0 0 ro J �j N m JOB NO. 53M PROD. MGR. k HOOPS DRAWN BY ECKED BY Q LO SHEET TITLE SHEETCM ERAL NOTES ■ CC GN-1 G b. Final Gleaning The Contractor shall employ experienced or professional cleaning personnel for the final cleaning of the site, which shall include, but not necessarily limited to: a. In preparation for occupancy, the Contractor shall conduct a final Inspection of visible interior and exterior surfaces as well as concealed spaces. b. Remove all grease, cost, stains, labels, fingerprints and other foreign materials from visible Interior and exterior finish surfaces, and shall, as designated by Owner, polish surfaces to a shine finish. c. Repair, patch and touch-up marred surfaces to the specified finish and to match adjacent surfaces. d. Broom clean all paved surfaces and rake clean other surfaces on the site. e. Replace air conditioning or heater filters If such filters were operated during the construction. f. Clean ducts, blowers and coils, if air conditioning units were operated without filters during the construction. g. Maintain a cleaning staff until the project, or a portion thereof, is occupied by Mane Owner, or Owner's designees. I. Warranty. 1. The Contractor shall replace or remedy any faulty, improper, or inferior materials or workmanship, or any damage to the work resulting therefrom, without cost to Owner, so long as such defects or damage appear within one year of completion and acceptance of thie work under the Owner and Contractor agreement. The Contractor shall not be responsible for replacement or remedial action for problems resulting from ordinary wear and tear. 2. State or Federal Law shall, however, govern the length and type of warranties if such laws are more stringent in duration or type than that set forth in Part 3.021 of this contract. 3. Contractor stroll require the roofing Subcontractor to furnish a maintenance agreement co -signed by the Contractor to maintain the roofing in a water tight condition for two years commencing after the first local rainfall following acceptance by Owner of not less than 1.0" in 24 hours, or alternatively if on coTletlon of any built-up roofing all roof drains and overflows are sealed and water to a depth of 2.0 is maintained for 24 hours on the built-up roofs without damage to such roofs or leakage within the underlying structures. 4. The Contractor shall require each. Subcontractor undue emphasis (the roofing Subcontractor Included) to provide a written warranty stating that work executed by each such Subcontractor is free, and will remain free from defects in material and workmanship for one year from the date of acceptance of his work by Owner, arul that he will repair and replace (within a reasonable time after receiving notification) such defective work without cost to Owner. Such written warranty from each Subcontractor is not intended to, nor shall it, preclude Owner from pursuing other legal remedies available to him under State or Federal laws. 5. The Contractor Is aware that he is responsible for providing materials and construction whose quality, value and serviceability will exceed the specified minimum warranties and warranty perlods for Subcontractors stated in Part 3.02 1 of this section. The exposed materials used in the construction of this project will deteriorate as the completed project ages Mess properly and routinely maintained. Owner shall provide or cause the development of a comprehensive malntenance manual which shall be given to each homeowner which specifically describes required periodic inspection, maintenance, repair and replacement of building and surrounding components. 5peclal attention shall be given to landscaping, landscape irrigation, site drainage, building water rim -off control, major structural components, waterproof walking surfaces and exposed wood and metal. Adequate funds shall be allocated by those responsible for such maintenance to insure required maintenance Is performed in a timely manner. 3.03 WRITINGS PROVIDED BY CONTRACTOR TO O A. Subcontractor List Upon execution of the Owner/Contractor agreement, the Contractor shall provide Owner with a complete list of the names, addresses and telephone numbers of all Subcontractors, suppliers, fabricators, aid manufacturers engaged in the execution of this project. B. Maintenance Manuals The Contractor shall deliver to Nome Owner all available operation aid maintenance meals for equipment and products used in the subject work. The Contractor agrees to provide a hard cover three-ring binder for each manual provided. C. Manufacturer's Warrantles The Contractor shall deliver to Owner any and all manufacturers warranties for equipment and products used In the subject work. END OF SECTION 01011. SECTION 02010 - Subsurface Investigation 1.01 DE56RIPTION A soil investigation report has been prepared by C-;eotechnficai Engineering Investigation hereafter referred to as Soils Engineer. This report was obtained for the Developer's use in design and is a part of the Contract Documents. The report and log of borings is available for Owner's information but is not a warrant of subsurface conditions and will not relieve the Owner from the risk of unanticipated soil or subsurface conditions. 1.02 ADDITIONAL INFORMATION The Bidder should visit the site and acquaint himself with existing conditions. Prior to bidding, Bidders may make their own subsurface investigations to satisfy themselves as to site and subsurface conditions but such subsurface investigations shall be performed only under time schedules and arrangements accepted in advance by the Engineer. •1► rt L � i��1+��1►�i�+i�1•; An Engineer has been retained by the Developer to observe performance of all earthwork in connection with excavating, filling, and grading. Work performed that does not meet technical or design requirements shall be corrected by the Developer. No deviations from the Contract Documents without specific and written acceptance of the Engineer shall be accepted. END OF SECTION 02010. SECTION 03000 - CONCRETE REFER TO STRUCTURAL EW,5INEER'S DRAWINGS BY OTHERS FOR CONCRETE SPECIFICATIONS, NOTES, DETAILS, AND EMBEDMENT5 TO 13E t>SED ON TH15 PROJECT. END OF SECTION 03000. SECTION 05000 - FETAL. PART I - C-eWERAL i.OI SCOPE A. furnish all metal shapes, supports, angles, bars, plates, bolts, and attachments as they relate to grills, gates, railings, etc., that are not part of structural steel or other metal framing systems. Furnish all welding, shop priming and include installation as required to complete work. 1.02 NELD5 A. Welds shall be ground smooth, all weld splatter removed. All work and materials shall meet the latest edition performance standards of the "American Welding Society, Inc." - AWS. PART 2 - PRODUGT5 2.01 MATERIALS A. See drawings or shop drawings by others for sizes, material and attaclrnents. All hardware connectors subject to weather/moisture exposure shall be hot dipped galvanized or properly primed and painted to prevent rust or corrosion. Client shall provide a metal specialist to review locations of all ornamental and miscellaneous metal subject to weather/moisture exposure and shall specify materials and/or treated with protective coating so as to prevent rust or corrosion. PART 3 -- E)C-WION 3.01 INSTALLATION A. All blocking to receive attachments shall be provided under rough carpentry. B. Contractor shall submit shop drawings of decorative Iron work to Client and Architect for review for conformance with visual design concept prior to fabrication. END OF SECTION 05000. SECTION 05100 - STRUCTURAL STEEL FURNISH ALL STRUCTURAL STEEL SECTIONS, BOLTS, PLATES, STUD BOLT5, STAIRS, INSTALLATION TEMPLATES, ETC. A5 SHOWN IN STRt1GTURAL DRAWINGS AND DETAILS A5 REGUIRED TO COMPLETE WORK. REFER TO STRUCTURAL DRAWINGS BY OTHER5. END OF SECTION 05100. SECTION 06000 - CARPENTRY REFER TO STRUCTURAL ENGINEER'S ORMIW-75 AND NOTES. END OF SECTION 06000. SECTION 06100 - FIRE STOPPING 1 DRAFT STOPPING PART I - GENERAL 1.01 FIRE BLOCKINC2 / DRAFTSTOPPING A. Fire Blocking: Conform to UBC Section 108.2. B. Draft Stopping: Conform to LBO Section 108.3. 1.02 WORKMANSHIP A. Framer, gypsum board, aid insulation subcontractors to coordinate materials and locations of all required fire/draft stops. END OF SECTION 06100. SECTION 06200 - FINISH CARPENTRY PART i - GENERAL 1.01 5cOPE A. Furnish and Install all finish carpentry complete, Including trim, door frames. B. installation of finish hardware, bath accessories, cabinet pulls, etc. 1.02 WORKMANSHIP A. All joints shall be tight and true and securely fastened. Corners shall be neatly mitered, butted, or coped, with nails set and surfaces free of tool marks. B. Wood work shall be accurately scribed to fit adjoining surfaces. C. All work shall be machined or hand -sanded, sharp edges aid splinters removed, and completely prepared for finish. D. FuII length continuous boards shall be used wherever applicdble or specifically noted. PART 2 - PRODUCT MATERIALS 2.01 DOOR FRAMES: PRE -HUNG A. Frames shall be set plumb and true, tightly secured, and protected during the course of construction. 2.02 DOOR GA51%: CLEAR PINE, FINGER JOINTED, PRE -FIT A. All vertical and horizontal trim members shall be in longest practical lengths. 1. Wood Trim: (door, window, projections). Refer to drawings. 2. Wood Base: As selected by Developer. 3. Exterior Woodwork 4 Trim: Refer to drawings. B. Fascia 8 Barge Boards: Refer to drawings. C. Exterior Trim: Refer to drawings. END OF SECTION Ob2OO. SECTION 07115 - ELASTOMERIC SHEET WATERPROOFING PART I - GENERAL 1.01 SCOPE A. Furnish and install all waterproofing complete. PART 2 - PRODUGT5 2.01 MATERIALS. - A. Noterproofing shall be W.R. Grace 4 Co. Pace Construction Products Division, "Ice 4 Water Shield" a 40 m11. self -adhering membrane of rubberized asphalt integrally bonded to polyethylene sheeting. B. Provide approved adhesive for Installation as required. PART 3 - EXECUTION 3.01 INSTALLATION: A. Install in accordance with accepted shop drawings, manufacturer's and Trade Association's printed installation Instructions and as indicated on drawings. 10130 Report 4252. Six (69 inch minimum lap at all adjacent wall surfaces. END OF SECTION 01115. SECTION 07191- VAPOR BARRIERS (SISALKRAFT OISTOP) PART i - GENERAL_ 1.01 APPROVALS: A. For use as a moisture protection barrier In sash and door assemblies and as retailed in drawings where a barrier sheet Is required. PART 2 -- PRODUCTS 2.01 MANUFACTURERS A. Fortfiflber Corporation 2.02 MATERIALS - MOISTOP FLASHING A. Paper - Laminate Vapor Harrier: Black polyethylene - 45# Kraft paper - glass fiber reinforcement - Black polyethylene, rated .10 perms or less. ICBO #1025 B. Provide approved adhesive for Installation PART 2 - EXECUTION 3.01 INSTALLATION A. For proper installation, the flashing Is positioned under the bottom window f lange first, then under the two flanges of the vertical sides. The last piece is positioned over the f large and across the top of the window. Flashing to extend at least 6 Inches over the head and b inches beyond each jamb. B. Install vapor barriers with fasteners as appropriate for supporting substrate, and of a type recommended by vapor barrier manufacturer. C. Before covering over vapor barriers with other work, patch punctures and tears with adhesively applied barrier material or tape with perm rating equal to barrier rating. END OF SECTION 01141. SECTION 07200 - BUILDING INSULATION PART I - 67ENERA1_ 1.01 SCOPE A. Furnish and install complete thermal and sound insulation if required. PART 2 - PRODUCTS 2.01 MATERIALS A. Thermal Insulation: According to Title 24 for energy compliance requirements. Exterior walls: R-11 Roof: R !ri PART 3 -- EXECUTION 3.01 INSTALLATION A. Thermal insulation: Install batts between joists, at all ceiling areas exposed to roof or attic areas (including any vertical wail areas separating living spaces from attics between ceilings and roof) and between studs at all exterior walls. Batts shall be securely installed and tightly fitted. B. Sound Insulation: See Acoustic Report if required. Interior wails with R-11 Batts where shown on Floor Plans. END OF SECTION 01200. SECTION 07501 ROOF ,.01 5COPE A. Provide labor, materials, equipment, and services necessary for installation of mineral cap built-up roofing complete as indicated on drawlrgs and as required. 1.02 GUALITY A55L RMGE A. Work shall conform to requirement of National Roofing Contractors Association, "NRC Roofing and Noterproofing Manual." 1.03 PRODUCT AND HANDLING A. Delivery and Storage 1. Deliver all packaged materials to the job site in their original unopened containers with all labels intact and legible at the time of installation. 2. Store all materials in an approved manner, protecting from contact with soil and from exposure to the elements. B. Protection: Use all means necessary to protect the material of this Section before, curing and after Installation and to protect the work and material of all other trades. 0. Replacement: In the event of damage, immediately make all repairs and replacements necessary to the approval of the Developer and at no additional cost to the Owner. PART 2 - PRODUCTS 2.01 MATERIALS A. Built-up Roof.. Conglas Specification No. ND-3M4-GFG or acceptable equal. B. Accessories and flashing materials as required. PART 3 EXECUTION 3.01 G+ENERAL A. Examine the areas and conditions under which work of this Section 94111 be installed. Correct conditions detrimental to the proper and timely completion of the work. Do not proceed until unsatisfactory conditions have been corrected. 5.02 INSTALLATION A. Application: Install built-up roofing in accordance with manufacturer's printed application Instruction, NRGA recommendations, and as indicated on drawings. Base flashing shall conform to manufacturer's recommendation and details. 1. Asphalt Temperature: Apply asphalt at an average temperature of 315 to 425 degrees F. Do not heat to temperature higher than 450 degrees F. 2. Sheet Metalwork: Metal flashing, gravel stops, and outlet flanges shall be primed and let dry before roofing materials are laid. END OF SECTION 01501. SECTION 07600 - FLASHING AND SHEET METAL PART I - GENERAL 1.01 SCOPE A. Provide all labor, materials and equipment to install sheet metal shown on the drawings and as noted herein. 1.02 QUALITY ASSURANCE i. A. Shall conform to requirements of Sheet Metal and Air Conditioning Contractors Association, Inc. (SMACGNA) "Architectural Sheet Metal Manual" and codes. PART 2 - PRODUCTS 2.01 MATERIALS A. Sheet metal shall conform to A5TM A361, pointable under the standard methods, gauge shall be as indicated and in no case less than 2b gauge. B. Ceneral: Provide all flashfings, louvers, wall vents, roof flashing and any other miscellaneous sheet metal as required for complete job. G. All vents shall be covered in 1/4' mesh screen. D. Venting: Provide proper cross ventilation to all attics and under floor spaces per UBC section 2311. E. Provide corrosive resistant gutters and downspouts as required by the soils report and where selected by the developer. Downspouts shall discharge into a separate subsurface drainage system or onto a splash block whose location has been approved by the clvil and soils engineers. Downspouts shall not discharge onto, adjacent roof surfaces, waterproof walking surfaces or planter areas adjacent to structural foundations. F. Exhaust fan vents: per U.M.G. Chapter 5, Section 504, provide backahaft dampers. Use hooded wall vent where possible, other than roof. island cook -top vent underslob to toe space of base cabinet through exterior wall to outside air. Vent to terminate per U.M.G. Chapter 8, Section 80b. PART 3 - EXECUTION 3.01 INSTALLATION A. Flashing and similar Items related to the roof or waterproof membranes shall be installed in cooperation with the roofing sub -contractor. B. Provide flashing and counterf lashing to extent indicated on the drawings and necessary to insure watertight conditions. Special care should be taken to provide flashing in areas where different materials meet. C. Work shall be accurately fabricated to detail and fitted to job conditions. D. Lock seams (if required) shall be flat and true to line,1/2 Inch wide, sweated full with solder. END OF SECTION 01600. PO a o aaC> 0 0 ®� o a - N m s 0 m �T0 0 Ai c 0 0 V, � Cn VJ U ■ 41J `~ o 00 U 0 �a J L. cf)� (1) x Z o� - 0 Q) 0 a 0 rn v v �j W ■ _ .o a v v a v a r a v, r 0 a� 0 tS7 a Q O C> rn N 0000 Cn N 'j L0 MQ Q v ai �0 6o uni LLM 4 0 LL. 4 0 0 r--a 'P IN JOB NO. 5 PROJ. MGR. .... . ......... CHECKED BY ■ LO T TITLE SHEET ., ERAL NOTES co Gib-2 t3 --GN--1 PART I - GENERAL 1.01 SCOPE A. Provide labor, material, equipment and services necessary for installation of sealants and caulking complete as indicated on drawings and as required. B. Principle Mork in This Section: I. Coordinate all work in this section with related work. 2. This section contains general notes pertaining to caulking and sealants throughout the project as indicated or required aid becomes a part of all trade sections requiring sealants. The term "Caulking" or "Sealant' is used throughout the drawings and general notes to define as the materials and methods of filling with an elastic compound the small crevices, ides, separations, and joints between similar and different materials that cannot be sealed by any other mans to prevent the passage or penetration of wind, rain, water, and dust; to make joints weothertight. 1.02 RELATED KORK SPECIFIED El 5EWHERE A. Other requirements of the Contract Documents including, but not necessarily limited to, pertinent portions of Division I of these general notes, apply to the work of this Section as fully as though repeated herein. B. Doors and Windows. G. 61095 and Glazing. D. Flashing and 5heetmetal. 1.03 QUALITY ASSURANCE: A. Codes and Standards: 1. Sealant 4 Waterproofers Institute. 2. National Roofing Contractors Association (NRGA) "NRGA Roofing and Waterproofing Manual." 1.04 SUBMITTALS: A. wit, with materials list, duplicate samples of sealant colors, proposed for acceptance and selection. PART 2 - PRODUCTS 2.01 MANUFACTURE Products of only one manufacturer for respective Items shall be used throughout the project for each item of material noted under this Section Mess otherwise indicated on the drawings or noted herein. 2.02 CHARACTERISTICS A. Color: Unless indicated or noted otherwise, exposed sealants shall match color of adjacent materials. Where adjacent materials on each side of joint are different colors, use sealant color as directed by Developer. If color is not available from one manufacturer, obtain from another manufacturer. B. Staining: Joint fillers, primers, or other materials used In conjunction with sealants shall not cause staining of sealants or materials to which they are applied. 2.05 MATERIALS A. Sealant Types and Locutions: I. At general wall locations and around perimeter of toilet fixtures: One part silicone sealant as manufactured by Dow Corning Corp., General Electric Corp. or equal by Tremco. Surfaces Dow Gorni Gen. Elec. Non -porous surface iF741 #1200 such as glass, metal, ceramic and plastic Porous surfaces such #'7g0 #1300 as block and concrete Locations such as #i786 #1100 ceramic tile, plumbing fixtures and others where a mildew - resistant sealant is required Locations where a high #123 1200 degree of movement is anticipated 2. For joints in floors: Use two-part Polyurethane 40-45, shore A; Rubber -Calk 230, manufactured by Products Research and Chemical Corporation; 'Betaseal #450," with formulation to obtain Shore A hardness of 40-45 by Essex Chemical Corporation, or "Darseal-U Traffic Grade" by Grace Gonstruction Materials. Do not use bituminous materials. 3. For all other interior locations; use compound to match adjacent work, one -part non -sagging, permanently elastic butyl or similar polymer Elostomeric� Butyl Caulk" by W.R. Meadows, Inc. or "PRO Rubber Calk 2000 Sealant" by Products Research and Chemical Corp. B. Primer: As required by sealant manufacturer printed installation instructions for use with sealant and application onto the various types of materials to which sealant is applied. C. Cleaners: Hhere required in lieu of primers, use . se required by sealant manufacturer printed installation instructions. D. Joint Filler: Must be compatible with sealant used and as required by sealant manufacturer printed Installation Instructions. 1. Neoprene or closed cell plastic foam "rod." 2. Felt tape: MIL-F-56%A, pressure -sensitive adhesive with interliner on one face,1.5 met thick. 3. Caulking bead or tape: Approved non -crying elastic polymer tpe with inorganic fillers, for optional use in place of felt tape. 4. Extruded Neoprene: A5TM D 150. 5. Fillers and backing shall be free from oil or other staining elements and compatible with the sealant used. Oakum and other types of absorptive materials shall not be used, including materials impregnated with solvent or bituminous materials. Filler aid backing material shall be of a compressible nature. PART 3 - EXECUTION 5.01 AM-10ATION Apply In accordance with manufacturer's and Trade Assoclation's printed installation instructions and as indicated on drawings. A. Joint Dimensions.. No joint shall be less than 1/4 inch wide. Depth of sealant shall not be greater than the width nor less than 1/4 inch. For joints one Inch wide or greater, depth of sealant shall be at least 1/2 the width. B. Joint Preparation: 1. Perform In strict accordance with manufacturer's printed installation instructions. 2. Remove protective coating from aluminum components so that sealant adheres to base metal. G. Joint Filler: Use where joints are deeper than 1/2 inch. Position accurately inside joint to within 12 mm of surface, to establish and control the uniform designed thickness of sealant. Where joints are over 3/4 inch wide, place filler so that depth of joint to receive sealant does not exceed 1/4 inch. D. Sealant Placing: Apply material with sufficient pressure to completely fill the void space, to assure, complete, wetting of contact area and to obtain uniform adhesion. During application, keep tip of nozzle at bottom of joint, forcing sealant to fill from bottom of joint to top. Finish joints smooth and flush with adjacent surface unless detailed otherwise. Modification of the sealant by addition of liquids, solvents, or powders is not permitted. END OF SECTION 07q I5. ii] Z 1J, I visit] PART I - GENERAL 1.01 SCOPE A. Provide -and install aluminum doors and frames in dimensions and design as shown on drawings, as specified herein, and as needed for a complete and proper installation. B. Unless otherwise specified, Installer shall also furnish and install flashings in locations shown, or where required, to provide a complete installation. 1.02 68JALiTY A55URAWE A. Codes and Standards: 1. Local Building Code, current edition. 2. American Architectural Aluminum Manufacturers Association (AAMA), AN51, AAMA 101-85 "Voluntary Specifications for Aluminum Prime Windows and Sliding Glass Doors." 3. Consumer Products Safety Commission, "safety Standards for Architectural blazing Materials (WFRI20l). PART 2 - PRODUCTS 2.01 MATERIALS A. Door and frame to be aluminum french door Series QcI5 as manufactured by "67uaranteed Products Corporation." Color to be factory applied white finish. B. Door assembly to be complete with finish hardware and weather stripping. G. Doors and thresholds to comply with current Handicap Access Regulations. PART 3 - EXECUTION 3.01 INSTALLATION A. Install the aluminum doors and frames where shown on the drawings, and in accordance with requirements of governmental agencies having jurisdiction, anchoring firmly into positions, plumb within a tolerance of one in 1000 inch 8. Install exterior flashing as detailed or as required. G. Rehang or replace doors which are hinge -bound or which do not slide freely. D. All exterior doors shall comply with Section T-20-14g5 (d) of the Standards. I. Door heads, sills and jambs shall have seals, astragals or baffles. 2. A minimum one -inch lap at jambs is required. 3. Doors requiring vertical tracks or guides, as in rolling industrial doors, must use a continuous mounting angle, sealed gasketed or weather stripped to limit air leakage. 4. Doors mounted between the jambs must have a continuous seal or baffle at each jamb. 5. Meeting rails of sectional doors and meeting stiles or rails of bl-parting doors shall be provided with a seal, astragal or baffle. 6. Double doors shall have a weather -tight astragal or closure at their center. T Swinging and revolving doors shall be weather stripped. END OF SECTION 08120. SECTION 08700 - FINISH HARDWARE PART I - GENERAL 1.01 SCONE A. Provide and Install finish hardware. PART 2 - PRODUCTS 2.01 FINISHES A. Material for exterior and interior doors to be selected by Developer. B. Thresholds to be anodized aluminum. 2.02 KEYINC7 A. Locks to be individually keyed. Each lock to have two change keys. 2.03 BUTTS A. Doors to have a minimum of I1/2" pair butts. Doors 1 3/4' thick, up to 36" in width, are to have (4) 11/2" x 11/2" butts; door 11/2' thick, up to 36" in width to have (3) 11/2" x 11/2" butts. Exterior outswinging butts to be nonferrous, with non -removable pins. No low frequency butts are to be used. 2.04 LOCK SETS AND LATCH SETS A. Standard Glass A commercial duty cylindrical locks and latches with wrought trim. Lock sets shall have a 2' backset with I" deadboits. 2.05 TYPE OF LOCK 5ET5 AND LATCH 5ET5 A. Entry Doors: Selected by Developer. B. Interior Doors: Selected by Developer. 