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Home My WebLink AboutMFA2024-004327 ECEIVED: 12/212024 DATE OF ISSUANCE: 24-004327 'Grapevine Twenty -Four 99" 3601 GRAPEVINE MUS PKWY G7 IT 5 CAR DETACHED GARAGE PERM ... .... ..... . ... . .... BUI - LDI I NG P , ERMIT APPLICATION ELECTRONIC REVIEW BLOCK:. . . ... ........ . L.__ SUBDIVISION: BUILDING CONTRACTOR (company name); CURRENT MAILING ADDRESS: n CITYISTATE/ZIP: fjj6j'jA_PH.- # 'Fax # PROPERTYOWNER. AAWACJ�� CURRENT MAILING ADDRESS: vic_Rac�,, - CITY/STATE/Z]Tit P,&- 01 f�rj 1+�_ PHONE NUMBER: PROJECT VALUE: FM SPPJNKLERED? YES NO WHAT TRADES WILL BE NEEDED? ELECTRIC PLUMBING— MN ECHAICAL— DESCRIPTION OF WORK TO BE DONE- UVISbAUFID V-1 (lt_AP&dM1K1- USE OF BUILDING OR STRUCTURE: NAME OF BUSINESS: IJ Wy jq til Total Square Footage under roof- Square Footage of alteration/addition: 0 1 hereby certify that plans have been reviewed and the ballding will he Inspected by 2 cerdfied energy code Inspector in accordance with State LzovPlan review and inspection documentation shall be made available to the Building Department (required for new buildings, afterotiGUS and additions) 13 1 hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review. Control Number. of required for I & 2 fanifly dwellings) I berelvi quireme ts f t T y certify y that an asbestos survey bas been conducted for this structure In accordance witb the regulatory re a a he exas Department of Health. (REQUIRED FOR DEMOLMONS, ADDJTIOINS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS) I beralty certify that the foregoing Is correct to the beat of my knowledge and all work will be performed according to the documents approved by the Building Department and In car mpHance with the City Of Grapevine Ordinance regulating construction. It Is understood i1sat the inuence of this perndt does not grznt or authorize any violation of any code or ordinance of the City Of Grapevine. I FMTHERM.ORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BV THE CITY, AND THAT THE DESTGN PROFEgSTONAIJOWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(St. PRIN7 NAME. SIGNATURE�� EMAIL: PHONE 13 V111 MIL CHECK BOX IF PREFERRED TO BE CONTACTED B-YEm THE FOLLOWING IS TO BE CUMPLETED BY THE RunDING INSPECTION DEPARTMENT Construc Permit Vatuatim. Setbacks Aprr,oval to Issue Occupancy Group- Fire Sprinkler: YES NO Front: Electrical ® Buildine Depth: Left: Fly m,bin laaZa;Rear: Mechanical Ilk z Bu-j ing, Width: q R-liHood ccupancy Loa& Grease TTap it Plan Review Approval: Date: B U ilding Permit Fee. Site Plan Approval; ate: Plan Review Fee: F .1 i . re Deparftnent: Date: Ut Drainae Fee: Public Works Department- Date'. Sewer Availabili, v Rate. Health Department- Date: Water Availabili-� v Rate Approved for Pennit: Date: 1 Total Fees: Lot Drainage Submitted- Approved- Total Amcrant Due- P.O. BOMa ' YX 79000 1017) 410-3105 PLAN REVIEW INVOICED 1212/24 OFOYOVESPEMffIP024;Uw-9IM4-5fflB.ZP07-11=,4MX'g DDRESS 3601 Grapevine Mills Pkwy., G7 Grapevine, TX 76051 LEGAL Butch Cvan Hopper Addition Blk 1 Lot 1 Mustang Ridge Apartments PERMIT HOLDER Michelle Cross Ally Construction, LLC (469) 744-8316 COLLABORATORS •Michelle Cross Ally Construction, LLC (469) 744-8316 OWNERS •Mcp Grapevine Llc INSPECTIONS 7 1. Building Setback 2. Building Foundation/Footing 3. Building Framing 4. Building Wall Tie Inspection 5. Lot Drainage Inspection 6. Final Fire Dept Inspection 7. Building Final INFORMATION FIELDS **APPLICANT NAME (Individual)Michelle Cross **APPLICANT PHONE NUMBER 214-310-8939 APPLICANT E-MAIL **NAME OF BUSINESS Grapevine Twenty Four 99 VALUATION 58333 Square Footage 1296 Acreage 19759 What is use of Building/Structure?Detached Garage for 5 Vehicles * CONSTRUCTION TYPE VB * OCCUPANCY GROUP U DOCUMENTS - MISC 01 APPLICATION.pdf DOCUMENTS - MISC 02 CONSTRUCTION PLAN - Full Set of Plans.pdf * CONDITIONAL USE REQUIRED?YES * ZONING DISTRICT R-MF-2 APPROVED TO ISSUE ELECTRIC YES FEE TOTAL PAID DUE *Building Permit Fee (Value)$ 824.25 $ 824.25 $ 824.25 Building Permit, Plan Review $ 535.76 $ 535.76 $ 535.76 TOTALS $ 1,360.01 $ 1,360.01 $ 0.00 READ AND SIGN I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF City of Grapevine PO Box 95104 Grapevine, Texas 76099 817) 410-3166 Building - Multi-Family Alteration Project # 24-004327 Project Description: Construction of a 5 Car Stand-Alone Garage in Apartment Complex "Grapevine Twenty Four 99" Issued on: 01/08/2025 at 5:23 PM MYGOV.US 24-004327, 01/08/2025 at 5:23 PM Issued by: Connie Cook Page 1/2 MY KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING TO THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND IN COMPLIANCE WITH THE CITY OF GRAPEVINE ORDINANCE REGULATING CONSTRUCTION. IT IS UNDERSTOOD THAT THE ISSUANCE OF THIS PERMIT DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR ORDINANCE OF THE CITY OF GRAPEVINE. I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY AND THAT THE DESIGN PROFESSIONAL / OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). January 08, 2025 Signature Date City of Grapevine Building - Multi-Family Alteration Project # 24-004327 NOTICES 1) ALL work must be done in compliance with the 2021 INTERNATIONAL BUILDING CODE. **ALL work ISSUED prior to January 1, 2024, must be done in compliance with the 2006 INTERNATIONAL BUILDING CODE. 2) City Approved Stamped Plans must be on-site for ALL INSPECTIONS. 3) Project address must be clearly posted at the job site. NOTES > 24 HOUR INSPECTION NUMBER METRO (817) 410-3010, CUT OFF TIME FOR A.M. INSPECTION IS 7:30 A.M. --- CUT OFF TIME FOR P.M. INSPECTION IS 12:30 P.M. > PERMIT ISSUED IN ACCORDANCE WITH APPLICATION ON FILE IN THIS OFFICE. THIS PERMIT SHALL EXPIRE IF WORK IS NOT COMMENCED WITHIN (180 DAYS) OF ISSUANCE OR IF WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF (180 DAYS). THE ISSUANCE OR GRANTING OF THIS PERMIT AND / OR APPROVAL OF PLANS, SPECIFICATIONS AND COMPUTATIONS SHALL NOT BE CONSTRUED TO BE A PERMIT FOR, OR AN APPROVAL OF, ANY VIOLATION OF ANY OF THE PROVISIONS OF THE CODES AND ORDINANCES OF THE CITY OF GRAPEVINE. THE ISSUANCE OF A PERMIT BASED ON PLANS, SPECIFICATIONS, AND OTHER DATA SHALL NOT PREVENT THE BUILDING DEPARTMENT FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS, AND OTHER OR REQUIRING CORRECTIONS OF THE CONSTRUCTION ITSELF. MYGOV.US 24-004327, 01/08/2025 at 5:23 PM Issued by: Connie Cook Page 2/2 7777 S e'-T - 20151VE BUILDINC?!�MBACK nf;, ZONIN& FIRE LANE EASEMENT PI -AT A�al—IPF— 9�229, U LOW I 00, ITEM EX15TIN6 PROP05EV 11 11 11 11 11 11 11 11 11 11 11 11 1�.. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. &ENERAL 51TE DATA ZONING (FROM ZONING MAP) R-MF-2 R-MF-2 LAND USE (FROM ZONING ORDINANCE; INCLUDE ALL APPLICABLE U5E5) MULTIFAMILY MULTIFAMILY TOTAL LOT AREA (SQUARE FEET AND ACRES) 560051 5F - 141.1514 AC 560051 5F - 111,15q AC, FIRST FLOOR.