2.06 HEATHER5TRIPPiNG A. Exterior Doors: Shall be completely weatherstripped with zinc mortise type as Weatherstripping Company,' or equivalent. B. Thresholds: Aluminum, bronze anodized, to meet all applicable disabled accessible route requirements where required. Threshold to be separated from direct contact with concrete as required to prevent corrosion. Threshold shall be set in corrosion resistant siiipons, caulked and Sealed or otherwise installed to prevent water intrusion. PART 3 - EXECUTION 3.01 Shall be in accordance with local code and security regulations, manufacturer's printed instructions, and ' as indicated on drawings. END OF SECTION 08100. 4 SECTIONS 08800 - GLASS AND GLAZING PART I - GENERAL 1.01 SCOPE A. Furnish and Install all glazing and mirrors other than factory glazed door and windows. Glazing shall be done during finish work. 1.02 QUALITY A55URANGE A. All glass shall conform to the related provisions of Federal Specification 00-6--451 for standard glass and Federal Specification DD-6-1403, for tempered glass. blazing shall conform to provisions of the 'Safety Standard for Architectural blazing Material" (166FR 1201) issued by the Consumer Product Safety Commission, effective July 6,14M, Chapter 24 of the Uniform Building Code. PART 2 - PRODUCTS 2.01 MATERIALS A. Float glass shall be flat drawn, 3/1b inch thick, clear double strength 'B" glazing grade. 1. Tempered heavy f loot glass shall be 1/4 inch thick clear glass. 2. Mirrors: 1/4 inch polished plate glass with polished edges. 3. Provide safety glazing in hazardous areas, including: gZ61azing In ingress and egress doors. 121_61azinlg 1n fixed and sliding panels of sliding doors assemblies and swinging doors. cj, (51azing in storm doors. d)-61azing in all unframed storm doors. .e. 61azing in doors and enclosures for hot tubs, whirlpools, sounds, steam rooms, bathtubs and showers. Glazing in any portion of a wall enclosing these compartments where the bottom exposed edge of the glazing is less than b0 inches above a standing surface and drain Inlet. (.,blazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position aid where the bottom exposed edge Is less than bO inches above the walking surface. g� (9lazing In individual fixed or operable panel, other than those locations described in Items E and F dove, that meets all of the following conditions: (1) Exposed area of an individual pane is greater than q square feet. (2) Exposed bottom edge less than 18 inches above the floor. (3) Exposed top edge greater than 36 inches above the floor. (4) One or more walking surfaces within 36 inches horizontally of the plane of the glazing. 1. (glazing in railings regardless of height above a walking surface. Included are structural baluster panels and non-structural in -fill panels. PART 3 - EXECUTION 5.01 INSTALLATION A. Shall be in accordance with requirements of "Consumer Products Safety Commission Rulings 166FR1201, "Safety Standard for Architectural 61azing Materials" effective July 16, IcM and in accordance with Flat 61ass Marketing Association 'blazing Manual", manufacturer's installation instructions, and as indicated on drawings. Glass on installation shall have no tong marking, or oil canning. END OF SECTION 06600. SECTION 09200 - PORTLAND CEMENT PLASTER PART I - C-ENERAL 1.01 SCOPE The Contractor shall furnish and install all plastering work complete, including grounds, screeds and casings. 1.02 QUALITY ASSURANCE A. Code and Standards: Comply with applicable requirements of governing codes. B. All work shall comply with Cuter 25 of the UBG/GBG. G. All work shall comply with the installation standards of the manufacturer of the plaster (insulation) product provided. D. Application of waterproof barrier shall be the responsibility of Client based on the recommendations of the stucco manufacturing representative. PART 2 - PRODUCTS 2.01 MATERIALS A. Portland Cement Plaster: 'I/8 inch minimum thick 3-coat application (scratch, brown and finish) over 1/4--Inch self -furring galvanized wire lath over i layer 15 pound felt minimum and wire backing or K-lath 'Aqua K-lath', Grade D, waterproof vapor barrier with building paper backing, type 5F8 self -furring. B. Weather -resistive barrier: Grade 'D' Draft waterproof building paper. (NOTE: two (2) iayers grade 'D' Draft waterproof building paper over all wood based sheathing per section 2506.4 of ft UBC) G. Finish Coat: Integral color stucco, factory prepared mineral pigments, color to be selected by Developer. D. Texture: Sand f loot finish. (20/30 min) E. Drip Screed: 26 gouge with weep holes, corrosion resistant. F. Soffits: use hi -rib lath as recommended by stucco manufacturer. 6. Corners: All outside corners to be rein -forced with (bulinose corner (yards) 010 degree right angle corner guards) H. Drip 5weeds: install corrosion resistant metal drip screeds at underside of all stucco soffits and recesses. I. Expansion Joints: Install expansion joints and weep joints as recommended by stucco contractor. Architect to be notified of locations prior to installation. J. Exposed Concrete Foundation: finish color coat all exposed surfaces. PART 3 - EXEGUTION 3.01 INSTALLATION A. Heather -resistive barrier: Install per U.B.G. Section 1402A. B. Lath: Install per stucco system manufacturers instructions. C. Stucco: Mix and install per manufacturers instructions. 3.02 WORKMAN5HIP A. Perform all mixing, plastering and plaster curing in strict acc referenced standards. END OF SECTION Og2OO. SECTION 09250 - GYPSUM BOARD PART I - GENERAL 1.01 SCOPE Furnish and install all gpsum waliboard work complete. 1.02 6VALiTY A55URANCE CVsum Association 6A-216 'Recommended Specifications for Application and Finish of Gypsum Board". PART 2 - PRODUCTS 2.01 MATERIALS A. Gypsum Board: 1. A5TM 06; 1/2 inch thick, except as noted on drawings. 2. A5TM 06; 5/8 inch thick, Type "X", fire resistive type, UL rated; as noted on drawings in garage and under stairs. 3. A5TM 036; 5/6" inch thick at all truss ceilings with 24" O.G. spacing. 4. Moisture Resistant Wallboard and Gelling Board: Use in wet areas as recommended by G'typsum Board Manufacturer. B. Metal Corner Bead, Casing, and Trim Galvanized: 1. Bulinose bead at external corners. C. Tape 4 Compound: As recommended by gypsum board manufacturer printed instructions. D. Nailing: Per code (See structural engineer's drawing for special nailing requirements). PART 3 - EXECUTION 3.01 WORKMANSHIP A. All joints In finished surfaces shall be teed and finished with joint cement. Reinforce all canners. B. Provide metal trim at all exposed edges and external corners. G. Trim shall be tight to wallboard edges, plumb, level and true to plan, securely attached. D. Conceal exposed nail or screw head with joint compound. E. Nails shall be annular ring (GHB-54) conforming to ASTM 0380-55T. Wallboard screw may be substituted in lieu of nails. 5.02 PLASTER FIN15HE-5 A. Halls.. Painted, light orange peel. B. Geihings: Painted, light orange peel. 3.03 FiRE BLOCKIN6 / DRAFT5TOPPIN6 A. Fire Blocking: 1/2" Gown Board, max 10'-O" o.c. in soffits and other concealed spaces too large for solid blocking. Conform to UBG Section -105 2. B. Draft 5toppirg: 1/2' Gypsum Board in locations too large for solid blocking. Conform to UBG Section 105.5. END OF 5EGTION 04250. SECTION 09300 - CERAMIC TILE PART 1 - GENBZAL 1.01 SCOPE Furnish and install ceramic tile complete as indicated. 1.02 QUALITY ASSURANCE Tile Council of America "American National 5tcnckard Specifications for the Installation of Ceramic Tile", "Handbook for Geramic Tile installation" (current edition), all as amended bty Ceramic Tile Institute's recommendations. PART 2 - PRODUCTS 2.01 MATERIAL. A. Counter Tops: As selected by Developer. B. Hard Tile Flooring: As selected by Developer. C. Restroom walls: As selected by Developer. D. Grout: Color as selected by Developer. PART 3 - INSTALLATION 3.01 INSTALLATION Shall be In accordance with TGA "Handbook for Ceramic Tile Installations" (current edition (thick set]}. N o= HMW (/+, ® w Wa ��_ � CL N L rn ffCMW �Z C> a Q 4 M 0 0 0 L Q> 0 W. �g L 0 Q J X 0 4-4 0) m° ■ �7- 0 0 LO C c 0 0' 0 Q x U damVJ - � �.- "`> U r!� 4-J ■ .0 rrri�rr� T` 00 0 l.l.! 0 L4 (T).� Z�NU c C) T"" `�- 0 O n ■ 0 a U ■00 0 E 0 o v 0 n ■ CC L 00 0 C', mc 1-0 r 0 C 0 L Q �0 C) N C8 M m 0 Q) M L0 (1) LU UM1 C) JOB NO. 53050 PROD. MGR. A. HOOP5 DRAWN BY CHECKED BY SHEET TITLE SHEET GENERAL NOTES GN-3 --GN-1 PART I - GENERAL 1.01 5GOPE Furnish all labor and materials to complete painting and finishing work including preparation of surfaces other than those that are factory primed. PART 2 - PRODUCTS 2.01 MATERIA L5 A. Submit list of materials and manufacturer for approval. B. All materials shall be delivered to the site in sealed original manufacturer's containers. C. Paint: Selected by Developer. D. Stain: Selected by Developer. 2.02 COLORS As scheduled by Developer. 2.03 PREPARATION OF 5URFACE5 A. Surfaces shall be clean, dry and in suitable condition for finish noted. Remove all oil, grease, bond breaking agents, dust, mill scale and efflorescence. B. Cracks, holes, knots shall be filled, sanded smooth, and sealed. Wood surfaces, except resawn wood, shall be sanded perfectly smooth. Sanding dust shall be completely removed. G. Hardware shall be masked or removed prior to painting. PART 3 - EXECUTION 3.01 HORKMAN5HIP A. Each coat shall be uniformly applied, well brushed out and free of brush marks, runs, sags or skips. B. Prime and paint all six (6) sides of all exterior wood. G. Paint finishes shall be cut sharply to line. Protect adjacent surfaces. D. Mix and apply paint and stains in accordance with the manufacturer's printed installation instructions. 3.02 PAINT SCHEDULE Surfaces shall be painted and/or finished in accordance with the following procedure for the surface and finish selected by Architect or Developer thereon:: A. Interiors Surfaces: 1. Flat Fall Finish: a. C-Tsurn Hal aboard: ist Goat Vinyl Acrylic Flat Paint 2nd Goat Vinnyl Acrylic Flat Paint 2. Semi-61oss Enamel Wall: a. C-Tsum Hai (board: Ist Goat Pigmented Latex Sealer 2nd Goat 5emi-6loss Enamel 3. Hood: a. Opaque Finish: ist Goat Pigmented Undercoat 2nd Goat 5eml-61oss Enamel b. Solid Color Stain: 15t Goat Solid color stain 4. Ferrous Metal: ist Goat Pigmented Undercoat 2nd Goat Sash and Trim Enamel B. Exterior Surfaces: 1. Ferrous Metal: Ist Goat Chrome Oxide Primer 2nd Coat Sash and Trim Primer 2. Hood: Ist Goat Solid color stain 3. Stucco: a. Ist coat acrylic latex undercoat (applied by roller) b. 2nd coat 100% acrylic latex flat paint END OF SECTION Ogg00. SECTION 10000 - MISCELLANEOUS SPECIALTIES PART I - GENERAL 1.01 SCOPE Provide and install specialties complete and operable. PART 2 - PRODUCTS 2.01 MATERIALS A. Building Numbers: Backlight as selected by Developer in accordance with local fire department requirements. B. Mailbox: As selected by Developer. PART 3 - EXECUTION 3.01 INSTALLATION A. install miscellaneous building specialties in accordance with manufacturer's printed installation instructions. Hork shall be set plumb, level, and true to line and shall present a neat and finished appearance. Include setting each item in its correct place, fastening it, building It In, connecting it, or incorporating it into other portions of the work, as each item may require; ad testing ad operating equipment if required to assure proper functioning. B. Backing Plates and Anchors: The work of this section shall include the furnishings of backing plates, anchors, and fasteners required for installing and anchoring and miscellaneous equipment specified herein. C. Building numbers to comply with securlty regulations. END OF SECTION 10000. SECTION 10155 - TOILET COMPARTMENTS PART I - GENERAL 1.01 SC40PE A. Furnish and install complete toilet compartments including trim and hardware. 1.02 6VALITY ASSURANCE A. Materials and workmanship shall conform to the standards set by the Code and all handicap access standards where required. (ADA) PART 2 - PRODUCTS 2.01 MATERIALS A. Duraline Series, floor supported toilet 4 urinal petition compartments as manufactured by "Bob^ick'. B. All trim and hardware. G. Color as selected by Developer. PART 3 - EXECUTION 3.01 INSTALLATION A. Install per manufacturers printed Installation instructions and as shown on drawings. END OF SECTION 10155. SECTION 10426 F - SIGNAGE AND GRAPHICS PART 1 - GENERAL 1.01 SUMMARY A. This section includes the following: I. Fire Evacuation and Area of Rescue Assistance signs. 2. Products supplied In this section are to be installed by others. 1.02 5UBMiTTAL5 A. Manufacturer's Data: Submit manufacturer's descriptive literature and specifications, including color samples of material for selection, as applicable for approval. B. Submit shop drawings listing sign styles, lettering and locations, and overall dimensions of each sign. C. Submit full size sample sign of type, style and color specified including method of attachment. D. Manufacturers must submit 3 references showing comparable products for projects completed within the lash 5 years. E. Submit manufacturer's standard warranty information. PART 2 - PRODUCTS 2.01 MANUFACTURER A. Best Manufacturing Sign Systems, 1202 N. Park Ave., P.O. Box 577, Montrose, Colorado 81402; Telephone 1-800-235-2378; Fax 1-4110-2401-0223; E-mail salesebest5igns.com. (e equal) 2.02 MANUFACTURED UNITS A. Fire Evacuation signs in Series 1400 Hood Frame [specify wood type] shall be 12" x 16" [or specify size]. Inserts shall be of "MP" plastic with copy and maps Gra phic Blast-D engraved and pointfiiled one standard color. Customer to supply full size camera ready a^ to be approved by Best. S. Fire Evacuation signs shall be 8" x 10" [or specify size] satin bronze [or specify metal] with copy and maps Graphic BlastO frosted and surface oxidized brown. Customer to supply full size camera ready art to be approved by Best. C. Area of Rescue Assistance Signs shall be 8' x 14" [or specify size] of 1/5" "MP" Plastic with copy, symbol and grade 2 braille Graphic BlastN raised 1/32". [Specify lettering style, upper case or upper and lower case, letter and number height]. D. Evacuation Plan signs shall be 12" x 12' [or specify size] of 1/8" "MP" Plastic with copy and map Graphic Blost4t engraved and pointfilled two standard colors [specify colors]. Customer to supply full size camera ready art to be approved by Best. E. Emergency Exit Only signs shall be 0-1/2" x 6-1/2' [or specify size] of 1/8" 'MP" Plastic with copy Graphic BlastO raised with background and symbol painted two standard colors [specify colors]. [Specify lettering style, upper case or upper and lower case, letter aal number bight, and placement location of grade 2 braille]. F. Maximum Capacity signs shall be 12" x 6" [or specify size] of 1/8' "MP" plastic with copy Graphic BlastO engraved and poIntfilled one standard color [specify color]. [Specify lettering style, upper case or upper and lower case, letter and number height]. PART 3 - EXECUTION 3.01 INSTALLATION A. General: Locate sign units and accessories where indicated, using mounting methods of the type described and in compliance with the maufacturer's instructions. I. Install signs level, plumb, crud at heights indicated. B. Mount using methods indicated below [specify method below]. I. Vinyl foam tape. 2. Holes and screws. END OF SECTION 10426F. SECTION 10426 H - SIG NAGE AND GRAPHICS PART I - GENERAL 1.01 5UMMAi?Y A. This section includes the following: 1. Exterior signs. 2. Products supplied in this section are to be installed by others. 1.02 SUBMITTALS A. Manufacturer's Data: Submit manufacturer's descriptive literature and specifications, including color samples of material for selection, as applicable for approval. B. Submit 5hop.drawing5 listing sign styles, lettering and locations, and overall dimensions of each sign. C. Manufacturers must submit 3 references showing comparable products for projects completed within the last 5 years. D. Submit manufacturer's standard warranty information. 1.03 REFERENCES ` A. Title III of the "Arnericans with Disabilities Act of IagO", (ADA), Department of Justice. B. 'American National Standard for Buildings and Facilitles" GAB0/AN51 Alli.1-MC12, Council of American Building Officials/American National Standards Institute. PART 2 - PRODUCTS 2.01 MANUFACTURER, A. Best Manufacturing Sign Systems' 1202 N. Park Ave., P.O. Box 577, Montrose, Colorado 81402; Telephone 1-800-235-2378 Fax I-q70-244 -D223; E-mail solesebestsign5.com. 2.02 MANUFACTURED UNITS A. Sign material shall consist of 18 gauge bonderized steel [or .063" aluminum]. Signs shall have white baked enamel surface and screen print copy, symbols and border. Corners shall have I" radius. B. Sizes shah be per GABO/ANSI A117.1 and ADA Standards. PART 3 - EXECUTION 3DI INSTALLATION A. General: Locate sign units and accessories where indicated, using mounting methods of the type described and in compliance with the manufacturer's instructions. 1. Install sign level, plumb, and at height indicated. B. Mount using methods indicated below [specify method below]. 1. U-Charnel posts in [specify galvanized or green painted steel] [specify 8'-0" or 10'-0" length] using standard mounting hardware of galvanized steel carriage bolts. END OF SECTION 10426H. SECTION 15400 - PLUMBING PART I- GENERAL. 1.01 5GOPE Supply all labor, transportation, materials, etc., for installation of complete plumbing system including: fixtures, hot and cold water piping, soil and vent piping, water heaters, pipe insulation, permits, fees, meters, etc. All materials, work, etc., to comply with all requirements of the Building Department and Plumbing Code. 1.02 PLUMBIN6 PLANS Shall be prepared and submitted by the Tenant to the Building Department for Plan Check. PART 2 - PRODUCTS 2.01 HANG-45 S AND STRAPS All horizontal piping shall be hung with approved hangers at 6'-0" on center minimum and spaced to permit expansion and contraction without hitting adjoining pipe. Vertical piping shall be supported at 4'-0" on center with wrought steel 'V' straps securely fastened to building from. 2.02 CLEANOUT HUBS Shall be installed flush with face of wall or cabinet. 2.03 DRAINS Provide aid install all drains. 2.04 PLUMBING FIXTURES As selected by the Developer. 2.05 HATER NEATER As selected by the Developer. NOTE: Equip with pressure and temperature relief valves, drain to outside. Relief valve gain tube shall extend from the valve to the outside of the building with the end of the pipe not more than two feet nor less than six inches above the ground per section b08.5 of the UPC. Hater heater shall be anchored or strapped to resist horizontal displacement. Strap as follows: (section 510.5 of the UPC) Provide two (2) straps for water heaters up to 52 gallons. Provide three (3) straps for water heaters between 52 gallons to 75 gallons. Provide four (4) straps for water heaters between 76 gallons and 100 gallons. PART 3 - EXECUTION 3.01 INSTALLATION A. Roughing -in shall be completed, tested and approved before concealing with other work. B. Openings In pipes, drains, and fittings shall be kept covered during construction. 0. Provide solid backing for securing fixtures. D. Provide clean -outs at ends of all lines and where required by codes. E. 51ope gas piping not less than I inch in 15 feet. F. Copper pipes shall be fully sweated to fittings. 6. Black iron and galvanized steel pipe joints 5hai I be made with q�proved pipe thread compound. H. Provide slut -off valves at each fixture. I. Isolate all piping from structure with fiber padding, or equal, at all penetrations. All vents to be minimum 36" from all windows. All vents to lead to outside air. Contractor to discharge all vents behind ridges when ever possible. Provide condensation line at each FAU location. (Provide primary and secondary condensation line to an approved drainage receptacle at attic FAU location) All penetrations of fire assemblies shall meet the requirements of U.B.C. Chapter 7. No alterations to the structural frome, diaphragms, connectors or shear panels shall be made which would compromise the designed structural integrity of such elements without prior written approval from the Structural Engineer. END OF SECTION 15400. SECTION 15500 - HEATING AND AIR CONDITIONING PART i - GENERAL 1.01 SCOPE Supply all labor, transportation, materials, etc., for installation of complete heating and ventilating system with design temperature of 72 degrees Inside, at 36 degrees outside. All work, materials, etc., to comply with all requirements of legally constituted authorities having jurisdiction including all County and State ordinances. PART 2 - PRODUCT 2.01 HEATING PLANS AND CALCULATIONS A. Shall be prepared and submitted by the pleating Sub -contractor to the Building Department for Plan Check and Approval. 8. Equipmennt to comply with Energy Conservation Standards. 2.02 MATERIALS A. Ducts: constructed, installed and insulated per Chapter 6, U.M.G.. B. Dampers: provide approved automatic fire dampers or minimum 26 gouge corrosion resistant metal material with seated edges at all ductwork penetrating fire rated walls,'floors, or ceilings as required and allowed by the U.M.G.. All fan systems exhausting air from the building envelope to the outside .shall be provided with backdraft dampers. PART 3 - EXECUTION 3.01 EGUIPNENT INSTALLATION All equipment installation as per manufacturer's printed installation instructions. A. Furnace to be installed a5 required by the U.M.G. B. All work to be in conformance with acoustical requirements as noted In acoustical report. C. An attic furnace shall comply with Section 31q of the U.M.G. and the following: 1. Provide required clearances, for duct work and to combustibles. 2. Provide minimum 30"X30" attic access opening with fully weatherstripped door and passageway continuous to the furnace and its controls. A 22 X30" access opening fully weatherstripped door may be used provided the largest piece of equipment can be removed through the opening. 3. Provide an unobstructed continuous solid floor passageway not less than 24' wide not to exceed 20' from the attic access opening to the furnace. 4. Provide a level working platform 30" deep in front of the entire firebox side of the furnace and to all serviceable controls, filters, etc. 5. Provide a permanent electric outlet and switched light fixture. D. No alterations to the structural frame, diaphragms, connections or shear panels shall be made which compromise the designed structural Integrity of such elements without prior written approval from the Structural Engineer. E. Fuel burning equipment located in garages and subject to mechanical damage from the normal vehicular pa shall be protected as Indicated in drawings and as required by U.M.C. F. Provide high and low combustion air in accordance with maufacturer'S requirements and the U.M.G. 6. All penetrations of fire assemblies shall meet the requirements of the U.B.G. Chapter 7. 3.02 COMBUSTION AIR IN Combustion air taken from outside: Provide 1-5quare Inch for each I B.T.U.'s, percent at ceiling and 50 percent at f loor. Provide duct work as required. END OF SECTION 15500. SECTION 16000 - ELECTRICAL PART I - GENERAL IDI SCOPE Supply all labor, transportation, materials, etc., for Installation of complete electrical system to operate Including: fixtures,. appliances, wiring, switches, receptacles, television jacks, service, grounds, temporary power; junction boxes, conduit, sub -panels, etc. All work, materials, etc., to comply with all requirements of all legally constituted authorities having jurisdiction Including all County and State ordinances. 1.02 ELECTRICAL PLANS Shall be prepared and submitted by the Electrical Sub -contractor to the Building Department for approval prior to the start of the work of this Section. l 03 COVE-5 AND 5TANDARD5 A. National Electrical Code, latest edition. B. Local electrical codes. C. Local utility company regulations. PART 2 - PRODUCTS 2.01 MATERIALS A. Main Service: size per requirements. I. Circuit breaker type, recessed f lush mounted, galvanized and prime coated with latch. Provide written card identifying circuits. B. Outlets and pull boxes: Galvanized. 1. Interior Outlets: Duplex type. 2. Exterior outlets: Duplex type, ground fault interrupter, weatherproof type. G. Switches: 51lent type. D. Conduit, cable, wire: Per local Building and Electrical Codes. E. Mitch plates, covers, etc,: As selected by Developer. 2.02 ELECTRICAL. EQUIPMENT A. Exterior Lights: As selected by Developer. B. Light Fixtures: As selected by Developer. C. Exhaust Fans: As selected by Developer. D. Appliances: As selected by Developer. E. Smoke Detectors: As selected by Developer to conform to U.B.G. F. Luminous ceiling: As selected by Developer G. Building Numbers: As selected by Developer PART 3 - EXECUTION 3.01 GENERAL A. Examine the crreas and coalitions under which the, work of this Section w111 be installed. Correct conditions detrimental to the proper and timely completion of the work. Do not proceed until unsatisfactory conditions have been corrected. B. Coordinate Installation of electrical items with the schedule for other work. 3.02 INSTALLATION Provide separate circuits as per code and Developer. Grounding rod to imbedded in foundation (as per code) and indicated on electrical subcontractor's plans. C. Verify and locate all outlets ad switches, junnction boxes and etc. prior to drywall installation. Refer to Ti drawings for location of floor outlets. D. Switched outlets shall be 1/2 hot. E. Unless noted otherwise, locate all switches a 42" to centerline dove finish floor. F. Bathroom Exhaust Fans: Mere permitted Code, switch fans separately from light. Provide minimum five complete air changes per hour. 6. Libra switches, electrical outlets, thermostats and other environmental controls shall conform to ANSI ITI - Mb: 1) Switches, thermostats and environmental controls: have operable parts located 44" above the floor maximum, except as required by code. 2) Outlets: 11" to center line of duplex outlet, except as required by code. 0. Required smoke detectors shall be on a permanent wiring with battery backup without ark iscornecting switch other than those for over current protection. 1. All equipment installed outdoors and exposed to weather shall be waterproof. J. Lighting shall be In accordance with state energy mandatory requirements. K. Penetrations to fire rated materials shall be restored to equal rating as required by local enforcing agency. L. No alterations to the structural frame, diaphragms, connectors or shear panels shall be made which would compromise the designed structural integrity of such elements without prior written approval from the Structural Engineer. 5.03 TESTING A. Upon completion of this portion of work, test all parts of the electrical system. Provide a written report demonstrating that all equipment furnished, installed, and/or connected under this Section function electrically in the required manner. B. All systems shall test free from short circuits and grounds, shall be free from mechanical and electrical defects, and shall show an insulation resistance between phase conductors and ground of not less than that required by the National Electrical Code. G. Test all circuits for proper neutral connection. END OF SECTION 16000. u r I �ZIq - n- m to M 0 0. m y j7 5\ r-: «6 C) C)a tv 0 El iv m c 0 0 i �r0 N� 0 � o 0 (y) %J J r% L. 0 4-0 L. r vJ .� o 0 .� �=- ■ 0 4 v 00 U o 0 J LU (y) x 0 Q) Z 4-- 0 O Q T 0 a. ■ 0 00 (a U s L v n 0 a �. 0 r N a: �J ■ 0 Qo C)CDO C> N 0o0 � N n �U-) U � m ¢ d v en v 0 L U CL um UMJ .LAL. JOB NO. 53050 PROJ. MGR. A. H001'5 DRAWN BY CHECKED BY SHEET TITLE SHEET GENERAL NOTES GN-4 ■ LO ■ co 0 .* --GN--1 Sq§ _. z ~CL cr_ 8s a L- >: Pct my 36 MIN. w�a� ®1 co x M a LANDSCAPE AND GIYIL DRANINCCS 1=0R PULL SIDE z SITE REQUIREMENTS AND INFORMATION r / NOT INCLUDED ON THESE SHEETS. � 24" MIN. CLEAR AT EXTERIOR DOORS PULL SIDE M � M ALL 51TE NORK, COMMERCIAL BU I LD I NC 5, RECREATION " C C> IABLEE AREAS -FIGURE iig-ii BUILDINO5 AND ACCESSIBLE LIYI�NC UNITS MUST -CONFORM 8" MIN.CLEAR AT INTERIOR DOORS f- r- co TO THE CALIFONIA BUILDING CODE CHAPTER 115 ADAAC, " a a 60" MIN. AND ALL APPROPR#ATE SECTIONS OF ANSI/CABO A111.1-IaQ2. -1104B.5 GENE DINING, BANQUET, AND BAR FACILITIES SHALL BE MADE �_ __x� :. :4 co ACCESSIBLE TO PERSONS WITH DISABILITIES AS PROVIDED IN THIS SECTION. I 36 MIN. 12 I 'Ya• stir o -1104B.5.6 TABLEWARE AREAS TABLEWARE, DISHWARE, CONDIMENTS, FOOD MIN. MIN. THESE CBG SHEETS ARE REPRINTED KITH PERMISSION I ! I - z PROVIDE THIS �� 25 o AND BEVERAGE DISPLAY SHELVES, AND DISPENSING DEVICES SHALL COMPLY OF THE COUNCIL OF AMERICAN BUILDING OFFICIALS, I.C.B.O.. ( I J "' ' s` ,.- ADDITIONAL SPACE c WITH SECTION 1122B.4. SEE FIGURE 11B-17. THEY ARE INTENDED AS A GUIDE ONLY FOR THE MORE I I I IF DOOR IS EQUIPPED I I B a -1122B.4 HEIGHTOF PORK SURFACES. THE TOPS OF TABLES AND z COMMON ELEMENTS OF ACCESSIBLE 5UILDIN65. EACH 00 ( I i WITH BOTH A LATCH I COUNTERS SHALL BE 28 INCHES TO 34 INCHES FROM THE FLOOR OR CONTRACTOR, SUB -CONTRACTOR AN P I I I AND A CLOSER I I � - m GONTRAG O ,SUB GO t7 SUPPLIER # ER ! S f2EOUl RED TO z A , . «.. PUSH SIDE GROUND. C> MEET ALL REOUIREME:NT5 OF GABO/AN51, GBG I IA AND GBG 1I5. (-- --1_ LE L _.# I I d REPORT DISCREPANCIES IN THE DRANINC�5 TO THE ARCHITECT. 12" *NOTE: IPUSH SIDE # 48 MIN. IF DOOR h TABLEWARE AREAS MIN HAS BOTH A LATCH I AND A CLOSER 54 MIN. c CH 11B SECTION 1104E & 1122B N.T.S. 60 MIN. ° BSB a CBC-HC50.dwg ' (a) FRONT APPROACH _ (b) HINGE APPROACH m (FIG. 11 B 26A) � [FIG. 11 B-12 (a)] [FIG. 118-12 (B) <Ml '. .' 1, �: '.}> .?Li�T.°r 4 C `: %4'^,iti•',fi`hlr�`i. 3 ,f RrhJ>1t ✓.:S y-` C 60„ DIAMETER T-SHAPED SPACE PULL SIDE 9J a L SPACE FOR 18.0 DEG. TURN13 cm z � � � s ii� x zap � WHEELCHAIR TURNING S ACE (D:t c: ^� o 0 CH. 11B SECTION 1118B.3 N.T.S. "`� Lo BSB a CBC HC09.dwg Cy) -' fi Lo ■ 30" MIN, 4 " ° 8 MIN * � Cn � ,> NOTE. PUSH SIDE. ,< b, ,< 4$ MIN. IF DOOR .. ... ° .`<1 � war°:� �- �� . 0111 �-" . , w '�"' STORAGE SHELVES AND CLOSEIM<c ,. HAS BOTH A CLOSER 24„ V vi -1125B.1 G.ENERAL.FIXED STORAGE FACILITIES SUCH AS CABINETS, ! ( MIN. .,c �--•- SHELVES, C LATCH CLOSETS OR SHALL COMPLY WITH WITH THIS SECTION. c t� -1125B.2 CLEAR FLOOR SPACE A CLEAR FLOOR SPACE COMPLYING I I () APPROACH WITH TIN 1 A # S£C O 11 8B.4 THAT ALLOWS EITHER A FORWARD OR sm •0 � PARALLEL APPROACH BY A PERSON USING A WHEEL- CHAIR SHALL - - - J (FIG. 11 B=26B) r °IJ o BE PROVIDED AT ACCESSIBLE STORAGE FACILITIES. (A) CLE8�3-B=Q SPACE IN .P1��?�S � �y 48 MIN. 48 MIN. 0 -1125H3 HEIGHT. ACCESSIBLE STORAGE SPACES SHALL BE WITHIN 30" 6" 12" 4$" s< �,j„J 0 ` 1 AT LEAST ONE OF THE REACH RANGES SPECIFIED IN SEC. 1118B.5 fu �: }... zrir. «., f,,. . , ? , ... >.:: • (� 0 a) AND 1118B.6 . t• . •" „ . z �� i„ •v u -1125B.4 HARDWARE. HARDWARE FOR ACCESSIBLE STORAGECT FACILITIES SHALL COMPLY WITH SECTION 1117B.6 TOUCH LATCHES ' I' ( - c) T" 0 s © "' I w (A) SYMBOL PROPORTIONS AND U-SHAPED PULLS ARE ACCEPTABLE n I � I _ 00 I I _ N *PROVIDE THIS o z S: z ADDITIONAL SPACE ° L _ _. - J =� =� f3° IF DOOR IS EQUIPPED }� S T A G E WITH BOTH A LATCH 1 1d! (0) ADDITIONAL CIA EYEE�IN.G �,�.LEARANCE FOR ALCOVES _ ""='�Y � b.� 3�-��m��:�<>' �� AND A CLOSER CH 11 B SECTION 1125E N.T.S. (FIG. 118-30) �� BSB Q CBC-HC20.dwg r-- -- -- -- - --- --� (a) DOORS IN A SERIES VESTIBULE (b) BOTH DOORS OPEN OUT �� n� I- I W _ 0 I I CC L 48 MIN. ■f�+ „N l \ (B) DISPLAY CONDITIONS 48" { �z �t BAR FLOOR SPACE o _ a „ (FIG. 11B-5A) ACCESSIBILITY SIGN z O 30, �-- „ „-1118B.4 CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS. �s cc ■ MAX. 24 30 H 11B SECTION 1117B.5.8.1 1. SIZE AND APPROACH THE MINIMUM CLEAR FLOOR OR GROUND SPACE REQUIRED TO C N.T.S. MAX. ACCOMMODATE A SINGLE STATIONARY WHEELCHAIR AND OCCUPANT IS 30" BY 48". THE BSB (� csc_Hc39.dwg z co f 0 MINIMUM CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS MAY BE POSITIONED FOR PUBLICBLDG c .^ < :2`.� ,,, Sk:,,j, , , i+�s art'. ` :., -.,•° � a FORWARD OR PARALLEL APPROACH TO AN OBJECT. CLEAR FLOOR OR GROUND SPACE FOR N 'Y' ' � . °>'' �' r 2 f- °` I I Q ,� WHEELCHAIRS MAY BE PART OF THE KNEE SPACE REQUIRED UNDER SOME OBJECTS. SEE ,k° ;`l,3, < , c .r�< SHEETS o FIGURE 11 B-5A. _ (FIG. 118-31) 2. RELATIONSHIP OF MANEUVERING CLEARANCES TO WHEEL CHAIR SPACES. ONE FULL NOTE: PROVIDE BUMPER IN • I I � � �� � � POCKET TO PREVENT a DOORS AT VESTIBULE b DOORS. AT UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE FOR A WHEELCHAIR SHALL (} (} DOOR FROM FULLY ADJACENT WALLS OPPOSITE WALLS ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER WHEELCHAIR CLEAR RECEEDING � 30 //, FLOOR SPACE. IF A CLEAR FLOOR SPACE IS LOCATED IN AN ALCOVE OR OTHERWISE 0 A CONFINED ON ALL OR A PART OF THREE SIDES, ADDITIONAL MANEUVERING CLEARANCES Q (a) CLEAR FLOOR SPACE b HIGH AND LOW (c) MAXIMUM SIDE REACH SHALL BE PROVIDED AS SHOWN IN FIG. 118-5A (b). SEE FIG. 115-5A. 32" MIN. < PARALLEL APPROACH SIDE REACH LIMITS OVER OBSTRUCTION -1133B GENERAL ACCESSIBILITY FOR ENTRANCES, EXITS AND PATHS OF TRAVEL. THE MAXIMUM CROSS SLOPE OF ALL LANDINGS, RAMPS, CLEAR FLOOR OR GROUND � � �' AND/OR WALKS TO BE 1/4 PER FOOT. d� o -1133B.1.1.1.1 ALL ENTRANCES AND EXTERIOR GROUND -FLOOR EXIT DOORS TO BUILDINGS AND FACILITIES SHALL BE MADE ACCESSIBLE TO PERSONS (FIG 11 B-5D) 7 v o SPACE FOR WHEELCHAIRWITH DISABILITIES. DOORWAYS SHALL HAVE A MINIMUM CLEAR OPENING OF 32 INCHES WITH THE DOOR OPEN 90 DEGREES, MEASURED BETWEEN •� M (b) SLIDING DOOR THE FACE OF THE DOOR AND THE OPPOSITE STOP. OPENINGS MORE THAN 24 INCHES IN DEPTH SHALL COMPLY WITH SECTIONS 1118B.1 AND 1118B.2. �' cN � '... f;-.-,.<. iy.M - :`.�'',t--,•'lt• � 4<' v •i.,i:, .'e LY,r.:1$ SIDEREACH CH 11 B SECTION 1118B.4 N.T.S. 32" MIN. x 32" MIN.-1133B•2 DOORS GENERAL. ACCESSIBLE DOORS SHALL COMPLY WITH 1003.3.1.3a AND 1003.3.1.8. v"'- 9 BSB @c CBC-HCIO.dwg � -1133B 2.2 WIDTH AND HEIGHT. EVERY REQUIRED EXIT DOORWAY, SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS M a CH 11B SECTION 1118B.6 N.T.S. THAN 3 FEET IN WIDTH AND NOT LESS THAN 6 FEET 8 INCHES IN HEIGHT. WHEN INSTALLED IN EXIT DOORWAYS EXIT DOORS SHALL BE CAPABLE BSB Q CBC-HC05.dwg `'�� r<r., `' -�' °'' f'� OF OPENING AT LEAST 90 DEGREES AND SHALL BE SO MOUNTED THAT THE CLEAR WIDTH OF THE EXITWAY IS NOT LESS THAN 32 INCHES. c ^-1133B.2,3 HINGED DOORS. FOR HINGED DOORS, THE OPENING WIDTH SHALL BE MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF IL■I� Q c� a� THIS DIAGRAM ILLUSTRATES ,K (a) HINGED DOOR (c) FOLDING DOOR 90 DEGREES FROM ITS CLOSED POSITION. u�, o THE SPECIFIC REQUIREMENTS-1133B.2.3.1 PAIRS OF DOORS. WHERE A PAIR OF DOORS IS UTILIZED, AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR, UNOBSTRUCTED u' " OF THESE REGULATIONS AND {FIG. 1 i 8-33) OPENING WIDTH OF 32 IN. WITH THE LEAF POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. IS INTENDED ONLY AS AN AID CLEAR DOORWAY WIDTH AND DEPTH-1122B.2.3.3 REVOLVING DOORS. REVOLVING DOORS SHALL NOT BE USED AS A REQUIRED ENTRANCE FOR PERSONS WITH DISABILITIES. FOR BUILDING DESIGN-1133B.2.3.4 TURNSTILES, RAILS AND PEDESTRIAN CONTROLS SHALL COMPLY WITH THIS SECTION. AND CONSTRUCTION (b) CARPET PILE THICKNESS _ 1 "� 'L■I� 133B.2.4 FLOOR LEVEL AT DOORS. REGARDLESS OF OCCUPANT LOAD, THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF A DOOR. j Sy a NOTE:-1133B.2.4.1 THRESHOLDS. THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2 IN. LOWER THAN THE THRESHOLD OF THE DOORWAY. CHANGE ""'�` 'X' = REACH DEPTH, DOORS IN LEVEL BETWEEN 1/4 IN. AND 1/2 IN. SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1 UNIT VERT. TO 2 UNITS HORZ. (50% SLOPE) �' .r, ---------� 'Y' =REACH HEIGHT, x 2 ..... I 'Z' = CLEAR KNEE SPACE, `z o CHANGE IN LEVEL GREATER THAN 1/2 IN. SHALL BE ACCOMPLISHED BY MEANS OF A RAMP. :, 3 CH 11B SECTION 11336.2 N.T.S. 2 MANEUVERING CLEARANCES AT DOORS MINIMUM MANEUVERING CLEARANCES AT DOORS SHALL BE AS SHOWN IN FIGURE 11B-26A ANDC4 I ,�; 'Z' IS THE CLEAR SPACE �, r- BSB CQ CBCHC13.dwg 11B326B. 4THE BELOW THE OBSTRUCTION, FLOOR OR GROUND AREA WITHIN THE REQUIRED CLEARANCES SHALL BE LEVEL AND CLEAR. THE LEVEL AREA SHALL HAVE A LENGTH W - - - --= - --� WHICH SHALL BE AT LEAST � "` IN THE DIRECTION OF THE DOOR SWING OF AT LEAST 60 INCHES AND THE LENGTH OPPOSITE THE DIRECTION OF THE DOOR SWING OF 48 INCHES AS AS DEEP AS THE REACH MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION. ••••� uj DISTANCE 'X'. "-1133B.2.4.3 THE WIDTH OF THE LEVEL AREA AND THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND 24 IN. PAST THE STRIKE EDGE OF THE C� 48" 48„ ,, 32 MIN, FOR EXTERIOR DOORS AND 18 IN. PAST THE STRIKE EDGE FOR INTERIOR DOORS.ui CLEAR FLOOR OR GROUND ¢ -;w°' :* F-1133B.2.4.4 THE SPACE BETWEEN TWO CONSECUTIVE DOOR OPENINGS IN A VESTIBULE, SERVING OTHER THAT A REQUIRED EXIT STAIRWAY SHALL SPACE SHALL EXTEND NO (c) VERTICAL CHANGES (d) BEVELED CHANGES {, _ A` PROVIDE A MIN. OF 48 INCHES OF CLEAR ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. DOORS IN A SERIES SHALL SWING EITHER IN THE > © SAME DIRECTION OR AWAY FROM THE SPACE BETWEEN THE DOORS. °rr-°- L�1 (a) HIGH FORWARD REACH LIMIT um MORE THAN 25 IN. (635 M.M.) IN LEVEL (FIG. 11 B-5E) IN LEVEL. -� ': °- z ^' T Q, UNDER THE OBSTRUCTION. o x-1133B2.5 CLOSER -EFFORT TO OPERATE DOORS. MAX. EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8 1/2 LBS FOR EXTERIOR DOORS AND b " y -' " 5 LBS FOR INTERIOR DOORS, SUCH PULL AND SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE .....U. X - 20 5 ITEMS WITHIN �► 0 .r UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED. THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE ..�/ -11248 2 CHANGES IN LEVEL. CHANGES IN LEVEL UP TO 1 /4 VERTICAL AND WITHOUT o © _ "= W 'X' = 0„- 0" DASHED LINES _ z, INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY NOT TO EXCEED 15 LBS. ARE WITHINEDGE TREATMENT (SEE FIG. 11B-5E) (c) & (d) CHANGES 1N LEVEL BETWEEN 1/4 AND r, Z-1133B.2.5.1 HAND -ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN �30 IN. AND 44 IN. ABOVE THE FLOOR. LATCHING AND 1/2 SHALL BE ACCOMPLISHED BY MEANS OF A RAMP THAT COMPLIES WITH FIGURE a All REACH o f ( 11 B-5E d rF. LOCKING DOORS THAT ARE HAND -ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH SINGLE EFFORT BY LEVER TYPE � I I () HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY I I-'1248.3 CARPET. IF CARPET OR CARPET TILE 1S USED ON A GROUND OR FLOOR ►, „ TO GRASP THE OPENING HARDWARE AND USABLE FROM BOTH SIDES. 00 - - 36 MIN. 60 MIN. SURFACE, THEN !T SHALL BE SECURELY ATTACHED: HAVE A FIRM CUSHION. PA[), OR-1133B.2.6 SMOOTH SURFACE. THE BOTTOM (10 IN.) OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING DOORS, SHALL HAVE A SMOOTH 1 BACKING OR NO CUSHION OR PAD; AND HAVE A LEVEL LOOP, LEVEL -CUT PILE, OR UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS LEVEL-CUT/UNCUT PILE TEXTURE. THE MAXIMUM PILE HEIGHT SHALL BE 1/2 IN. (FIG. 118-10) (FIG. 11B-11) C XTENDING THE FULL WIDTH OF THE DOOR) SHALL BE EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND HAVE TRIM MINIMUM WIDTH FOR MINIMUM CLEARNUNN _.._ Z5 LL D ON THE PUSH SIDE S OF THE DOOR WHICH WiLI. ALL01 _ JOB NO. 53050 MAX. ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY SINGLE WHEELCHAIR FOR TWO WHEELC !RS A TRAP OR HAZARDOUS CONDITION. WITH SECTION 11248,2. 0 (CAVITIES CREATED BY KICK PLATES SHALL BE CAPPED) µ PROD. MGR. A. NDOPS = 'X 48" WITH SECTION GRATINGS. !F GRATINGS ARE LOCATED IN WALKING SURFACES THEN T!-I£Y #-1133B.2.3.2 A OMATIC ORS WHEN TOMA C D R OPER TOR IS UTILIZED ERATE A PAIR OF DOORS, AT LEAST OF THE DRAWN BY -- OR GREATER = D LL P VID UNOB OP NG TH 0 32 IN. WITH DO SITIONED OF ES FROM ITS CHECKED 8Y (b) MAXIMUM FORWARD REACH OVER AN OBSTRUCTION SHALL HAVE SPACES NO GREATER THAN 1/2 IN. WIDE IN ONE DIRECTION, 1F GRATINGS ED Tl0 WER A ISTED ORS LL MPL WITH SI BHMA Al .19. !ME RE FORS H D RS TO OPEN TO THE ■ HAVE ELONGATED OPENINGS, THEN THEY SHALL BE PLACED SO THAT THE LONG ( / (FIG. 11 B-5C) DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. CK CHEC PO ION SH C M FOR RE Q RED TO 0 MENT SHALL B X Lo SHEET TITLE SHEET04 FOOK""WARD REACH CHANCES IN LEVEL WHEELCHAIR PAS'SAGE.WIDTH D ORS8 ■ CH 11B SECTION 1118B.5 N.T.S. 5 CH 11B SECTION 1124B N.T.S.Z CH. 11B SECTION 1118B.1 AND 1118B.2 T.S. CH 1 B SEC 1133B.2 N.T.S. CBC.2 0 BSB Q CBC-HC11.dwg BSB Q CBC-HCO2.dwg BSB © CBC-HC08Awg BSB c CBC -1115B.4 PASSAGEWAYS. PASSAGEWAYS LEADING TO SANITARY FACILITIES SHALL HAVE A oo�; xf A' _'- ' o CLEAR ACCESS. ALL DOORWAYS LEADING TO SUCH SANITARY FACILITIES SHALL HAVE:cc $a r -� ^ Z'�' - A CLEAR UNOBSTRUCTED OPENING WIDTH OF 32 INCHES ° rya I >, $ - A LEVEL AND CLEAR AREA FOR A MIN. DEPTH OF 60 IN. IN THE DIRECTION OF THE un ¢ 0 x 48 �' DOOR SWING AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS v I I OPTfONAL I MINIMUM I o ;s ��� � {nI ... MINE!_ CLOSED POSITION AND 44 IN. WHERE THE DOOR SWINGS AWAY FROM THE LEVEL AND do: is Q POST BASE CLEAR AREA �- -- -- -- -- -- -J a x" CLEAR AREA. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS �- y 4 y r CLEAR ANY 0-9 C SIGN ORyoaSHALL EXTEND 24 .IN. PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS ANDS4 4, SIDE REACH ARRANGEMENT OBSTRUCTION MAX. .« WIDTH �(i�MOUNW6 18 IN. PAST THE STRIKE EDGE FOR INTERIOR ODORS. - IDENTIFICATION SYMBOLS COMPLYING WITH 1115B.5. ` I -H15B 7.1 .MULTIPLE. ACCOMODATION TOILET FACILITIES SHALL HAVE THE FOLLOWING: it z I 1. A CLEAR FLOOR SPACE MEASURED FROM THE FLOOR TO A HEIGHT OF 27 IN. ABOVE ¢ g I r° THE FLOOR, WITHIN THE SANITARY FACILITY ROOM OF SUFFICIENT SIZE TO INSCRIBE A w z 9,.,. I 60 IN. CIRCLE OR A CLEAR FLOOR SPACE 56 INCHES BY 63 INCHES IN SIZE. TURNING SPACE X o a- hw I SHALL BE PERMITTED TO OVERLAP. rz:- HANDGRIPS o d. �" - �? I 2. CLEAR FLOOR SPACE AT FIXTURES - DOORS SHALL NOT SWING INTO THE FLOOR M �' 0 x 48 MINIMUM' « I SPACE REQUIRED AT ANY FIXTURE. C> C> ¢ I CLEAR w :: o' N I cn-1115B.9.1 (2) MIRRORS. MIRRORS, MOUNTED ABOVE LAVATORIES OR SINKS, SHALL HAVE L AREA J w I I w 30" ' Q I N J THE BOTTOM EDGE OF THE REFLECTING SURFACE [38 IN.] MAXIMUM ABOVE THE FLOOR. o _ r o FULL LENGTH MIRRORS USED IN CONJUNCTION WITH WHEELCHAIR ACCESSIBLE DRESSING (b) FULL HEIGHT ENCLOSURE ROOMS SHALL BE 18 IN. (455 mm) WIDE MINIMUM AND SHALL BE MOUNTED WITH THE o BOTTOM EDGE 18 IN. (455 mm) HIGH MAXIMUM ABOVE THE FLOOR AND THE TOP EDGE a 72 IN. (1830 mm) HIGH MINIMUM. MIRRORS SHALL BE LOCATED IN A POSITION NOTE: IF Y IS LESS NOTE: IF Z IS WALKING PARALLEL AFFORDING A VIEW TO A PERSON SEATED ON A BENCH OR A WHEELCHAIR, AS WELL ASTHAN 30 INCHES R GREATER THAN 12 ,�, TO A PERSON IN A STANDING POSITION. THEN X SHALL BE cfi INCHES THEN `� I I TO A WALL-1115B.9.2 TOWE14 SANITARY NAPKINS, WASTE RECEPTACLES. WHERE TOWEL, SANITARY GREATER THAN 27 SHALL BE GREATEROx 48I'NAPKINS, WASTE RECEPTACLES, AND OTHER SIMILAR DISPENSING AND DISPOSAL FIXTURES INCHES00 it THAN 30 INCHES I MINIMUM I ARE PROVIDED AT LEAST ONE OF EACH TYPE SHALL BE LOCATED WITH ALL OPERABLEc WITHIN 40 INCHES FROM THE FINISHED FLOOR. o x IIPOS� BASE I ALREAIPARTS, INCLUDING COIN SLOTS, L. -- -- -- i-1117B.5.2. / 5.9. BRAILLE SYMBOLS 0 PROVIDE APPROVED BRAILLE SIGNAGE ON THE STRIKE SIDE OF THE TOILET ROOM DOORS CENTERED 60" ABOVE FINISHED FLOOR.(c) FORWARD REACH ARRANGEMENT CANE HITS roPOST OR BATHING AND TOILET FACILITIES LPYLON BEFORE-3 PERSON HITS CH 11B SECTION 1115B N.T.S. W(FIG. 11B-4) MOUNTING HEIGHTS AND CLEARANCES FOR TELEPHONES - / ��0 OBJECT BSB @ CBC-HC30.dwg-1117B.2.1 GENERAL IF PUBLIC TELEPHONES ARE PROVIDED, THEY SHALL COMPLY WITHC.E.C. 2001-210-7(g). THE CENTER OF ELECTRICAL AND COMMUNICATION SYSTEM RECEPTACLE OUTLETSTHIS SECTION TO THE EXTENT REQUIRED BY THE TABLE IN PHIS SECTION. » " ; wCANE RANGE SHALL BE INSTALLED NOT MORE THAN 48 NOR LESS THAN 15 ABOVE %m " o -1117B.2.6 MOUNTING HEIGHT. THE HIGHEST OPERABLE PART OF THE TELEPHONE SHALL THE FLOOR OR WORKING PLATFORM. �BE WITHIN THE REACH RANGES SPECIFIED IN SECTIONS 11188.5 AND 1118B.6. -1117B.2.7 (4 PROTRUDING TELEPHONE ENCLOSURES. WHERE TELEPHONE ENCLOSURES-380-8(cj. THE CENTER OF THE GRIP OF THE OPERATING HANDLE OF SWITCHES USED TO1 WALKING PERPENDICULAR TO WALL CONTROL LIGHT SWITCHES, THERMOSTATS, AND OTHER ENVIRONMENTAL CONTROLS SHALL BEPROTRUDE INTO WALLS, HALLS, CORRIDORS OR AISLES, THEY SHALL ALSO COMPLY WITH LOCATED NO HIGHER THAN 48 INCHES ABOVE THE FLOOR OR WORKING PLATFORM..�SECTION 1121B. (FIG 11'3-7A) 210-7(g). THE CENTER OF THE GRIP OF THE OPERATING HANDLE OF SWITCHES USED TO CONTROL LIGHT SWITCHES, THERMOSTATS, AND OTHER ENVIRONMENTAL CONTROLS SHALL BEW TELEPHONES LOCATED NO HIGHER THAN 48 INCHES AND NO LOWER THAN 15 INCHES ABOVE THE FLOOR. 11-380-8(c.1),IF THE REACH IS OVER AN OBSTRUCTION (FOR EXAMPLE, A KITCHEN BASECH B SECTION 1117B.2 N.T.S.CABINET) BETWEEN 20 AND 25 INCHES IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44BSB O CBC-HC23.dwg-1133B.8.6.1 PROTRUDING OBJECTS.OBJECTS PROJECTING FROM WALLS WITH THEIR INCHES FOR FORWARD APPROACH, OR 46 INCHES FOR SIDE APPROACH PROVIDED THE LEADING EDGES BETWEEN 27 INCHES AND 80 INCHES ABOVE FINISH FLOOR SHALL PROTRUDE OBSTRUCTION IS NO MORE THAN 24 IN DEPTH FROM WALL BENEATH A CONTROL. 'NO MORE THAN 4 INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS OR AISLES.-210-50(e j. THE CENTER OF 15, 20, AND 30-AMPERE ELECTRICAL OUTLETS MUST BE OBJECTS MOUNTED WITH THEIR LEADING EDGES AT OR BELOW 27 INCHES ABOVE THE FINISHED INSTALLED NO HIGHER THAN 48 INCHES AND NO LOWER THAN 15 INCHES ABOVE THE "' .0FLOOR MAY PROTRUDE ANY AMOUNT.FLOOR. IF THE REACH IS OVER AN OBSTRUCTION, COMPLY WITH THE SAME REQUIREMENTSr '�'�FREE STANDING OBJECTS MOUNTED ON POSTS OR PYLONS MAY OVERHANG 12 INCHES SPECIFIED IN 380-8(c). 48MIN. MAXIMUM FROM 27 INCHES TO 80 INCHES ABOVE THE GROUND QR FINISHED FLOOR. � V/ QPROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE-760-16. THE CENTER OF FIRE ALARM INITIATING DEVICES SHALL BE LOCATED 48 INCHES 018" ABOVE THE LEVEL OF THE FLOOR, WORKING PLATFORM, GROUND SURFACE OR SIDEWALK.MIN OR MANEUVERING SPACE. SEE FIGURE 11 B-7A. � C'� a� x-1133B.8.6.2 HEAD ROOM. WALKS, HALLS, CORRIDORS, PASSAGEWAYS, AISLES OR OTHER � C.B.C. 2001 K `+- o x>" CIRCULATION SPACES SHALL HAVE 80 INCHES MINIMUM CLEAR HEAD ROOM. '""'" `'� z <t y, ,;:; > „-1117B.6 (1) GENERAL. CONTROLS AND OPERATING MECHANISMS REQUIRED TO BE C7 a.cc-- --: =A z SEE FIGURE 11B-7A.ACCESSIBLE BY SECTION 101.17.11 SHALL COMPLY WITH THE REQUIREMENTS OF THIS col� I SECTION.�_j "' I PROTRUDINC OBJECTS-1117B.6 (2) CLEAR FLOOR SPACE. CLEAR FLOOR SPACE COMPLYING WITH SECTION 1118B.4 THAT ALLOWS A FORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR CH 11B SECTION 1133B.8.6 N.T.S. SHALL BE PROVIDED AT CONTROLS, DISPENSERS, RECEPTACLES AND OTHER EQUIPMENT.�sBSB Q CBC_HC04.dwg-1117B.6 (3) HEIGHT. THE HIGHEST OPERABLE PART OF ALL CONTROLS, DISPENSERS, RECEPTACLES, MOUNTED THERMOSTAT AND OTHER OPERABLE EQUIPMENT SHALL BE18MIN PLACED WITHIN AT LEAST ONE OF THE REACH RANGES SPECIFIED018IN SECTION 1118B.5 AND 1118B.6, 48" ABOVE FINISH FLOOR MAX. ELECTRICAL AND wSST HEI T ANDMEAR_,FLOOR MIRROR 60" MIN COMMUNICATION RECEPTACLES ON WALLS SHALL BE MOUNTED NO LESS THAN 15 IN. cc L E SPACE CLEARABOVE THE FLOORLEAFLOOR17"t;..„-1117B.6 (4) OPERATION. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE-- SPACE MAX. �'32" MIN °° 24 MIN. WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF FLUSH TO EDGE THE WRIST THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 CAN7l���oMED DRIN19MG..EURI � � Z z Z � � � � � ONW DEOF WATER " LB. OF FORCE. _�AND �dIER COOLERS t ��00 r; ! SiOE ¢ CLOSET ¢34 MIN. j�NNM l__ __ ___.i N N CLEAR CDNEKDLS AND OPERATING MECHANISMS cl 00 CH 11B SECTION 1117B.6 N.T.S. 0 -1115B.2.1.5.3 THE BUBBLER SHALL BE ACTIVATED BY A MANUALLY OPERATED SYSTEM NOT AX `r BSB c CBC_HC22.dw ■■■■■REQUIRING A FORCE GREATER THAN 5 LBF THAT IS LOCATED WITHIN 6 INCHES QF THE FRONT IN. COEARANCE 48" MIN. ,� g PUBLI BLDGEDGE OF THE FOUNTAIN OR AN ELECTRONICALLY CONTROLLED DEVICE. THE BUBBLER OUTLET "ORIFICE SHALL BE LOCATED WITHIN 6 INCHES OF THE FRONT EDGE OF THE DRINKING FOUNTAIN NOTE: v,. 18" 32" MIN \ aLEG CLEARANCE MI . �` _SHEETA0 AND WITHIN 36 INCHES OF THE FLOOR. THE WATER STREAM FROM THE BUBBLER SHALL BE DASHED LINE INDICATES MIN. CLEAR FLUSH FLUSHSUBSTANTIALLY PARALLEL TO THE FRONT EDGE OF THE FRINKING FOUNTAIN. 17�> DIMENSIONAL CLEARANCE ACTIVATOR ACTIVATOR �j+j -1115B.2.1.5.4 THE SPOUT SHALL PROVIDE A FLOW OF WAFER AT LEAST 4 INCHES HIGH SQ FIXTURE MIN. OF OPTIONAL UNDER ON WIDE ON WIDEAS TO ALLOW`THE INSERTION OF A CUP OR GLASS UNDER THE FLOW OF WATER. THE FORCE DEPTH FIXTURE ENCLOSURE. MULTIPLE MULTIPLE 18" SIDE 18" 18" SIDE ILu YREQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBF. TOILET STALL TOILET STALL MIN. MIN. MIN. Q-1117B.1.1 GENERA, IN NEW CONSTRUCTION, WHERE ONLY ONE DRINKING FOUNTAIN AREA IS (FIG. B4.20.3.1) {FIG. B4.20.3.2} N¢ �°,�¢PROVIDED ON A FLOOR, THERE SHALL BE A DRINKING FOUNTAIN ACCESSIBLE TO INDIVIDUALS (FIG. 11B-1A) (FIG. 11B-1B) WHO USE WHEELCHAIRS AND ONE ACCESSIBLE TO THOSE WHO HAVE DIFFICULTY BENDING ACCESSIBLE TOILET STALLS-- 28" 32 MIN." TO EDGE TO ED,OR STOOPING. , TH S CAN BE ACCOMMODATED BY THE USE OF HI -LOW FOUNTAINS. -7 I V c�OF WATER` OF WATER o-1115B.9 LAVATORY FIXTURES THE REQUIREMENTS OF THIS SUBSECTION SHALL APPLY TO 42" MIN. 1.2" MAX. CLOSET CLOSET :°� N ono -111781.2 ALCOVES. WATER FOUNTAINS SHALL BE LOCATED COMPLETELY WITHIN R ttJ tom?ALCOVES OR OTHERWISE POSITIONED SO AS NOT TO ENCROACH INTO PEDESTRIAN WAYS. THE ' d- "' `�'LAVTORY FIXTURES VANITIES AND BUILT-1N LAVATORIES. i N ��� N �ALCOVE 1N WHICH" THE WATER FOUNTAIN IS LOCATED SHALL NOT BE LESS THAN 32 IN. IN-1115B.9.1 (1) A CLEAR FLOOR SPACE 30 IN. BY 48 IN. COMPLYING WITH SECTION 1118B.4 I z cod V�WIDTH AND 18 IN, IN DEPTH. SHALL BE PROVIDED IN FRONT OF A LAVATORY TO ALLOW A FORWARD APPROACH. SUCH I 1 z 24" MIN. p�Q'� 00 cn vCLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND I \ '` co v c 0ATER FOUNTAINS D R I N K I N G INTO KNEE AND TOE SPACE UNDERNEATH THE LAVATORY, I "' V --1115B.9.1 2 MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE NO HIGHER THAN (� 18" 18" 32" MIN oCH 11B SECTION 1117B.1 N.T.S. 40 INCHES FROM THE FLOOR. ,;B$P Q CBC_HC29.dwg 48" MIN. 56MIN.MIN. MIN. CLEAR"'LAVATORIES AND SINKS ( ALL MOUNTED W. .)"V 59MIN. SINGLE OCCUPANCY MULTIPLE -- UJI 1-ij2 CH 11 B SECTION 1115B. 9.1 N. T. S. (F OOR MOUNTED W.C.} TOILET TOILET STALLBSB Q CBC_HC28.dwg ° { ,: 1-1/4» TO 1-1/2TbRY �ESSIEL54 MIN.HAND-�., RAIL42" MIN. 12"- MIN."A -1115B.7 TOILET FACILITES. ACCESSIBLE TOILET STALLS SHALL COMPLY WITH 1115.7.1 (2),(3) 12 i.1.J0o1-1/4" TO 1-1/2" & (4).1115B.7.1 (2) CLEAR FLOOR SPACE AT FIXTURES DOORS SHALL NOT SWING INTO THETOILETFLOOR SPACE REQUIRED FOR ANY FIXTURE. A PAPERGRAB sw�£ z-1115.B7.1 (3) ACCESSIBLE WATER CLOSET COMPARTMENT. A WATER CLOSET FIXTURE n M DISPENSERBAR 1-1/2" i I PRIVACY c LOCATED IN A COMPARTMENT SHALL PROVIDE A MIN 28 IN. ODE CLEAR SPACE FROM A � FIXTURE OR A MIN. 32 IN. WIDE CLEAR SPACE FROM A WALL AT ONE SIDE OF THE WATER,>z � 1 I SHIELDHAND- 1-1 /4 TO 1-1 /2 '�` I I CLOSET. THE OTHER SIDE OF THE WATER.CLOSET SHALL PROVIDE 18 IN. FROM THE Q ,\ \ �RAIL L _ CENTERLINE OF THE WATER CLOSET TO THE WALL. A MIN. 48 IN. LONG CLEAR SPACE�► SIDE ELEVATION'v30 MINMONNOW/ SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET IF THE COMPARTMENT HAS AN END r. 9 """OPENING DOOR. A MIN. 60 IN. LONG CLEAR SPACE SHALL BE PROVIDE IN A COMPARTMENT (FIG.11B-1A) W O WITH THE DOOR LOCATED AT THE SIDE SHALL BE EQUIPPED WITH AN AUTOMATIC URINAL SIDE VIEW CLOSING DEVICE AND SHALL HAVE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32 IN, -11158.8.2. (1133B.4.2.6.1 SIM) THE 0lAMETER OR WIDTH OF THE GRIPPING SURFACES OF A WHEN LOCATED AT THE END AND 34 IN. WHEN LOCATED AT THE SIDE WITH THE DOORGRAB BAR SHALL BE 1-1/4 IN. TO 1-1/2 IN. OR THE SHAPE SHALL PROVIDE AN EQUIVALENT POSITIONED AT AN ANGLE 90 DEGREES FROM ITS CLOSED POSITION. WHEN STANDARDGRIPPING SURFACE. IF GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE COMPARTMENT DOORS ARE USED, WITH A MIN. 9 IN. CLEARANCE FOR FOOTRESTSBETWEEN THE WALL SHALL BE 1-1/2 IN. GRIPPING SURFACE SHALL BE UNINTERRUPTED BY UNDERNEATH AND A SELF CLOSING DEVICE, CLEARANCE AT THE STRIKE EDGE AS SPECIFIED-1115B.7.2 TOILET FACILITIES. A WATER CLOSET FIXTURE SHALL PROVIDE A MINIMUM 28 IN.NEWEL POSTS, OCHER CONSTRUCTION ELEMENTS OR OBSTRUCTIONS. ANY WALL OR OTHER IN SECTION 1133B.2.4.3 IS NOT REQUIRED. WHERE SIX OR MORE STALLS ARE PROVIDED WIDE CLEAR SPACE FROM A FIXTURE OR A MIN. 32 IN. WIDE CLEAR SPACE FROM A WALL AT SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. WITHIN A MULTIPLE-ACCOMOOATION TOILET ROOM, AT LEAST ONE STALL SHALL COMPLY ONE SIDE OF THE W TEC OSET. THE C1161111"Q111 TAN EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8 INCH WI ECTION 1115B.7.1 ITEMS (2 & 3 AND A - PACE SHALL Jpg Hp.