-BUILPINO FOOTPRINT AREA (SQUARE FEET) I I!3'2e> I 5F 125,-755 5F TOTAL 5UILDINC, AREA (50UARE FEET) 516,458 5F 551,CI12 5F 5UIL PIN& HEI 6-,HT (FEET/# 5TORIEV EX15TINO/5 5TORIE5 EX15TINO/5 5TORIE5 FLOOR AREA RATIO (RATIO X.XX) 0'56e� ----------- -- --------------- RE51DENTIAL UNITS BUILDIN6 DISTANCE SEPARATION # OF 5TUDIOS/EFF 101 ENCIES/Ml NI MUM UNIT 51ZE 45/66>17 # OF I BEPROOM5/MINIMUM UNIT 51ZE 1174/17611 I141'T601 # OF 2 BEDROOMS/MINIMUM UNIT 51ZE 114/1041 114/1041 # OF 5 BEDROOM5/MINIMUM UNIT 51ZE 12/151 12/01e;` TOTAL UNIT COUNT 54e:, UNITS 54UNITS RESIDENTIAL PEN5IT1'(UNIT/NET ACREAGE*) NET ACREAOE = TOTAL ACREAOE MINUS 55.54 55.a5 STREETS AND OPEN SPACE PARKING PARKING RATIO (FROM ZONING ORDINANCE) 25 SPACES PER UNIT 2.0 SPACES PER UNIT PREVIOUS ORDINANCE -� CURRENT ORI, INANCE REOUIRED PARKING PER ZONING ORDINANCE REOUIRED PARKIN& PER CUOI-60 allo 4�10 PARKING TOTAL SURFACE PARKING 745 6,75 OARA65E PARKIN& '72 -12 TANDEM PARKING 56 56 ACCESSIBLE PARKING Iq 15 rIMPERVIOU5 AREA BUILDING FOOTPRINT AREA 115,29�1 5F 125,"755 5F TOTAL PAVED AREA 554,756 5F 5141,120 5F TOTAL IMPERVIOUS AREA (5F I$ %) 445,05-7 (52.06%) 44-1,515 (52.04%) TOTAL OPEN SPACE (SF $ %) 412044 (4-7.414%) 412,80& (4*7.cI(b%) NON OR FORMERLY: SILVER OAKS, LP, A DELAkiARE LIMITED V PARTNERSHIP y D/ PARCEL: 2154T-1-IRA ZONIN<5- R-MF-2 P05 OI/AI.5 n, o -10 N e�&013115" N 411 e 20'50t EWILVIN& 5ETf3ArK FER, ZONIN0 NOVi OR FORMERLY: + SILVER OAKS, LP, A VELANARE LIMITED VESTED IN- KATER EAR T PARTNERSHIP CA5, A, SLIDE 45�1 MOP ORAPEVINE, LLO, "o =0 A DELA14ARE LIMITED LIABILITY COMPANY PARCEL-, 2154'7-1-IRA -7 D21qI61565 V ZONING: R-MF-2 PARCEL: 4441'�11-1-1 UNT: 40024Oa5 RETAIN— KALL lei x TOTAL LAND AREA: lu e*0fo5l 5OUARE FEET X 141.77511 ACRES Jj .01 11 V, 77 oil ------- 17 Vow" Nalft" FIRE LANE U NPRT —7—r- 1 1 P211 AS, A, 114ATI�EAS MENT T I L '00000� MONSOON, T-7,� Om Flf;M LANE 000"M *010000 000010 1 "1 0000000 00000000 tomoomm 00010010 U —T z K LI 10 70r4VC34! to iu 0� U) < F -4 '00 0 < X 0 14571' 1- 9>-T 01 Poe < ces 4 poro j= F- 4 Fork FIRE L E I. z Q) MVSTtN6 SEHM LINE < IN THIS AIRZA, 5-1it 44Z10.00, N lel-I TO EN50M <4XANOUT5 AVZ NOT VtCMR TM NON OR FORMERLY: OR055 OREEK ONNER 1, LLC, A PELAKARZE LIMITED -I- COMPANY, AN UNDIVIDED 45,605474% NO OWN. ON. ON. ON. ON. N. "WINNOW LIA511-17 7 A, 5LIVEI'7451 CROSS CREEK ONNER 11, LLO, A DEI-Ak4ARE LIMITED ts) LIABILITY COMPANY, AN UNDIVIDED Itl,09�41115% <y L D" CROSS CREEK OPSNER III, LLC, A DELAkqARE LIMITED HATER EASEMENT IJ6— le> LIABILITY COMPANY, AN UNPJ\/I1;)ED 111,551B01% CAS� A, si-ice'14577 LANE I PROWIM V~ 41*�R EASEMENT 0 .. .... I CROS!5 CREEK ONNER IV, LLO, A PELANARE LIMITED -7% AVA LIABILITY COMPANY, AN UNDIVIDED 11.1555 D221054440 tu PARCEL- 2616-7-1-IR 7ARA 14 4 ZONING: R-MF-2 , 11ft"p5MIng space - 9 FIRE LANE FIR LANE ,, i 4 Fla! 5 5"102512011 E 565.1701 — -- — -- '""A'"" NNNNNNN 41001000 0100010 4000000 0000010 ONOMMM 10"O"W" wwwwo aww"'O" 41140 mom "Noom "Now" owwww ompoomm *$Now"* 40000 *MONO* #.Nwwm Now"* goomawo "No "M� "W� owa� .0� ow� lo� �m.0000wo \0I/AIA a aelOn=ij Ail I IN YN ;.,'M FORMERLY: : L. �Wcj I.;W I INLI"YN OR FORME Y: 5225 N ORAPEVINE (TX), LP, A DELRE LIMITED PARTNERSHIP RON STUROEON REAL ESTATE, LP V210525450 PARCEL: 44-r&-I-I PARCEL. I55'72C-A-Oq ZONING: R-MF-2 ZONING: CC, 01 - ARCHITBOD;TURAIN. SITE PLA SCALE- I"=60' NORTH Ol 501 60, 120, 1&0, '7140� N7RAPHIC, 5CALE7N FEET I" = 60' >:2 x W W OL fr z 0 W U. OL CL r2A 0 W 0 10L cj) W� NNNJ W W z z > W 0- -0000" W0 (0 lob No: 24056 D A SNOWS! 0• 0 41 CC X Date: P-i - Revision: PINS >N Sheet Title - ARCH. I E PLA WOO, Drawn By: N00 Sheet Number: r T) ON" A1.1 3 101%, low& bul URAPEVINE MILLE3PK'"rWY u"RAPEVINE, TX 76051 I M-a-14- 5. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, INSPECTION FEES, AND PEPOSIT5 REaUIRED FOR THE INSTALLATION Or ALL PqORK. IT SHALL BE THE CONTRACTOR'S RESPON515IL17Y TO CALL FOR LOCAL INSPECTIONS AND OBTAIN AP.ems \/AL FROM THE CITY IN5FEr-.TOR5, 4. THE CONTRACTOR SHALL 01\/E ALL NOTICES AND COMPLT, AITH ALL LAN5, ORDINANCES, RULES, REOULATION5, AND LAkqFUL ORDERS OF AN'f' PUBLIC AUTHOR17Y HAVIN& JUR15DICTION O\/ER THE PROJECT. 5. UNLESS OTHERAI55 FRON/IDED IN THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL F'RO\/Ir,>E AND PAY FOR ALL LABOR, MATERIALS, EOUIPMENT, TOOLS, CONSTRUCTION IFOUIPMENT, MACHINER-r, TRANSPORTATION, AND OTHER FACILITIES, AND OTHER 5r-R\/ICI=S NECE55AR'Y' FOR THE PROPER EXECUTION AND COMPLETION OF THE kqORK. 5. PRANIN(�S AND SPECIFICATIONS REPRESENT FINISHED TENANT OFFICE SPACE. THEr DO NOT INDICATE METHOD OF C,ON5TRL)(' TION. THE CONTRACTOR SHALL PRO\/Ir,>r- ALL MFA5URF5 NECESSARY TO PROTECT STRUCTURE AND PER-50NNEL DURINO CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT NOT BE LIMITED TO 5RACIN6, 5HORINO OF LOADS DUE TO CONSTRUCTION FOUIPMENT, EXCA\/ATION PROTECTION, 50AFFOLPIN5, J05 51TE 5AFET"t, ETC. OBSERVATION \/151T!�, TO THE 51TE BY THE ARCHITECT, OV4NER, OR ENOINFER SHALL NOT INCLUDE INSPECTION OF THEAROVE ITEMS. 61, ALL V400D IN CONTACT AITH MA50NRY OR CONCRETE 15 TO BE PRESSURE TREATED NOLMANIZED. mom ilk V�w ARCHITECT Rawls Culver Architects, LF McKkmy, Texas 76M PH 972-52"790 MEP MD En4r*4WrV 1255 W. 15th Street Sufte=ftf Plwio� Texas 75075 PH n7--02*J) !;TRUCTURAL RTP Structural *"AGAP-1141 Rockwat Texas 75M �ki 2l4-V-X-2&#,t W-CM-101fik =7 LZ-71177� II. ALL HOLES IN CONCRETE FLOOR SLAB CAUSED BY THE ATTACHMENT OF FORM kqORK, 5RACIN0, CONSTRUCTION, TRAFFIC, MATERIAL 5TORAOE, OR OTHER REASONS SHALL BE CLEANED, PATCHED, AND RESTORF=r,> TO ITS CRIOINAL CONDITION, 15, NO FIFIN5, CONDUIT, ETC., 15 TO BE RUN ON THE EXTERIOR FACE OF THE 5UILDINO NITHOUT EXPRESS NRITTEN PERMISSION 5*r THE ONNER, 14. PENETRATION5 THROUOH V4ALL OR OFILIN05 NOTED TO BE FIRE RATED PARTITIONS SHALL BE FIRE 5AFEI�� ANDSEALEP AS REOUIRED TO MAINTAIN THE RATINO OF THE K4�LL. DUCT NORK PENETRATIONS THROU&H RATED ASSEMBLIES SHALL BE NITH AN APPROPRIATEL*r TESTED / RATED FIRE DAMPER 16FIRE ALARM SHALL COMPL*r NITH CITY CODES AND ALL OTHER STATE AND LOCAL CODES THAT HA\/F= JURISDICTION OVER TH15 FROJFCT GRID TT IDENTIFICATION BUILDING AND WALL SECTION ROOM NAME AND IDENTIFICATION EXTERIOR/ INTERIOR XX/XX ELEVATION XX/XX DETAIL: ELEVATION DETAIL:PLAN/ SECTION ELEVATION MARKER DOOR NUMBER WINDOW( STOREFRONT NUMBE AA WALL TYPE REVISION INDICATOR X<XX-1 I ROOM FINISHES XX-5 SEE ROOM FINISH SCHEDULE (D EQUIPMENT U') 0 C 0 CD X r"I a) n W C7; Ut 119i 2021 INTERNATIONAL BUILPINO CODE 2021 INTERNATIONAL PLUMBING COPE 2021 MECHANICAL COPE 2020 NATIONAL ELECTRICAL COME 2015 INTERNATIONAL ENEROY CONSERVATION CODE 2021 INTERNATIONAL FUEL $ OAS CODE 2021 INTERNATIONAL FIRE COPE 2021 NATIONAL FIRE PROTECTION A5ENCY NITH CITY OF FR15CO AMENDMENTS 2012 TEXAS ACCE55151LITY STANDARDS R-MF-2 WIN WIN WIN WIN WIN WIN WIN Wlk- 7- N ,t `=zi �� ' �� 4 f Date: 2024.11.14 Revision: Sheet Title: COVER SHEET Drawn By. NCC, Sheet Number: A U ww] x AN OLE CAA. 5AU5E 5. SOUTH CENTER LINE 0ALV. GALVANIZED S.C. SOLID CORE DIAMETER OR ROUND 5EN, GENERAL SEAT COVER DISPENSER # FOUND OR NUMBER G.B. GRAB BAR 50K SCHEDULE fF- PLATE 0.1. GALVANIZED IRON 5'D. SOAP DISPENSER (5,L. OLA55 SECT. SECTION OND. GROUND 5.F. 5GUARE FEET 6R, GRADE 5H. 5HELF ACOU5T. ACOUSTICAL 5.5.r. OR055 SQUARE FEET SHV4R. 5HOkqER A.C. AIR CONDITIONING 6"rp, 011rP5UM SHT. SHEET AC.T. ACOUSTICAL CEILING TILE SIM. SIMILAR A.D. AREA DRAIN S.N.D. SANITARY NAPKIN DISPENSER ADJ. A1;QU5TA5LE S.N.R. SANITARY NAPKIN RECEPTACLE ACSOR. A06REOATE H.B. HOSE 5155 5FFC. SPECIFICATION AL, ALUMINUM H.C. HOLLOW CORE 50, SQUARE APFROX� APPROXIMATE H.C.A. HANDICAP ACCESSIBLE 5.5TL. 5TAINLE555TEEL ARCH. ARCHITECTURAL HPNr,>. HARD kqOOP 5.5, SERVICE SINK A!55. A55E5TOS H.M. HOLLOW METAL STA. STATION A5F`H. ASPHALT HORIZ� HORIZONTAL 5TD, STANDARD HR, HOUR 5TL. STEEL HOT. HEI6vHT 5TOR. 5TORAOE 5TRUCT. STRU07LRAL 5r'>. BOARD 5USP. SUSPENDED BITUM. 