-1115B.8.3 STi UCTURAL STRENGTH. [ALLOWABLE STRESSES IN BENDING, SHEAR AND TENSION BE AND PARALLEL GRA BE PROVIDED IN FRONT OF THE WATER CLOSET. PROD. MGR. A. WOOS SHALL NOT BE EXCEEDED FOR MATERIALS USED WHEN A VERTICAL OR HORIZONTAL FORCE OF-1115B.9.4 URINALS WHERE URINALS ARE PROVIDED, AT LEAST ONE SHALL HAVE A CLEAR BARS MPLYING ITH SECTIONS 1115B. 1115E 1115B.14. EELCH-1115B.9.3 TOILET TISSUE DISPE OILET SPENSERS SA DRAWN BY 250 LB. (1112.) IS APPLIED AT ANY POINT ON THE GRAB BAR, SEAT, FASTENER MOUNTING FLOOR SPACE 30 IN. BY 48 IN. IN FRONT OF THE URINAL TO ALLOW FORWARD APPROACH. ACCE LE STAL THE RTITI A LE T ONE PA TION ALL THE WALL WI . OF THE TH EAT. DISPE RS CHECKED BY DEVICE OR SUPPORTING STRUCTURE. GRAB BARS SHALL NOT ROTATE "THIN THEIR FITTINGS] THIS CLEAR SPACE SHALL COMPLY WITH SECTION 1118B.4 PROVID TOE C RAN 9 (23 m} MINI BO HE NTROL D RY, THAT DO NOT PERMIT ONTI OUS PAPER FLOW S NCLEARA IS NO EQUI IN ST S ATER D ED• Ln & GRAB BARS URINALS MEET TITLE SHEET N 1a T L T LS WA EFj CLO ET 0 CHUB SECTION 111513.8 & 11338.4.2.E N.T.S. CH 118 SECTION 1115B.9.4 N.T.S. JUN BC.� BSB Q CBC-HC21.dwg BSB Q CBc ►�C27.dwg CH 1 SEC 1115B. 7 N. T. S. CH 11 B SECTI 11158.7 N. T. S. %%j o lu 00 BSB Q CBC_HC26.dwg ^ BSB d CBC_HC31.dwg r�d +_n++ 3 Slab Perimeter Lavout 5GALE: 1/4++=I+-O° XFLRO REFER TO ARGH I TEGTURAL. 51 TE PLAN, 5HEETT 6 (.1, FOR AGGE551 B I L. I TY REOU I REMENT5. 0 L A I* r r' r w• oikle d [NOTE_51-A13] (01-21-03) A. TH15 PERIMETER DIMEN51ON PLAN 15 FOR DIMEN51ONAL INFORMATION ONLY. B. REFER TO CIVIL DRAWINGS FOR FIN15H 5URFAGE ELEVATION5. G. REFER TO 5TRU6TURAL DRAWINC>5 FOR HOLDDOWN5, FOOTING DETAIL5, CURB THIGKNE55, AND INFORMATION NOT 5HOWN ON TH15 PLAN. D. PLUMBING FIXTURES, VENT LOCATION5, ETC. ARE APPROXIMATE. CONTRACTOR TO VERIFY, COUNT, AND LOCATE PER TI DRAWIN65. TI CONTRACTOR 15 RE5PON5IBLE TO GOUNT, AND LOGATE WITH CONTRACTOR. GOORDINATE 1NITH TI GONTRACTOR. E. 5LOPE ALL HARD56APE i 5OFT56APE MATERIAL AWAY FROM BUILDING - TYP. Fil THRE5HOL05: TO HARD 5URFAGE. (DETAIL 6/AD.I) F21 CONDUIT, ROUGH PLUMBING AND ANY UNDER SLAB WORK FOR TI TO BE COORDINATED BY TI GONTRAGTOR. THE CONTRACTOR (5HELL (5C) TO COORDINATE WITH TI CONTRACTOR. 3" VIA GONCRETE FILLED 5TEEL PIPE EMBEDDED INTO CONCRETE FOOTING. (DETAIL b/AD.2) F4] VERIFY IN5TALLA710N NV STOREFRONT MANUFACTURER. oz a, ca m= 0. gym Wow z 0 0 f-- 00 0 0 co a 'L 0 0 L 0 ® J n c 0 0 m ■ �T0o -v c0v oml O •~ �� c 0 V1 Ap U 7 %j {ii C (D 0 VJ 'd .w cc .0 0 Ucl O �0Lu J v x Q) 0- 0 0 rn 0 v U w • CC L 00 E a i n Q IN0 Q a CC ~ ■� m c L 0 �u 0 Q 0 0� O cm)v N M N9 � V � m .. rt- r0 t1> ~ C � a u') v o Lo U E A .LL um �o Q JOB NO. 53050 PROJ. MGR. A. HOOP5 DRAWN BY CHECK® BY M. KINER COMMERICAL -1 SHEET TITLE SWEET SLA13 PERIMETER LAYOUT Al t;(3 I-nif MINIMUM REQUIREMENTS A5 INDICATED ON PLANS. ALL INTERIOR HALL FINISHES AND CEILING TO BE A MINIMUM 5/5" TYPE 'X' GYP Br?. T.I. WORK TO BE REV ENED FOR CONFORMANCE TO CHAPTER a OF THE GBG PRIOR TO 155VE OF T.I. PERMIT. rAl SCALE: 1/4"=I'-O" XFLR1 6LA55 AND GLAZING SHALL BE IN ACCORDANCE WITH GBG CHAPTER 24. 5EE 6ENERAL NOTES 5EGTION 08800. ALL HINDOV6 AND DOORS WITH 6LAZIN6 5HALL COMPLY. TYPE AND THICKNESS OF EACH LIGHT OF 6LAZINC7 IN THESE DRAWINGS 5HALL BE IN COMPLIANCE WITH GBG 5EGTION 2403,2404, AND 2406. G3 MAIN FLOOR NOTES [NOTE —FLOOR] (10-28-02) A. REFER TO GENERAL NOTE SHEETS FOR PLAN 6ENERAL NOTES. B. REFER TO 'EN' SHEETS FOR CERTIFICATE OF GOMPLIAN6E AND INSULATION VALUES. C. ALL DIAGONAL HALLS TO BE 45 DEGREES UNLE55 NOTED OTHERWISE. PLAN KEY NOTES STORE FRONT 5Y5TEM. 4" KANINEER H/ MILL ALUM. FINISH. V4 x L x H. VERIFY BEFORE INSTALLATION. TEMPERED 6LA55: -CLEAR ANODIZED. -ALUM. W THERMAL BREAK. r-2] STORE FRONT 5Y5rEM. HEAD WAD.I. JAMB 8/AP.I. Al A STORE FRONT SYSTEM H/ 3010 DOOR. 65' TEMPERED GLASS. F4-] PA55 THRU SYSTEM READY ACCE55 MODEL. 131 BI-PARTING V41NDOV4 53-1/2 W x 43-3/4 IAV TRANSOM WINDOW ABOVE. 0 fl- r- co CD C> C> cr. F-51 EXTERIOR RATED 5PqITGH GEAR. 0 5EE ELECTRICAL DRANIN65. 0 m j, ri 0 Lo M 0 o"I CBC HANDICAPPED 0 �� ACCESSIBILITY( -53 [O� NOTE-handlocce55chapterlIB (04-14-03) cv) r Its - q. 4 ALL BUILDIN6 ENTRANCES THAT ARE AGCE551BLE TO AND USABLE ■ BY PHY51GALLY DISABLED PERSONS SHALL BE IDENTIFIED WITH AT cn LEAST ONE STANDARD 516N P15PLAYINC7THE INTERNATIONAL Cn (D SYMBOL OF ACCE551131LITY AND WITH ADDITIONAL DIRECTIONAL L. rll--_ 7 516N5, A5 REQUIRED TO BE V151BLE TO PERSONS ALONG 4-0 0 V APPROACHING PEDESTRIAN WAYS. 0 r 4-11 THE FLOO■ R OR LANDINC7 SHALL NOT BE MORE THAN 1/2 INCH lm 0 cec (12.1 mm) LOWER THAN THE THRESHOLD OF THE DOORWAY. +j CHANGE IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN (1) ONE UNIT VERTICAL o 0 TO (2) THO UNITS HORIZONTAL. 0 (6BG 1003.3.1.6 / CE36 113362.4.1) Lu x T. 4— 0 WHEN CARPET 15 USED ON FLOOR SURFACES, IT SHALL HAVE A 1/2 ©�"'0 0- MAX. PILE THICKNE55 AND BE SECURELY ATTACHED TO A FIRM ■ PAD, CUSHION OR BACKING WHEN PROVIDED. 0 (GBG 11246.3) EXTERIOR LEVEL LANDING MAY SLOPE UP TO 1/4" PER FOOT IN ANY 0 < DIRECTION FOR SURFACE DRAINAGE, 2% SLOPE. ■ (GBG 1003.3.1.6) 0 THE BOTTOM 10 INCHES (254mm) OF ALL DOORS EXCEPT AUTOMATIC cc csc E AND SLIDINGSHALL HAVE A SMOOTH, UNINTERRUPTED5URFAGE TO 0 0 ALLOW THE 000p, To BE OPENED BY A HHEELGHAIR FOOTREST +j WITHOUT GREATIN67A TRAP OR HAZARDOUS CONDITION. cn (GBG 113313.2h) DOOR HARDWARE SHALL BE OF THE LEVER OR PUSH TYPE, MOUNTED r c v 1-- 30" TO 44" ABOVE THE FLOOR AND BE OPERABLE WITH A MAXIMUM EFFORT OF 8.5 L65 FOR EXTERIOR DOORS AND 5 LB5 FOR INTERIORS. (CBG 11336.2.5) an 4) ON DOORWAYS LEADING TO SANITARY FACILITIES, THE SYMBOLS TO L0 BE PROVIDED ARE 12" EQUILATERAL TRIANGLE FOR MEN, OR 1211 d) r DIAMETER CIRCLE FOR WOMEN, 1/4" THICK CENTERED ON DOOR 60" ABOVE FLOOR, GONTRA5TIN6 COLOR WITH DOOR. +j ■ (65C 111513.5) � E ALL CABINETS, COUNTERS, DRINKING FOUNTAINS STORAGE 5HELVIN6, E 0 OPERABLE MECHANISM OF ELECTRICAL, COMMUNICATIONS AND Q0 MECHANICAL DEVICES MUST BE ADA COMPLIANCE. < REFER TO GBG SHEETS. C> 010 co C)i " 00 C24 BELOY4 REFERS TO BATHS UNDER T.I. PERMIT PROCE55: m 5TAINLE55 STEEL GRAB BARS AT HATER CLOSETS. ONE AT SIDE 0 0 42" LONG EXTENDING 24" IN FRONT OF HATER GLO5ET; ONE AT < REAR OF HATER GL05ET 3611 LONC7, BOTH MOUNTED 33" ABOVE W) 0 0 0 Lo r- FLOOR. BARS SHALL BE 1-1/4" -1/2" IN DIAMETER WITH 1-1/2" MIN. Lo C-> 0- CLEARANCE TO HALL. MOUNTIN6 SUPPORTS SHALL BE ABLE TO WITHSTAND 250 L135. POINT LOAD IN BENDING, SHEAR AND TORSION. WALL MOUNTED PUBLIC PHONE. URINAL: ELONGATED RIM AT MAXIMUM OF +11" ABOVE FINISHED FLOOR WITH RIM PROJEGTINC-; 14" MIN. FROM THE WALL. FLUSH HAND ui OPERATED CONTROL TO BE LOCATED A MAXIMUM OF 44" ABOVE FINISHED FLOOR. UJ A LAVORATORIE5: 2q" FLOOR TO BOTTOM CLEARANCE, MINIMUM two- � CLEARANCE BELOW OF 30" HIDE BY 11" DEEP. um c 0- HATER GL05ET: HEIGHT TO SEAT MINIMUM 11" AND MAXIMUM I'-lIj U. ABOVE FIN15H FLOOR. FLUSH CONTROL SHALL BE OPERABLE BY AN -7 FORCE OF 3 Q 05GILLATIN6 HANDLE WITH A MAXIMUM OPERATING POUNDS. HANDLE SHALL BE MOUNTED ON THE HIDE SIDE OF TOILET AREAS. ::nq PAPER TOWEL DISPENSER AND RECEPTACLE. LOCATE WITHIN 40 INCHES FROM THE FINISHED FLOOR. I ) TWO- ROLL TOIILET PER HOLDER RECESSED INTO HALL WITHIN 1211 FRONTE.FoikE OF ILET. TOILET SEAT GOVER 1)15PEN5ER AT +44" TO JREGl%SEj5ANr%RylNAPKIN DISPOSAL, HEIGHT AT +50" TO TOP. A. -..0 ACE 97f;u-E MOUNTED? 4AINLE55 STEEL SOAP DISPENSER AT +40". JOB NO. 53050 P J. ROJ. MGR. A. HOOPS BY -- By CHECKED M. KINER CEBY M I COMMERICAL - 1 SHEET TITLE SHEET FLOOR PLAN A2 WINVAR ROOF NOTES (00TE—ROOF) A. REFER TO GENERAL NOTE 5HEET5 FOR PLAN GENERAL NOTE5. T.P. = TOP PLATE 5EE 5ECTION5 PLAN KEY NOTE5 Fil MAIN ROOF. 5LOPE: MIN. 1/4" PER 1'-0". MAX. 2:12. MATERIAL: 4 PLY BUILT UP 5Y5TEM W 10 YEAR 6VARANTY. ::-FABRIGATEP n2 GANOPWAANINC7. OVE BOTTOM 5LOPE: 2" PER 1'-0". 41 POINT OF MATERIAL: CANVA5. I P15CHAR6E TO a la"Xla" GLERE5TORY V41WON5 AND SHALL NOT BE C,UPPER DOWNSPOUT R4 -30" MIN. H16H PARAPET. 06. AT I HOUR WALL TO PROPERTY LINE. 5EE AR6HITEOTURAL 51TE PLAN, 5HEET 661.1. a 0 0 r-- rl- co C> C> C> W o r E31 R .20 a-Q 9 tx KH JOB NO. 53050 PROJ. MGR. A. H00% DRAW BY -- CHECKED BY M. KIWR COMMERICAL - 1 SHEET IRE SHEET ROOF RM A3 0" NORTH - 17th STREET Left Elevation SCALE: 1/4"=I'-O" WEST -ENTRY 4 TU5T,IN AVE STREET Front Elevation EXTERIOR ELEVATION NOTES [NOTE-EXTELEVI (10-2a-02) A. REFER TO GENERAL NOTE SHEETS FOR TYPICAL REQUIREMENTS AND SPECIFIC DESCRIPTION OF MATERIALS. B. EXTERIOR NALL5: -5MGO PER GENERAL NOTE-5, CORRO51ON RESISTANT NEEP 5GREEP AT BASE. G. EXTERIOR 5OF1=IT5: -5MCO PER GENERAL NOTE5 D. ROOFING: -SLOPE: MIN. 1/4" PER 1'-0". MAX. 2:12. MATERIAL: 4 PLY BUILT UP SYSTEM H/ 10 YEAR GUARANTY. E. DOOR AND HINVON: -STORE FRONT 5Y5TEM. INSTALL PER MANUFACTURER'S REQUIREMENTS ELEVATION KEY NOTE-5 ca < I? Mm w CL yN ,c ui 0 < 5 A Fil V4AIN5GOT TILE. CORONADO IDAHO VRYSTAGK (qOq) 551-WC15. COLOR TBV. F2] 516NA6E BY TI. F31 5TU000 FIN15H WITH COLOR PER DEVELOPER. F41 5TUGGO SHELF / LOH HALL / PARAPET: 5TUGGO OVER ELA5TOMERIG PLASHING. 5EE DETAIL I-VA0.1 [5] SLOPING SURFACE: 5MCO OVER ELA5TOMERIG FLASHING. 5EE DETAIL 4/AD.2 Pol VONN5POUT AND COLLECTOR A5 5ELEGTED BY DEVELOPER. SUBMIT SHOP PRAV41NC-75 TO ARGHITEGT FOR APPROVAL PRIOR TO IN5TALLATION, REFER TO SCUPPER DETAIL Iq/AV.I t1r) W) P-1 q q q) C-� r-- t-C> 00 o C> L— Q> (D O Q a w 0 .0 Q (1> Ix c 0 0 m 0 C� LO -o c\1 0 0 0 ac 00 c/3 (D ice' ■ r!� +�+ c c I= .0 0) r- +j 00 0 a (1) x U-1 7-1 4) E 4- 0 Q) 0 0- 0 0 cr -c ■ CC L E 0 O CL -- s c E 0 4) 0_ N c �. 0 r E E 0 c < 0 mu C> C) C> 7 m C> Q> CO C-4 000 to.4 (co n (7) d., 3 M a%-- W P- 0 0 r 4.0 < 0 tou") 0CL= C.> u uj c)w� JOB NO. 53050 PROD. MGR. A. HOOPS DRAW BY -- CHECKED BY M. KINER COMMERICAL - 1 SHEET TIME SHEET EXTERIOR REVATM A4 [NOTE-EXTELEV] (10-28-02) A. REFER TO GENERAL NOTE 5HEET5 FOR TYPICAL REGUIREMENT5 AND 5PECIFIC, DESCRIPTION OF MATERIAL5. B. EXTERIOR NALL5: -5MGO PER GENERAL NOTES, GORRO51ON RE56TANT WEEP 5GREED AT BA5E. G. EXTERIOR SOFFIT5: -5MGO PER GENERAL NOTE5 P. ROOFING: -5LOPE: MIN. 1/4" PER 1'-0". MAX. 2:12. MATERIAL. 4 PLY BUILT UP 5Y5TEM N/ 10 YEAR GUARANTY. E. POOR AND WINDOW: -5TORE FRONT 5Y5TEM. IN5TALL PER MANUFACTURER'S REOUIREMENT5 ELEVATION KEY NOTE-5 NAIN5GOT TILE. CORONADO IDAHO DRY5TACK (qOq) 351-52615 COLOR TBP. n2 516NA6E BY TI. F31 51U060 FINISH WITH DOLOR PER DEVELOPER. a5TZGO SHELF / LOW HALL / PARAPET: 5MGO OVER ELA5TOMERIG FLA51-11146.5ff DETAIL Il/AD.I a SLOPING SURFACE: STUCCO OVER ELA5TOMERIC FLASHING. 51EE DETAIL 4/AP.2 Fol DOWNSPOUT AND COLLECTOR A5 SELECTED BY DEVELOPER. 5ffiMIT 5HOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO IN5TALLATION, REFER TO SCUPPER DETAIL 19/AP.l SOUTH Right Elevation SCALE: 1/4"=I'-O" GURVED HALL 5EE PLAN 11411=11 pi I r- t" 001 0 0 C> -Ile 1 3 5: cr- JOB NO. 513050 PROJ. MGR. A. HOOPS DRAWN BY CHECKED BY M. KINER COMMERICAL - 1 SHEET TITLE SHEET EXTERIOR ELEvATION5 A4r1 s r AWNING $ LI(5HT POLE IN FRONT OF BUILDING 5EE FLOOR PLAN AND DETAIL5 S 1j ® t ONE 5EE FOR Bumildini SCALE: I/4"=1'-O" Section 2 AND PARAPET. �.. �. A 56ALE: 1/4"= I'-O" {t� t SECTION NOTES NOTE_SEGTIONS 6-20-03 R. BUILDING SECTIONS SHOWN HERE DEPICT VOLUMN SPACES WITHIN THE STRUCTURE. REFER TO STRUCTURAL DRAWIN65, DETAILS, AND CALCULATIONS BY OTHERS FOR ALL STRUGNRAL INFORMATION. CONCRETE 5LA55 / GURB5: 0 5EE PERIMETER DIMEN51ONAL PLAN. REFER TO STRUCTURAL DRAWIN65. IN5ULATION: REFER TO T-24 REPORT5 WITH -IN TH15 5ET BY OTHER5. BID OPTIONS 2.1 EXTERIOR WALL5: R-11 BATT5 2.2 ROOF: R-IQ BATT5 BID OPTION5: (1) BATT (2) RID61D MAIN ROOF. 5LOPE: MIN. 1/4" PER 1'-0". MAX. 2.12. MATERIAL: 4 PLY BUILT UP 5Y5TEM IN/ 10 YEAR GUARANTY. 13 o C> c 4 M cli th P - UU O C7 C> v L 0 s Q 80 3f cv m 0 W 0 m 0 0 c -0 N0 1 0 a ...,. Cy3 C/3 C/:) 0 mc �- �� D■■ �0 N C)00 i O �O Iu V) N x O a ■ 0 rn 0 T U L U ■ ■�00 0 c E L 4 v o n i CC v o- r E ■ C i� ° r C) < 0 c o� Q C) (n N O� U-) M LY.1 d- .0 d v Di 0 tf� U CAL UJ 43) um 1~ um JOB NO. 53050 PROD. MGR. A. H00#'S DRAWN BY -- CHECKED BY M. KINER CQMMERICAL-1 SFtEET TITLE SHEET BUIL?IW 5EGTI( A5 NOTES: 5EGTION 1402.2 UNIFORM BUILDING GODE GALLS FOR FLASHING OF ALL EXTERIOR OPENINGS EXPOSED BUILT-UP ROOFING TO WEATHER TO MAKE THEM WEATHERPROOF. TH15 15 OUR INSTALL PER MANUFACTURER. RECOMMENDED PROGEDURE FOPP, WINDON FLA5HIN6 ELA5TOMERIG FLA5HIN6, IN WOOD F1�ZAMED EXTERIOR WALLS WHERE THE EXTERIOR 6" MIN LAP DOWN WALL FACE WALL FIN15H IS APPL 1 ED OVER BU I LD I N& PAPER OR FELT. USE PER GENERAL NOTES "MO15TOP" FLASHING OR EQUAL WHENEVER P055113LE FOR FLASHING MATERIAL. GAULK BAGK OF WINDOW FRAMES ZX FRAMING, RIPPED BEFORE SETTING. USE WINDOWS THAT ARE WATERTIGHT. TO SLOPE TO INSIDE GORR05ION RESISTANT METAL LINE -WIRE, WHEN USE A5 BAGKIN6 TO SUPPORT BUILDING PAPER FLASHING GAP N/ DRIP. BENEATH MIRE LATH FOR STUGGO, SHOULD BE INSTALLED AGGORDING NO PENETRATIONS IN TO INDUSTRY STANDARDS AND PRAGTIGE. NO ATTAGHMENT DEVIGE NOR TOPSIDE OF FLASHING GAP THE WIRE: BACKING SHOULD GOVER OR PENETRATE FLA5HIN6 MATERIAL. PERIPHERAL FLASHING AT ALL ED6E5 OF WALL OPENING MUST 2X3 RES TRIM KEYED FOR STUCCO 0/ COVER THE WIRE 13AGK1N&, El A5TOMERIG FLASHING 0/ BUILDING PAPER r I. ADER OU6HED-IN PENING i NDOW ROUGH ILL ILL STRIP MIN& ATTAGH SILL STRIP OF FLASHING MATERIAL AT LEAST 12" WIDE WITH THE TOP EDGE AL16NED WITH THE TOP EDGE OF THE ROUGH SILL. EXTEND TH15 SILL STRIP AT LEAST 14" BEYOND THE EDGE OF THE ROUGH OPENING FOR WINDOW, 2" BEYOND THE JAMB STRIP. ATTAGH FLASHING WITH GORR05ION RE515TANT NAILS OR RU5T-RE515TANT 5TAPLE5. HE cis HEADER JAMB STRIP Am AFTER SILL STRIP 15 IN PLAGE, ATTAGH JAMB STRIP AT LEAST 12" WIDE WITH IN51DE EDGE OF FLASHING ALIGNED WITH EDGE OF WINDOW OPENIN&. START JAMB STRIPS 2" BELOW THE SILL STRIP AND EXTEND JAMB 5TRIP5 12" ABOVE THE LOWER EDGE OF THE HEADER, TOP OF WINDOW OPENING. 3. HEAD STRIP EDGE OF WINDOW FLANGE APPLY A GONTINUOU5 BEAD OF SEALANT TO THE BACK 5URFAGE OF THE WINDOW FLANGE. INSTALL WINDOW INTO ROUGH OPENING OVER SILL AND JAMB FLA5HIN6 5TRIP5 PER MANUFACTURER'5 REQUIREMENTS. APPLY CONTINUOUS BEAD OF SEALANT TO THE FACE OF THE WINDOWS TOP FLANGE. ATTAGH THE HEAD FLASHING OVER THE WINDOW FLANGE. TH15 15 ANOTHER STRIP 12" WIDE WITH A 2" MINIMUM LAP BEYOND THE JAMB STRIPS. J fv I (� GUT AWAY I_ --__.__._ — J EXGE55 STARTING AT THE BOTTOM OF THE WALL (SOLE PLATE), LAY BUILDING PAPER UNDER THE SILL STRIP. GUT AWAY ANY EX6E55 BUILDING PAPER THAT MAY EXTEND ABOVE THE SILL FLANGE ON EACH 51DE OF THE OPENING. APPLY 5UGGE551VE LINES OF BUILDING PAPER OVER JAMB AND HEAD FLAN6E5 , LAPPIN6 EACH GOURSE. PAPER SHOULD RUN GONTINUOU5LY OVER HEAD WITH NO SPLICES ABOVE WINDOW. 20 WINDOW FLA5HIN6 NTS STUCCO KITH CORROSION RE515TANT METAL LATH BUILDING PAPER 2X FRAMING ONE PIECE GORR05ION RE515TANT METAL 5TUG60 5GREED/BA5E FLA5HIN6 H/ NO HEEP HOLES PLYVyQOD SHEATHING PLYWOOD CRICKET O/ 50LID BACKING TO DIRECT HATER TO DECK SCUPPER/DRAIN (5EE PLAN FOR LOCATIONS) — SNGCA WITH CORROSION RE515TANT METAL LATH BUILDING PAPER SEE STRUCTURAL DRAWINGS FOR FRAMING INFO TION 1-, PARAPET 150METRIG C GORRO5ION RE515TANT 1 SCUPPER 5TUGGO 5TC COLLAR FLU DRIP EDGE GOLLAR FLU VERIFY SCUPPER 51ZE AS REQUIRED FOR OVERFLOW PER UBG SEC 1506.3 SOLDIER ALL JOINTS 2X FRAMING 5TUGGO HITH CORRO5ION RE515TANT METAL LATH BUILDING PAPER - 5L HEADER. SEE FRAMING PLANS BUILDING PAPER O/ FLA5HIN6 MATERIAL 0/ NAILING FLANGE - SEALANT BETWEEN z FLASHING MATERIAL AND a NAILING FLANGE — v HINDOH FRAME H/ CONTINUOUS 14 SEALANT BEHIND FLANGE INTERIOR FIN15H -- 20 �u REFER TO DETAI FOR FLASHING AND BUILDING PAPER INSTALLATI REOUIREMENT5. t"1 HINDONmJ1 4" MIN 3 GOAT STUCCO W/ BUILT-UP ROOFING 5GALE: 1--1/2"=1'-O" BSs � DONz BUILT-UP ROOFING INSTALL PER MANUFACTURER. 2X FRAMING, SEE FLOOR PLAN 5TUGGO WITH CORROSION RESISTANT METAL LATH BUILDING PAPER O/ COLLAR FLASHING 5TUGGO STOP 3 GOAT STUCCO NO TRIM 15s8 p �wIN_Ix�nl 2X FRAMING STUCCO WITH CORROSION RE515TANT METAL LATH BUILDING PAPER BUILDING PAPER 0/ NAILING FLANGE Ol FLASHING MATERIAL SEALANT BETVEEN � FLASHING MATERIAL AND NAILING FLANGE WINDOW FRAME Wf CONTINUOUS SEALANT BEHIND FLANGE Sol I INTERIOR FINISH - 20 REFER TO DETAI FOR FLASHING AND BUILDING PAPER INSTALLATIO REQUIREMENTS. �PqNDOW JAM S 3 GOAT 5TUCCO NO TRIM „ B58 p FwIN_IX-02 INTERIOR FINISH-- HINDON FRAME H/ CONTINUOUS SEALANT BEHI. `_.... _ SEALANT BETY FLA514IN6 MAI NAILING FLAW ? NAILING FLAN( FLASHING MA' BUILDING PAP 1?OHN5POUT AND { j COLLECTOR. STUCCO SEE EXT ELEV STOP I I I ( SL 6"xb" GORROSION RESISTANT METAL 5GUPPER. SET IN MASTIC. ( EXTENDED. OF SGUPPE COLLAR FLASHING 0/ 4" je (b If BUILDING PAPER PLYHOOD SHEATHING STUCCO HITH GORRO5ION RESISTANT METAL LATH BUILDING PAPER SEE STRUCTURAL 1 DRAHIN65 FOR FRAMING INFO TION D GK 5ru'I1FP 0NN5P0lJT 3 GOAT STUCCO WI BUILT-UP ROOFING SCALE: I-I/2 I O B5B Q DOW 51U000 WITH RESISTANT ME BUILDING PAP 2X FRAMING REFER TO DE7AI FOR FLASHING AND BUILDING PAPER INSTALLATI REQl11REMENTS. �1� YINi�OW �51LL 3 GOAT 5TUGG0 NO TRIM 555 Q FwIN_W-03 SCALE: 3"= I'-O" SCALE: 3"=1'-0" 5GALE: 3"= I "--O" BUILT-UP ROOFING INSTALL PER MANUFACTURER. ROOF SHEATHING ROOF CEMENT/SEALANT CORROSION RE515TANT METAL EDGE FLASHING KV DRIP-- CORRO51ON RESISTANT GUTTER, _ 5L PER GENERAL NOTES ROOFING UNDERLAYMENT, 2" MIN LAP � 1 2X6 RE5 FASCIA 2X4 FRAMING SEE STRUCTURAL DRAHIN65 STUCCO WITH CORROSION RESISTANT METAL LATH BUILDING PAPER 2X FRAMING SEE 5TRUGTURAL PRAININC75 BUILT-UP ROOFING H/ 3 GOAT 5TUGGO B5B p 53050_05 FIN15H MATERIAL GONG. SLAB DOOR FRAME SET INSIDE SILL GORRO5ION RE515TANT THRESHOLD VERIFY MANUF. FOR PROFILES 2:1 SLOPE MAX CANGRE'fE PLATWORK \ /8":FT SLOPE MAX NOTE: yL PROVIDE BITUMINOUS COATING ON r_ THRESHOLD FOR SEPARATION OF ALUMINUM AND CONCRETE OR OTHER APPROVED MEASURE TO ISOLATE/ PROTECT PER UBG 2004.3 PRE -MOULDED EXPANSION JOINT rk""*�DOOR TH�RE5HOL�0 H. G. AGGE551BLE . B5B CJ 53050_o5 1/S" DRIP EXTERIOR FIN15H 4 2" AT WINDOW HEAD 6LAZ1N6 5EE GENERAL NOTES HEAD HT ® HINDONS: SEE ELEVATIONS r-m7 SAD 3 GOAT 5TUGC0 555 © 53050_23 EXTERIOR FIN15H 5GALE: 1-1/2"= I'-0" SCALE: 3"= I'-O" FRAMING SEE 5TRUGTURAL INTERIOR FIN15H SPACER PROVIDE SEALANT AT PERIMETER OF STOREFRONT UNIT TYP. LINE OF NALL BEYOND KANNEER ALUM. STOREFRONT SYSTEM OR EQUAL 5GALE: I-1/2"=1'-0" I" AT CLERESTORY SEE SECTION CORNER BEAD FRAMING SEE STRUCTURAL INTERIOR FINISH BUILT-UP ROOFING _ -_ NO PENETRATIONS TO THE PAN FLASHING STUCCO H/ CORRO51ON RE515TANT METAL LATH BUILDING PAPER 2X BLOCKING OR EXT GRADE PLYHOOD GONTINUOU5 IX BACKING CORROSION RE515TANT METAL Z-BAR FLASHING H/ SEALANT GORR05ION RE515TANT METAL PAN FLASHING BUILT-UP ROOFING INSTALL PER MANUFACTURER. --� ROOF SHEATHING 1 30# ROOFING 8" U.N.O. UNDERLAYMENT PER BY ROOF MAI10 �JF. ROOFING MFR'S RECOMMENDATIONS ROO.FTO.NALL SLASHING BUILT-UP ROOFING H/ "Z' BAR FLASHING 50ALE: 1-1/2"=I'-O" B5B Q DONI 0 o a 17 0 0 0 0 o L0 0 v o +j c ��� ..... � o t� x VJ v M � Cn (D r, cn(D 0 4-0 v! .0 T - co� U ■ r� c c- wNrre •0 T ao v O LL.1 0 a) X Lu � •U avi 0 p r 0 a ►o �■i .c U s .° o 0 r� ■ ®00 CC ■ o U 0 n ■ 0 a v CC~ ■ ■■�■ ir■. 4) r C 5 0 +j w a L Lu 0 �1 `z 0 0 ("o Goo N M �U-) M -�r � !d m 0 coo r^ .,.. c Lo�CL IWO JOB NO. 53050 PROJ. MGR. A. HOOP5 DRAWN BY -- CHECKED BY SHEET TITLE SHEET MAILS ADA 3X3 TREL bx(o BEAT (OX6 5TEE INI-4 5EE STRUCTURE DRAWING FOR INFORMATION. HARDWARE AND OPERATIONAL PRE55URE TO GONFORM TO REGULATIONS OF APPLICABLE JUR15DIGTION. 5AFETY LATCH AND LOGK5 TO PREVENT DOORS FROM SWINGING FREELY. 5TEEL TRELL5 VERIFY N/ 5TRUGTURAL PR b X b X I(b 5PLIT FACE GMT VERIFY N/ 5TRUGTURAL DR, SIDE ELEVATION II -oil . ROOF PLAN 5LOPE 5EE GIVIL PRAV41NC-75 11 viiv1 inn BUMPER Vl_ ROUNDED il Em TRASH ENCLOSURE CMU WALLS —STEEL DOORS & LATICE COVER SCALE: 1/4"=V-0" BSB @ 5305014 2x FRAMING 5TU600 KITH CORROSION RE515TANT METAL LATH BUILDING PAPER ELA5TOMERIG FLA;5HIN(5 PER GENERAL NOTE5 ---------- GORRO510N RE515TANT METAL EXPAN51ON 5GREED, "RE6LET" I" HORIZONTAL / 3/6" VERTICAL ------- PER MANUFAGTURER REOUIREMENT5 ----------- 2X BLOCKING PER MANUFA61MR REOUIREMENT5 EXPAN51ON JOINT, 3 COAT STUGGO 55B @ DON6 ON -1 1(Z5 -— CN Lu < 55B @ 53050-11 2X FRAMING 5TUC,60 KITH GORRO51ON RE515TANT METAL LATH BUILDING PAPER 01 FLA5HIN6 MATERIAL 0/ G.R. METAL FLA5H]N67 COLLAR 5EALANT U- 2 GONDUIT, PIPE, DUCT, ETC. EXTERIOR PENETRATION NOTE: EXTEND OVERFLON PIPE5 I" BEYOND COLLAR MIN. 5EALANT 5EALANT BETWEEN FLA5HINC7 MATERIAL AND G.R. METAL FLA5HIN6 COLLAR G.R. METAL FLA5HINC7 GOLLAR 0/ FLA5HIN& MATERIAL 0/ BUILDING PAPER EXTERIOR PEEMTRATI f3sa (9) INT—m-cib.om 2x FRAMING 5TUCC0 KITH 0ORRO5ION RE515TANT METAL LATH BUILDING PAPER ELA5TOMERIG FLA5HIN67 PER GENERAL NOTE5 ji CORRO51ON RE515TANT METAL > EXPAN51ON 5GREED PER MANUFACTURER REOUIREMENT5 2X BLOCKING PER MANUFAGTURER REOUIREMENT5 5 GOAT STUGGO a5B @ so-REEcux-o2 5GALE: 3"=V-0" 5TD.5TEEL PIPE N/ GONG. 13 5TRUGTURAL XY 12 X 12" DEEP GONG. PAD FOOTING 5GALE: 1*-1/2"=I'-O" 5GALE: 3"=I'-O" 5GALE. 5"=I'-O" 2X FRAMING, 5EE FLOOR PLAN 5TUGG0 WITH GORRO510N RE515TANT METAL LATH - BUILDING PAPER ELA5TOMERIG FLA5HIN6, LAP PER GENERAL NOTE5. PROVIDE 50LID BACKING AT 51DE5 TO AGGEPT RETURN OF ELA5TOMERIG FLA5HIN6 5TUG00 V41TH CC t1tMN*CvPAPER 3 GOAT 135B @ v, 2x FRAMING 5TUGG0 WITH GORRO51ON RE515TANT METAL LATH BUILDING PAPER 0/ G.R. METAL BASE 5GREED PRE55URE TREATED 5ILL PLATE CORRO51ON RE515TANT METAL BA5E 5GREED WITH WEEP HOLE5 PER CODE REOUIREMENT5 BR05H GOAT 5TUG60 FIN15H BELOW 5GREED HARE) 5URFACE A5 OGOUR5 — — — — — — — FIN15H GRADE 5L VEEP 5Gr*,rt:D 3 GOAT STUGGO - NO TRIM 55B @ sopr:mux-oi 2x FRAMING STUGGO WITH GORRO5I0N RE515TANT METAL LATH BUILDING PAPER 0/ GORRO51ON RE515TANT METAL FLA5HIN6 0/ G.R. METAL BA5E 5GREED 2X BACKING PRE55URE TREATED SILL PLATE GORRO5I0N RE515TANT METAL BASE 5GREED WITH KEEP HOLE5 PER GOVE REOUIREMENT5 GONGRETE WALK 5L FLEXIBLE 5EALANT "PROTECTO YqRAP" PROTECTO 5EAL 45 CORRO51ON RE515TANT METAL FLA5HIN(5 EXTEND UP BEHIND BA5E 5GREED 5GALE: 3"=I'-O" VEEP SGREED AT PATIO/PORGH 3 COAT 5TUGGO - NO TRIM E355 @ 50-REED—IX-04 VERIFY ALL 505TRATE REOUIREMENT5 FOR TILE PR0DXT5 WITH MANUFACTURER PRIOR TO INSTALLATION ANN 2x FRAMING STUGGO WITH GORRO51ON RE515TANT METAL LATH NAIN5GOT TILE GORONADO IDAHO DRY5TAC X 5GALE: 3"=I'-O" 0 0 C> 0 0 C> O 51-m N 0 0 a) a 1-0 0 cm (D1 0 C) (D 4-d > 0 0) co uu 0 cy) 7) 14, a L(D 0 . 4_j o .G!� '_ tj j 4-0 Q) 0 .c C '-_oo Q c 0 Q) ...� r +j 0 0 0 cv) x 0 F_ 0 a- 0 0 cr a 0 E CC Lo Q cf) IN r m c E C 0 Q) 4) c) 0 C E Lu 0 c> (C-84 oco> (7) C14 ) I M c too icz 4-0 d') 0 Lr) ca a- PIZ umO 0 �a JOB NO. 53050 PROD. MGR. A. HOOPS DRAWN BY -- CHECKED BY SHEET TITLE SHEET MAIL5 ADr2 [ftbdiT"TATiI xxxxxx B5B () 55050_50 JFICIA1 F11INV 5TOREFRONT PlEvR Yql TILE'' 50ALE: 1-1/2"= I'-O" xxxxxx 5GALE• I -I/ „_!'- „ CO 55B © 53050-2a CAP ENDS, TYP 1 /4 X 2 1 /2 PL FINS W/ 1 /4 X 9" DIA PL DISKS TOP & BOTTOM �+ ~ LIGHT FIXTURE (REMOVABLE FOR LAMP REPLACEMENT) ! CONNECT AWNING � FRAME TO i IPLATES TYP. OF 3 LOCATIONS PER STRUCTURAL 00 WAL �. WALL P LAN VERIFY 2" DIA. METAL FRAME W/ CANVAS AWNING STOREFRONT AWNINGS xxxxxx :SCENT UPLIGHT RECESSED DOWNLIGHTS BY T.I. -__ 50ALE: NT5 SEE STRUCTURAL DRAWINGS xxxxxx 555 © 55050_2-7 8, _ 8" BAR v 2 78 "dia VERTICAL STEEL POLE �� 2" DIA PIPE W/ / LAMP PER MANUFACT. �� 1 /4 GUSSET PL 2"x2" STEEL CROSS BAR SEE ELECT. DRAWINGS ACGE5516LE PARKING 51GNA6E LA 5EE ARCHITECTURAL 51TE PLAN f 0 0 0 0 0 0 11 _0" CLEARANCE o I _ ' LIGHT -POLE CAP / N 5'-0" 2'-0" 1 , CANVAS AWNING PER PLANS 8" DIA PAINTED LPRE-SPACED VINYL LETTERING STEEL COL B.O. PLATE © +10'-0" APPLIED ON SITE AS NEEDED, V.I.F. �_ BY T.I. ¢ 18" 2" DIA PAINTED STEEL PIPE Lij `� ��'`� 2" DIA PIPE W/ ,-- ALUMINUM C� 1 /4 " GUSSET PL PER MFR Q 8" DIA PAINTED ry �- STEEL COL tJ ED --(D— '0' a 4 d d C:'oCc'oCp'0; PoC�'oC�'oC�'oC�'oCY'oCPoCPoC O o 0 o O o O o d o O o O o O o O o O o p o �- 100`000 000 000 00o 000 000 000 00o 000 000 tloo d O 00 00 Oo O 00 00 00 Op Oo OO 00 ELECT. ACCESS 'oC '0000(y,00"O'cC�' . ^ N PLATE �O o 00 0 Oo 0 00 0 00 0 00 0 tlo o tlo o tlo o tlo o 0001,000 o o tl oC'oC�'o0� i 011618, 0 0 i�a po Oo Oo po Oo Oo O o Oo Oo Oo O d' OOO OOoOC 000000000i I I -- N ► I III - °�°°°`°�' o00000o0 CONDUIT TO �I I ° ` oo pc rpl 1 /4 X 4" GUSSET PL HOUSE PANEL 0 TAPERED PER DETAILS I + '�', 01 I11-- 2" DIA HOLES TYP. oC�o7p�poao10000f a�JoCo�oC OoOo Oo Ooo o Ooa O,O OCOPO FINISHED GRADE AT STEEL a C �! i DRIVE THRU LANE END CAP 4 I a SEE, STRUCTURAL (� SECTION S SHEETS. FOR REFERANCE ONLY ALL SIGNAGE BY TI , GLEARANGEL16H70LE GAS' L16MPOLE 1 50ALE: I/2 - I --O xxxxxx SGALE. f--I 2 - I --O 1 A } 1 xxxxxx 5G LE 3/4 - - I --O xxxxxx 85B a 5305O�b 65B Q 53050_32 135E © 53050-31 65B Q 53050 i j 56ALE: 1-1/2"=f'--O" tan-r-r/Im nt=nxtt.t � rtn�t ME 1Q<� atu,° co LL gip sIfmi ��/ 1 WC 3< ' iEZU O CCU O M t- 00 C7 0 L C7 w 0 o v B�y (n 9 c 0 rn 0 m 0 CV 0 i C) i �.� (D ciJ .~ f 1i c 0 :3 0) N Y / /'� U N J C/) nWj _ r� 0 � O ,.0 " �- c`�' s c w I= O to 00 o tU x • U E: O""""" r o 0 n- • 0 U 4CC U 00 E a> L o U 0 R • 0 a E to L 4)r QE 0 c �0 0 N P7 th M d- Q � a� LoULLI LLm c ao � Q 1� JOB NO. 53m PROD. MGR. A. HOOP5 DRAWN BY -- CHECKED BY SHEET 'nU SHEET MAll.S AD-3 I I I I I I pos I o I I I 1 I I` I (o�� ! ;36" H. ARCHED (o I STONE WALL ar5 ` BY OTHERS DK I I � ! 