51TUMINIOU5 5YM. SYMMETRICAL BLDG. E3UILPINO I�p. INSIDE DIAMETER ELK, BLOCK INSUL. INSULATION BLK(5. BLOCKING INT, INTERIOR 5M. BEAM Icm� ICE MAKER, Tplp TREAr:> B.W. BOTH WAYS T45 TOP AND TTOM 50T. 50TTOM T.B. TO BAR B.O. TTOM OF JAN. - IAN I TOR T.C. TOP OF CURB OR TRASH COMPACTOR BRKT. BRACKET -JT� JOINT TEL, TELEPHONE B.U. BUILT UP R. TERR.AZZO T40, TONOUF AND GROOVE THK. THICK KIT, KITCHEN T.F. TOP OF PAVEMENT CAB. CABINET KS. . KNEE SPACE T,P.P. TOILET PAPER 115PEN5ER C.B. CATCH BA51N T.S. TUBE Or STEEL CEM. CEMENT TV, TELEV15ION CIER. CERAMIC T.N. TOP OF WALL C.I. CAST IRON LAB. LABORATOR',r' TlY"p' TYPICAL C.O. CORNER 671JARD LAM, LAMINATE C.J. CONTROL JOINT LAV. LAVATORY 01-65. CEILINGS LKR. LOOKER CLKO. CAULKINO LT. LIGHT UNF. UNFINISHED CLO. CLOSET U.N.O. UNLE55 NOTED OTHERWISE CLR. CLEAR UR. URINAL C.O. CASED OPENINO COL. COLUMN MACH. MACHINE C.M.U. CONCRETE MASONRY UNIT MAX. MAXIMUM COMP. COMP051TE M.C, MEDICINE CABINET VAC. VACUUM CONC. CONCRETE M.D�F MULTI-DEN51TY FIBER VERT. VERTICAL CONF, CONFERENCE MECH. MECHANICAL VEST. VESTIBULE CONK. CONNECTION MEM5, MEMBRANE VC.T. VINYL COMP051TION TILE CONSTR. CONSTRUCTION MTL. METAL V.W.C. VINYL k�ALL COVERINO CONT. CONTINUOUS MFR, MANUFACTURER CONTR, CONTRACTOR MH. MANHOLE CORR. CORRIDOR MIN. MINIMUM W.WESTCPT. CARPET MIR. MIRROR K/ WITH C.T. CERAMIC TILE MISC. MISCELLANEOUS vq.rl. WATER CLOSET CT5K. COUNTER SINK M.O. MASONRY OPENING]elo' WOODC, CNTR, COUNTER MTD. MOUNTED �AVO WITHOUT Tfz;z. CENTER MUL. MULLION VNIP. WATERPROOF W.R. WA RE515TANT ViEx��T. NAIN500T D. DRYER N. NORTH WT. ks[E I &HT PBL, DOUBLE N.I.G. NOT IN CONTRACT N.N.F. WELDED WIRE FABRIC DEMO. DEMOL15H No, OR # NUMBER KEPT. DEPARTMENT NOM, NOMINAL D.F. DRINKINO FOUNTAIN N.T.S. NOT TO SCALE yr;>. YARD VTL, DETAIL DIA, DIAMETER DIM. DIMENSION P15P. DISPENSER O.A. OVERALL DN. DOWN 055` OBSCURE D.O. DOOR. OPENING O.C. ON CENTER DR. DOOR O.D. OUTSIDE DIAMETER PVSIR. DRAk,4ER OFF, OFFICE D.S. DOWN SPOUT OPN5. OPENING D.5.p. DRY STAND PIPE OFF, OPPOSITE plesio. DRAWING O.T.O. OUT TO OUT D.N. D15H WASHER PR05T. PRE-CA5T E. EAST PL. PLATE EA. EACH PAM. PLASTIC LAMINATE E.J. EXPANSION JOINT PLAS. PLASTER EL. ELEVATION FLVV. PLYWOOD ELEC. ELECTRICAL FR. PAIR ELEV, ELEVATOR FT. PAINT EMER. EMER&ENCY F.T.D. PAPER TOk�L DISPENSER ENCL. ENCL05URE P7.D./R COMB, F.T.D. AND RECEPTACLE E.P. ELECTRICAL PANELBOARD PTN. PARTITION Ea. EQUAL F7,R. PAPER TOWEL RECEPTACLE EQUIP. EOUIPMENT E.W.C. ELECTRICAL V4ATER COOLER EX5T, EX15TINO EXPO. EXPOSED FRC5T. PRE -CAST Exp. EXPANSION PL. PLATE EXT, EXTERIOR PAM. PLASTIC LAMINATE FLA5. PLASTER PL],10. PLYWOOD FR. FAIR F. FACE PT. PAINT F.A. FIRE ALARM RT.P. PAPER TOWEL DISPENSER F.S. FLAT BAR F7.D./R COMB, P.T.D. AND RECEPTACLE F.D. FLOOR IN PTN. PARTITION FDN, FOUNDATION P.T.R. PAPER TOWEL RECEPTACLE F.E. FIRE EXTINGUISHER F.E.C. FIRE EXTINGUISHER COPE F.F. FINISH FLOOR F.H.G. FIRE HOUSE CABINET O.T. OUARR)' TILE FIN. FIN15H FL. FLOOR FLASH, FLA5HIN5 R. R15ER FLOUR. FLUORESCENT D. RADIUS F.O. FACE OF R.B. RUBBER INALL BASE F.O,C. FACE OF CONCRETE R.C.P. REFLECTED CEILING PLAN F.O.F. FACE OF FIN15H R-D. ROOF PRAIN F.O.5, FACE OF STUD F. REFERENCE FFRF. FIREPROOF RFOR. REFRIGERATOR FR. FIRE RATINE REO. REOUIREP F.S. FULL 51ZE R.E5, RE51LIENT FT, FOOT OR FEET RM. Room FTO. FOOTINGS R.O. ROU63,H OPENINO FRZR, FREEZER Rkv. REvkqooD FURR. FURRING R.W.L. IN k4ATER LEADER FUT. FUTURE ARCHITECTURAL JSSUED DATE I SHEET# I SHEET TITLE 2024.11.14 AO.O COVER SHEET 2024.11.14 AO.I SHEET INDEX 2024.11.14 ALI 51TE PLAN 2024.11.14 AI.2 ENLARGED 51TE PLAN 2024.11.14 A1.5 ENLAROEP 51TE PLAN :2024JI.I4 Al .4 ENLAROED 51TE PLAN 2024.11.14 A2J ARCHITECTURAL ELECTRICAL FLOOR PLAN 2024.11.14 A2.2 ARCHITECTURAL ELECTRICAL FLOOR PLAN 2024.11.14 A23 FOUNDATION DIMENSION CONTROL 2024M.14 A2.4 FOUNDATION DIMEN51ON CONTROL 2024.11.14 A2.5 ROOF PLAN 2024.11,14 A2.6 ROOF PLAN 2024.11.14 A2.7 ROOF $ TYPICAL STEPPE-D BUILDINO PLAN 2024M.14 A5.1 ATION5 [LL\\//ATION5 2024.IIJ4 A5.2 2024.11.14 A5,5 TYPICAL STEPPED EUILr--)IN0 ELEVATION5 2024.11,14 A4.1 SECTIONS 2024M.14 A4.72 SECTIONS 2024.11.14 A4,5 TYPICAL 5TEFFEr;> EUILDIN5 SECTIONS 2024.11.14 A4.4 SECTIONS 2024M.14 A-T.1 DETAILS MECHANICAL, ELECTRICAL, PLC M13ING ISSUED DATE SHEET# . ..... ..... ..... ..... ..... ..... ... SHEET TITLE REVISION 2024.11.13 11 ifilill, I I'll, iiiji jg�11111111114�1111! 11! 2024.11,15 EO.I ONE LINE AND 50HEPULES - ELECTRICAL 2024.11.15 EI-0 -1.0 FLOOR. PLAN 4 AND 5 - ELECTRICAL 2024.11,15 E2.1 FLOOR PLAN 4 AND 5 - ELECTRICAL. 2024.11.15 E2.2 FLOOR PLAN7 AND ELECTRICAL 2024.11.15 E5.1 DETAILS - ELECTRICAL 2024.11,15 E51.1 5PECIFICATION5 - ELECTRICAL 2024.11.15 E51 .2 SPECIFICATIONS - ELECTRICAL in 1111f L00-TIOM a Ali ISSUED DATE I SHEET# I SHEET TITLE 2024.11.15 51.1 51.2 2024.11.15 52.1 2024.11.15 52.2 2024JI.I5 52.5 2024,11.15 524 2024.11.15 55.1 2024.11.15 54.1 STRUCTURAL NOTES STRUCTURAL SCHEDULES FOUNDATION AND FRAMINO PLANS FOUNDATION AND FRAMINO PLANS FOUNDATION AND FRAMIN6 FLAN5 FOUNDATION AND FRAMING PLANS FOUNDATIONS DETAII-5 FRAMING DETAIL5 W W oL z 0 > U.< W OL CL < cr Ir o 0 f r% W %J IOL OL cj) cr V i W z U W z 44k H > W 0- cr < a: • lob No: 2405(b • 14 AU 4 M (p 6601% PLi - Revision: PLO MR Sheet Title: SHEET INDEX W., Drawn By: xX Sheet Number: AU.1 51TE PLAN DATA SUMMARY TABLE ITEM EXISTING PROPOSED GENERAL 51 TE DATA ZONING- (FROM ZONING MAP) R-MF-2 R-MF-2 LAND USE (FROM ZONING Of,?,DINANCE; INCLUDE ALL APPLICABLE U5ES) MULTIFAMILY MULTIFAMILY TOTAL LOT AREA (50UARE FEET AND ACRES) 5660,6,51 1--F - 111.7541 Ar, e>&OfbBgI 5F - 1q.-7541 AC FIRST FLOOR -BUILDING FOOTPRINT AREA (50UARE FEET) 115,251 sr 12, SF TOTAL BUILDING AREA (50UARE FEET) 516,45a 5F 551,4112 5F 5UILDINO HEIC7HT (rEET/# STORIES} EX15TINO/5 STORIES EX15TINO/55TORIE5 FLOOR AREA RATIO (RATIO XXX) 0.565 0,565 RESIDENTIAL UNITS E3UILDINO DISTANCE SEPARATION # OF 5TUDIO5/EFFICIENr-,IES/MINIMUM UNIT SIZE # OF I BEDROOMS/MINIMUM UNIT 51ZE 174l76 i 174/7641 # OF 2 BEDROOMS/MINIMUM UNIT 51ZE 114/1041 114/1041 # OF 5 BEDROOMS/MINIMUM UNIT SIZE 12/13145 12/151a TOTAL UNIT COUNT 545 UNITS 548 UNITS RESIDENTIAL DENSITY (UNIT/NET ArREAOE*) NET ACREA0E = TOTAL ACREAGE MINUS STREETS AND OPENSPACE PARKINr-- PARKING RATIO (FROM ZONING ORDINANCE) 2.0 SPACES ZO SPACES X 54e>) M 56 W of I M OUI A lag mill 1�2 RERED PARKING, (2.0 6>416 PARKING TOTAL SURFACE PARKING — --------------------- tiE-T 14, . ..... OARAC--;,E PARKING :20, SIDE WILDIN16 SET13A,% PEA- ZONING TANDEM PARKING 56 56 FILANE A45EMENT ACCES51BLE PARKINS I& RE E PLAT A SLOE 6225 IMPERVIOUS AREA 5UILDINO FOOTPRINT AREA 115;2e>1 5F 128755 5F TOTAL PAVED AREA 554,756 SF 5141,120 SF 4" -re-75 (52.04%) TOTAL IMPERVIOUS AREA (5F4 445,05-7 (5ZO&%) 44 TOTAL OPEN SPACE (SF $ 412,644 (417.C14%) 412,506 (47,%%) 0 14 Jl� 02/Al.5 sk NOW OR FORMERLY: SILVER OAKS, LP, cp 15 A PELAkiARE LIMITED PARTNERSHIP 4 C16- PARCEL: 21541-1-IRA. ZONIN6- R-Mf��-2 Z*p OI/AI.5 N e�50o,i,5" N 52451, V. EWVINr.,!5ETf3ArK PER, ZONINO NOIg`4 OR FORMERLY: OJL SILVER OAKS, LP, A VELAViARE LIMITED HATER EASE T VESTED IN - PARTNERSHIP -rL ;CA13, A, 5LIPF- 4!!r7 MOP &RAPEVINE, LLO, 12 A DELA14ARE LIMITED LIABILITY COMPANY -7 D2141161565 PARCEL- 2154"7-1-IRA ZONING: R-MF-2 PARCEL, 4441'q-1-1 Lie " 0 RETAINI UNT: 40024Oa5 Poor, qILi �6- KALL TOTAL LAND AREA: No �l ? Oro # '-, t'- e 0 0 -m -- 4 e*0051 5OUARE FEET ci 141.-75'q ACRES ------- IT FIRE LANE F cJ 7-F AUND I L DOOR EAS MENT AS, 1 74,31 21A& -A 7 10 1 1 , I - —7 z I 16.1 1 1 OAS. A, bL1L.Wr;-74,i!tT IFT-441 — — Af(j I u **Mom"* omm"Wo ri---r- WN FIRE LANE _71-7 4 z D4 0 o! 10 #6 t iu I F fj) I U) < L. -i 11 0- < 1,042 r- . „15 t E 7o 01 < Doe FIRE L NE Fork 1 U) cj z Q) Z < 0-00' N el-7.14,5 E 4(1 NOW OR FORMERLY: '0000, OR055 CREEK OWNER 1, LLC, A PELAKARZE LIMITED COMPANY, AN UNDIVIDED 45,r 74% LIABILITY 9054 CRO55 CREEK OWNER 11, LLO, A DELAk4ARE LIMITED r 5FHATER EA-S-EMENT 10 OABA, 5LIre1,745,T .. LIABILITY COMPANY, AN UNDIVIDED 11q,09!>41115% CROSS CREEK OWNER III, LLC, A DELAkqARE LIMITED 9 HATER EA5EMENT —#4 LIABILITY COMPANY, AN UNDIVIDED 1(1.551551% 0 CAB. A,SLIDE -7431 FIRE LANE 1- ENT 41*�R EA5EMF-NT TER EAO-z CROSS REEK OWNERIV, LLO, A PELANARE LIMITED A, 151-� 14 0ARA665 25i 11 6ARA&E-5 2512 5,F.''' 11 (SARA6E5 2512 S.F. D221054440 LIABILITY COMPANY, AN UNDIVIDED 11.15557% PARCEL- 2616-7-1-IR tu BUILPIN6 #q et)11-r�liNO #el BUILVINO #'I 12 @ j ZONINO: R-Ia`F-2 FIRE LANE FIR[ LANE 02/Al.2 two"m 4*0"00 .0moo ow"m "OWNW .0"Womm ~mw 4000*00000 NOW OR FORMERLY: 3225 N GRAPEVINE (TX), LP, A DELRE LIMITED PARTNERSHIP PARCEL: 44-176-1-1 ZONIN5-. R-MF-2 NORTH 50, 60, 1,20, 1&0, '740' 1 �illillillillillillwo��l 1111d�� 01, - ARCHITECTURAL SITE PLAN �CRAPHIO SCALE IN FEET I` = 60' SCALE, 1"=60' 1102 LL mom"mm "Ok"W" oftomw omm"Wom ftww"* 40000 *MONO* #Ammwm 4000"0 4000"Wo "Now"m mkomo* owsm"m #000000 MONO"" 000000 Imomwom www"m a aes<ln='Jjff I \OI/AIA L. 56I.;w I NOW OR r-LgM1-1Zrc,1-T -, RON STURGEON REAL ESTATE, LIP D210525450 PARCEL. I55'72C-A-Oq ZONINO: 00 6, J2 NF-ki &ARA6E E3UILPIN(5 li X/ NEA OARAOE 151JILPINO NEB[ OARAOE 5UILPINO lu 6ARA&E-5 q 0ARA&E5 S) 2,512 S.F ai ....... ... . 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McDonald St. Suite 203 a u I v r McKinney, Texas 75069 w 972.529.9790 ARC�iITECT5, LP is 0 Id 1-1/2" MINIMUM I BM A tl -A 0 If e Ajj 0 LOP Ir op e A '1 61, \'�Ji I I ' I it -Lit 11-1 \e'li-Ii 2 11-12 61 11-12 611 11-1 11-1 ti 11-12 611 11-12 (oil &H :2 2 2- 11-04)71 I-cl ti 2 1-41 ti 411-5it q 1-5 11 Z-11" q 1-5 it 1-5 it Z-Oli OF Af 'A 11 Ir 19 er �. 05/A!3..2 02 - NINE CAR GARAGE FOUNDATION DIMENSION CONTROL PLAN SCALF1/4"= 1'-0" 1-1/2" MINIMUM LU D- y tF cl 1-5 0A Ir �V 41 1-511 Z _1q it 11 1-5 TI 21-111, 41 1 -5 11 11 1-5 11 :2 t-11 it 11 1-5 0 :2 1 1, 0 1 /A5.2 01 - SEVEN CAR GARAGE FOUNDATION DIMENSION CONTROL PLAN 50ALF: 1/4'= It -Olt 3 3 LL— OL fr z 0 <W U. <k OL CL < r2A 0 W 0 -110 CL 10L 3: W W W U W z Z(r5 H > W 0- a: E5 c'*3 -lob No: 24056 cLfD A tA A# C) P4 Revision: PLO Sheet Title: FOUNDATION DIMENSION CONTROL Drawn By: Nr.,C, Sheet Number: A A**& 2.4 wvj I 11 11 ON . .............................................................................................................................................................................................................................................. . . .. .... ....................................................................................................................................................................................................................................................... ...... .... .... .... .. . . . .. ... ...................................... 0400'1 L-------------------------------------------------------- qW401IyE I W� 9 WIWAwi. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - > > ::j > > < > (J) M T p ? s -2 AU) Q) --i r zm > A Q) (J) r kp ------------------------ "ISSUED FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION." 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McDonald St. Suite 203 McKinney, Texas 75069 0 r---------------- wm ASPHALT SHINGLES TO MATCH EXISTING SUBMIT FOR ONNER5 APPROVAL 'TYPICAL L---------------------------- OUTTER5 KITH PONN5POUT PER ELEVATIONS, TO MATCH EXISTING --------------------- 7-d-2 ----------------------------- m 04 — NINE CAR I GARAGE, ROOF PLAIN SCALP: i/411= if -oil E 04/A5.2 n a u ------------------------------------------------------------ ------------------------------------------------------------ - b"A ------------------------------------------------------------------------------------- `7-12 n ASPHALT SHINGLES TO MATCH EX15-TINC, 15UE3MIT FOR ONNER.5 i AFF'ROVAL TYPICAL L -------------------- V41TH DONN1SPOUT PER ELEVATIONS, To MATCH EX15TINC;7 M -------------------------------------------------------------------------------- /-mow - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 03 — SEVEN (o."' ;hAR GARAGE ROOF PLAN SCALE: 1/4"= 1'-0" u n w 3 3 04/A3,2 60 bit 61. (oil 611 ii .14 I I-& it I J-6 it 10 L# 0., A 00 if L# 54250 To 542"75 To 545.00 TO 54511.25 TO 544.1,di 5Vq 5453o Tc 545a5 TO 544,Gr 00 TC . . . . . . . . . . .... . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . "Z_ "Z - - - - - - - - - - - - - - - - - - 544.55 Tc 544�11-1 5A 545.44 545.a5 544�6 50 41 5N 5425L 54!5�141 5A 544.&q 5N \- 544.141 5N 54ZT1 5N 542.b i 51 543.Iq sk"I 545.bq 5A 5A 545,641 Ski 11 - 541.44 5N 541 �77 5N 542.1q SA 542.49� 5A 543.Iq 5N 542,-M SIN W 541,50 5L 541.-M 54130 5L 540.95 5L 541 54144 SA PRO 541.515 5L 540.54 540,e�5 5L 54062 54045 5 541.14 541,77 Ski 541.45 542J"1 5H 541.�2 542.4e> Ski 542.16 V/- 545.141 SN 542.4,1 545.1SIN 542 .55 545.61 SN 545.25 544.11q SN 54IJO 541.41 54175 4 542.12 542.45 � 542.54 545.21 - I I i ---545.C65I I 541�645 EL 541.35 541.,14 E3L 541 .-To o 54225 E3L 54Z04 TT �-1 542.61PI 5L 54Z57 0 545� 065 5L 542.16 5 't 3 54565 E3L 545.15 545.1q4 eL 0 q1_511 A fj 61, b'i 1-12 611 bit 11-1; &1- 1'-1' I' -In &It 11-1 bit 2 2 2 5 2 2 2 21-011 111-511 A A 'I Ir 02 - NINE CAR GARAGE FOUNDATION DIMENSION CONTROL PLA SCALE: 1/4"= 1'-0" 1 11MI 2--410 21 Ir 05/AF5.2 ----------------------------------------------------------------------------------------------- ---- -------------- - ------- --------------------------------------------------------------------------------------------------------------------- n 544.641 5N 545,64 54436 5L 545.75 TO 545.52 C 544.55 TC ----------------------------------------------------------------------- 12: 12 ASPHALT 51INOLF-5 111111110.- TO MATCH EX15TINO 5U5MIT FOR OMER5 APPROVAL TYPICAL L-------------------------------- ---------------------------------- ------------------------------------------------------------ ----------------- ----------------- ------------------------------------------------------------- ----------------- - ---------------- --- ----------------------------- OUTTER5 KTH PONN5POUT PER ELEVATIONS, TO MATCH EX15TINO 0 1 - NINE CAR GARAGE ROOFFLAAN SoALF14,= I' I-0 '"'' . . ....... ..... . . .. .. ...... . .. '" '" . . ....... . . ..... . "'' . .. ..... . .. . .. ..... . . . . ...... . NOTE, OIRANN SPECIFICALLY FOR 5LV67. #cl BUT DRANINOS SHONN ARE TYPICAL FOR SIMILAR. CONDITIONS. 