1:3 I I I I I 0 I ( I I I I I ry I I w I F-- I I z I d I Gc ! n I I I W I U[ PUBLIC S I DEWALK N 89.52'18" w 99.56' PROPERTY LINE �r..we•rr+rr.r rrr--- �.a.r.+.wr.arr,rrrr.r� _______----PROPERTY i by UINLKS DIRECTIONAL SIGN BY OTHERS ARC H ITECTU RAC SITE P BAN 0 4' V 16' 5GALE: 1/8" = 11--0" --- TABLE 5A. (LESS THAN 20' — 0" TO PROPERTY LINE) VERIFY LOCATION OF BUILDING WITH CIVIL DRAWINGS. MENU /SPEAKER BY OTHERS TRASH ENCLOSURE W/TRELLIS, SEE DETAILS GOADING/TRASH 1. 5EE G I V I L DRAWI N65 FOR EXACT BU I LD I NCB LOGAT I ON5, GRAD I NCB DRAT NACRE, GONGRETE GURB5, FLOW LINES, CUTTERS, ASPHALT PAVINC7, AGGE551BILITY REQUIREMENTS, ETG. 2. 5EE LAND5CAPE DRANIN65 IRRIOATION, WALL5, EARTH BE 51 ETC. lb .■.._ dhk PROJECT DATA PROJECT: STARBUCKS COFFEE COMPANY 2302 E. 17TH ST., SANTA ANA, CA APN# 400--21 1 —1 APPLICANT: HENNESSEY GROUP MIKE. HENNESSEY (714) 771 —7443 GENERAL PLAN LAND USE DESIGN GENERAL COMMERCIAL ALLOWED F.A.R. 0.5 ZONING : C--1 SITE AREA : 16,243 G.S.F. (0.38 AC.) PROPOSED USE: COFFEE HOUSE, 1,500 S.F. PARKING PARKING REQUIRED 1 /100 S.F. = 15 PARKING PROVIDED : 15 (INCLUDES 1 HC) LANDSCAPE AREA WITHIN 15"-0" SETBACK 2,474 S.F. OTHER PARKING LOT AREA-: 1,947 S.F. TOTAL 4,421 S. F. SITE LIGHTING LOCATION SITE LIGHT: SEE ELECTRICAL PLANS BUILDING DESIGN INFORMATION BUILDING CODE 2001 C.B.C. BUILDING AREA : 1500 S.F. OCC. TYPE : B YARDS : NONE CONSIDERED FIRE SPRINKLERS : NONE CONSIDERED CONSTRUCTION TYPE : V—N EXTERIOR WALLS:STUCCO OVER WOOD STUDS ROOF : BUILT-UP OUTDOOR SEATING AREA AREA A : 121 S.F. AREA B 37 S.F. AREA C : 44 S.F. ARE A D 171 S.F. TOTAL : 373 S.F. (< 375 S.F., 25% OF 1500 s.f.) BUILDING SITE LIGHT: SEE ARCHITECTURAL PLANS A U5E CIVIL DRAWIN65 FOR LOCATING BUILDIN65. DIMEN51ON5 FROM BUILDING TO PROPERTY LINE ARE .FOR BUILDING DEPARTMENT REFERENCE ONLY. 015ABLED AGGE5516ILM( FI ENTRANGE(5) TO THE BUILDING OR FACILITY AND THE PRIMARY PATH OF TRAVEL TO THE 5PEGIFI6 AREA OF NEW NORK, ALTERATION, 5TRUGTURAL REPAIR OR ADDITION SHALL BE ACGE551BLE. PATH OF TRAVEL INCORPORATED ALL ELEMENT5 FROM THE EXTERIOR ARRIVAL 51TE TO THE REMODELED AREA. GEC 5EGTION 1114B.1.2 AND 11145.1.3. WALKWAYMALKING 9URFAGE5 ® PROVIDE A GONTINUOU5 WALKING 5URFAGE FROM EACH EXIT DOOR TO PUBLIC NAY. GBG 5ECTION 11028, 1124B.1, AND 11216.1. 0 WALK5 AND 5IDEWALK5 5HALL HAVE A GONTINUOU5 COMMON SURFACE, NOT INTERUPTED BY 5TOP5 OR ABRUPT CHANGES IN LEVEL. 5URFAGE5 5HALL BE 5LIP RE515TANT, REFER TO CDC 5EGTION 11246 AMP 11336.1 FOR ADDITIONAL REGUIREMENT5 INGLUDIN6 MAXIMUM 5LOPE5 (GRO55 5LOPE5 AND ALONG THE PATH OF TRAVEL) ALLOWED, GRADING AND LEVEL AREA5. ANY 065TRUCTION5 THAT OVERHAN6 A PEDE5TRIAN'5 WAY 514ALL BE A MINIMUM OF 'SO INCHES ABOVE THE WALKING 5URFACE5 A5 MEA5URED FROM THE BOTTOM OF THE OB5TRUGTION. GBG 5E6TION 113313.8.2. ® IF A WALK GRO55E5 OR ADJOIN5 A VEHICULAR WAY, AND THE WALKING 5URFACE5 ARE NOT 5EPARATED BY CUR55, RAILIN65, OR OTHER ELEMENT5 BETWEEN THE PEDE5TRIAN AREA5 AND VEHICULAR AREA5, THE BOUNDRY BETWEEN THE AREA 5HALL BE DEFINED BY A CONTINUOUS DETECTABLE NARNING WHICH 15 36 INCHES W1DE, COMPLYING THE CBC SECTION 11338.8.5. DETECTABLE NARNING PRODUCT APPROVAL. ONLY APPROVED DIVISION OF THE STATE ARCHITECT, ACGE55 COMPLIANCE 05A/AG) APPROVED DETECTABLE WARNING PRODUGT5 AND DIRECTIONAL 5URFAGE5 5HALL BE IN5TALLED IN ACCORDANCE WITH GBG 5EGTION 11338.8.5. AGGE551BLE PARKING ONE IN EVERY E16HT AGCE551BLE 5PACE5, BUT NOT LE55 THAN ONE, 5HALL BE 5ERVED BY AN A66E55 A15LE 6-0" (169 WIDE MINIMUM AND 5HALL BE DE516NATED VAN A60E551BLE A5 REQUIRED BY SECTION II2gB.5. THE NORD5 "NO PARKING" 5HALL BE PAINTED ON THE GROUND WITHIN EACH EIGHT -FOOT LOADING AND UNLOADING7 ACCESS A15LE: TH15 NOTICE SHALL BE PAINTED IN WHITE LETTER5 NO LE55 THAN 12 INCHES HIGH AND LOCATED 50 THAT IT 15 V151BLE TO TRAFFIC ENFORCEMENT OFFIGIAL5. SEE F16URE IIIB-TSB, SECTION ll2gB.4, ITEM2. THE NOR05 "NO PARKING" 5HALL BE PAINTED ON THE GROUND NITHIN EACH LOADING AND UNLOADING A6CE55 A15LE. TH15 NOTICE 5HALL BE PAINTED IN WHITE LETTER5 NO LE55 THAN 12 fNGHE5 H16H AND LOCATED 50 THAT IT 15 V151BLE TO TRAFFIC ENFORCEMENT OFFICIAL5. 5EE FIGURE 16-0A. GBC SECTION 112113.4, ITEM 1. PARKING 516NA6E ® PROVIDE PARKING 5LACE IDENTIFICATION IN ACCORDANCE N1TH GBG SECTION 112g13.5 INGLUDING AN ADDITIONAL 5167N 5HALL AL50 BE P05TED IN A GON5PIGUOU5 PLACE AT EACH ENTRANCE TO OFF5TREET PARKING FACILITIE5, OR IMMEDIATELY ADJACENT TO AND V151BLE FROM EACH STALL OR SPACE. THE 516N 5HALL NOT BE LE55 THAN 11" BY 22" IN 51ZE NITH LETTERING NOT LE55 THAN ONE INCH IN HEIGHT, WITH CLEARLY GON5PIG0005LY 5TATE5 THE FOLLOWING: "UNAUTHORIZED VEHIGLE5 PARKED IN DE516NATED ACCE551BLE 5PACE5 NOT D15PLAYIN6 D15TINC70511IN6 PLACARD5 OR LICENSE PLATE5 155UED FOR PER5ON5 KITH DIBABILITIE5 MAY BE TONED AWAY AT ONNER'5 EXPEN5E. TOWED VEHI6LE5 MAY BE RECLAIMED BY TELEPHONING THE SANTA ANA POLICE DEPARTMENT AT (114) 245-8665. GVG 2265Sa." WHEEL STOP PEDESTRIAN ROUTE 70 SQ. INCH WHEEL STOP ---------- ..--_r___.._----- ACCESSIBILITY SIGN 70SQ.INCH ILPER SEC 11296.5 ACCEIBILTY SIGN NIER SECT 11298.5 f� . 0 co T TYPPAVEMENT TYP. PAVEMENT SYNII'30l.PER SEC 11296.5 SYMBOL PER.SEC, 1129B.5 '-•----- S"-0" MIN. AT TYP. �! ACCESSIBLE WITHIN THE ACCESSIBLE PARKING STALL PARKING STALL PAINT THE WORDS "NO PARKING" IN 12" HIGH LETTERS MIN. 8"-W MIN. AT VAN ACCESSIBLE PARKING STALL FIGURE 11 B-18A DOUBLE PARKING STALLS z r d zo WITHIN THE ACCESSIBLE PARKING STALL PAINT THE WORDS "NO PARKING" IN 12" HIGH LETTERS MIN. PEDESTRIAN ROUTE _...._.-..r-..rr -O'MIN. AT TYP. CESSIBLE IRKING STALL 8'-0"MIN: AT VAN ACCESSIBLE PARKING STALL FIGURE 1113-1813—SINGLE PARKING STALLS N.T.5. aIW O Z o� �"� b/ wmRiQ M 0 fA wir o00 Q0C .N acl a J 0 0 m 0 -0 C 0 0C/) < ■ •� �� 11 c o V �-- .c ■ c ��■ .O 0 0 O LLI 0Lu J z �, .Q r o O i ■ 0 rn U ■ ■ ■■■� W .° V/ v cc w L E cn v n ■ C. ..._ s c E ■ ■■� 0 L 0 0 r a� a Lu 0 0 O � a -� o ,2 c�a oao � M rnLo M m 0 w r� c� ul> o �uCL et -I ui c w a O JOB NO. 53050 PROJ. MGR. A. HOODS DRAWN BY -- CHECKED BY M. KIIER COMMERICAL —1 SHEET TITLE SHEET ARGHITEGTWAL SITE PLAN GC1 .1 SPRINKLER RISER TO METRO DISPLACE REQ'D DRIVE-THRU POS WITH VIDEO MONITOR ABOVE EXISTING CANOPY OVER DRIVE-THRU WINDOW I DRIVE-THRU ORDER MONITOR (ABOVE f i I THREE BLENDERS AT COED BEVERAGE` -S'FA COLD BEVERAGE STATION WORKSPACE W/SS TOP CONDIMENT DISPENSER VERISMO--f SINGLE BREWER AT BAR I STA? BARISTA DRIVE—THRU ORDER MONITOR, TYP (ABOVE) 1000 ICE - MAC I N E 3-DR FRIG ALL SWITCHING I i .... . ...... L ---- i ( I I I WORK RO(* G E. FINISH: SE LED CONIC \\ _ _ _---------------- -_-------_--- --------------------- -------------- i I 1 ( i i r i l 100 ; 1 ACKBAR SERVICE I 1 SALES AIR CURTAIN �FINIS.H: SEALED CONC 1 ; FINISH: STAINED CONIC 0 i1 I I MAT - 1 1 -- 1 1 I- ---- - .--~' F it i l i I I I f i 1 I -------,----------- i .------ o ---------- --------- L --------.._-------------------------- -------�-; i -------------------------------------- --- -- 1 { I I 1 FLOOR PLAN SCALE: 1 /4 "= 1'-0" THESE DRAWINGS CONVEY PROTOTYPICAL DESIGN INTENT, AND ARE NOT TO BE CONSTRUED FOR CONSTRUCTIBILITY OR CODE::. THE BUILDING MUST BE ENGINEERED TO COMPLY WITH ALL APPLICABLE CODES AND SITE CONDITIONS. E THE DRAWINGS AND SPECIFICATIONS, AS WELL AS STARBUCKS NAME AND LOGO, TRADEMARKS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF STARBUCKS CORPORATION. ANY REPRODUCTION, MODIFICATION, DISCLOSURE AND/OR USE OF THESE MATERIALS (OR ANY PORTION OF THEM) WITHOUT STARBUCKS WRITTEN CONSENT IS STRICTLY PROHIBITED. � 11 . i I . I I --------------- - - - -------- ® f 1 _----------- ------ HOSE BIBS (I 1 f 1 ---EXISTING RACEWAY FOR SIGNAGE ( ►� ABOVE ADA SEATING I ! PANEL ART SEATING li FINISH: STAINED CONC 1 Ii i( l i - FRAMED ART i ! � t f i OUTDOOR D ---�-� SPEAKERS, TYP I. I ! I { ! ANTI -GRAFFITI COATING AND 1 I { I { { 1 1 1 SACRIFICIAL WINDOW c^== ____� TREATMENT, TYP,---- L-------------------- BY LANDLORD 0 SHADES AT EACH EXISTING AWNING WINDOW & TINTING (ABOVE) AT CLERESTORY STARBUCKS COF,FEE COMPANY 2401 TAH AVENUE SOUTH, 8th FLOOR SEATTLE WASHWGTON 98134 STORE: 17th & TUSTIN ADDRESS: SANTA ANA, CA PROJECT # TBD SHEET TITLE: SCHEMATIC: ROAST 3 EB FLOOR PLAN DATE: - SCALE: 29--JAN-03 1 /8 1)= i $--0" DRAWN BY: SHEET: SEADE APPROVED THIS SHEET IS FOR REFERANGE ONLY OF POTENTIAL TENANT. TENANT IMPROVEMENT (TI) PLAN Bl' OTHERS. F Yt� ire REF:�AN 5CALE. I/4"= I'--O" XRXTURE 23 PARKING LOT STRIPING N " 44 �t ------------ V) aotna amN° za ��� Mvv CC t as m ms WMCLrni M O O C> t~ 00 O 0 a� O w O 1 O � lv� � _ N O N O m ■ Lo 0 0 0 o 4-1 VJ CM C/:) (D 0 .� 0 ter- . ,— N U 0 ,o N o 0 J CT3 a� x tF... O p a .O V ....4-0 cc � o cn � o 0 a o 1m N NONEN L 0 0 r N o -�-� Q+ N QoO to N M �U-) M m ova �o0 C O cm)r� JOB NO. 53050 PROJ. MGR. A. HOOtx DRAWN BY -- CHECKED BY K KINER COMMERICAL -1 MEET TITLE SHEET RffRWF: FIX i;? FLOM F'l API RF-1 Lo CV co 0 114WECTION AND OBSERVATION19WGRAMs ® 03-12-03 BAI BAI NO.: INSPSCH 1, This Inspection and observation program applies only to the structural drawings and specifications. The Contractor shall coordinate In a timely manner inspection and observation of the project. 2. The Building Official shall inspect the project in accordance with the building permit and the provisions of the Building Code. Individual or firm to Duties of Building Portion of work requiring inspection: perform inspection: Inspector: Bulding inspector Shall be in accordance 1. All structural aspects, designated by the with UBC Section 108- 5ullding Official inspections 3. The Solis Engineer shall inspect and document, in accordance with the Soils Report, the following. This itemization is not Intended to supersede any requirements of the Soils Engineer or the Building Official but is Intended to be supplementary thereto. Individual or firm to Duties of Soils Portion of work requiring inspection: perform Ins ection: Engineer: 1. Any excavations and the individual or firm Shall be in accordance placement of fill for construction designated by the with the soils report. of the building pad. Soils Engineer 2. Back fill of utility trenches. individual or firm Shall be in accordance designated by the with the soils report. Soils Engineer 3. Footing excavations Individual or firm Shall be in accordance designated by the with the soils report. Solis Engineer 4 A Special inspector (Registered Deputy Inspector) sha l! provide periodic Inspection of the following portion of the work: Portion of work requiring periodic Individual or firm to Duties of Special inspection: perform inspection: Inspector: 1. Fastening of wood panel shear A qualified person Shall be in accordance walls when deputy inspection is who Shall have with specifications in ` : noted as demonstrated ivisi' required on the plans. ` ' D on 6 competence to the satisfaction of the Building Official 6. A Structural Observer, being either the Structural Engineer -of -Record or his designee, shall provide periodic structural observation of the work- The Owner of the project shall be responsible for retaining and reimbursing the Structural Observer. Upon the Contractor's completion of each of the listed stages of the work and upon completion of any adjustments to the work occasioned by the Structural Observer's visits, the Contractor shall call for the Structural Observer to visit the project. Visits are made so that the Structural Observer may make a determination as to If the structure Is in general conformance with the Intent of the construction documents. Observation shall be in accordance with specification section 01440, Structural Engineer -of -Record; Structura 1 Observer: 1 Mr. George Richards, P.E. Borm Associates, inc. 555 Anton Blvd, Suite 850 Costa Mesa, California S2626 114-513-1500 telephone 114-513-1555 facsimile Stage of work requiring observation: Work to be observed: I Prior to foundation our, Elements of h P p E ant the work to be observed Include but are not ;ne ssa i li i ce r 1 m tad ,to: y excavation c n" i r , t va co f u at.on„reinforcement, g and hardware. 2 Upon completion of framing and Elements of the work to be observed prior to application of insulation include but are not necessarily limited to: drywall, exterior collateral materials, materials of construction, fasteners, or roof hardware, details of construction and workmanship. 3 Upon completion of any adjustments Elements of the work to be observed to the work occasioned by the include but are not necessarily limited to: Structural Observer's visas. issues prevlously addressed by the Structural Observer in his prior visits. 1. The Contractor shall coordinate, in a timely manner, a pre -construction meeting - The meeting shall include the Structural Engineer's designee providing periodic structural observation, the Contractor, appropriate subcontractors, Special Inspectors and other interested parties. The purpose of the meeting is to identify and clarlfy essential structural elements and connections that affect the vertical and lateral systems and to review scheduling of the required structural observations. 8 Prior to the contractor calling inOfficial f P a g the Bul}d g or any inspection, of F ounda.ti0 o F. i or r n t~, m n the.. 5t ural.Observer sha 1l h . .� . _ ct a ve_. s r t i rk .� _ a g b. o and given a written opinion of the findings to the Building Official. SHOP PRAWNS AND SUBMITTAL SCHEDULE: BAI Noy sHOPDRwrs 1. This itemization applies only to the structural drawings. The following shop drawings shall be submitted by the Contractor to the Structural Engineer for review. Shop drawings will be accepted for review only after they have been checked by the Contractor for conformance with the plans 4 specifications and have been noted as such. The Structural Engineer will provide the Contractor with a letter indicating if the shop drawings demonstrate general conformance with the intent of the structural design. Those shop drawings noted as deferred submittals shall, upon the Structural Engineer's review and together with the Structural Engineer letter indicating general conformance, be submitted to the Building Official so that he may approve them for construction and make them a part of his official records. Guiding Official's Structural Engineer's deferred submitta I Shop drawing title I review required: required: - , _ . _. --- _.. ..ZI-. l =_.._. -- , _..__ --I -- 1 -r-r-, _ ..... ,., - _..1. _-- 2. Seals, stamps, or marks placed upon shop drawings by the Structural Engineer do not constitute approval of the work shown but only indicate Information necessary to achieve General conformance with the intent of the structural design. 3. Shop drawings will not be reviewed by the Structural Engineer for quantities or dimensions. 4.., Ten working days shall be allowed fvr the Sn tructu1 n neer. to review submittals. FOUNDATION NOTES, CCN~IONAL, WOM FK4MWm BA NO.: FNDCONV I. Foundation dimensions are extracted from architectural drawings. Borm Associates, inc. does not assume any liability with respect to these dimensions. Contractor shall verify all foundation dimensions with the architectural drawings and with field conditions. Contractor shall verify the location and sizes of all anchor bolts, holdowns, embedded straps and framing materials. Contractor shall verify configuration and location of all architectural features, such as but not limited to, depressions, slopes, shelves, patios, porches, and stoops. 2. For lapping of conventional reinforcing, see detail 111/5D1). 3. For trenches adjacent to foundations, see detail (2/SD3). 4. For conventional reinforcing bar bend, see detail (10/501). For stirrup and tie bends, see detail (10/SDi). 5. Refer to the soils report(s) for any pad preparation and pre saturation requirements. 6. The floor slab shall be poured level to within 1/8 Inch in 10 feet. �. The floor slab and foundation may be poured monolithically Cat the same time) or in two pours with a cold joint between at the Contractor's option. Details In general are shown using two pours. I 8. Anchor Bolts: install anchor bolts as noted on the plans. If no notation is given, at exterior walls provide 5/6 inch dia. anchor bolts at '12 inch OC. in all bolted walls, at least one bolt shall be installed within 12 inches of each end of each plate, with no less than two (2) bolts per plate 12 inches or longer. See floor framing plans for reference in providing extension of anchor bolts above concrete. See detail (1/SD3 ). Mark Comment A.B.'S 6 N" OC Spacing of anchor bolts. Use 5/8 inch diameter unless noted otherwise. Set bolts for thicker than standard plate when necessary. S. Shot ins: insta l l �at all interior walls and partition's r P p s where'anchor (bolts are not noted, 0.145 inch dia. x 2.815 inches shank length with metal plate washer at, 36 Inches OC. Each piece of plate longer than 16 inches shall have a minimum of two fasteners. At each end of each piece of plate, place one fastener at 6" from the end. At each end of each piece of plate in a wall indicated as a shear wall with shot pins, place two fasteners, one at 6 inches in and one at 10 inches from the end. 10. Holdowns: See foundation plans for reference In locating hardware and providing extension of hardware above concrete. It is the responsibility of the Contractor to determine their exact location. Hardware shall be tied in place prior to placement of concrete. For holdowns to foundation, see detail (5/SD3). 11. House floor slab. Place slab reinforcement above center line and below upper 1/3 of slab thickness. Reinforcement shall be chaired and tied in place prior to placement of concrete. Sand shall be dampened prior to placement of concrete. Slab and sand thickness' given are actual not nominal Weighted House floor I House floor Upper base Lower base Expansion slab thicknesel slab reinforcement la er Vis ueen I layer 2140 Low 4" 6X6 Wl.4XW1.4 WWF 2" of sand 10 mil 2" of sand G5E00AL FRAMM NOTES, MOOD: BAI No.: rx�-N-uo-NotEs 4 L See details (8/ 3) for i al drilling A 5D t c d l notchin of to fates, studs aid a yp g g . p p ;joists. For drilling -and notching of beams, girders,- and posts 'consult 'wlth the Structura I Ens ineer. 2. Studs shall extend full height from floor to floor and from floor to ceiling or roof without Interruption except as necessary for openings. See detail (3/6D3) for typlca l wall framing. 3. See detail (6/SD3) for typlca( shear panel framing. See detail (4/5D3) for typical roof sheathing layout. 4. See detail C I/5D3) for typical plate splices. See detail C-I/SD3) for typical plate breaks. Use (5) 1rod sinker or short nails at each top plate slice unless noted otherwise on the plans. 5. Framing shall be free of unusual defects. 6. Provide wall framing as shown below unless otherwise called for on the plan or in the SHEAR WALL SCHEDULE. Mark f Comment Exterior non-bearin partitions, - E t (walls un marked) shall be gp -framedwith-2x4---studs spaced at-16 inches ,ory center unless ---- noted otherwise on the plans. interior non -bearing partitions, (walls un-marked) shall be framed with 2x4 studs spaced at W6 inches on center, unless noted otherwise on the plans. - Interior Bearing Walls marked shall be 2x4 studs spaced at I6 inches on center, unless noted otherwise on the plans. 1. Provide minimum nailing In accordance with the NAILING SCHEDULE, sheet SN-1 unless otherwise called for on the plan or in the Shear Wall Schedule. 6. Provide wall sheathing in accordance with the SHEAR WALL SCHEDULE, unless otherwise called for on the plan. S. Provide Roof sheathing in accordance with the ROOF SHEATHING SCHEDULE, unless otherwise called for on the plans. 10. Provide solid blocking under all trimmers, bearing posts, and posts at holdowns and straps. Posts on upper levels shall have posts of an equal or greater size installed below on the lower levels to transfer loads to the foundations or to transfer girders. 11. Roof rafters and metal -plate connected trusses shall be laterally braced at their ends and at each support by solid blocking or metal -plate blocking at least the same size as the framing member. 12. Slo ed -roof has been deli ned t su rt roofing o , o material weight not to p g pp g g exceed 1000 lbs/l00 Sol. ft. Flat roof has been designed to support roofing material weight not to exceed 600 lbs/100 Sq. ft. 13. Light metal plate connected wood roof trusses shall be designed to support the more critical of the loads and to limit deflections as follows: Trusses shall be cambered. Camber of the bottom chord of the trusses shall be as follows. These requirements are in addition to those of ANSI/TPI 1. Loadlno Condition Dead Load, on top chord Including truss weight 10 par Dead Load, on bottom chord including truss weight (Interior Drywall) 5 per Live load, on top chord 20 Per iBC IBC iRC UBC IRC UBC 4:12 or less 20 per 20 per to e:12 15 per 16 psf Live load, on bottom chord (need not act simultaneously with the top chord live load) 10 Per Lateral loads as noted or) the plan. Mechanical and sprinkler line equipment based on the weight of the equipment. Camber Requirements i Camber shall equal 1-1/2 times'dead load deflection Vertical Deflection Limitations Dead load deflection shall be no greater than Le/160. Live load deflection shall be no greater than Ls/240. 50io dead load plus 100io live load deflection shall be no greater than 0.50 inch. Horizontal Deflection Limitations For scissors type trusses total (of both ends) horizontal deflection shall additlonally be limited. Live load horizontal deflection shall be not greater than OBO inch. Dead load plus top chord live load horizontal deflection shall be no greater than 015 Inch. 14. HVAC Equipment: Should HVAC equipment be installed on roof, drawings showing location of equipment and loads shall be submitted to the Engineer for review. Additional framing may be required for support. 15, Joist hangers shall be: 2x lumber Joist hangers top mount shall be Simpson JB series of the largest size appropriate for the specific framing member, unless noted otherwise on the plan. Nailing shall be in accordance with the manufacturers recommendations as given in the current product Catalog, 2x lumber Joist hangers face mount Simpson LUS series of the largest size appropriate for the specific framing member, unless noted otherwise on the plan. Nailing shall be in accordance with the manufacturers recommendations as given in the current product ca to log. 16. Truss hanger for metal plate connected wood trusses shall be designed and specified by the truss engineer. SHEAR WALL. SCN MKLE: 5At NO- SHR-GA 1 C,Lunn+bR tiinll& i,�% nanln4- rM,-L1in.-4 1� 11114A/ 4"n .. Note: When an asterisk* _ FRAMING � accompanies the shear wall S n LENGTH mark apply sheathing prior to any adjacent framing. MARK SHEATHING 4 FASTENING MIN, FRAMING BOTTOM SOLE PLATE Studs at PLATES FASTENING n Top panel joints Sole Mud Plates and blocking Plate 5111 3/6" Wood product panel 2-2X 2X 2X 2X 16d Sinkers 9 W/ ad common nails at: 6" at 4" o.c, marked on oz. at panel edges 12" one side. oz. at field 10 3/511 Wood product anal p p 2:2X 2X 2 X 2X 1 Sinkers 6d 5 nice s d on W/ 8d common nails at- 4" a t 3" o.c. one. side. oz. at panel edges 12" oz. at field 11 3/8" Wood product panel 2-2X 3X 2X 2X 16d Sinkers marked on W/ 8d common nails at: 3" at 2-1/2" o.c. one side, oz. at panel edges 12" staggered oz. at field (4) I1 3/8" Wood product panel 2-2X 3X 2X 3X Simpson SDS marked on W/ 8d common nails at: 3" 1/41lx4-1/2" both oz. at panel edges 12" screws at 3" Sides. oz. at field (4) 04, 12 3/8" Wood product panel 2-2X 3X 2X 3X 16d Sinkers marked on W/ 8d common nails at: at 2" oz. one side. 2" o.c. at panel edges staggered 12" oz. at field (4) 12 3/8" Wood product panel 2-2X 3X 2X 3X Simpson SDS marked on W/ ad common nails at: 2" i/4"x4-1/2" both oz. at panel edges 12" screws at 3" sides. oz. at field (4) OZ. 13 15/32" Structural I Wood 2-2X 3X 2X 3X Simpson SDS marked on, product panel W/ 10d 1/41lx4-1/2" one side.:_ common nails a t..r 2 - oz.'' !screws a at4" t net 11 a a e ed es 2 o.c. p g : o.c: at field (4) 13 15/32" Structural I Wood 2-2X 3X 2X 3X Simpson SDS marked on product panel W/ 10d 1/4"x4-1/2" both common nails at: 2" oz. screws at sides, at panel edges 12" o.c. 2-1/2" oz, at field (4) Footnote: (1) Sheathing is included as part of required nail penetration. (2) Refer to specifications for plywood grading and permitted alternatives. (3) Sheets shall be not less than 4 feet by S feet except at boundaries and changes where the minimum dimension shall be 24 inches. (4) Stagger is 1/2 inch. (5) Space fasteners no closer than 1-1/2 inch. Over any 48 inch line of fasteners, the average spacing shall be at least as close as that given. (6) Short (framer) nails may replace sinker nails. (1) Screws are Simpson 5051/4". ROM 6W"TN1P G 804ECULE, WAD: BAI NO: FLR-RF-WL 1. Roof Sheathin : 15/32 wood product panels. Span index shall be 2/16. g p p p ha 3 -Orientation shall - ,alt f , r , , e h ace sin perpendicular to su ort. Provide 2x4eflat =r blocking at all unsupported edges where blocking is indicated. Crickets and miscellaneous framing to overlay plywood sheathing. Nail sheathing as follows: 2. Typlca l roof sheathing nails shall be: _.,.8d common nails, at; 6 inches OC alon all boundaries _and-ed es and 12..1ache s OC in field. Blocking Is not required. Alternate straps may not be used for blocked portions of the roof. 3. Blocked roof sheathing nails shall be: 8d common nails at 4 inches OC along all boundaries and edges and 12 inches OC In field. Provide 2x4 blocking flat. Alternate straps may not be used for blocked portions of the roof. 4, Fastening of roof sheathing shall be inspected by the 5ullding Official prior to concea lment. i NAIL.NG'c SC 49COX lFOlR WOODS A 03-12-03 BAI BAI NO.: NA(LSCH 1. As a minimum and if not speclflcally detailed or noted elsewhere and otherwise, the various wood components of the structure shall be fastened together as follows: item Graphic Description 4 Fastening 1 Joist to mud sill or upper top plate. (3) ad common or 16d sinker or short, toe nails. 2 Blocking to Joist: (3) ad common or 16d sinker or short, toe nails or (2) 16d sinker or short face nail. 3 Sole (bottom) plate to Joist or blocking. 16d common or short face nail at 16" oz. 4 Lower top plate to stud: (2) 16d sinker or short face nail or (4) ad common or I6d sinker or short toe na 11. 5 Stud to sole bottom plate. (2) 16d sinker or short face nail or (4) ad common or 166 sinker or short toe na 11. 6 Double studs, or Built-up studs typical stitching: 16d sinker or short face nails at 24" oz. 'f Top plates at intersection, face nail: (4) 166 sinker or short face nail 8 Top plates typical stitching: I6d sinker or short face nails at I6" oz. S Upper top plates at laps: (6) 16d sinker or short face nail each side of butt joint 10 Rim Joist to upper top plate or mud sill: ad common or I6d sinker or short toe nails at 161 oz. 11 Ceiling Joist to plate, toe na'11: (3) ad common or 16d sinker or short toe nails 12 Ceiling Joist, lap over walls and partition: (3) W6d sinker or short face nails 13 Ceiling Joist, to parallel rafters: (3) I6d sinker or short face nails /0 14 Rafter to plate, toe nail: (3) ad common or W6d sinker or short toe nails 15 Built up corner studs: 16d sinker or short face nails at 24" oz. 16 Three piece built up girder and beam: 16d at 12" oz. at top and at bottom. (3) W6d at each end 2. Note: With respect to the schedule, common, sinker, or box nails may be used. However, where nails are specifically noted on the plans, they shall be common na I Is, WARtXUA RE SC 4EC U As ® 03-13-03 BAI BAi NONO.:HARDSCH li i i f d elsewhere and otherwise -.the - 1. As° a m n mum` and i not, s eciPical! detailed or note d p y ,; �various hardware com onants of the=:structure shall be fastened together as` follows: If fastening is not specified then the manufacturer's recommendations shall be followed. Connector Fasteners a) Post Caps: Simpson PC, EPC, and BC series. °o • o o Fully nail with Wool sinker or I6d short nails .o o .o BG PG b) Hangers: Simpson U, HU, HUS, AND HHUS series. Fully nail with Wool sinker or 16d short or tool �4 • ; common nails in a I l round and slant nail holes. HU ° Additional nail triangular holes when "MAX" Is noted on plan Si GLS HGLS GLT a d HGLT i WARMAPS TIIUTIGN S0J9ZXJLE: ®03-13-03 BAI BAI NO.: HARDSGH-SUB Hardware shown on the Structural Drawings is Simpson Strong -Tie company products. U5P company products may be substituted in accordance with the following schedule: Simpson C5 eclfied) USP (Alternate) Simpson (5 ecifled) USP (Alternate) A34 MP34 6ST524 5T524 A35 MTA1 55T526 5T1526 LTP4 MP4F 5ST534 ST534 ITT THO HPAHD22 HPAHDD2 iUS/iUT THE STHD10 STAD10 LU5 JUS STHD14 5TAD14 MiT THO HTT22 HTT22 T822 R 6 PHD6 PHD6 5T6224 KST224 PHDS PHDS ST6236 KST234 HD10A TDXIO MST48 KST246 HD14A AD514 MST60 KST260 HD15 TS15 MST"12 KST2-12 CS16 RS150 GMSTCI6 CM5TCI6 S`r'h' DOLL, STRUCTURAL SC RVI LEs BAt NO.: SYMBOLS This listing applies only to the structural drawings. Mark Comment Change in drawing from previous Issue. Reference to structural calculations for the benefit of the �J euilding Official. sHT sHT Detail reference giving Item and sheet number. FRAME X # Framing elevation reference giving item and sheet T number. FRAMING Floor joists �( FRAMING.._ 1\ Ceiling joists FRAMING IL Roof Trusses V FRAMING / Roof Rafters FRAMING Deck Joist FRAMING Girder, girder truss, double Joist, rafter, or truss of the same size as the surrounding framing unless noted otherwise. FRAMING ---• Beam, header or built-up framing member. FRAMING Shear wall indication giving special framing when necessary LENGTH and length if critical. Refer to shear wall schedule for complete information. A.B.'S AT Nil OC \ Spacing of anchor bolts. Note: Not all symbols used are defined here. R efer Ito Americang yp y Welding Soclet publications for weld s mbole. STFlUCTURAL DE 04 CRITERiA: BAi NO.: Stt.'.11GNOT 1. 2000 International Building Code 2. Roof live load, 20 PSF Floor live load, 40 PSF Exit live load, 100 PSF Storage live load, 125 PSF 3. Basic wind speed, '10 miles per hour: exposure C. 4. Seismic Site Specific Variable: Source = B zone = 4 Distance = 1-1 km soil = 5. Soil Bearing Capacity 2000 per .• m son n ser es . HGLT Fully nails with Simpson N54A nails. c) Angle Clips and Flat Clips Simpson L and LS series. Fully nails with 106 common. Simpson A35 and LTP4 series. CEMERr4L. PLAN BEST ® R06-24-00BAI � Ai AN B NO: GEN PL .., ... _ _ rFu 11 i} with 166 sinker or -16d short or 8d nails A35 LS LTP4 common nails or 8d Joist hanger nails. 1. All work not detailed, specified or noted shall be constructed the same as similar d) Straps. �._..��- Simpson MSTI and LST series. work shown in the construction documents. Where the work is not detailed, MSTi Fully nails with 10d joist hanger nails specified or noted it shall be in accordance with accepted trade standards for - �--. 51m son ST and MST series. b_. good and workmanship like construction. .. .,.. ... -- Full nails with 16d sinker or 16d short nails. ca Simpson CS and TS series. 2. Refer to Architectural drawings for elevation and location of roofs, floors, walls, SFully nails with 166 sinker or l6d short or IOd t partitions and non-structural elements together with their general configurations, common nails. size and location of door and window openings roof and floor openings, size and location of elements such as but not limited to drains, curbs, depressed areas, CSI6 AND CMSTCI6 level changes, chamfers, grooves, Inserts. AMI I1REVIATCM, STPLICtURALs BAI No: ABBREv 3. Refer to Mechanical, Plumbing, Heating and Air Conditioning, and Electrical drawings for size and location of elements such as but not limited to pipe and This listing applies only to the structural drawings. conduit runs, sleeves and box outs, and hangers and equipment supports. Mark Meaning Mark Meaning Mark Meaning 4. All dimensions on the structural drawings shall be compared with those on the architectural drawings by the Contractor prior to construction. The Contractor Diameter E/F Each Face M=L Micro=Lam Beam shall notify the Architect and Structural Engineer of discrepancies. Pound/Number EN Edge Nail NTS Not To Sca !e And Eq Equa I OG On Center Per E/S Each Side 055 Oriented Strand Board 6 At EAU Each Way PC e Column, steel Pipe GEO EW5NT TECt�N ICANftW& STATEME0 Res-31-ems BAi BAI NO.: c,EOTECH + Plus or Minus Ft Foot B Property Line AS Anchor Bolt Fnd Foundation PSF Pounds per Sq. ft. Alt Alternate Ft'g Footing PSI Pounds per Sq. Inch The undersigned has reviewed these drawings and finds them in genera! conformance 55 Billet Beam Ft Flush PSL Parallel Strand Lumber with the Intentions of the geotechnical recommendations. Seal is not an indication of lkC ) Block(In ) B 'g c, FJ Floor Joist a PIS; Plywood ` the drawings Navin been prepared under the Si Hater's supervision. g g p p g p B M m e FOG Face Of Concret RJ Roof Joist $1� Boundary Nall - FOM Face Of Masonry R=LiI Redi=Lam I1 BOF Bottom Of Footing FOS Face Of Stud RR Roof Rafter Gott Bottom FOW Face Of Wall S Standard I beam, steel Br'e Bearing G=L Gang=Lam Slit'g Sheathing C Channel, steel Ga Gauge Sink Sinker, na I l Cbr Camber Ga Iv Galvanized Sq Square Cant Cantilever GLB Glued Laminated Beam 55 Select Structura I CJ Ceiling Joist GT Girder Truss 5td Standard CFS Cold Formed Steel HgHanger Hang SW Shear WaII Cj, Construction Joint Hdr Header T4G Tongue 4 Groove 4 Center Line HHeight Thk Thick. Comm Common, na I I Ht or Horizontal TOC Top Of Concrete/Curb Cont Continuous (-Joist I-Jetin Tpl Triple CI Penny, na II nch Inch I Trim Trimmer, stud JECT NISTOR"t'" Pf Dbl Double KP Post TS Tube Steel BAI No.: PROJHIST Det Deta 11Kin OF Douglas Fir KS King Stud T ice yp yp UNO Unless Noted Otherwise Issued for: Date: Descrt tion- p DIA Diameter DJ Deck Joist L Anglesteel , LVL Laminated veneer Vert Vertical V=L Versa lam Preliminar 05-2e-03 Preliminary Recimarks and Design Do Ditto, the same Dp Deep Lumber M LMisc.umber i beam, steel W Wide flange i beam, steel OBDG 08-21-03 Bulldin Department Corrections Or Drop MAX Maximum MS Machine Bolt W/ With W/O Without 055 Dense Select Structura l MG Miscellaneous channel, steel Wd Wide E/E Each End MIN Minimum X- E xtra Strong , Note: , Refer to Cold Formed Steel notes for additional abbreviations. Refer to Simpson Company product catalogue for hardware abbreviations. Refer to True Joist Company product catalogue for fabricated Joist abbreviations. STRUCTURAL ENGINEERS COSTA MESA , LAS VEGAS -LOS ANGLES , PHOENIX , ROSEVILLE . SAN RAMON CC�1Q'ORATE OFFICE: 555 Anton Boulevard, Suite 850' Costa Mesa, California S2626 (114) 513-1500 Telephone (114) 513-1555 Facsimile E -Mail: webma l laborm.com WWW.borm.com j COPYRIGHT 2003, BORM ASSOCIATES, INC ALL RIGHTS RESERVED NOTICE j THESE DRAWitdx AND SPECIFICATIONS AND THE IDEAS, DESIGNS, AND ARRAWSEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF BORM ASSOCIATES INC. AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN COI NECTiON WiTH ANY OTHER WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FORWH( H THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF BORM ASSOCIATES, INC. VISUAL CONTACT WiTH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF THESE RESTRICTIONS. j WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER sCALED DIMENSIONS. j CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. THiS OFFICE MUST BE NOTIFIED OF VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. • - r►, - 1�'Hennessey Group Bloodgood eSWEET STRUCTURAL NOTES & SPECIFICATIONS iseUEc row PRELIMINARY Q BDC. 0 (RM ) 0�-2e-03 . .� (RB) OS-21-03 7�CI V 1_. v�� BAI NO.: 5205 CAD NO.: 5285-SN DRAWN 5Y : RM ENGINEER : EA SCALE : 1%" = 1'-O" S#4T NO. SNI DMISION Is CIENER& REQUIREMENTS 15AI NO. DIVI 01000 GENERAL REQUIREMENTS AND CODES. 1. Work shall compl� with these structural specifications, notes, and drawings together with associated specifications, notes and dra wings - -col lectfvel� referred to as the Construction Documents. Where the construction documents do not give specific instruction, work shall be in accordance with accepted trade d d and workmanlike construction. 2. Work shall compl� with the ISIBI Uniform Building Cod (1.15C) as adopted and amended b� the California Code of Regulations (CCR), Title 24, California 5ull6ing Code and as adopted and;ame-nded b� the local cft� or count� and an� agencies having jurisdiction- -collectfvel� referred to as the BuIldine Code. 3. Work shall compl� with applicable federal laws, state statutes, local ordinances, and the regulations of agencies having jurisdiction. The Contractor shall assume full responaflollft� for compl�fn!a with the construction safet� orders and the General Industrial safet� orders of the State Division of industrial Safet�, the reeulations of the Federal and state Occupational Safet� and Health Administrations, and such other agencies governing the Contractor's acts. The Contractor shall be responsible for and hold harmless the Structural Eneineer for an� damaGes and penalties or both resultine from his failure to compl� with said laws, statutes, ordinances, and reeulations. 4. The clesiGn, adequac� and safet� of erection bracing, shoring, temporar� supports, etc, Is the sole responsfbflft� of the Contractor, and has not been considered b� the Structural Engineer. The Contractor Is responsible for the stabflft� of the structure prior to the application of all shear walls, roof and floor diaphragms and finish materials. He shall provide the necessar� bracing to provide stal::>Illt� prior to the application of the aforementioned materials. Observation vIsIts to the site bg the Structural Engineer or his designee shall not include inspection of the above Items. 01100 ALTERNATIVES AND DISCREPANCIES: � 1. No alternate methods of construction or substitutions shall be allowed without written approval of the Owner and Structural Engineer. � I I I I I � I I r , . � � 2, The Contractor "it verlf� all dimensions and conditions on the Construction Documents and at the site and "It notifq the Architect and Structural Engineer of an� discrepancies found prior to commencing work. The structural drawines take precedence over specifications. Detailed drawines and detailed specifications take precedence over general drawings and General specifications. Dimensions take precedence over scaled measurements. 01340 SHOP DRAWINGS I. The Contra otor - " I I subm it to the Structura I EnG ineer, and I f required to the 5uIIcIinG Official, shop drawines as noted in the SHOP DRAWINGS AND DEFERRED SUBMITTAL SCHEDULE. Prior to the submission, the Contractor "it check the drawInGs for conformance with the Construction Documents and so Indicate on the drawings that he has done so, 2. Sufficient copies "It be submitted so as to allow the Structural Engineer to retain one cop�. 3. Deviations from the desiGn intent "it be clearl� indicated as such b� cloudine them on the submittal or in another readfl� apparent manner. 4. Review made of the Shop Drawings shall not relieve the contractor from responsibilitg for compliance with the Construction Documents. The Shop Drawings will be reviewed for General conformance with the desien concept of the project as indicated bg the Constructlon Documents. Quantities or dimensions will not be � 11� �� � . I - :I I � , � .� , �, -� � . I ;1 � revietlied,� -Processes, techniques of � construction, -4a �6tq procedures', or, - � 1. _ I , I I I I coordination of,,the work with that of ang other 'trade w it *fot be reviewed. �� 11 I 01420 SPECIAL (DEPUTY) INSPECTIONS: 1. The Owner shall retain the services of a Special Inspector (Registered Deput� Inspector), when such services are required, as noted in the INSPECTION AND 05SERVATION PROGRAM. 2, The Special Inspector shall have a valid Certificate of ReelstratIon or License issued lo� the 5uildine Offlc'ial. A current cop� shall be submitted to the owner and structural engineer. 3. Each Special Inspector shall observe the work of the Contractor and the taking of test samples for conformance with the Construction Documents, and the applicable workmanship provisions of the 5ulldine Code. The Special Inspector shall furnish inspection reports to the 5uIldInG Official, Architect and Structural Eneineer. All discrepancies in work shall be broueht to the immediate attention of the Contractor for correction, then If uncorrected, to the 5ullcline Official, Architect and Structural Eng'ineer. The Special Inspector shall submit progress reports, appropriate to the nature of the work, and a final slened report stating whether the work requiring special inspection was, to the best of the Inspector's knowledge, in conformance with these Construction Documents and the applicable workmanship provisions of the 5ulidine Code to the Building Official, Architect I I and Structural Eneineer. I I I _. -, I 11 � ,,, 4. Inspection of work b� a Special Inspector shall not relieve the Contractor of an� Inspections b� the Building Official. Work inspected b� a Special Inspector but covered or concealed prior to Inspections b� the Building Official ma� be 1-1 11 �,_ , � - I I I I required to -be, exposed. - � - I'll 111'.11� 1 - - . : � I I I ,,, ,� _ 1" ,' 1 01430 SOILS INSPECTION: I 1. The owner " I I reta in the services of the Soils Eneineer, when such services are required, as noted in the INSPECTION AND 05SERVATION PROGRAM. 2. The Soils Eneineer shall inspect and document, in accordance with the Soils Report, the work of the Contractor. 3. The Soils Engineer shall furni.5h inspection reports to the Building Official, Architect and Structural Engineer as to the conformance of the contractor's work with the soils report and buildinG code. 01440 STRUCTURAL 055ERVATION: 1. The owner shall retain the services of the Structural Engineer, when such services are required, as noted in the INSPECTION AND 05SERVATION PROGRAM. 2. The individual desienated in the INSPECTION AND 05SERVATION PROGRAM, shall . I be responsible for observing the structural work on a periodic basis durine the ,_ course of construction. , �. " . -1 I . � 3. � The.Contractor shall coordinate, in a tlmel� manner, a pre- construct Ton meetIng. The, , � � I L I ' '� -, ,.' -, � I I ;%, , , , i I I � � , I - , I . , I _ , ? �� I I'll " , I., " I . -, meetino shall, include the Structural,Englneer';s desienee provid ing% per loci Ic '' I , � � � I - I 1-11 I I � 1., - , , � � I . structural observation,;the contractor, appropriate subcontractors, Special - Inspectors and other Interested parties. The purpose of the meetine Is to I Identlf� and ciarif� all essential structural elements and connections that affect the vertical and lateral s�stems, and to review scheduling of the required structural observations 4. The Structural Observer shall prepare written reports for each observation visit, I Including reports in a form accordine to the 5u1ld1nG Official's policies and . I procedures, of his observations and specifics as to finclines and recommenda t Ions. The report shall be signed and seated b� the Structural Observer. The Structural Observer shall furnish the reports to the 5ull6ine Official prior to his Inspections and to the Contractor. 5. Observation of the work b� the Structural Eneineer-of-Record or his designee is : I macle onl� to assist the Contractor in compl�lne with the Intent of the structural construction documents and as necessar� to afford the Structural Eneineer-of-Record an opportunit� to make a determination as to If, In his . professional opinion, the work observed was constructed in general conformance with the Intent of the structural construction documents. Observation of the work or the rendition of an opinion that it is in General conformance with the Intent of the construction documents doeo not constitute a warrantee, either expressed or implied, that the work is In fact In conformance with the construction documents or the Building Code. Observation of the work does not relieve the contractor, et. al. (that is, the General contractor, sub- contractors, sub subcontractors, _�'! 4"7� '� I I I �, __� I- � -, -� � - en,and others,,) -,or,�thelr reoponsfbilft�.fpr the qualft� of the work and for .1 I I -1 "Ill., r - 'I:"!- , :_ , I , .ma terla 1: �Im I T I �. , � _ ,� ,,,, ,,,I, " �, -,-, �111 I , -, r,- : I � 4 I I I tl� 'frements of the 5ulidine ,� t-,�, �," ,:1, , "I �. I ,,;"1' �,u,� I " 1 �,.':', " � � �, _ �, ,,,�� 1 I _iadhe Ing to,ths,, Construction. documents and e'requ � I I � 1, ., - . Code. - I I 1-11, '� - � I I- � � .1 �1_ _, _ ; �r _t_ z_�, � 1� I - _1 I ", - I,- I � �, - I , I ie>. Observation of the work b� the Structural Observer does not relieve the . Contractor from obtainine other Inspections, IncludInG but not limited to those of the 5uIIdInG Official, Soil Engineer or Special Inspector. Work must not be concealed or covered until each part� oblleated to make Inspections or observations has done so. An opinion lo� the Structural Observer that the work observed was constructed in General conformance with the Intent of the structural construction documents, does not obligate the 5uIldine Official to approve the work nor does it relieve the Building Official from his obileation to inspect the work. , 111, ; ,111111FJ11111r:7Ji--W 111111 ,111,1111 I �! i wl-,--�'.74W.1-�ii*73;lw,i,L4lipy-%4lll� iiii-I VIA` ... r-JO 'L I I illll��: 11, 02010 SU5SURI=ACE INVESTIGATION: 1. Foundation design is per soft report no. 10411-03, b� NorCal Eneinserine, I dated April 23,2003, The soils report is hereb� incorporated into these drawings. Recommendations made therein shall be complied with. 02350 CONVENTIONAL FOUNDATIONS: 1. The Contractor shall take all necessar� measures to full� protect adjacent properties. 1 2. All site and pad preparation, such as but not limited to, eradInG, compaction of the fill, pre -saturation, concrete slab bas preparation and vapor retarder installation shall be performed in accordance with the Soils Engineer's recommendations as included in the soils report. 3. The bottoms of footing excavations shall be level, clean, and free of loose material or water when concrete is placed. Over excavation "it be filled with concrete as for the Footings. Back fill "it not be placed until supporting foundations, walls, and slab have attained sufficient strength to support lateral soil pressure. 1 4. No pipes and conduits shall extend under isolated column rooting or under continuous wall footine unless specfflcall� detailed or approved b� the Architect and Structural EnGineer and the 5uIldine Official. 5. Finish Grade about the perimeter of the structure shall be such that rain and Irrigation water drain awa� from the foundation as required b� the civil drawings. 6. Vapor retarder (barrier) shall be Hfeh-Densft� Pol�ethylene plastic film and "It conform to ASTM E 1145, Water Val2or Retarders Used In Contact with Soil or ' Granular Fill Under Concrete Slabs. 1, Workmanship durInG the placine and finishing operations and protection during the curing of the foundations "it be such that the resulting cured concrete "Il,be . I free of slenificant cracks or slenificant vertical displacement. � ; � , 6. The Contractor shall arranee for observation of the work b� the Soils Engineer. Followine are requirements of the Soils Eneineer: a) All pad preparation and Footine excavations shall be inspected and certified In compliance with the soils report b� the Soils Engineer prior to plac'Ine of concrete or steel. b) A Certificate of Compliance reeuardine pad preparation and footing excavation) "it be submitted to the 5uIldine Official prior to his foundation inspection and a cop� of the certification "it be submitted to the Architect and Structural Engineer. BAI NO: 0 03230 REINFORCING STEEL FOR CONVENTIONAL FOUNDATIONS: 1. Steel reinforcine bare shall conform to ASTM A 615, Deformed and Plain 511let Steel Bare for Reinforcing Steel. Bare shall be Grade 60 except that No. 3 4 4 bare ma� be Grade 40. Bare shall be deformed. Mill certificates for reinforcing i . I I bars,,shall be submitt.ed,.to,the Building Official prforto,use, and to the Ar Itect, I I I � I � - , I � I 1, 11 .: 1 11 � I I - I � � L I e and,18tructural Engineer. : I � f I " I , � . I . I �1- I . , "I I I .. L I I I I � 1, I I I , I I I I 11 ; 2. Wire fabric shall conform to ANSI/ASTM A 165, Steel Welded Wire FabrIc,_PjaIn,_for Concrete Reinforcement. 3. Placement of reinforcing steel need not be inspected b� a Special Inspector. 03260 CONCRETE ACCESSORIES: 1. Anchor bolts, L-bolts, J-bolts, bars, and rods shall conform to ASTM A 3(:;)*l, Carbon Steel ExternallSi and InternallW Threaded Standard Fasteners. Threads ma� be cut Into full size bar stock or ma� be rolled threads. 2. 55T5-rm anchor bolts are Simpson Compan� products, Brea, California, (ICC report no. 41B35). Alternatives maS be used onlS with specific approval of the Structural Eneineer, and onl� upon submittal of a listing of hardware to be substituted. 3. Shot -pins shall be one of the following. Installation shall be in accordance with I i the manufacturer's recommendations. Alternatives maS be used onIS with -specific I approval of the Structural Eneineer, and onl� upon submittal or a listing of I hardware to be substituted. i a) Wilt! Compan� products, Tulsa, Oklahoma, (ICC. reports nos. 12SO and 2366; i �, I � _ LA. ,,C:I,t,S, report, no. 25a2). 1 11 I I I I L 1�.� 11� I, , � I �111 11 ,;�4�,,� '�.�, I". - � -, � x - �,�-_ �, � I � , �:. - - � , -� 11 � I - 1 � , � , ,,� �� I w 1 . .' I I I i b) ITW Ramset/Red Head products, Wood Dale, Illinois, (ICC reports nos, 114'1 i and 163,B). J 4. Expansion anchors (wedge anchors) shall be one of the following. Installation shall I -be in accordance -with -the manufacturer's recommendations. When noted on I J Construction Documents Installation shall be Inspected IOS a Special Inspector in accordance with Section 01410 of this specification. Alternatives ma� be used onIS with specific approval of the Structural Eneineer, and onIS upon submittal of a listing of hardware to be substituted. a) Wilti Compan� products, Tulsa, Oklahoma, (ICC reports nos. 12c3O and 23,55; L.A. Clt� report no. 2562). b) ITW Ramset/Red Wead products, Wood Dale, Illinois, (ICC reports nos., 1141 and 16313). c) Simpson products, Wood Dale, Illinois, (ICC reports nos. 1141 and 163,B). 5. Concrete screw anc,hors (large diameter anchors) shall be one of the followine. Installation shall be in accordance with the manufacturer's recommenda t forts. When noted on Construction Documents Installation shall be inspected IOS a Special , Inspector in accordance with Section 01410 of this specification. Alternatives ma� be used onIS with specific approval of the Structural Engineer, and onl� upon submittal of a listing of hardware to be substituted. a) ITW Ramset/Red Wead products, Wood Dale, Illinois, (ICC reports nos.. 114-1 1 - I 61 11 I I I � and 163e). I I � � � I I �: � � I �, �L, 11 �, � I � , , , , , . 1, I , 11 � � - I I I I I : I � � , 1 7 1, '� ." L . , I I � I I , , � � , � ., 3 � , - , ; � 11 I � �, �, : '�,, , , , ,, ,� �,�; � � '11, I � I I I I I , , ,, � '.. , � ,� � � I � - � I I I � I I I � I I � f I � y , - � I I � I I -11 - L � I � 1, I . ,,, i , L , � , Z . �� b) Simpson products; Wood Dale;_[Ilin(:�16, (ICC repor a n66.1141-an`61 163,B). - ' ' ro. Adhesive anchors (epoxS and vin�l anchors) shall be one of the following. Installation shall be in accordance with the manufacturer's recommendations. When noted on Construction Documents Installation shall be inspected IOS a Special Inspector In accordance with Section 01410 of this specification. Alternatives ma� be used onl� with specific approval of the Structural Eneineer, and onIS upon submittal of a listing of hardware to be substituted. a) Wilt! Compan� products, Tulsa, Oklahoma, (ICC reports nos. 12130 and 2365; LA. Cft� report no. 2552). b) ITW Ramset/Red Head products, Wood Dale, Illinois, 0CC reports nos,, 1141 and 1631B). c) Simpson products, Wood Dale, Illinois, (ICC reports nos. 114*1 and 163S). "I. Manufactured hardware shall be Simpson CompanS products, Brea, California, (ICC report nos. NER 3133, NER 4ro'Bi LA. CitS report no. 2461a). Alternatives iyia� be used onIS with specific approval of the Structural Enelneer, and onIS upon submittal of a listing of hardware to be substituted. 