7'�FIC..,AL STEFFEL�) 5UILE�)INGI 1�)ETAILS (.0 Ln 0 • Ln r 0 x cr) r,4 U (U 4-J -:; v) z cy) 0000OF U-j -17 Wza5- 0- W Z N • W W CL Cr z Ao > 04:a W 0 U. CL < W Q) - W; CL 10L U i W W 4 Z U Z 4 > < W 0- z W 0 c") F- Job NO: 24056 A cr < (p Date: 2024.11.14 Revision: Sheet Title: -TYP.STEP BLD*- FOUNDATION +ROOF PLAN Drawn BY: Sheet Number: A2.7 A5FHALT 5HINOLE5 TO MATCH EX15TINO DOPqN5F'O1JT TO MATCH EX15TINO TOP -1-'-JLI 1tI 1 L' 2X5 FA5CIA 5OARP TC MATCH EX15TINO f- 7-- PLATE -T--r 2X& TRIM TO MATCH W EX15TINC-7 ---------- EXTERIOR LED LIGSHT IT 1, 1� 11 1, FIXTURE TO MATCH =z7F m -1 EX15TINa 5RICK VENEER TO I- r-T-T uj MATCH EX15TIN(5, LL. rr z 0 50TTOM METAL 0ARA&E > ,LA-E ------- DOORS TO MATCH LL ArL-", r CL EXISTIN& .......... GA GE FF VARIE5 5EE 5ECTION5 AND ow CIVIL DRAKNO-5 04 - FIVE CAR GARAGE ELEVATION FRONT Tt 50ALE= 1/4"= 1'-0" ^100 0) ROOF VENT (::,EMENTITIOUS TRIM TO MATCH EX15TINO A5PHALT 5HINOLE5 TO MATCH EXISTINO 1� IT 1, V 11 2X5 FA501A 5OARr,> --r TO MATCH EXISTINO T I, IT IT IT IT I. It IT -METAL-607ER AND MONN5POUT TO MATCH .. .. ..... EX15TINO 7- -7 2X& TRIM TO MATCH IL I 10 , ' I! T� LI L, I I t t t EX15TINO I 1 1, 1, ir t. it 1, Ir t� I� �t I. I, It IT 1. t, it i.IT 1, it It 1, 1 E3RICK VENEER TO 1-4 MATCH EX15TINO -T-4:-; i- i T1 r-' --r- -T--r' -T -i" 1 t 1 1 1 02 SIDE ELEVATION '1Y PC* -AL � A.--o -007 CL u j D W W 4 z A5PHALT 5HINOLE5 z TO MATCH EX15TINO LL > METAL TTER AND DOINNSPOUT TO MATCH op, FX15TINO cc TOP 2Xe5 FA501A BOARD Z OOOPI PLATE TO MATCH EX15TINO 2X& TRIM TO MATCH 0 4 EX15TINO CV) CEMENTITIOU5 51DIN5 TO MATCH FX15TINO CI MENTITIOU5 TRIM TO MATCH EXISTING E30TTOM PLATE Job No: GA 7 71 OE F,F VARIE5 5EESECTIONS AND CIVIL DRANIN65 03 - FOUR CAR GARAG"'E ELEVATION REAR Ott A4 50ALE. 1/4"= 1'-0" cc < Date: 2024.11.14 ASPHALT 5HINOLES TO MATCH EX15TINO 4-, Revision* METAL OUTTER AND DONN51FOUT TO MATCH EX15TINO TOP 2X5 FA5CIA 50ARD PLATE TO MATCH EXISTING 2X(b TRIM TO MATCH EX15TINO T-T EXTERIOR LED LIGHT FIXTURE TO MATCH EX15TINc7 Sheet Title: --- --------------------- ---------------------- - ----------------------- ---------------------- ERICK VENEER TO ELEVATIONS MATCH EX15TINO P4 ---------- ------------ -7ARAOE TTOM METAL C PLATE50 ---------------------- ------------------ DOORS TO MATCH r - '-'-r T-- - - - - - - - - - - - - - - - - - - - - - - - 01-00 EX15TINO LL" M M M M p., Drawn Y. NC�� Sheet Number. -OARA6E F,F VARIE5 SEE 5ECTION5 AND Lm CIVIL DRAKNt55 01 - FOUR CAR u'0"%ARAG*%E ELEVATION FRONT 50ALE, 1/4"= 1'-0" a) F, 0 m as F 0 Q) LU Q) QZ / TO MATCH EX15TINO y 1. " - - - - - '', t� ,};` ' t ,. k � t - t . - s . F - - - - : - - - - - - - � ''� - > a ,- - .—.-"-T`.?'- `r` I, '' - �,' ! F. ; � i < ,.�_. -•- -.-..- t . , .�� r , - - - - - - - _i._ POAN5i='C:UT TO MATCH TOP t - - - - - ', - _ - - } r• i i. 3 3 i i f E i E ! i E � 3 _ - - - - - - - - - ''', - � } i -- - - ' /J - - _ - - - - - - �, ) f �� Y"`-"{'^"` L "-' - - - - _ _ - _ PLATE t . r TO MATCH EXI5TING* r „� s '.- .r .^' �' �' y'�, i '�✓- - ',: TRIM T MATH X 1N :�. E i i i E a i i i f E k 7 t F t i f E f t ._ __ L__ _3 __ 2 _. _7-,_._.I t t E_ t 3 -�r•;.. t t f t f f t t : t E t r- ! F r f F r f f� t ! ! E � ': + __ i_ �µ _ ._.-s...—..-_.- _ _ - y 2 EXTERIOR LED L.1(�7-HT FIXTURETO MATCH XI TIN& I.�. — — < — — — — -- - ____-_____ __ -____ _- ;-;�._�—_-` - _____ -_ -____ ___ __-______ _�- -_ __-_-_--_________________ :--=:;-"" -------------------------- ��- �4�iC.*#�. VENEERTO�' rr rL e - - _ t ______ __ _ __ ____-- ;_ _--_--- _ _ _ _-_- C ________________ _____ -_ _-_-__ ___ _--___- _-_--___ _ _-_--_-__- =` ---------------------- ----------------------- MA1C"✓{#XiSTINC _r -- - _ METAL AP.AOS' U. (., C>TTOM F + , t F+ _ _ ._ __ _ _ _..- - _- _. _ . _ ._ ._ _ ._ ._ ._ _. _ _ _.._ MOORS TO MATCH _ _a PLATS 4 �- t F t -`�- _ - __ - _ _ __ - - .. __ - - _ .. _. _ _. _. _ .- - f t J E ; ` _ - _. _ _ .._ __ _ _ _ __ ` - __ - - _ _ - _ - -. _ -._ �-T-->-. ,' ,--�-->. , " ,'mum1 _nwm - —n v+rwwnw�xnwm� �" X15T NO Yf . SECTIONS i±wYdN..d ANC,:% CIVIL DRANIN,55 0) 3 — NINE CAR GARAGE ELEVATION FRONT � CL SCALE: 1I4`€= I`-Ck" -�cr �.. 1 G C' C M NT T1C?US NCB Sl 1 � TO MATCH EX15TINO - — C -MENTITIOU5 TRIM TO [ t MATCH EXISTING BOTTOM [ I PLATE _ C,_C _... - _ - _ _ _ _ _ _ _ - _ _ _ _ _ _ - _ _ _ _ __ _. _ . __ -_ _ _ - �_ _ _ T _ _ �_T a_ w _ _ _ �_ w _ _ _ _ _-- _ 4 _. _ _ w _ __ _ _. _ �__ Job No: 2405 ARA E F.F VARIE5 SEE SECTIONS M- ANC? MW CIVIL DRANIN05 0 SEVEN CAR GARAGE ELEVATION READ Ott A4'��,� SCALE. 1/4"= 1 `-0" — Cc <� Gym ROOF VENT d CEMENTITIOU15 TRIM TO CAST STONE ARCH KEY�� MATCH EXI5TIN6 STONE TO MATCH EXISTING ~ » A1HALT HItcL Oats; :2:2. 1,I !Z' t ' TO MATCH EX15TINO 4-� Revision* - METAL CUTTER&UTTER ANDlea i 1 t t POV4N5PO T TO MATCH EX15TINO it t i TOP -t_.-_t PLATE f, `. I. f, 11 t, X5A1A A 4 i - TO MATCH EX15T1N& 2X& TRIM TO MATCH EX 5T e p f INO - + - : ; t t t k - . : —.-j- ' - - r i p - ' , - I, i (. 4t.,— '! 3 EXTERIOR LED LIGHT F I XTU TO MATCH .a EX15TIN(5 " Sheet Title: _ �__----_._._.___.___._._____._._..____.._ f F___..�.______w_w.w.w__._.__..__.._.__- _ ;.ram-. •_..�-°� ,__'--,-t-. �-,t � ._ 5......,,,,,.— _ ELEVATIONS TM , RICK N P TO I' MATCH X IN ��_' _ _.._ _.. _. _- _. _. _ __ ..- _ _ _ _ -- —.._ _ _- — -_-._` :_:.a._,.�—...mod.. ' t_` - —. __ — _ _ _- __ _ _ _ _ __ — __ — — -- _ _- _ ._ _ .-�-.�.. �-.µ.T�.�. __ _.. _ _ _ _ _.. _ __ .._ _ _ _ _. w.._ _. _. _ ._ _ _.._ .. � ' , ' , � , .._ __ _.._ .._ _ ._ ._ _ _ _ _ _ _. _ _. _. -- —. -- -- •- .T-:__'..,.. .. � . . __ _- -- — — -- -- — -- — � _ w.._ w.._ _- __ _ . ._ C � 1ST C? r � a METAL 0ARA&E -PLATE il - -4 `r-�w"f. -`,- - - a "J`ti ` •- ^t x-tt .-.. z,.ii< , �` +,�M FE 3 ------D- c-OR---S---T- O- MATCHDrawn M M El ElMM M By: NC /EX15TINO - Sheet !C✓e A A5 , F>F VAR1E5 BEE SECTIONS AN CIVIL DRAkqIN&5 +� 1 — SEVEN CAR GARAGE ELEVATION FRONT TOO PLATE .. . . .. .... . ... ..... . . . . . . . . ... --------------------- &ARA,55-E F.F VARIE5 5EE 5ECTION5 ANP CIVIL PRANIN05 ROOF VENT CEMENTITIOU5 TRIM TO CA5T STONE ARCH 4 KEY MATCH EX15TIN5 STONE TO MATCH EX15TINO V A5FHALT 5HINOLE5 12H TO MATCH EXISTINO METAL R AND IS -�UTTE IT I, OAN5FOUT TO MATC 1f ,_:Vx,5TIN6 2X& A501A 5OARr.> F TO MATCH FX15TINO r}E2X& TRIM TO MATCH ---- -- _ EX15TIN(5 EXTERIOR LED LI&Hr. FIXTURE TO MATCH Ir i� 41 11 IT 11 1, f EXISTINO 65 --------------------- 5RICK VENEER TO i s _TT r-1- t t MATCH EX15TING LL ----METAL 5ARAOE DOOR5 TO MATCH - --------------- ----- ----------------------- ----------- ---------- EX15TINO ---------------------- U FL=J1 L] M '6m 6= 01 - NINE CAR GARAGE FOUNDATION DIMENSION CONTROL PLAN 1'-0" x 0 CL fr z 00, W U. OL r2A 0 Ir, W 0 CC <::L 10L _j W W U W z Z c5 H > W 0- a: 0 3 c") -lob No: 2405(b A r-W k M (tup, • Date: 2024J1.14 P-.4 Revision: Sheet Title. TYP. 00 STEPPED = BUILDING ELEVATIONS W., Drawn By: Nr-,C Sheet Number: NOTE; VRkV4N 5FECIFICALLY FOR ELPO. #11 BIT PRAIAIN&5 SHONN ARE T"rPIOAL FOP, 51MILAR CONDITION5. 7`�FIC.,,AL STEFFEE�) 5UILE�ING-w TAILS SEE STRU r-,,TURAL FOR ALL FOUN[�ATION I SEE C-11\11L FOR ALL ORADINO AND FINISH QI/A4,2 S E f f f f f f ( ( ( { TOP PLATE { TYPICAL. { { 412 - SECTION VIEW THROUGH Q2/A4.2 i f f E E �F G � f -- I v � I � � I i 1 d ------------ 01 - SECTION VIEW THROUGH GARAGE DOOR � I. f f f f f f !BOTTOM BQTTOM PLATE F.F VARIES 44 { t A f d` �J\ Q2/A"tl f f f j TOPPLATE F! ti .+✓ 1 1 I d N NOTE: (TYPICAL) 5ARAOF TOP PLATE HEIGHT ABOVE OARAC7E FIN15H 1=LQQR CAN VARY BASED ON 5TEP5 IN ORAPINO AND �+ FOUNDATION. USE PRE -OUT STUP5 WHEN APPLICABLE, EIELP CUT V4HEN NECESSARY. SEE STRUCTURAL _t 0 P4 BQTTOM PLATE 0#_Qk# d d F.f= VARIES a Q) Lu F-- Q) QZ Job No: 2405 Sheet Title: • brawn By: NC,G Sheet lumber- _................. ------------- a • X 4 T ! X X �9 > � _ Y XU-4 > t p XX > Q m m_� � M -0 74 tip i zQ i X =i A T ,►,► ,PROJECT • M ► err . CA "' •GARAG"'Et"; AT U""RAPEVINE K N Cr) IU3 TWENTYFU"UR 99 APARTMENTS (31 3601 GRAPEVINE MILLS PKWY, GRAPEVINE, TX «w*" 76051 ..• 901 N. McDonald Suite r w u I v r McKinney, Texas 75069 972529.9790 irm wo mm4cn ;;U 01 D- r- r— :5- 0 0 S * R 0 A NEW PROJECT FOR (D M -0 Q CA "ARA*Eo""' AT GRA""'LEVINE • • ' ,"PARTMENTS U3 TWENTYFU"UR9'0`9 A` z 0 co m.,• ARC M ITECT5, LP 901 N. McDonald St Suite 203 McKinney, Texas 7506 972529.9790 a mi W I 1 -1 -1 1 -NE2 111- a NO I I I I p 2X 1& 0 OCKINCS 2X(b OUTRI00ER REF. STRUCTURAL 1X5 TRIM FAINT TO BUILDINO ViRAP OVER MATCH EXISTIN5, METAL FLA5HIN& 1/2" EXTERIOR 51DIN& TO MATCH EX15TINO 0RAPE PLYkqOOD ASPHALT 5HINOLE ROOF METAL PLASHINO TO MATCH EXISTINO KITH DRIP EDGE ROOFINO FELT ON 1/2" STEP FLASHINO PLYkqOOr,> 5HEATHIN5 UNDER ROOF FELT AND BEHIND R.IPOE BEAM METAL FLASHING REF. Y STRUCTURAL 2X4 NOOD 5TUD NOOD TRUSS 04 DETAIL 50ALE: 1-1/2"= 1'-0" -m 111 1-9 02 - SECTION VIE W THROUGH NINE CAR GARAGE SCALE:1'-0" ............ KOOF FELT ON 1/2" MOOF 5HEATHINS 1-1/2" MINIMUM BOTTOM PLATE 4-4 VARIF5 A OARA(5E 4 4 A 214 F.F VARIES AA 03 - SECTION VIEW. THROUGH I NINE CARI GARAGE SCALE: 1/2"= 1'-0" 01 - SECTION VIEW THROUGH NINE CAR GARAG T! ;T mrow,Zm P �TE TI-110AL) &ARA0E TOP PLATE ':1(5HT AE30VE &ARA5E FIN15H .00R CAN \/AfZ*r 5ASEP ON 7EP5 IN 5RAPINO ANP kUNPATION, USE PRE -OUT 5TUD5 IEN APPLICABLE, FIELD CUT NHEN .0-55ARYSEE STRUCTURAL kAN IN 6-5. m ,Job No: 24056 WI I Sheet Title: • NOTE. DRAks[N SPECIFICALLY FOR 51-DO. #41 BUT DRA*NINOE 5HOV4N ARE TYPICAL FOR 51MILAR CONDITION5. um J& 17AIL PLAN VIEW WALL SCALE: 1-1/2 = -01, ASPHALT 5HINOLE5 Jm I " TO MATCH EXISTINO 2X& RAFTER SEE FRAMINO PLAN ROOFINO FELT -1 1/2" EXTERIOR CC--7RA ROOF 5HEATHINO 2X(o CEILIN& J015T 2X& - 1015T SEE FRAMINO PLAN ------ ------ 2X5 TRIM TO MATCH EXISTING rvUTTER TO MATCH EX15TINO, IX2 TRIM TO MATCH EXISTING CEMENTITIOU5 50F=IT PANEL TO MATCH EX15TINe 2X& TRIM TO MATCH EX15TINC, E1LDIN0 V4RAP ON 1/2" EXTERIOR GRAVE PLY;NOOD 51DINO TO MATCH EXISTING 2X4 AT 16" 00 03 - REAR HEAD DETAIL 5Ae>" CS-YP 5OAR.D MATCH FX15TINO CAST STONE ARCH 4 KEY STONE TO MATCH EXISTING 05 DETAIL AT 0 SCALE- 1-1/2"= 1'-0" ASPHALT SHINOLE5 TO MATCH EXISTINO 2X,& RAFTER, SEE FRAMINO PLAN ROOFiNO FELT ROOF 5HEATHINO 2X6 CEILINO J015T 2X(o J015T SEE FRAMINO PLAN F 2X8� TRIM TO MATCH EXISTINO - OUTTER TO MATCH EX15TINO IX,2 TRJM TO MATCH FX15TINO - 2X6 TRIM TO MATCH FX15TINO - E3UILDIN5 INRAP ON 1/2" EXTERIOR ORAPE PLYAOOD METAL FLA5HINO NITH DRIP ED&E EXTEND UP UNDER 5UILPINO NRAP STEEL ANOLE LINTEL REFERENCE STRUCTURAL 02 - GARAGE DOOR HEAD DETAIL SCALE: 1-1/2"= 1'-01' ASPHALT SHIN&LE5 TO MATCH EX15TINO 2X& RAFTER SEE FRAMINC-7 PLAN ROOFINO FELT 1/:211 nxTERIoR ROOF SHE'ATHIN& 2X& CEILIN&JO15T I GUTTER TO MATCH EXISTING 2XIM TO MATCH EXISTING IX2 TRIJM TO MATCH EXISTING CEMENTITIOU5 SOFFIT PANEL TO MATCH XI TINE 2X& TRIM TO MATCH EXISTING 5UILDIN6 NRAP ON 1/2" EXTERIOR GRAPE PL'�rkiOOP BRICK TO MATCH EXISTING 2X4 AT 1&" O.C. BRICK TIES 16" O.C. 04, - EAVE DETAIL SCALE: 1-1/2"= 1'-0" BRICK TIES 16" J.C. 5UILPINO NRAP ON 1/2" EXTERIOR 5/8" GYP BOARD GRADE PL"rkqO D TO BE INSTALLED [Arj OVER THE FLA5HIN5 TO MATCH-EXISTIN61-- 5A5E FLASHING UP kqALL MINIMUM 12" 2X4 AT 16" O.C. FOUNDATION SEE STRUCTURAL 4n < PAVING OR < LAND50APE SEE CIVIL ON 00`1 - BRICK TERMINATION DETAIL SCALE," 0*) F, c) m 0 m c: M M 0 0 x W F- Ln 0 (D > (n uQ) Lu mmomm QZ rr% W Z ZW<D F— W Lj rr CIL z u LL > < W U. <k CL CL < cr W 0 wo n n W W W 4 Z u z LL > W >- CL rr a: -00pir 0 o W (0 lob No: A Ott m & C' m 4 Date: 2024.11.14 4.4 Revistom 0 Sheet Title: • DETAILS W., Drawn By: NC�� Sheet Number- A7.1 IMAGES EPSG2276 - Daic2024102 Lat32 976067 Lon-97 0394.13 Mpp() D75 XREFS xStrm xSufv xLitil xBFdr xAeriaf -xSite xHtch LAST SAVED 11 1:2024 12 22 Rol PLOTTED BY CORKOVIC IVAN I I ' 12024 12 51, PM D%VG PATH K'RCH CIVIL'060024200 - GPAPEVINE GRADING & PAVE CAD,PLANSHEETS D�,%�G NAME GRADVhiG PLAN D,%-G, 1 OVERALL SITE' This document together with the concepts and designs presented herein. as an instrument of service is intended only for the SPerifiC Purpose and ccltenl for vrhich it was prepared Reuse of and improper reliance on ;his document wrthout vvntten authorization and adaptation by Kini)ey-Horn and Associates Inc sr)aIl be withOLIT liability to Kimley-Horn and Associates inc GRAPEVINE GRADINI K AND PAVING r*T.07A ftFjUjjjNLaWQ T vjt ^ M M M KHA PROJECT 060024200 DATE OCT 2024 SCALE AS SHOWN • < = DESIGNED BY ST it DRAWN BY IC it aw, CHECKED BY ST v rya > > >M 0 X X x X 0 X X 0 0 z 0 -U -0 C) 0 0 0 (f) z 0) U) M M Fe M G) i M (3 M (7) C) 0 co co z r) �n z *> >Z � --4 z r- 0 --1 0 M M C C 0 rn i M C M i M M z (0 x x x x N) N) M M G) 0 0 M < 1 C z, , 0 0 M 0 Z ED C 0 x 0 03 I Cc 2024 KIMLEY-HORN AND ASSOCIATES, INC. 2600 N. CENTRAL EXPY, SUITE 400 RICHARDSON, TX 75080 PHONE: 214-617-0535 WWW.KIMLEY-HORN.COM TX F-928 D PE� R ............... . . . . . . ..................... No. REVISIONS I DATE BY CONTRACTOR TO CONSTRUCT 6" 527 3,2 ME CITY CONCRETE CURB PER C REQUIREMENTS 526.89 ME 52724 G 5263.95 TG 526 97 527 1 CE Al- 527 10 ME527 38 G 528,08 TG 527"51 G 528.09 527 32 ME--"-',, 527 66 G 528 19 ME-. 7 GARAGES 1,804 S F 4. 527 84 G 528.07 28 07 ME- 527�52ME-/ N � 527 � 75 ME� 528.04 G____ E s 110 40' GR011C',,CALE20' 0 E 0 -1 E 2 ra CID x I 529 O(J) N,l 529 05 TG J 529,05 TG 529 10 ME-1/4 Hill I //--528.56 ME 528 14 TG 1111111111 11 11 111 1 1 111111111111 111 11111111111 111 Hill Hill I III iiiiiii Hill iiiiiiiiiiiiiiiiii I IIIIIIIIIIIIIIIIIIIIII I III III I I CONTRACTOR TO CONSTRUCT 6" 532"39 ME 532 94 ME -5:33 65 ME CONCRETE CURB PER CITY REQUIREMENTS 532.15 T G 533' 02 G 5 ACMG G 4,05 M %- 512 54 G 534.25 534 22 TG 5 ',�'2,2 531, 54 G N 4 GARAGES 535.18 042 S F 532,41 TG 534,97 TO 53 32 92 TC 5,3447 ME 53515TG 5'12 42 ME 533 51 w- - 5115 E 51 TO 5315"01 ME 532"63 TIC L 22 532,13 ME s CONTRACTOR TO CONSTRUCT 8° CONTRACTOR TO STRIPE NEW CONCRETE CURB PER CITY -0 20* 40, PARKING SPACES (TYP) REQUIREMENTS GRAPH'CALE 20lllllll iiiiiiiiiiiiiiiiiiiiiillillillillillillilllllillillillillillillillilillillilillilililI Hill Hill IIIIIIIIIII IIIIIIIII III 1111111 11 111 111 111111111 11111111 1111111111111111111111 1111111111111111111111111 C34 75 ME N 53431 TG w E s 53551 TG GRAPHIC SCALE 20' 1� s 0 40' 80, V) z GRAPHIC SCALE 40' 0 LEGEND 731 PROPOSED CONTOURS X717,23 TC TOP OF CURB EXISTING CONTOURS X 7 17, 2 3 TG TOP OF GROUND --------------------- CONCRETE SAWCUT LIMITS X717 231 G GARAGE DOOR � 1 - > PROPOSED SWALE ELEVATION 0 PROPOSED GARAGE X71 7 23 ME MATCH z EXISTING EXISTING CONCRETE co PROPOSED CONCRETE CJ X z 2� V,l co GENERAL NOTES* w 1. CONTRACTOR TO FIELD VERIFY EXISTING GRADE U- x 2. CONTRACTOR TO REMOVE AND REPLACE 0 g 02, U) fy 0 CONCRETE CURBS AS NECESSARY. < 0 0 3. CONTRACTOR TO FIELD VERIFY ALL EXISTING WET Cc, Q Z-t Z w x 0 AND DRY UTILITIES. <Z t: ��4 4. CONTRACTOR TO REFER TO ARCHITECTURAL >Q (0 uj -% T >: z PLANS FOR GARAGE BUILDING SPECS 0 :3 W X EL _j uJ � z W o z ............ OF AWM 4 Ali III0, cl:),..-*** op 0.................... ..:.. STEPHANIE TUTT .............................. 