8. Steel field and shop -fabricated accessories shall compl� with Section 05120 of 11 I , - - -, 11 �, ", � � �, . i '. , I , � I " � this specification. I � _ I - - . I �, I 1� I I I I I � I � . 11 I ,. "' I I I I �, ", _,_ , L� f I � �,. � I I �', � j_:� � ,� � , "Irl, I I I I I , � � � . � �, 11� I I � _'� 1, � � , I � 1� I I � � , , _ 11)ZI ,� I i . e I I , s � ' ' I � 11 I 11 I I 1-1, '�'-The�r'oLdK�3r"�ha'll-retain�-ia- Special lne�t!�dtor'(R&.tfe�t6K,td'r->6iputs�-lf),6p-e'dtci��L; -T`he� '!I S. Inspector shall have a valid certificate of reelstration or license issued b� the Building Official. The Inspector shall observe the work of the contractor durIne the Installation of the reInforcine bar for conformance with the applicable IC50 Report, the manufacturer's recommendations, and the applicable workmanship provisions of the building code. The Special Inspector "it furnish Inspection reports to the Building Official, Architect and Structural Engineer. All discrepancies in the work shall be broueht to the Immediate attention of the contractor for correction, then If un-corrected to the 5ulldine Official, Architect, anal Structural EeIneer. The Special Inspector shall submit a final slened report stating whether the work requiring Special Inspection was to the best of Inspector's knowledGe, In conformance with the approved construction documents and the applicable workmanship provisions of the 5uIldine Code to the Building Official, Architect, and Structural Eneineer. Inspection of workb� a Special Inspector shall not relieve the contractor of anS Inspections bs the 5uIldine Officia 1. 03300 CONCRETE, CAST IN PLACE: 1. Cement "it conform with ASTM C 150 4 C 51B5, Eortland Cement 4 niended �!Qdraulfc Cements, I - 2. Fl� ash or pozzolans, if used, shall conform with ASTM C (618, Coal FIS4 or Calcined Natural Pozzolan for Use as a Mineral Admixture in Con6rat . Usaee shall not exceed 25 percent, b� weleht of the total of the cementitious materials. When pozzolans are used to Mitigate the effect of sulfate containing soils the� shall be of a.t�pe that has demonstrated such ablllt� b� test or service record. 3, Water shall be potable and free from deleterious quantities of acids, alkalis, and organic materials. Sulfate (504) in water shall not exceed 150 parts per million. 4. AGeregate shall conform with ASTM C 33, Concrete Aggregates. The nominal maximum size of course aGeregate shall be not larger than an� of the following: a) One -fifth the narrowest dimension between the sides of the form, b) One third the depth of the slab. c) Three fourths the minimum clear spacing between individual bare or bundles of bars. 6) I inch. 5. Admixtures containing calcium chlorides shall not be used. 6. The Contractor shall retain the services of a qualified licensed eneineer to provide a Concrete Mix Desien for each Class of Concrete to be used. The engineer shall sign and seal the mix designs. 1. Concrete Mix Desfens used shall have the following properties and be subject to the listed qualTt� control procedures. a) Streneth, slump, testing, and Inspection of the concrete shall be: I I Concrete Usaee Schedule. ; Class 28 Da� Maximum Specia I Inspector C�Ilnder (Use) of Con rete Min. StrencIth Slump required Testing required i Floor Slab on Grade. 2500 PSI 4 in. Not required. Not required. Continuous Footines. 2500 PSI 4 in. Not required Not required Pad Footings. 2500 PSI 4 in. Not required Not required Note: The maximum slump of the concrete ma� be increased b� I inch when the concrete is hand consolidated. The slump Given to based on mechanical consolidation. 5. Manufactured hardware shall be one of the following. Alternatives ma� be used onlw with specific approval of the Structural Engineer, and onl� upon submittal of a W I listing of products and sizes to be substituted. a) Ime)son Compang produ ts 5r a California: �sh and Ra I I / WWPA or WCL15: California Lumber Inspection Service - n11L ICG Report NOS. L.A. Cltq Ke0ort NOS. 1211 . 5313 5611 NER 201B - RR 2209Wo " RR 2514S RR 25356 3631 5328 5612 NER 3133 RR 24662 RR 25156 RR 25421 4546 534c3 5(083 NER 413 RR 24816 RR 2 5165 RR 2545S 4IB35 5351 5106 NER 421 46S 41345 5465 510S NER 422 5OeO 5531 511BI NER 432 RR 25064 RR 2521S 5111 56413 51c34 NER 443 RR 25014 RR 25281 5266 5655 5624 NER 46S RR 25016 RR 252cJ3 521E7 59>56 5IB52 NER 4cJ1B RR 25111B RR 25300 5211B 5ro'lo RR 25120 RR 25318 BODAV �,,, Pacific Lumber Inspection Bureau, Inc. in 0 1 KUU I UKIAL r_1NU1INr_r_K0 Redwood Inspection Service. K COSTA MESA - LAS VEGAS - LOS ANGLES - PHOENIX - ROSEVILLE - SAN RAMON Timber Products Inspection West Coast Lumber Inspection Bureau 1E %, CA71RPORATE OFFICE: . I : Western Wood Products Association 06 I I 555 Anton 15oulevard, Suite 650� 11 Alberta Forest Products Association I A.EPA? Costa Mesa, California S2626 � I I I NLGA- California Lumber Inspection Service JU (114) 513-1500 Telephone 1. Canadian Lumberman's Association 0 1:A (114) 513-1555 Facsimile Canadian Mill Services Association 4% Cariboo Lumber Manufactures Association EL E-Mail. webmall-sborm.com Central Forest Products Association LIFIr 11111,1111borm.com b) USP Structura I Connectors, Montgomer�, Minnisota: Interior Lumber Manufactures Association Id I Macdonald Inspection a ICC Report Nos. LA. CItt4 Report Nos. ES ER-2031b ES ER-5531 RR 23-866, RR 25332 ES ER-2125 ES ER-5634 RR 25104 RR 2533'1 ES ER-3613 ES ER-5664 RR 25263 RR 2535'1 ES ER-5125 ES ER-5100 RR 25303 RR 25361 ES ER-5321 ES ER-5,136 RR 25301 RR 25433 ES ER-535ro ES ER-5164 RR 25325 RR 25434 SER-5630 RR 25321 Maritime Lumber Bureau L Northern Forest Products Association C'Un Ontario Lumber Manufactures Association 01J4A* Pacific Lumber Inspection Bureau, Inc. It Quebec Lumber Manufactures Association 4 4. Lumber shall be dr� and well seasoned, and the moisture content shall not exceed IS516, at the time the structure Is wrapped. All lumber shall be air -seasoned not less COPYRIGHT 2003, BORM ASSOCIATES, INC. . than 30 cla�s before being covered with finishing materials unless tests are made ALL RIGHTS RESERVED 6. Machine bolts shall be of metal conforming with ASTM A 301, Low Carbon Steel of Its moisture content. ExternallS4 and Internalig Threaded Standard Fasteners and shall conform with NOTICE AN614451`�`!E 5 162.1, SQuare and Hex Bolts and Screws (Inch Series). Washers "it 9 5� All wood restine on or abutting to concrete or masonr� (mud sill) shall be THESE DRAWINGS AND SPECIFICATIONS AND THE . be used under all bolt heads and nuts bearing on wood. Machine bolts "it be preservative treated. All wood embedded in concrete or in contact with soil IDEAS, DESIGNS, AND ARP.4W_-eMENTS REPRESENTED ., installed in accordance with the following: "it be preservative treated. In so far as practical all working of the wood "it THEREBY ARE AND SHALL REMAIN THE PROPERTY OF BORM ASSOCIATES INC. AND NO PART THEREOF Machine 5oltine Hole Schedule: be done prior to the preservative treatment. All treatment shall be in a plant SHALL BE COPIED, DISCLOSED TO OTI-Eft, OR USED I 1, I I � . I I I � except that� cuts ma� be field treate.d. Cuts penetrating into the treated zone of � IN CONNECTION WITH ANY OTHER WORK OR PROJECT . Bolt I � � I � � I �, I Hole I I � . : � 1 the wood shall be field treated �when theti would result In the cut surface resting OTHER THAN THE SPECIFIC PROJECT FOR WHICH'THEY � Diameter Through Wood on, abutting to or being In contact with Co'ncrete, masonr� or soil. After 44AVE SEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF BOW ASSOCIATES, INC. 1/4 Inch IB/32 inch Installation, exterior exposed surfaces "It be protected with a minimum of two VISUAL CONTACT WITH THESE DRAWIN636 OR 3/6 Inch 13/32 inch coats of sealer. Framing or dr�wall "it cover interior surfaces. Treatment "It SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE 1/2 inch 'Bllro Inch be as follows: - EVIDENCE OF THESE RESTRICT[ONS. 1 5/6 Inch 3/4 inch 1111ro inch 1311ro inch a) Plant treatment: Solid framing lumber required to be preservative treated WRITTEN DIMENSIONS ON THESE DRAWING38 E44ALL . . 1 HAVE PRECEDENCE OVER SCALED DIMENSIONS. T/a Inch 15/16 inch "It be plant treated in accordance with American Wood Preservers CONTRACTORS 1-2-HALL VERIFY, AND BE RESPONSIBLE I Inch I 1/19, inches Association, AWPA Standard C-2 Lumber, Timbers, Bridge and Mine FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. 1. Lae screws shall conform with ANSI/ASME 5 182.1, SQuare and Hex Bolts and Ties -Pressure Treatment. Wood product panels required to be preservative I.i I- � I I I— I _J -4 .LI^ A— Ill ._J =. THIS OFFICE MUST BE NOTIFIED OF VARIATIONS FROM THE DIMENSIONS AND C40NDITIONS SHOWN BY THESE Screws (Inch Series). Lead holes shall be bored Prior to Installation for the full V =0;1= 0 = f_1 QTI 6 V =0 6 I" ca r.A.10PI cl"r�= W1 WI ca" WW =CCR VF =1 0 RAWIW--h. I I- r I-- I I- I It"t- " _.J _J IL I- I I- I I -nil I_ ..4 T Association, AWPA Standard C-S, PIS4wood -Preservative Treatment. Treatment i b) Water -cement ratio, cement t�pe, and pozzolans shall additionallS conform to � the following for concrete used in floor slabs -on -Grade and foundations. I I Requirements for Concrete Exposed to Sulfate- i I I Water Soluble Sulfate(504) i . 4� t t Ints Maximum Water- 28 DaS I In Soil, sulfa,. Cemen (4 i ASTM C 1*5(5 Cement Ratio Min. Strength i Percent loSj Weight 1=x0osure I _ i 0.00 - O.lz:) - NeGlielble it or V -I— 0.65 __ i ii a) The concrete mix desien shall be such that the resulting cured concrete shall i be free of afenificant cracks or slenificant vertical displacement I i i 6) The concrete mix design shall be such that the resultine cured concrete a , t 26 1 � i , to 42 daSs of aGe,&ha 11 � have a water soluble chloride lon(Cl) content In- , . i ; i I ! � i concrete of no more than �030 ercent IOS wel ht for conventiona% . �; � P, 9, � ' � , I � I reinforced concrete. i � i � 6. Concrete shall be mixed and delivered in accordance with ASTM C S4, ReadSj-MIxed Concrete. 91. TestIne of Concrete - a) Tests need not be made as noted above provided the total quaIntIS or concrete placed Is less than FIRS (50) cu. �d. In place of the tests, a Letter of Certification shall be furnished b� the Material Supplier to the 5ulldine Official, Architect and Structural Engineer prior to deliverS of the materials to the job site. The letter shall assure that the concrete will have the strength specified. to. CurInG. Concrete "it be maintained above 50OF and in a continuousis moist condition for at least seven (1) daSs after placement. 11. Minimum concrete protection for stressine tendons and reinforcing steel shall be as follows: Stressing Tendon and ReInforr-Ine Bar Cover Schedule: Condition Clearance Z T-7496A=LO an exposure durablllt� of Exterior Grade, except that roof sheathine exposed onl� on the underside need onl� be Exposure 1. The spacing in inches of roof and floor supports over which panels are applied shall not exceed the Span Rating of the panels. The number of pl� and la�ers shall be at least that Given below. Alternative Grades, thickness, indices, species and Grading aeoncies ma� be used onl� with specific approval of the Structural Engineer, and onl� upon submittal of a 53050 listine of Grades, thickness, indices, species, and Gradine aeencies to be substituted, I I Note. Round washers that are T�pe A Plain Washers, Wide (standard plate) I wood Panel Grade Schedule. I I Minimum CAUM1K(&P=VUL.GFMK# I — conform with the above dimensions. - Product Panel Grade Pl� 4 Exposure JL nu n U Lill V 21 2% rcy Cast aga-fnst�ancl permanentl� exposed to earth. I I � I -, I '. 31k Cast aeafnet forms, exposed to earth or weather: % through Oil bare (ISmm through 3romm); 211 S bare (Iromm), and smaller, Stressing tendon. 1-1/21, 1 , I I _ " � I - "I I I _ . �- , I - 111 I I , I 1- �", _.� Cast against forms, not exposed to weather or in contact I with Ground- _�, ': � 011 bare (113mm) and smaller. in slabs, walls, joists. 3/411 Oil bare (I'Bmm) and smaller. in beams, Girders, columns. 1-1/21, Stressine tendon. 1-1/211 -11, I I I I - , 111 , . . I , - I I i . I ,� �. I I I _ I— , ��. " 4 - _�� , ,,�,� �� � I 'a. SIDS screws shall be Simpson 5tronG-DrIve@ wood screws as manufactured bs �11'��e — , I,- --use I tandard-, _1 __ Roof sht'e: Pe 1, 1=6 2 . I At9ok or, I EC-0 � 11 Lager, , g�urabtlivq I _11111-1-i -Gro-up '' ' ' - '' Rated Sheathinc; or - - 3/3 Exposure I Simpson Strong -Tie Co, Inc. Dublin, California ([CC report no. 5268 LA CitS 252al). Sheathing Span� ARCUTECT: Alternatives maS be used onIS with specific approval of the Structural Eneineer, and onl� upon submittal of a listing of products and sizes to be substituted. Wall sht,e 3/811- PS 1, Ps 2 Rated Sheathing or Sheathing Span (1) 3/3 Exposure I Bloodgood Shar . - ,, � - , , , , , , , , ', " 1. I ' � I I , - ", �-�!-, ,� �, - ,.,- �', -� -� , -,,,,,,,-� � --- � � �_ -_� ,� ; - � - I I , 11 _� __ - , ,,. 7; -ZIAC i ,t, "I - I'll � ,,, _ I � I � � -I I I :1-, , I ,_ �x',-�- � :W a,11, sht ,e 15/3�-";,, � PS 1,��PS� �2_-_, .,,-, , �, I I - 11 Rated Zheath Ing,,or �"� -�4/3� 1 I 11 -- -1 - .- -� "ExInin.& ,�e I! � -, -, - _ —, 4r - I I , I � r _ �' ,,�,-- � _-��l �, "� �,-,, Buster Architect,, , � 10. Screws for attachment of wood framinG to wood framing shall conform to r ::;,hea thing Span (1) S ANSI/ASME 51,51o.] Wood Screws (inch Series) except that dimension maS be In I Plating stock. FES I onis Structura I 1 5/5 Exposure I SHMT compliance with the ICC report. Fasteners when installed shall firmIS clamp material together. Fasteners shall be one of the following. Alternatives maS be used onIS Footnote-, with specific approva I of the tructura I engineer, and onl� upon subm1tta I of a (1) Panel grade shall be Structural I where specificall� noted in Shear Wall listing of products and sizes to be substituted, _"�14 1 DIVISION &S U10010 ISAI NO: DIV& 0&050 FASTENERS AND SUPPORTS: =rf�j;. r—, ;. a �6 C', A.. 16 =0 = F.WC.416ILWfl LWT Q�� LW 6 ;2 K10=1 6= " Its lead hole b� turning with a wrench, not b� drivine with a hammer. Soap or other - shall be appropriate for the location of the wood being either above Ground lubricant shall be used on the screws or in the lead hole to facilitate Insertion and or !@round contact. Treatment shall be with Ammonfacal Copper Zinc Arsenate prevent clamaGe to screw. In determinine the penetration or the threaded portion (ACZA) (Chemonite) or Copper Boron Aloce (C5A) (Wolmanized Natural select) of lag screw Into a member, the reduced portion (threaded or Gimlet point) of the A Grade mark indicated conformance to the treating standard and the t�pe of � shank shall not be considered as part of the penetration. Washers shall be used treatment shall be affixed to the material. The inspection agenc� shall be under all IaG bolt heads and nuts bearing on wood. Lae bolts shall be installed In independent of the treatine plant. The inspection agenc� shall be under the accordance with the following: supervision of the American Wood Preservers Bureau. Inspection shall be in accordance with AWP5 LP, Standards. Lae Screwine Schedule- Bolt Hole For Hole For b) Field treatment: Solid framing lumber and wood product panels required to I - Diameter Unthreaded Shank Threaded Shank be Preservative treated shall be field treated with copper Naphthenate 1/4 inch 1/4 inch 5/32 Inch Solution containing a minimum of 2.0% copper metal. Application shall be in . I 3/8 inch , 3/6 inch I - I I , I " 1� : � � I � I I � � I Inc � 15/64 � oh I I � accordance with the manufacturer's directions, � � . : , I I � I � �, I � 1 1/2 inch 1/2 Inch � � 511ro fInch � $ 1 ; ,� I i� � � 1 I ; I � v 5/0 inch 5/6 Inch I 13/32 Inch 6. Wood product panels (pl�wood, composite panels, wafer board, oriented strand ' ' . 3/4 inch 3/4 inch 1/2 inch board, structural particleboard) shall be in conformance with U5C Std. No. 23-2, '116 Inch 1/8 inch 3TI/64 Inch based on US. Product Standard P5 1, Construction and Industrial Plgwoo or shall I inch I inch 23/32 inch conform with U.S. Product Standard PS 2, Performance Standard for Wood-15ased Structural -Use Panel as noted below. A Grade mark indicating conformance to I 8. Round washers shall be ANSI/ASME 5 10.22.1, plain Washers. Square washers shall be the appropriate standard shall be affixed to the material b� an independent of mild steel. Washers shall be used under all bolt heads and nuts bearine on gradInG agenc�. Gradine shall be performed b� the APA - The Engineered Wood 1. Ml,�11111i p % To &N ETS FOR ALL wood. Machine bolts shall be installed In accordance with the following: Association, Tacoma, Washineton, (IC50 report no. NER QA3'3'1) or b� Timberco, Inc. NOTES A%V SPECIFICATIONS . I Washer Schedule: dbz, Teco, Eugene, Oreeon, (IC50 report no. NER Q,4135). Panels which ma� have . an edr, or surfa e permanentl exposed to th weather or to moisture shall have Bolt Diameter Washer Inside Dia. Round Washer Outside Dia. Round Washer Thickness Square Washer Side lencith Square Washer Thickness 114 inch 511ro inch 3/4 inch 111ro Inch - 3/6 inch '1/16 Inch I Inch 5164 Inch 1/2 inch S/16 inch 1-3/6 inch 5/64 inch 2 inch 3/1& inch 5/a Inch 1111ro inch 1-3/4 inch 13164 inch 2 -1/2 inch 114 inch 3/4 inch 13/16 Inch 2 Inch 5/32 inch 2 -3/4 Inch 5/16 inch 1/a inch 15/16 Inch 2 -1/4 inch 11164 inch 3 inch 5/16 inch I inch I 1116 Inchoes 2 -1/2 inch 11164 inch 3 -1/2 Inch 3/6 inch 3. Lumber eradInG aeancies shall be - Lumber Grading Agencies Schedule: W r__. a) Quick Drive WSNTL Wood Screws, Quick Drive USA, Inc. Calvert, Tennessee (ICC 1. Shear wall installation shall be perlodlcall� inspected b� a Special Inspector when . I report no. 5053). special inspection is noted on the plan. Followine are requirements of the Special . I , . b) Grabber Brand "Pl�wood Screws", John Wassner Associates, Inc. Concord Inspe tor: , California 0CC report no. 52,50). 9L 1W 1. Generic nails shall be of steel wire and conform with ASTM F 1661 standard SQecIFIcation for Driven Fasteners. Nails, .5pikas, and Staple . All nails shown on the drawings , and not specified otherwlse,'shall be sinker or common nails. Sinker, box or other configuration of nails ma� not be substituted for common nails when common nails are shown on the drawings. Paslode nails shall be substituted for joist haneer nails of the same size. Paslode nails shall be manufactured b� ITLLJ Paslode, Vernon Hills, Illinois NCC ER-511,B). . 2. Pneumatic nails ma� be substituted for Generic nails provided the� are of the same dimensions as Generic nails with the exception of the nail head. Pneumatic , ,1 nail dimenslons �ma� be larger in diameter than'.2eneric nails 1p�,up to the,size,of a, � I " � , I 1. I � �, 1 1 , , ' : 1'�,:!, Common nail within, the. same penn� weight ela&0-1c,ation.' - The",hdad,ma�, in 'Addition' I I I I � I - I I � ' ' ' I I � - 'or �m dirled � I 1, S I ` : t � Ha - ed � - 6 t,o-beInG bf,a standard -pliameter ro6nd-heacvt pe, 6e'a -s p round -head. Pneumatic nails shall be ICC approved, 3. Nail sizes shall conform with the following table. When necessar� to prevent splitting of the wood, a prebored pilot hole shall be drilled. . � - - � . � 114011 VIL= Vr.;r=CAUI=: Size 4 Name Na I I Lenoth I Wire I Dia. Wire Gauae Head Dia. Pre -bore Drill Dia. ad Joist Haneer (Simp. NO) I-IT2" .131 " 10 - J*74 261" ad Paslode I- 1/2 " .131 " ad Rine Shank 2-3/a" .120" 11 .2c3l " ad Common 2-1/211 .131" 10-1/4 .281 " 106 Joist Haneer (Simp. NIO) 1-1/211 .14811 S 312 " 106 Paslode 1-1/211 .14all loci pl�wood 2-1/411 .148" C3 31211 loci PI�Wood Rine 2-3/a" ,135" 10 312 " loci Common 311 .14all S -312 " I(od Joist Haneer (Simp. NI&) 2-1/211 .16211 a 34411 I(od Paslode 2 -1/2 " .162 " 166 Short (Framer) 3-1/4" .131 " 10-1/4 261 " I(od Box 3-1/211 '1351, 10 344" 166 Sinker 3-1/411 .146" S 344" Irod Common 3 -1/2 " .162 " a 344" I/all or no. 30 drill Gage 20d, Box! � 1, �, - I I I I _11--111 4 It I I ,.14611 � I - cb - I 11 111. I I � - -,�11511 , � , 1 � . - I I . -1 � I _; - I . .1 � I - � I - - � , � � I . "I I I 206i�Common, 7'r .,,,i �-,-, , z�,, �') ,,- ,I, �, � � I I 11 1, I I ,41,1 -� 1�1, � �� I " .1132 11 -� I � �, , & �, , .1 I � . 1� � ;� .4409": " il ,� c I , � � G Alee V,p I or -nq.,,30, dri I I ' " � I 206--6, 1 ' 'fmP6on-,N2OA Ring- �� �:, --I - 3/4 " I .IS2 " - & - - - .406-1 1/8" or -no. -30 drill -q&Ge 1 206 Simpson N20AN, Rine 2 -116" .le2 " ro AO& " 116" or no. 30 drill GaGe 406 Common 511 .22511 4 A&S11 111ro4l'or no. 15 drill Gage 50d Simpson N54A. Rincl 2 -1/2 " .250" 3 3/16" or no. 14 drill GaGe a) He shall verIfS the lumber species, grades and wood product panels used. 06100 ROUGH CARPENTRY: b) He shall verlf� that the materials used are properl� stored and prepared for fit SPECIFICA'"IONS 1. Solid framine lumber shall be graded and marked in conformance with Western use. Wood Products Association (WWFA), Standard Grading and Dressing Rules or with c) He shall verlf� that moisture content and condition or the wood framine Is West Coast Lumber Inspection Bureau (WCL15), Standard Grading Rul-es for West appropriate. Coast Lumber or with National Lumber.Grades Authorft� (NLGA), Standard Gra Rules for Canadian Lumbe as noted below. Grading shall be performed b� an d) He shall verIN that construction details, procedures, tool calibrations, and I aeenc� certified b� the American Lumber Standards Committee, Germantown, workmanship are in accordance with the Construction Documents and 5ulIdIne Mar�land. Alternatives lumber Grades, species and Grading aeencles ma� be, � Code. � � - - I 1� . I � '' - . I I I I I I I ISWED RM.- I 11 I I .used onl�,wfth specific ap - IV � � 11, f . n � _ I . proval of:sthe StructurA,lEneineer,.and,lon � , upo , 11 . I 11 � � I I � , �, - -, �� � submittal', listine lumber Grades,'species and Graolin � " �' . � p � � _ ,G.4eencle6 -to Ie� substitubicE � I I I I .11 � - 11 � . ., .e),, , :ertfflcatt� of� Insp6ctforf,, shall lbe, fur I the � , � I - nished, b� the 6pecia I Inspect 6r,to A C � . " I I � . I I � I � I - ` I � I � � � 1, ,,,,;, � , ' I . I , ; I 5uildine 0fFIcIa I'prfor -to, hi's Ansp6etion and�'to'the Architect and Structural' I I . 11 � I " , ', �, I I I � , 11 , , I I I "FRELIMINAR"r - , 11 � I I I I I (F,M) O_t�",-2e-p.�. � I 11 2. Lumber species Grades, Includine pressure treated lumber shall at least be: Engineer. A 5DC. (RB) 06-21-03 Douglas Fir GraclinG 0611BO WOOD TRUSSES, LIGHT METAL PLATE CONNECTED, FOR ROOF SYSTEMS DESIGN A . I Use G - � . - . - i rade ma.rk . I - . ,� i _. . Rules. _ .__ . . - BUILD: I ,, A ,4X4+ OLUCAO -Z) TM;M:'L In nm:iF. . ur iwob: I..01UUEjiao mr-L-arr.on c.nur-A .jrn wwr_p" ur- W�.W&_I;;;� 1. Materials , manufacture, fabrication, and quallt� control shall conform to ANSI/TPI I A 2x4 studs more than 1B feet in height: Douelas Fir-Lardh Const. or #2 WWPA or WCL 15 National Design Standard for Metal Plate Connected Wood Trusses A 2x(o studs S feet in height or less. Douglas Fir -Larch Stud WWPA or WCL15 2. Steel metal plate connectors shall be ICC approved. Steel metal connectors shall 2xro etude more than 1B feet in heieht: Douglas Fir -Larch 02 WWPA or WCL15 be Galvanized. Galvanizine "It conform with ASTM A 653, G-60 coatfne. A - 2x5 4 deeper studs: Douelas Fir -Larch 02 WWPA or WCL IM 3. Lumber species for top and bottom Chords shall be Douglas Fir-Larc*t Alternates A 2x4, 3x4, 4 4x4 plates: Douglas Fir -Larch 02 WWPA or WCL15 ma� be used onl� with specific approval of the Structural Engineer, and onl� upon A ��, - 2xro, 3x(o, 4x(o 4 deeper plates: Douglas Fir -Larch Const. or 02 WWPA or WCL 15 submittal of specifics to be substituted. A 4. The manufacturer shall retain the services of a qualified licensed eneineer to 3x4 4 4x4 etude 4 posts: Dounlas Fir -Larch Const. or 02 WWPA or WCLI5 clesign the trusses and their hangers and supports. He shall sign and seal the A 4xro 4 deeper studs 4 posts: Douglas Fir -Larch 02 WWPA or WCL 15 truss design and placing drawings. The truss manufacturer shall be responsible for &xro 4 lareer square posts- Douglas Fir -Larch 01 WWPA or UJCL15 the adequac� of the design, &x6 4 larger rectaneular posts: Douelas Fir -Larch 01 WWPA or WCLl5 5. The manufacturer shall have a Quallt� Control Inspection AeencS, approved bS the 0 A 5ulicline Official, attest to the trusses manufacture In accordance with the ICC STAMP: i � I ., 12x4, joists 4, rafters. _ , _-_ Douelas, Flr-,Larch_� .1 I , qr ,, W(;�L 15 , - � I 11 f, I I 1� - -, -. �, - . -, I � - _� � 1 1*1:��117�� ;��;�_�l , - I _ I � - � , � , , - " I , , � � , - . ,f I � ,WWP,�� _ : 1� , , �� . I 1, " I I., - - I I , approval for the metal plate connectors. I . I I I I � I - , ' � f - I I .1 11 � _,' , '' , I I I '' � �': ,-', - 4 � ',, I � -1 I I , I ` -- " - �-,, ��'-�,�,J I � I I I "I I I � - I - I - I _-_�- � � , 1: _' - � I I I.- 1 I � � , I, i , A; -1 I � � " , I 11 1� I A, , � �' .�,,, - � , , ,�,- ' �� , Doucilas Fir -Larch 02 WWP I I ", � I �, �. �� ,� �', ��:'�2x&.�..4%�d6eper Joists � 4 � r:a Fters , �, I I A or ��WCLIB I � �! I 1�. 1, I - I �!! � ,,, I I � - I , - I ,j ,�', ",'- I I I . T � 11 '' I . � . - 1, . '&, The manufacturer shalt design, for -'and speclf� all Fasteners, hangers, and hardware-""-' I 0 ESS/0% ' - _��, .I --,--,-- I - 4xro to 4xI2 beams: Douelas Fir -Larch 02 WWFA or WCL 15 / N � J , 4xI4 4 4x16 beams: Douelas Fir -Larch 41 I WWPA or WCL15 that support the trusses. R1 WI/ I . - - I - 4 - f- � I . I - - . I - - I - .