45394 . t� CONTRACTORTO CONSTRUCT 1II CONCRETE CURB PER CITY o REQUIREMENTS tv%�Y/ONMLtN� aw 53414 ME 533 90 ME F534 05 ME Z 27 ME 534 38 ME U) 534.21 ME - - F_ 0 r -13 04 51 21 0 TG W C) i ---------- 534,02 G 'n C-4 w -'� 0 C,4 53419 G 53415 2 G i_ < m m CD 534�07 G 0 co w 53420 G z z 5 1 GARAGES 535�00 TG w ,296 S F _j 53, 4 " 4 < w Lu 5315,08 0 535 52 5 3 5 07 INVI E 53556 ME z 0 x F_ z ui z (D > > ZQ_ Ix 0 W Z CL # CONTRACTOR TO CONSTRUCT 6" CONCRETE CURB PER CITY REQUIR0,"IENTS x I w uj c: w T- a (6 m CL Ca uj > CD u.j > cr, Cy Lu Aj cD T Lw D u > o < v) cn Cn '101 Lu < cr 52 6 74 ME 528.07 ME 52939 ME ,,--527,16 ME —52 7 06 Eat ME 52 7 25 ME 527 2 527,27 -527 557 G -528 08 G 5 GARAGES 1,296 S F -528 47 G ,II-52886 ME /-528,88 G 52952 -529,09 TG -529 15 —529 49 T( -52981 ME 529 73 ME CONTRACTOR TO CONSTRUCT 6" CONCRETE CURB PER C IT Y REQUIREMENTS RE U IRE IENTS 530.29 ME ME '0 N 530 30 ME 530 08 ME 530 71 T --------- ------- ---- ---- - 5310,54 ME 5,10 92 ME T-5360 6 G '- GJ5301 -------------- - --------- 5, G 0,5 30 54 5 'A 35 G G 3C 530 94 Ti;,--5 1--'0 645 G 5_ 'o 52,01 5-30A3, G 5, �014 G 5-101,23 G 530 10 TG 7 GARAGES 530 13 53 0 3 1,804 S F 5 ", 2 r 2 530 6) 8 71 532 1 TG 530,61 TG 53 0 6 7 TG CIO 534 10 fI 7 534 1 J 532 00 ME CONTRACTOR T0 TO RECONSTRUCT RETAINING WALL AND VERIFY ELEVATIONS m a T 731 - PROPOSED CONTOURS EXISTING CONTOURS --------------------- CONCRETE SAWCUT LIMITS > PROPOSED SWALE PROPOSED GARAGE EXISTING CONCRETE iPROPOSED CONCRETE 0 x717 23 TO TOP OF CURB X717,23 TG TOP OF GROUND X717 231 G GARAGE DOOR ELEVATION X717,23 ME MATCH EXISTING GENERAL NOTES: 1. CONTRACTOR TO FIELD VERIFY EXISTING GRADE 2. CONTRACTOR TO REMOVE AND REPLACE CONCRETE CURBS AS NECESSARY. 3. CONTRACTOR TO FIELD VERIFY ALL EXISTING WE AND DRY UTILITIES. 4. CONTRACTOR TO REFER TO ARCHITECTURAL PLANS FOR GARAGE BUILDING SPECS I # 6 z rVF19R�mm STEPHANIE TUTT• (D z 0 < >< F- z uj > z > Z Q- w W Z CL w 54289 ME 5,42 12 ME 541 44 ME 5 4 0, 77 ME 54 3 62 ME 5 1 ZA -i 43, 552 G-' 544.01 ME 543 1,�' G 542.37 G-- 540.04 ME 541 70 G 541 02 G -54236 G 54 - 0 - 54' , 71 TO L542.04 G 541 3 G 9GARAGES k543�73 2,312 S F 541 544 ' :,0 TG 54217 544.91 TO --54435 542 17 TC 543 544 38��, 541 us 544 2 M 545 00 ME 541 64 ME 541.87 ME,/ CONTRACTOR TO CONSTRUCT 6" CONCRETE CURB PER CITY REQUIREMENTS x I w 54000 ME 539 84 ME 539'�, 538 45 ME ,51 ME 5' 9 17, Nil E 538 94 ME 8 6, Nil E 537.81 ME 5 3 8 "' 16 M E t5i 3,8 64 M E 521 8 83 ME 538 5�1 ME 5538 18 ME 54018 G 53Q 79 G 53952 G E 52,824 G 538 42 G r. 5,38 53822 PvIE 53`�86 ME Ar ------ -- - - ------- Z, - �-- �7, 5'c 20 G 5 8 23 M 538 90 G 539 C46 G3 519.62 G-// 539 40 G-"'� 538 46 Gy '38 r 54025 9GARAGES 52,8.51 G 30 G 538 38 G1 53,8,54 G 53; 62 G-11 -37 3 8 2 8 9GARAGES 2,312 S F 8 538.65 2,312 S F 542.58 Tu 7:5540.52 I /540,3,0 54050470T4C954258 4052T5408?T '3 9 -2,8M 554164 40A5V5404r-E3930 ME 22540 KIrj - --2� ;53�04ME--5 541 55 ME 5 94 - �V 53- 9ME CONTRACTOR TO STRIPE NEW 'a, ME 540 26 ME 46 ME PARKING SPACES (TYP 540 12 ME CONTRACTOR TO CONSTRUCT E)" 540.59 ME CONCRETE CURB PER CITY - / CONTRACTOR TO CONSTRUCT 6" REQUIREMENTS PAVEMENT TO BE REMOVED CONCRETE CURB PER CITY AND RECONSTRUCTED REQUIREMENTS 5 "' () . 3 .3 ME - 536 5363 631 TG 5GARAGES 1,296 S F 535�371 G- 53703 TG-\ 52, 6 4 8 53669 IVIE-7-7 536 57 ME-/ 537.09 TG 731 - PROPOSED CONTOURS EXISTING CONTOURS --------------------- CONCRETE SAWCUT LIMITS > PROPOSED SWALE PROPOSED GARAGE EXISTING CONCRETE iPROPOSED CONCRETE 0 x717 23 TO TOP OF CURB X717,23 TG TOP OF GROUND X717 231 G GARAGE DOOR ELEVATION X717,23 Nil E MATCH EXISTING GENERAL NOTES: 1. CONTRACTOR TO FIELD VERIFY EXISTING GRADE 2. CONTRACTOR TO REMOVE AND REPLACE CONCRETE CURBS AS NECESSARY. 3. CONTRACTOR TO FIELD VERIFY ALL EXISTING WE AND DRY UTILITIES. 4. CONTRACTOR TO REFER TO ARCHITECTURAL PLANS FOR GARAGE BUILDING SPECS I 5215.28 5 " 5,21, 534 41 G] 0 534 6- -- �1 -------- -------- 36.18 G 93 ME_` CONTRACTOR TO CONSTRUCT 6" CONCRETE CURB PER CITY - REQUIREMENTS /-534 56 ME 534 22 NIE 1: iii i 01 T F! M 1 1, jig # 6 z rVF19R�m I M-01 STEPHANIE TUTT• (D z 0 >< F- z uj (D > z > w z Q- w > W Z CL ELECTRICAL ONE LINE SYMBOLS (ALL SYMBOLS MAY NOT APPEAR ON DRAWINGS.) -4 '6- CIRCUIT BREAKER u1ji .--. TRANSFORMER rrm MOTOR SYMBOL: THE NUMBER INSIDE INDICATES HP. LIGHTING SYMBOLS (ALL SYMBOLS MAY NOT APPEAR ON DRAWINGS.) $ SINGLE -POLE SWITCH AT 46" TO CENTER OF BOX ABOVE FINISHED FLOOR. $# SINGLE -POLE SWITCH UNLESS NOTED OTHERWISE WITH SUBSCRIPT, SWITCH AT 46" TO CENTER OF BOX ABOVE FINISH FLOOR. SEE BELOW FOR LIST OF SUBSCRIPTS FOR #: 3 = THREE-WAY SWITCH 4 = FOUR-WAY SWITCH D = DIMMER K = KEY -OPERATED LXX = MOMENTARY CONTACT LOIN VOLTAGE O = OCCUPANCY SENSOR OD = OCCUPANCY SENSOR DIMMER SWITCH P « PILOT LIGHT SWITCH WITH DETENTION PLATE T= TIME SWITCH WP = WEATHER PROOF a = LOWERCASE LETTER(S) DENOTE SWITCH LEG(S) LUMINAIRES (ALL SYMBOLS MAY NOT APPEAR ON DRAWINGS.) CIRCUITS EMERGENCY NORMAL N/A LUMINAIRES IDENTIFICATION, SEE LIGHTING L01 SCHEDULES N/A — LOWER-CASE LETTER(S) NEAR LUMINAIRES DENOTES ZONE RECTANGULAR LUMINAIRES, DRAWN TO SCALE Zi SQUARE LUMINAIRES, DRAWN TO SCALE STRIP LUMINAIRES, LENGTH TO SCALE WALL MOUNTED RECTANGULAR LUMINAIRES, LENGTH TO SCALE W7 ETD a.a-�-- (NUMBER OF MOUNTING POINTS SHALL VARY WITH THE LIGHT LENGTH AND ARE NOT INDICATED. $ INDICATES WIRELESS CONTROL DSC - DIMMING SYSTEM CONTROL PANEL LCP LIGHTING CONTROL PANEL OS OCCUPANCY SENSOR, CEILING MOUNTED S PHOTO SENSOR CONTROL, CEILING MOUNTED PC - PHOTOCELL ELECTRICAL EQUIPMENT (ALL SYMBOLS MAY NOT APPEAR ON DRAWINGS.) 208V OR 240V PANELBOARD 480V OR 600V POWER PANELBOARD EQUIPMENT CABINET OR PANEL GROUND BAR MOTOR SYMBOL, FLOOR PLANS AUTOMATIC TRANSFER SWITCH MTS - MANUAL TRANSFER SWITCH SPD — SURGE PROTECTIVE DEVICE ® - - LOW VOLTAGE TRANSFORMER DRAWN TO SCALE - - BUS DUCT B� BUS DUCT PLUG ZD - ZONE DAMPERS MOTORIZED DAMPERS CIRCUITS (ALL SYMBOLS MAY NOT APPEAR ON DRAWINGS.) RACEWAY CONCEALED IN CEILING OR WALL, EXPOSED RACEWAY IS ALLOWED ONLY WHERE NOTED. -- - RACEWAY BELOW SLAB OR UNDERGROUND E © ad ©O -- RECESSED DOWNLIGHT LUMINAIRES 00 x x PENDANT MOUNTED LUMINAIRES 91,E t -- WALL MOUNTED LUMINAIRES CEILING -MOUNTED SURFACE OR SUSPENDED N/A SINGLE -FACE EXIT SIGN WITH DIRECTIONAL ARROW AS INDICATED: SHADED QUADRANT INDICATES FACE OF SIGN. .,.. WALL -MOUNTED EXIT SIGN WITH DIRECTIONAL N/A ARROW(S) AS INDICATED: SHADED QUADRANT(S) INDICATE FACE(S) OF SIGN. N/A CEILING EXIT SIGN WITH EMERGENCY BATTERY PACK N/A WALL MOUNTED EXIT SIGN WITH EMERGENCY BATTERY PACK ► N N/A CEILING EMERGENCY BATTERY PACK, NUMBER OF LAMPS NOT INDICATED WALL MOUNTED EMERGENCY LIGHT N/A - - BATTERY PACK, NUMBER OF LAMPS NOT INDICATED RECESSED LINEAR WALL WASH LUMINAIRE, LENGTH TO SCALE RECESSED WALL WASH LUMINAIRES PENDANT MOUNTED ACCENT LUMINAIRE NIA - TRACK LIGHTING NIA CONTINUOUS SOURCE LUMINAIRE, PATH AS INDICATED Wn E:__:1 UNDERCOUNTER TASK LUMINAIR wr -- STEP LUMINAIRE M SITE LUMINAIRES (ALL SYMBOLS MAY NOT APPEAR ON DRAWINGS.) CIRCUITS ERGENCY NORMAL LIGHTING STANDARD: LUMINAIRE, POLE, AND BASE i - - LAMP POST N4 - ILLUMINATED BOLLARD ® --- IN -GROUND LUMINAIRE SITE UTILITE (ALL SYMBOLS MAY NOT APPEAR ON DRAWINGS.) GROUND ROD H ANDHOLE 13 — MANHOLE .._ SITE METER PB PULL BOX PMH PRIMARY MANHOLE SMH -`- SECONDARY MANHOLE FTMH] TELECOMMUNICATIONS MANHOLE (ALL SYMBOLS MAY NOT APPEAR ON DRAWINGS.) CIRCUITS EMERGENCY NORMAL SINGLE RECEPTACLE, 