- - I- "I I .I h I 1� A ___ .,��, ,�J 1. Installation of trusses in the structure shall be in accordance with the more - -.0 4. Adhesives used to attach floor sheathing to framing shall conform with American Pl�wood Association Specification AFG-01, Adhesives for Field-Gluingi PISJwood to Wood Framing. The Adhesive shall be certified as conforming to AFG-Ol 6� a testing agenc� approved b� the Building Official or accepted bg the Federal i Housing Administration. Adhesive shall meet the requirements for wet condition of 11 service. Alternatives ma� be used onl� with specific approval of the Strulival � Engineer, and onl� upon submittal of a a listing of adhesives to be su OWMEW 11011i �, ��I�, ,�_I_ - �r�, �111�. I---=,-- , - , I __1 - - __�,_ restrictive of the manufacturer's directions or the Construction Documents. C-D No. 37096 r" It UJ r" 11 = p. /30/04 =0 a. Bracing, brideinG and blocking of trusses shall be in accordance with the more . restrictive of the manufacturer's directions or the Construction Documents. \ . IV\\- ,, thereto the following Information loca on the face of the bottom cjiord. a) tit o he � manufa tits ,� , e , ma b) The deal to d es c) T of trusses. 7 of 01 11 Trusses shall 8 C. 0 r1s, J, __ IiII111111il I J� I V ffixed within 2 feet of the center of t $pan partitions. OF C AXL. 5,41 NO. : 52a5 CAD NO. : 5265-SN DRAWN 5Y` -, RM F�NCzINEER -. EA SCALE : 1/411 = 11-011 64T NO. SN2 ,-----\� BORM 2x8x D.F. STITC ROOF 151f, "ar LEGEND: x (04 2 x l1MI SPAR IONS ONLY) FRAM in 7M STRUCTURAL ENGINEERS COSTA MESA - LAS VEGAS - LOS ANGLES - PHOENIX - ROSEVILLE - SAN RAMON Ct� OFFICE: 555 Anton Boulevard, Suite 550 Costa Mesa, California 92626 (114) 513-1500 telephone (114) 513-1555 Facsimile E -Mai 1: webma i leborm.com WWW.borm.com COPYRIGHT 2003, BORM ASSOCIATES, INC. ALL RIGHTS RESERVED NOTICE THESE DRAWING AND SPECIFICATIONS AND THE IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF BORM ASSOCIATES INC. AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY OTHER WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF BORM ASSOCIATES, INC. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON T14ESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. THIS OFFICE MUST BE NOTIFIED OF VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. ROOF iRAMING P N (ft-F-0 "Chi: PRELIMINARY (RM) 05-29-03 ABDC. CRB) OS-21-03 A 0 A A A 0 0 A A STAMP: BA I NO.: 5255 CAD NO.: 5285-52-ROF DRAUN eY : Rl" 1 ENGINEER : EA SCALE : i%" = V-O" &;t NO. 52 PAINT W/ CURING COMPOUND GREASE ONE END OF DOWELS FROM AS BOND BREAK BEFORE JOINT TO DOWEL END. ALL GREASED GRID PLATEC30�T TO ADJACENT SLAB IS POURED DOWEL ENDS TO BE AT AM E SIDE FOUNDATION PER OF JOINT . T*r f=. DETAIL6) I %NNN 5LA5 Off! GRADE --' OPTIONAL COLD JOINT GRID ------- P.T. SILL PLATE, BOLT ° ...:.�...:.�. ..._... 4.:.:.._... TO FOUNDATION PER ° a SEE PLAN FOR REINF 1' �!4" SMOOTH DOWEL BARS AT TYPICAL DETAILS -- �- 12 OC W/ DIAMETER = 1 /8 x t --� t I a d, Q I I { (= CONSTRUCTION JOINT FLUSH AGAINST UNDERSIDE OF (2) # 4 CONT. a PERPENDICULAR SLAB REINF METAL OR PREMOLDED JOINT STRIP PATIO/SIDEWALK/ FINISH GRADE SLAB ON GRADE � Q ' •� : d. Q 4 �' " ° (2) #4 CONT. CONCRETE SIDEWALK PLACED FLUSH W/ SURFACE WHEN SLAB IS POURED OR 1 8 " SAWCUT / . 4 Q O , a .4 a #4 '5 AT 12 �� cc SLAB ON GRADE I ° -4- �, CONTROL JT TO BE FILLED W/ MASTIC �. �, a.. c� a. 4 E/W AT 50TTOt z x x x x Q �. �, • d x x x x x x \ NIN \INZ \\ \\ \` \ \� \� \\ e 4 a a' Q z » AT 12 OC EACH / #4 I ° WAY EACH FACE SEE PLAN FOR REINFJ CUT 1 %2 OF REINF CROSSING --- #4 AT 12" OC HORIZ. & 00 CONTROL JOINT CONTROL JOINT -, #4 AT 18 OC VERT. � � 3 ` CLR. 3 C -, NOTES: .R.co 1. REFER TO PLAN FOR SLAB THICKNESS AND REINFORCING. , � ��� � UJIDT�!PER le '�-�� / 2. CONTROL JOINTS TO BE SPACED AT 15'-0" OC MAX, EACH WAY, UNO. RATIO OF DISTANCE FOUNDATION (2} #4 CONT. FOUNDATION (2} #4 CONT. BETWEEN CONTROL JOINTS IN EACH DIRECTION FOR A SLAB PANEL SHALL NOT EXCEED 1.5. CONSTRUCTION JOINTS PER THIS DETAIL SHALL BE CONSIDERED AS CONTROL " " DRAINAGE 66 6" " " DRAINAGE 31'-3" 3 JOINTS FOR CONTROL JOINT SPACING REQUIREMENTS. SLAB ON GRADE JOINT PERIMETER FOOTING INTERIOR PAD FOOTING DETAIL AT STOREFRONT 1 2 3 4 GRID GRID i' GRID 1-1/2"X9-1/4" LSL STUDS 1-1 2"X9-1 4" LSL STUDS / / STUD AT 16" OC ,> AT 16 OC 2x6 WALL NOTES: P.T. 2x10 SILL PLATE P.T. 2x10 SILL PLATE P.T. 2x10 SILL PLATE 1. COORDINATE CONCRETE PAD SIZE AND LOCATION W/ ARCHITECTURAL, BOLT TO FOUNDATION BRICK VENEER BOLT TO FOUNDATION BRICK VENEER BOLT TO FOUNDATION MECHANICAL AND ELECTRICAL DRAWINGS. PER ARCH PER ARCH 2. EQUIPMENT ATTACHMENT TO CONCRETE PAD SHALL BE PER EQUIP. FINISH GRADE (2) #4 CONT. (2) #4 CONT. (2) #4 CONT. MANUFACTURER'S RECOMMENDATIONS. CONCRETE SIDEWALK CONCRETE SIDEWALK SLAB ON GRADE SLAB ON GRADE SLAB ON GRADE x x x x x x x x x x X x x x x X „ 4 SLAB ON GRADE W/ WWF-6x6-W1.4xW1.4 rt II {I \ \ \/�/\/ �1��/j� #4 AT 12" OC HORIZ. & � \,�J\,\�\\\\� #4 AT 12" OC EACH � _/�.// z ,, 4 AT 12 OC HORIZ. EACH F 4 T EC ACE&#A o0 �1 z #4 AT 18" OC VERT. WAY EACH FACE co 00 18" OC VERT. EACH FACE 1 2 4 TYP. THICKENED7c�(�flo oo 00 DO ALL 4 SIDES EDGE, TYP. SIDES ALL 4 FOUNDATIONJ (2) #4 CONT. FOUNDATION (2} #4 CONT. FOUNDATION (2) #4 CONT. DRAINAGE 6" 6" 6" DRAINAGE 3" 1'-3" 3" DRAINAGE 3" 3'-8" 4" 1 1� FOUNDATION DETAIL f FOUNDATIO DETAIL FOUNDATION DETAIL. UTILITY PAD DETAIL. 5 6 7 8 8T.4Nt?AM 1dOM DIMMddB BAR SIZE MIN. MIN. SO° MIN. 135° REINF. PER PLAN CORNER BARS TO MATCH HORIZONTAL REINF. 5 EEL PIPE COLUMN US METRIC PIN D IA. HOOK LENGTH HOOK TH N LAP LAP (,SEE ARCHITECTURAL) 03 Iomm 2-1/4I4-1/2i 04 13mm 3" 9/" 2-1/211 2-1/2" 0- 05 Iromm 3-3/411 1-1/2" 2-1/211 _t Oro IS= 4-1/211 all 3" 90° HOOK = r 22mm 5-1/411 10-1/2" 05 25mm 611 1211 3-1/2" LENGTH 411 14 /j(/ loco HOOK LENGTH PIN PIN D IA. CORNER INTERSECTION ALT. CORNER D IA. STANDARD STANDARD TYPICAL coma �• �IOdK 18D• 1•tOOtC LAP LAP Sip STtlRlHIP 140M 2t Z BAR SIZE MIN. MIN. 130° US METRIC FIN i IA. HOOK LENGTHT . MIN. 135`° _ ... �3 iOmm 1-1/2" 311 0'4 13mm 211 311 05 Iromm 2-1/2" 3-3/411 111 311 S O HOOK 3-3/411 `$ REINF. PER PLAN 0 RNERC BARS HORIZ. REINF. _:. ::::....::::. DIA. PIN P PIN DIA. D1A. CORNER INTERSECTION 12 " GR>'4Y� 12" �DIA. TIE t MOW TIE s STIRIRIP 04 2011 11 � 011 _TYfMCAL � go• 11 Q= POST FOOTING BAR BENDS REINF C FO OTI G EN A D T I L INTER C & R RS 9 10 11 STRUCTURAL ENGINEERS /COSTA MESA //. LLA�A��S VEGAS . LOS ANGLES • PHOENIX - ROSEVILLE . SAN RAMON OFFICE: GVI`I'VI`�TE 555 Anton 3oulevard, Sulte 850 Costa Mesa, California S2626 (114) 513-1500 Telephone (114) 513-1555 Facsimile E -Mail: Webma i l -aborm.com WUJW borm.com COPYRIGHT 2003, BORM ASSOCIATES, INC. ALL RIGHTS RESERVED NIMIM THESE DRAWING AND SPECIFICATIONS AND THE IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF BORM ASSOCIATES INC. AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY OTHER WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF BORI" I ASSOCIATES, INC. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. THIS OFFICE MUST BE NOTIFIED OF VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. --: •ALL -NOTES:► 8MCIFICATIONS STARBUCKS 53050 OWNEWM • _ The Hennessey Group oodotd Sharp Buster Architects - Iftim FOM PRELIMINARY (RM) 05-29-03 A SDC. (RB) 06-21-03 A A A A 0 A A A A STAMP: e AI NO.: 5285 CAD NO.: SDI DRAUJN 5y : RM ENGINEER : EA SCALE : '44 1-0� SI-t<T NO. ;� 2X4 D.P. #2 STITCH NAIL PLYl000D 5I-{EA71-IINCz TO ROOF J015T6 LU/ lOd'S 2X4 D.F. *12 STITCI-! NAIL AT 6" OC 6T,4CxCaERED 2X BLOCKING Bu PLYWOOD SHEATHING TO ROOF JOISTS lU/ lOd'S AT 6" OC 67ACzCxERED 2X4 FASCIA B.N. ° (2) 1(od FACE NAILED PAR (2) IC d FACE (2) l�od FACE JOIST NAILED PAR NAILED PE EN:---*' JOIST PLYWOOD SHEATHING JOIST �N 2X4 FASCIA Eu B.N. T PARAPET 16d SOLE PLATE NAILING (SEE ARCH) 2X BLOCKfNCx �.N�� S�+EA1'HfNCs CONT. TO AT 4" OC 2X12 ROOF JOISTS TOP OF BLOGKINCx 2X12 ROOD JOIST e � 3X OR 4X TYPICAL ROOF SI-4EATNINCz CONT. TO 2X4 FASCIA E'�, 0 BLOCKING JOIST 70P OF BLOCKINCa CRIPPLE WALL 11 CRIPPLE WALL 2X BLOGKINCx A35'S AT 24" OC 2x10 LEDGER UJ/ l�od'S AT 2-i/2" OG 2X10 LEDGER lU/ �N. 16d'S AT 2-1/2" OC C3) 16d AT 12" OG C3) l�od AT 12" OC SHEATHING CONT. Bu BN—� 70 TOP OF BLOCKfNCz + WOOD SCUD WALL ROOF BEAM PAR PLAN LUS210 2X12 ROOF JOISTS 10d AT 6" OC 11 2X8 SISTEREDJ STAGGERED TO ROOF JOIST it HEADER PER PLAN t'�"PIGAL ROOF JOISt LU5210 ROOF M I�od'S AT 2-1/2" OC 7YPfGAL ROOF JOfST PAR PL�AN INTO BEAM iC d'S AT 2-1/2" OG NOTE: INTO BEAM OMIT LOW ROOF FRAMING AT SIMILER ��'� '� CONDITION A ROOF DETAIL ROOF AT DRIVE—THRU ROOF TRANSITION ROOF TRANSITION 2 3 4 1-1/2"X9-1/4" LSL STUD WALL AWNING BRACKET, SEE 11 1/6D2 FOR ADDITIONAL PLATE 1/4 "x6"x7" W/ INFORMATION (4) 5/8"4 LAG SCREWS lrod'S AT 2-I/2" OC 1 1/2 1 1/2 5° LONG AT 3" VERTICAL T PARAPET T PARAPET GAGE AND 6" HORIZONTAL CONT. L6X4X5/16 (LLH) U1/ SEE ARCH SEE ARCH GAGE � ��2 1/2" DIA. LACY SCREWS 3" 16d SOLE PLATE NAILING 16d SOLE PLATE NAILING 3/16 N � LONG AT 2�F" OC IN BOTI-I E.N. AT 4° OC E.N. AT 4" OC �,P �, LEGS 2X4 BLOCKING W/ tOd'S AT 6° OC 2X4 BLOCKING W/ tOd'S AT 6" OC /3/16 B•N. IN TWO ROWS B.N. IN TWO ROWS E.N. E.N. _l/' E.N. _//" — — — — ----49`� � a- 2X12 FASCIA WALL SHEATHING WALL SHEATHING— PIPE 2"� PIPE �"N'(2)STAGG ROWS � CONTINUOUS TO CONTINUOUS TO2"4 (SEE ARCHITECTURAL) � (SEE ARCHITECTURAL) OF 16d'S AT 5" OC TOP OF PARAPET TOP OF PARAPET E.N. TYPICAL ROOF E.N.J 2x BLOCKING 1 4 � E.N. E.N. E.N. STRAP TO 2X6 WALL PER O JOIST <�\ PER J AT 4'-0" OC PLATE TO 3/8 "PLATE, TYP. W/ BEYOND PER DETAIL 14 SD2 c r ) PIPE PLAN PLAN (1) 5/8"0 A325N BOLT 2X6 SOFFIT RIM PLAN 2X6 AT 24" OC 2X6 LEADGER ���� HEADER PER PLAN PARAPET DETAIL � PARAPET DETAIL � AWNING DETAIL � HEADER DETAIL 5 6 � 8 EN. INTO L6L KING STUDS TYP>— A VARIES (3" MIN) FLUSH DRAG BEAM PER PLAN (EXTEND BACK � PER PLAN AT CONDITION "A") LSL KING STUDS EQUAL EQU,4L � LU/ E.N. SIMPSON GMSTUC UJ/ C(o4J 1661 S(NKER (1) 16d SINKER FOR ELEVATION N,41LS O EACH �� OF BEAM DEPTI-! ON EACH SIDE OF BEAM I � DOUBLE TOP PLAT ROOD BEAM PER PLAN O ROOF 5HEA71-41NCx 8� C X�o POST PER PLAN I I LIGHT POLE (SEE ARCHITECTURAL) 2"0 STD PIPE AWNING FRAME (SEE ARCHITECTURAL) WALL SNEATHINCs CONTINUOUS TO TOP OF DRAG B� � DRAG BEAM PER PLA E•u• SIDE VIEW FRONT VIEW PLAN R P N DETAIL AWNING DETAIL DRAGBEAM WALL AI 9 110 (11 2 STRUCTURAL ENGINEERS COSTA MESA - LAS VEGAS - LOS ANGLES - PHOENIX - ROSEVILLE - SAN RAMON TE OPPICE: 555 Anton 5oulevard, Suite 850 Costa Mesa, California S2626 (114) 513-1500 Telephone (114) 513-1555 Facsimile E -Mail : webma i l aborm.com UJWWJ:>orm.com COPYRIGHT 2003, BORM ASSOCIATES, INC. ALL RIGHTS RESERVED HIM111 THESE DRAWING AND SPECIFICATIONS AND THE f0EAs, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF BORM ASSOCIATES INC. AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED iN CONNECTION WITS -I ANY OTHER Uk�R4G OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF BORM ASSOCIATES, INC. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS $HALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. THIS OFFICE MUST SE NOTIFIED OF VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWIN63S. REF R TO ON ETS " ALL NOTE6 AND VIEMIFICATIONS STARBUCKS 04� ffl�c �� • The Hennessey Group Bloodgood • BusterArchitects Issue® PRELIMINARY (RM) 05-29-03 A50C. (R5) OS-21-03 A A A A A d A A 0 STAMP: �o QROv ER S/ py9� i s y No. 37096 / P j130/04 � ® don - civ�L CAkoF��� eAl NO.: 5265 CAL) NO.: 5255-DTL-SHTS DRAU N 5r : RM ENGINEER : EA SCALE . 1/4" = V-O" SIFT No. SD2 P5L ROOF 5EAM PE R PL AN (2) 1-112�� X9-1/�"" �.SL STUID 2X(o STUD WALL LTf'4'5 EACH DRAG 5EAM S(DE C4 TOTALS �'E}� PL AN WALL E�3� Y`OND _ STRAP PER ROOF 5HEATHING 11 11 2X(o FLAT DETAIL (11/5D2) ACC AM D1� 5 5LOCKING 1~'�fi� PL AN ROOD 61-(ATHfNG � �. EN, 1='SL ROOF �3EAM5 5I1„I�'S0N Cl"15TC1� r V III 1p5 N. EN. 5 N. ROOF 6HEATHING DRAG 5EAM PER PLAN W1 (64) ]rood SIN<ER ESL ROOF 5EAM PER PLAN 5N, O O O O O O O O O O O O NAIL5 PR R PLAN'SL ROOF 5EAM PER PLAN A3I7'6 EACH SIDE EN_ C 4 TOTAL 2X(o SOFFIT RIM '• • �••.N. S A3E (NEAR 5IDE) Cl' 6TC1(o 5TRAf=> �D2 LTf=>4 (FAR 5IDE) DOU5LE TOP W1 (ro4) 1(od 5IN ER5 11A A3E�'5 EACH SIDE PLATE E, �E)2 rA --- &Xro POST �& ID2 PR E PL 46TRAP PER PLANAN o Xo ROST PER ]`'LAN 4X(o 1='06T PER PLAN C 0 N N ECTI 0 N CONNECTION CONNECTION CONNECTION 13a14 15 16 STRAP 5 , TO ALIGN W1 TO CAi.1/1� 4" 5TR�4� �3�LOUJ PLATE 11511 AT CONDITION 5D2, 5TRAf= PER 1�II �t ll 4II lzll 18 DETAIL 0-C/5D2.1) `�'vle 5D2. 1/2" CAS' PLATE -=ry 4" RETURN 511" f=>5ON CM5TC1ro TOE' AND 1/4 L = (' -4" W1 (32) 1&6 111ro" �'" DOU5LE TOR %t� .""`► � � E30'T a_- SINKERS INTO TYf=> PLATE HISS COLUMN ST L 5EAM 1 "" 5LOCfGING (INTO 1/4" �'" E'ER FLAN O O O O 1='E�: ARC�I'L --- � II RETURN DRAG RA1=TIER. AT CONDITION A) -' II 1/2 5A6E PLATE O O O 1/4 TOP 4 5OTT. E� "X11" W1 (4) 3/4" ® 1/2►i THICK 4II X12II D IA. J-�50LT5 1 1�SL ROOF 5EAM b- T AC �-I 61 PLA41, L =12 It 1/4 I RE R PLAN ``'~--- THICG a"X10-112" " OF H55 COLUMN W1 'D 1 /4 I I 1-1/2 NON-STRIN<1/2" I ECCOQ CAI=' W1 1 ►' 'LATE W1 (2) 3/4" . 5OLT PER PLATS DR�r' �'AC1C GROUT C1�) SDS 1/4"X2-11211 I I DIA. A32�5C 5OLT522Of 11 CONCRETE f�SS COLUMN op tq 5D2. FOB'. STEEL CANOPY SEAM C80LT5 ARE STUD FRAl" I(NC� 1=' R ]''LAN - " ...... ,:,: :=,��4t.,.`�,. ,R. FOUNDATION PER PLAN H55 COLUMN FOR ERECTION 4 Zd `�- PE R PL AN f=>UR1''05E 5 ONLY) `''�`-- H55 COLUMN L � � � ' � ° . v LSL NAILER. E/S RE R PL AN PER PLAN a 4 4 a a a d CONNECTION CONNECTIONHISS FOUNDATION CONNECTION 177 (18)- 19 20 3/5" &HEAR PLATE5 6 ul 5UPFORTED 5EAM 3� 3/4" D IA. A32a 0 _ o SC BOLTS r� 0 1/4" 5UFPORT INCH .- 5EAM PER FLAN 1 1 /2 " 1 1/2 " NNECTION DETAIL DETAIL AI LO 21 22 23 4 BORfVI STRUCTURAL ENGINEERS COSTA MESA . LAS VEGAS • LOS ANGLES • PHOENIX . ROSEVILLE . SAN RAMON C�C�?I'r'�Rr4't OFFICES 555 Anton 5oulevard, Suite a50 Costa Mesa, California 92626 (-f 14) 513-1500 Telephone (114) 513-1555 Facsimile E -Mail : webma i l aborm.com UJUJUJ.borm.com COPYRIGHT 2003, BORM ASSOCIATES, INC. ALL RIGHTS RESERVED 1TICE THESE DRAWING AND SPECIFICATIONS AND THE IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF BORE( ASSOCIATES INC. AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY OTHER WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WINCH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF SORM ASSOCIATES, INC. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SMALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. THIS OFFICE MUST BE NOTIFIED OF VARIATIONS. FROM THE DIMENSIONS AND CONDITIONS SHOWN SY THESE DRAWINGS, i �r STARBUCKls,..; 53050 OWNEK/061VELOPM The Hennessey Group o•dood Shar ster_____ArchiteCt1,s__. �f IS&Lw FM - PRELIMINARY (RM) 05-29-03 A5DC. �R�1 oa-21-o3 A A A 0 A A 0 A A STAMP: �a QROF ER SI phgl iy��'O Fes% No.37096 ,n x &., c hn lnj as x4 77::: tIvk� L*'Q Z_�' OF CAGI��%/ SAl NO.: 52a5 CAD NO.: 52a5-DTL-SHTS DRAUJN 5Y : RM ENGINEER : EA SCALE : I/4" = V-O" " SID2.1 NOTE- SILL PLATE PER PLAN SILL SHALL NOT BE COUNTERSUNK FOR WASHER USE LARGE DIAMETER LOT ANCHOR SHALL BE TAPCON (LDT) ANCHOR INSTALLED IN A HOLE 1116" FOR OMITTED ANCHOR BOLT. SMALLER AND 11, DEEPER THAN THE REPLACEMENT HEX WASHER HEAD LDT ANCHOR AND DRILLED (ADDITIONAL W/ A CARBIDE -TIPPED BIT WASHER REQ'D) - (MANUF. PERANSI 15212,15-ISS4) _-,ANCHOR SHALL BE LDT (LARGE DIAMETER TAFCON) ANCHOR (IC50 ER-5690) .................... BY ITW RAMSEVREDHEAD WOOD DALE, ILL. oOISI till MIN DISTANCE MIN. END DISTANCE BETWEEN BOLTS TO WOOD MIN EDGE DISTANCE SQUARE PLATE WASHERS TO CONCRETE MIN EDGE DISTANCE TO WOOD 1wU 1011 LONG ANCHOR BOLTS AT 2X PLATES AND 1211 LONG ANCHOR BOLTS AT 3X AND 4X 4 FOUNDATION HOOK, BOLT LENGTH • 1/211 111-211 4. 4 5/811 211-21/211 3/411 211-21/211 311 ill 3-1/211 ANCHOR MINIMUM IN. EDGE MINIMUM MINIMUM DISTANCE SQUARE BORING BOLT END DISTANCE PLATE BETWEEN WASHER SIZE THRUw000 SIZE DISTANCE Toccw-jw SIZE BOLTS airm I0 1141=ees PLATE 1/211 3-1/211 1-3/411 3/411 2x4 Bit 211 911611 3/161, 12111611 5/611 4-3/611 1-1/all III 2x4 311 2-1/211 11116ll 1/411 1111roll 3/411 5-1/411 2-1/411 1-1/all 2x4 3" 2-3/411 13116ll 5/161, 13/161, I/all 6-1/8ll 2-3/411 1-3/611 2x6 411 311 1511611 5/16" 5/161, 11 311 1 1-1/211 2x6 411 1 3-1/2" 1-1/163/811" ANCHOR BOLT ONE POUR SQUARE PLT. BOLTS TO POST REQUIRE SQUARE PLATE WASHEfv SIMP. HOLDWON HDIOA SHOWN OTHERS SIMILAR EDGE NAILING WALL SHEATHING CENTER HOLDOWN ON POST ------- — NUT AT HL:> SEAT PROVIDE WASHER PER SCHED. SIMPSON HTT22 4P TENSION TIE SHOWN ANCHOR ROD N IL QN Wa�� AL-QN W&2= FOUNDATION HOLDOWN TO POST SIZE POST HD SEAT HD&A (2) I/all DIA. 15116ll DIA, 31IX5116ll SQ. PL. NONE HD5A (3) I/all DIA. 15116ll DIA. 3"X5/16" SQ. PL. NONE HDIOA (4) 11611 DIA. Irpliroll DIA. 31IX5116ll SQ. PL. NONE H014A (4) V DIA, I-1116ll DIA. 3-1/21IX3/611 SQ, PL. NONE H0204 (4) 111 DIA, 1-1116ll DIA. 3-1/21IX3/611 SQ. PL. NONE HDI5 (5) 111 DIA. 1-1116ll DIA. 3-1/21IX3/511 SQ. PL. 1-1/411 DIA. STD. CU NAIL -ON WASHER a 44OLDOUJN NAILS TO POST HD SEAT HTT22 (30) 166 SINKER NAILS NONE Sc:f;?r=W-ON WASHER HOLDOWN SCREW TO POST HD SEAT PHI:* (16) SDS 1/4X3 SIMP. WOOD SCREWS NONE PHD8 (24) 605 1/4X3 SIMP. WOOD SCREWS NONE MIN. EDGE DISTANCE r 4 • j DEEPEN FOOTING PAST CENTER LINE Of: BOLT AS REQUIRED To MAINTAIN CONCRETE COVER EMBEDMENT IDENTIFICATION LINE r# -\STAMP SHOWING N yj EMBEDMENTLE ANG 3: L-50LT ANCHOR EMBEDMENT ASTM A-301 f- LINE 0) 9 STEEL 3: SST5 ANCHOR RADIUS z 0 �4X BOLT DIA. -1w BOLT NOTE: L - BOLT TO %J i SST5 BOLT IS To HOOK BELOW BE INSTALLED AT L-50LT HORIZONTAL I "T 4'm A 45* ANGLE 11-35= REINF. ALL-MANNA2 bola a= To THE DIRECGION OF THE FOUNDATION -SST5 SST5 MIN. MIN. EDGE HOLDOWN SST5 BOLT BOLT 01A. LENGTH I=-m5ED. le DISTANCE ALL- THREAD EMBED. DRILL 51T DIAMETER HTT22 6ST524 5/81, T 2511 2011 1-3/411 12 If 3/411 HD&A 5ST528 1/611 29" 2411 1-3/411 1211 111 H08A 5ST526 11/611 29" 2411 1-3/411 1511 111 HDIOA 6ST526 1/611 29l' 2411 1-3/411 1511 PHDro 5ST526 I/all 23" 2411 1-3/411 1211 111 PHD8 SST528 11/011 29" 2411 1-3/411 1511 HD ORIG. SPECIFIED REPLACEMENT HOLDOWN THREADED ROD DIA. DRILL 5ITEM5E0MENT DIAMETER LENGTH (Its) STHDIO HTT22 5/811 3i4 12 HPAHD22 HTT22 NO 3/4 If 1211 HTT22 HTT22 NO 3/4 11 1211 PHDro PHDro "kall III 12'f PHD8 PHD8 1/8ll III HDIOA HDIOA 1/8 1 15 HOLDOWN L-BOLT BOLT DIA. LENGTH MIN. EMBED.MINIMUM Its I DISTANCE H014A 1211 1 11 3411 2611 2-3/411 H020A 1511 1-1/4It 3411 2611 2-3/411 HDI5 1511 1-1/411 4011 3011 2-3/4" IMAGINARY POINT OF 101-011 REFERENCE (1'-O" ABOVE) TRENCH BOTTOM OF EXCAVATION -Jz V GfLADE FOOTING 44 MAINTAIN SOIL AT -QF SIDE OF FOOTING 2 1 50TTOM OF TRENCH OR EXCAVATION SHALL NOT EXTEND BELOW THIS LINE m9ablaHwa 12 FOUNDATION SLOPING GRADE POINT OF DAYLIGHT IMAGINARY POINT OF REFERENCE (1'-011 ABOVE 50TTOM OF EXCAVATION) FOOTING az A IQ BLS CIA 10'-0" MIN. NOTES CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAING THE SIDE OF ALL TRENCHES AND EXCAVATIONS FROM CAVING IN UNTIL ALL 5ACKFILLING 15 COMPLETE. 5ACKFiLL AS REQID BY SOILS REPORT OR CIVIL ENGINEER'S DRAWINGS. CAUTIM THIS DETAIL GIVES No INDICATION OF SAFE CONSTRUCTION TECHNIQUES W1 RESPECT TO TRENCH OR EXCAVATION STABILITY. GRADING 1/2 11 MA 3/611 6 POST 3/811* 1/211 OFFSET 1/2110 Pa� �d A a STAGG. is STA =(illj j r4O�Z WMQM TI-M 61401MG 2X MSMWS UPPER PLT; EDGE NAIL TO UPPER x PLATE C4 —SHTHIG PER PE PLAN PL14 STUD --------- x EDGE NAIL /Er.>GE NAIL-N PER PLAN ML---T104 2X ELAM BLOCKING 2X MIN. 3X PER SHEA R WALL SCHEDULE I . "'Tl1 EDGE NAILING STAGGID SHEATHING PER PLAN 3X OR WIDER STUD POST W1 HOLDOWN OR STRAP EDGE NAILING SHEATHING PER PLAN 2X OR WIDER STUD POST W1 HOLDOWN OR STRAP EDGE NAIL (EN.) SHEAR PANEL TO UPPER TOP PLT. SHEAR WALL INDICATED By 0 ON PLAN - REFER TO SHEAR WALL SCHED. TRIMMER WHERE OCCURS FIELD NAIL CUTS IN SHEAR WALL FOR HOLES KING STUD OR POST PER PLAN. EDGE NAIL (EN.) SHEAR PANEL TO POST HD SHOWN. INSTALL ON KING STUD OR POST W1 EDGE NAILING. BOLT FOR HOLDOWN TO BE INBOUND OF POST U.N.O. ON PLAN EDGE NAIL (EN.) SHEAR PANEL TO 50TTOM PLATE NOTE: 1. OCCASIONAL CONDITIONS WILL CAUSE WOOD SPLITTING- SHOULD THIS OCCUR NOTIFY STRUCTURAL ENGINEER. 2. TO PREVENT SPLITTING OF WOOD, SHEAR SCHEDULE MAY REQUIRE OTHER THAN 2X FRAMING 3. PROVIDE BLOCKING AT ALL PLYWOOD EDGES. 4. STAGGER NAILS THAT ARE SPACED 311 OC OR CLOSER 5. SILL MUST BE ONE PIECE IF WALL 15 4'-0" OR SHORTER IN LENGTH MIN. SIZE OF SHEET SHALL BE 2ft. X 2ft. to. NAILS SHALL BE DRIVEN TIGHT BUT SHALL NOT FRACTURE SUf;;FJ=ArE OF SHEATHING -1. TOLERANCE ON NAILING SHALL BE till WITH THE AVERAGE NAIL SPACING OVER ANY 4 FOOT LENGTH BEING AT LEAST THAT NOTED ON THE PLAN. SHEAR WALLS NOTE: WHERE NOT SPECIFICALY DETAILED OR NOTED ELSEWHERE AND OTHERWISE, THE STRUTURE SHALL 5E FRAMED AS SHOWN HERE. NOTE: 166 NAILS SHALL BE SINKER, SHORT OR COMMON. 66 NAILS SHALL BE COMMON 166 FACE NAILS AT Iro I' OC PLATE To PLATE (3) 8d OR Irod TOE NAILS AT CRIPPLE STUDS (2) Irod PLATE TO STUD-7 PROVIDE NAILS SPECIFIED BEYOND FACE -:ad _- . - I - A (2) 2X TOP PLATES, TYP. (1) IX OR (1) 2X AT NON - BEARING INTERIOR PARTITIONS (1) 2X KING STUD (USE 2-2X KING STUDS AT OPENING WIDER THAN &-off) HEADER PER PLAN (2) 166 FACE NAILS FOR EACH 211 OF HEADER DEPTH (USE TOENAILS AT KING STUD LARGER THAN 2X) 2X TRIMMER STUD (USE 2-2X TRIMMER STUDS AT OPENING WIDER THAN &1-019 WINDOW SILL WHERE OCCURS W/ 2X4 FLAT 2-2X4 FLAT AT OPENING WIDER THAN 61-01, W/ (2) I(od SINKER TOENAILS EACH END SILL PLATE ANCHOR BOLTS AT FOUNDATION, I(od AT 1611 OC AT FRAMING UNLESS NOTED OTHERWISE IN SHEAR WALL SCHEDULE 3 STUD 5U[LT-UP CORNER W1 2X BLOCKING 1211 LONG AT TOP, BOTTOM AND AT 4811 OC OR CLOSER PANEL BOUNDARY 4 BOUNDARY NALING (5N.) PER PLAN WHEN BLOCKING 16 NOTED ON THE PLANS PROVIDE 2X4, BX IF NOTED, ON EDGE. AT CONTINUOUS PANE EDGE PANEL JOINT SHEATHING FRAMING DISCONTINUOUS PANEL EDGE, EDGE NAILING (EN.) PER PLAN FIELD NAILING PER PLAN DIRECTION Of: FACE GRAIN PERPENDICULAR TO SUPPORT CONTINUOUS PANEL EDGE, EDGE NAILS (EN.) PER PLAN WHEN BLOCKING Is REQUIRED FRAMING (SOLID SHOWN OTHERS SIMILAR) NOTE: 1. OCCASIONAL CONDITIONS WILL CAUSE WOOD SPLITTING. SHOULD THIS OCCUR NOTIFY STRUCTURAL ENGINEER, 2. TO PREVENT SPITTING OF WOOD, PLANS MAY REQUIRE OTHER THAN 2X FRAMING. 3. PROVIDE BLOCKING AT ALL PANELS EDGES WHEN NOTED ON PLANS. 4. STAGGER NAILS THAT ARE SPACED 211 OC 5. MIN. SIZE OF SHEET SHALL BE 2ft. X 2ft. 6. NAILS SHALL BE DRIVEN TIGHT BUT SHALL NOT FRACTURE SURFACE OF SHEATHING I. TOLERANCE ON NAILING SHALL BE till WITH THE AVERAGE NAIL SPACING OVER ANY 4 FOOT LENGTH BEING AT LEAST THAT NOTED ON THE PLAN. UTBLOCKED & KAYO SHT)G UNBLOCKED STRUCTURAL ENGINEERS COSTA MESA - LAS VEGAS - LOS ANGLES PHOENIX - ROSEVILLE - SAN RAMON CORPORATE OI=FICE: 555 Anton Boulevard, Suite 85O Costa Mesa, California 92626 (114) 513-1500 Telephone ('114) 513-1555 Facsimile E-Mail: webmallaborm.com 11,111111).loorm.com COPYRIGHT 2003, BORM ASSOCIATES, INC. ALL RIGHTS RESERVED NOTICE TI-ESE DRAWING AND SPECIFICATIONS AND THE IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED THERE15Y ARE AND SHALL REMAIN THE PROPERTY Or BORM ASSOCIATES INC. AND NO PART THEREOF SHALL SE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY OTHER WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHiC44 THEY HAVE MEN PREPARED AND DEVELOPED WITHOUT 'CIE WRITTEN CONSENT OF 5ORM ASSOCIATES, INC. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND 5E RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. THIS OFFICE MUST BE NOTIFIED OF VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE Will" R TO SN SETS ALL NOTES AND SMOROATIONS PROACM Swww'qARBUCKS NOTE: PLATES SHALL NOT 15E CUT THROUGH AT SHEAR WALL 53050 1 1/2 11 MIN. AT SIDES PLATE CUT THROUGH FOR PIPE OR VENT OF PLATES W1 SHEAR WALL SHEATHING OTHERWISE SIMPSON RFIS SERIES 0061M-M1-OftnMs 5/61, MIN. STRAP AT EACH PLATE ON EACH SIDET�e ��PI1.I�.eisse y Group CA AM441TECTs 4/10, 0 MAX. STUD-, Bloodgood SharWIDTHJ50R5BusterLArchite cts EMC* 4 MOOR SILLS 4 KAXW 6110 MAX. STUD WARM 4 NM-WEARM WALLS WIDTH 50RE PROVIDE Irod SINKER OR NOTE: SHORT NAILS AS SPECIFIED ON 50TH SIDES OF JOINT IN UPPER TOP PLATE PROVIDE COIL STRAP ON TOP Of: OR TO SIDES OF UPPER TOP PLATES NAILS SPECIFIED ON 50TH SIDES Of: JOINT IN UPPER TOP PLATE BEAM SHOWN INTERSECTION WALL SIMILAR AT FLUSH BEAM SIMPSON SA36 STRAP W/ 106 IF COIL 15 SPECIFIED ON UPPER TOP ONLY, PROVIDE STRAP ON TOP OR TO SIDE OF UPPER PLATE W1 IOd COMMON NAILS SPECIFIED ON BOTH SIDE 51DECIFIED ON 50TH UPPER AND LOWER TOP PLATES PROVIDE 'MC ST' (6411" �11 SINKER NAILS A SIDES OF JOINT PROVIDE COIL ON TOP OF OR T OF UPPER TOP P TES AND TO SIDES TOP PLATE W1 10 COMMON NAILS SPECIFIED ON 50TH SIDES OF ALL JOINTS 0 NOTCH OR BORE FRACTION OF FLAT 2x4 2x6 2x8 4/10 D 13/61, 2 I/all 311 rollo D 211 31/411 41/4 NAIL RP6 STRAP W1 (4) Irod SINKER OR SHORT NA ILS OR (6) 106 COMMON NAILS AT EACH END GENERAL ELAM D D FRAMING 4/10 MAX. STUD WIDTH NOTCH 1/4 D MAX. STUD DETAILS WIDTH NOTCH 5/611 MIN. EDGE DIST TYP. ALL 6110 MAX. STUD STUDS WIDTH BORE T4/10 D MAX. STUD D- WIDTH BORE NM- WM 6=06 EXT. 4 DWa 6=6 NOTE: NOTCH OR BORE FRACTION OF STUD 2x4 2x6 2x8 1/40 1-3/61, 4/10 D 2-1/611 311 rollo D 211 3-1/411 4-1/411 OUTER 1/3 MIDDLE 1/3 OUTER 1/3 OF SPAN OF SPAN OF SPAN 211 MIN. CLR. C FE 1/3 JOIST DEPTH MAX. 1z 211 MIN. CLR. 2 X SORE DIA. MIN, OF SF_AkI OF SPAN OF SPAN Ll 1=11 NOTCH OR 502=rq--= RACTIONAOFNII 2x6 2x12 2A% --ii6wommin 1-1/6-1 1-1 I-P -1/611 1/3 D NOTCH AND BORE SHALL NOT OCCUR ON SAME STUD WITHIN Oft OF EACH OTHER SCHEDULE 16 APPLICABLE ONLY TO 2X SOLID SAWN FRAMING NOTE: 1. NOTCH MAX. 1/30 WITHIN D Of: SUPPORT ON TOP SURFACE ONLY 2. NOTCH MAX. 1/6D WITHIN OUTER ER 1/3 OF SPAN 3, NO NOTCHES OR BORINGS MAY BE MADE WITHIN MIDDLE 1/3 OF SPAN No 5 TOP AN T. CES BE NOT ED W SAME 1/3 6 N PRELIMINARY (RM) 05-29-03 A 50C. (RIB) 08-21-03 A A A A A A A STAlw": QVN ESS/011 R I No. 37096 cid. P =a 30/04 Civil - or C40 5AI NO. 5285 GAD NO.: 5285-0TL-SHTS DRAWN BY RM ENGINEER EA SCALE : 1/4" V-O" aw 140. 5D3