120V: NEMA 5-20R AT 18" ABOVE FINISHED FLOOR UNO. { - SINGLE RECEPTACLE, CEILING MOUNTED I - SINGLE RECEPTACLE, FLOOR MOUNTED DUPLEX RECEPTACLE, 120V: NEMA 5-20R AT 18" ABOVE FINISHED FLOOR UNO. SINGLE RECEPTACLE, FLOOR MOUNTED QUADRAPLEX RECEPTACLE, 120V: NEMA 5-20R AT 18" ABOVE FINISHED FLOOR UNO. -- QUADRAPLEX RECEPTACLE, CEILING MOUNTED - }- SPLIT WIRED RECEPTACLE, 120V, TOP SWITCHED # # - RECEPTACLE, NEMA # N/A I - - INDICATES CONTROLLED ® MULTI -SERVICE FLOOR BOX (RECEPTACLES/OUTLETS AS INDICATED) OUTLET, MOUNTED IN POKE THRU (RECEPTACLES/OUTLETS AS INDICATED) OUTLET, MOUNTED ON POWER POLE • (RECEPTACLES/OUTLETS AS INDICATED) 0 0 CEILING CORD DROP, 120V RECEPTACLES TYPES (ALL SYMBOLS MAY NOT APPEAR ON DRAWINGS.) GROUND -FAULT CIRCUIT INTERRUPTER DUPLEX WP__ RECEPTACLE W/ WEATHERPROOF COVERPLATE: DUPLEX NEMA 5-20R 18" ABOVE FINISHED GRADE OR FLOOR UNO. S DETENTION PLATE SU - SURGE PROTECTOR T -- TAMPER PROTECTOR U - INTEGRAL UB PORT(S) D - DEDICATED CIRCUIT AC MOUNTED 3" ABOVE COUNTER BACKSPLASH GROUND -FAULT CIRCUIT INTERRUPTER G RECEPTACLE: DUPLEX NEMA 5-20R 18" ABOVE FINISHED GRADE OR FLOOR UNO. IG ISOLATED GROUND RECEPTACLE-, DUPLEX NEMA 5-20R AT 18" ABOVE FINISHED FLOOR UNO n RECEPTACLE MOUNTED n INCHES ABOVE FINISHED U FLOOR OR GRADE: NEMA 5-20R UNO -- RECEPTACLE 208 VOLT SPECIAL-PURPOSE RECEPTACLE: SEE B - - SPECIAL-PURPOSE RECEPTACLE, CONNECTION AND FLOOR BOX SCHEDULED ON DRAWING HARDWIRE CONNECTION OR PROVISION FOR CONNECTION: SEE SPECIAL-PURPOSE B RECEPTACLE, CONNECTION AND FLOOR BOX SCHEDULED ON DRAWING - - - MULTIOUTLET ASSEMBLY FLOOR -MOUNTED DUPLEX RECEPTACLE AND DATA CONNECTION. FURNITURE POWER WHIP DRAWING SYMBOLS ,RR tjk •jklit •� -NUMBER DESCRIPTION 3� SUBTITILE X I'—"- SCALE DETAIL # ZCif DETAIL SYMBOL X_x :DRAWING NO, TO REFER TO SECTION NUMBER SECTION X-X DRAWING NUMBER WHERE SECTION IS LOCATED ELECTRICAL CONVENTIONS GENERAL NOTES APPLY TO ELECTRICAL DRAWING SET. DRAWING NOTES APPLY TO DRAWING ON WHICH NOTE APPEARS. NOTES BY SYMBOL APPLY TO DRAWING ON WHICH AND WHERE SYMBOL APPEARS. WIRE SIZES ARE INDICATED BY AMERICAN WIRE GAGE OR CIRCULAR MILS. LB-3.5-- PANELBOARD, SWITCHBOARD OR MOTOR CONTROL CENTER CIRCUIT DESIGNATION INDICATES FIXTURE TYPE - SEE LIGHT FIXTURE SCHEDULE Ao x- - INDICATES SWITCH ASSOCIATED WITH FIXTURE LIGHTING FIXTURE LA-1 - INDICATES PANEL CIRCUIT INDICATES FIXTURE TYPE - SEE LIGHT FIXTURE SCHEDULE AE --. _ SAME FIXTURE TYPE WITH EMERGENCY BATTERY BACKUP --- -a` NUMBER OF POLES 1 ; RATING OF SWITCH RATING OF FUSES OR NON -FUSIBLE F NEMA ENCLOSURE TYPE. LJJ 3P/60A/NFF13R —DISCONNECT SWITCH 1. DO NOT COMBINE NEUTRALS AND GROUNDS OF SEPARATE BRANCH CIRCUITS. 2. WIRE SHALL BE COPPER THWN -SOLID FOR SIZES 12, 10, 8: STRANDED FOR SIZES 6 AND LARGER. REFER TO ARCHITECT t , FOR THE ITEMS BELOW _.. _. ..__ H. FINISHED CEILING 12" MIN 12" MIN E Of _ C ADA MAXIMUM LIN OBSTRUCTED _ ADA MAXIMUM OB aTRUCTED6"� _ 141" t.... TOP OF BACKPLAH-7-- COUNTER HEIGHT---_ 46" ADA MINIMUM HEIGHT _► _ _ _ _ 180 84" _MAX Nizw it k ill►" i �+ Y �,� EXI 84" r I fir GENERAL NOTES (ALL CONVENTIONS MAY- APPEAR ON DRAWINGS,) A THE ELECTRICAL CONTRACTOR SHALLOBTAIN ALL NECESSARY". HAVINGFROM AUTHORITY AND PAY + ASSOCIATED LOCATEPULL BOXES AS REQUIREDALLOW ACCESS AFTER EQUIPMENT AND APPURTENANCES ARE INSTA M COORDINATE LOCATIONSAND ELEVATIONS OF AND OTHER TRADES PRIOR TO INSTALLATION. CPROTECT PERMANENT BUILDING FIXTURES FROM DAMAGE DURING CONSTRUCTION •D, PROVIDE PLYWOOD OR SIMILAR MATERIAL UNDER EQUIPMENT OR MATERIALS STORED ON FLOORS AND IN AREAS WHERE CONSTRUCTION MAY DAMAGE SURFACES DAMAGED DURING CONSTRUCTION+ REPLACED AT • + THE R CONTRACTOR+ COORDINATE • AFIXTURES AND ELECTRICAL DEVICES INSTALLEDOR ON ARCHITECTURAL ELECTRICAL DEVICES SHALL BE MOUNTED IN THE CENTER OF THE TILES. UNLESS OTHERWISE lr EPROPERLY SUPPORT LOW VOLTAGE WIRING CABLING NOT IN CONDUIT PER CODE. IN AREAS SUCH AS CORRIDORS DESIGNATED FOR NEW CEILINGS AND FINISHES, SUPPORTEXISTING ELECTRICAL DEVICESAND EQUIPMENT IN AND ABOCONDUIT AND CABLING,R PROPER PERMANENT SUPPORT AS NEEDED COMPLYOFF CEILING SUPPORTS, REMOVE AND REINSTALL ELECTRICAL DEVICES AND EQUIPMENT AS NEEDED FOR PAINTING, WALL COVERINGS, AND FINISH WORK, REFER TO ARCHITECTURAL DRAWINGS. BRANCH CIRCUITS► ONE FROM THE PANEL, THE ELECTRICAL CALCULATE VOLTAGE R AND PROVIDE A APPROPRIATE F. R!Yk CONDUCTOR ACHIEVE . MORE + MAXIMUM ALLOWABLE VOLTAGE DROP. GDO NOT +DRAWINGS,OF A DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS OR OTHER SIMILAR MAY BE REQUIRED TO MAKE OPERATING ..A CAREFULLY INVESTIGATE AFFECTING WORK AND INSTALL DUCT.N SUCH A MANNER THAT FERENCES EQUIPMENT, R STRUCTURALBETWEEN PIPES, CONDUIT, AVOIDED, ALL DEVICES. EQUIPMENT, FIXTURES AND THE LIKE MUST : GROUNDED BY USE OF A PROPERLY R !'. TARGROUNDING MECHANICAL AND BONDSA MAINTAINED, REFERCONTROL SCHEMATICS MECHANICAL DRAWINGS R r 1� I i t i V E IR1 J. UNLESS OTHERWISE NOTED, ALL DEVICE ELEVATIONS REFER TO THE CENTERLINE OF BACK BOX. THE CONTRACTOR SHALL COORDINATE ALL BOX LOCATIONS WITH OTHER TRADES, K. PROVIDE `SEAL —OFFS' WHEN CONDUIT PASSES THROUGH AREAS OF DIFFERENT AMBIENT TEMPERATURES ANC}/OR HAZARDOUS AREAS, L. IF MORE THAN THREE CURRENT -CARRYING CONDUCTORS ARE ROUTED Lu Z' L0 IN THE SAME CONDUIT. DERATING SHALL BE TAKEN INTO ACCOUNT, INCREASING THE CONDUCTOR AMPACITY (BY INCREASING WIRE SIZE) TO ui r_0 COMPENSATE AS FOLLOWS: _ __..�._ THE CONDUIT SIZE (CAPACITY) SHALL. ALSO BE INCREASED TO CONFORM �:LLJI TO NEC, CHAPTER 9. M. ALL BREAKERS USED TO FEED MECHANICAL EQUIPMENT SHALL BE'HACR` TYPE. N. ALL EQUIPMENT TO BE CONSIDERED `AS —EQUAL` MUST BE SUBMITTED TO UJ THE ENGINEER FOR APPROVAL NO LATER THAN ONE (1) WEEK PRIOR TO BID DATE. O. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE WITH ALL TRADES FOR SUBSTITUTED EQUIPMENT FROM THIS DESIGN. IL UNCOORDINATED CHANGES THAT OCCUR FROM A SUBSTITUTION WILL BE THE CONTRACTORS RESPONSIBILITY TO ABSORB THE COST AND NOT PAS ONTO THE OWNER. P. PROVIDE PROTECTION IN FIRE. RATED WALL MEMBRANE PENETRATIONS. PROTECTION SHALL WRAF' THE OUTSIDE OF THE BOX OR ENCLOSURE TO MAINTAIN WALL FIRE RATING, DO NOT USE PENETRATION PROTECTION 0 uj w ON THE INTERIOR OF BOX/ENCLOSURE OR COVER PLATE TYPE 4 PROTECTION, REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. Q. CONTRACTOR SHALL COMPLY WITH APPLICABLE ENERGY CODE. R. PER DIVISION 26 SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM A SHORT CIRCUIT STUDY (SCCR) AND PROVIDE A SUMMARY OF THE CALCULATIONS TO THE EOR. THIS INFORMATION SHALL BE INCLUDED WITH THE PANEL BOARD EQUIPMENT SUBMITTAL. SUBMITTALS WILL NOT BE ACCEPTED WITHOUT SCCR INFORMATION AND EQUIPMENT ORDERED PRIOR TO REVIEW OF THE SCCR DATA IS COMPLETE IS DONE AT THE CONTRACTORS RISK, CONTRACTOR SHALL COORDINATE BETWEEN TRADES AS REQUIRED.0, S. LISTED OR LABELED EQUIPMENT SHALL BE INSTALLED AND USED IN Tfj ACCORDANCE WITH ANY INSTRUCTION INCLUDED IN THE LISTING OR LABELING. (NEC 110.3,13). C) CATV CABLE TELEVISION EWC ELECTRICAL WATER COOLER IES ILLUMINATING ENGINEERING MIN MINIMUM _. OH OVERHEAD TEMP TEMPORARY CB CIRCUIT BREAKER EX EXISTING SOCIETY OF NORTH AMERICA MLO MAIN LUGS ONLY P POLE() TU TEXAS UTILITIES ELECTRIC CCTV CLOSED-CIRCUIT TELEVISION F FUSE(S) IG ISOLATED GROUND mrn MILLIMETER(S) PA PUBLIC ADDRESS SYSTEM TV TELEVISION CKT CIRCUIT FBO FURNISHED BY OWNER IMC INTERMEDIATE METALLIC CONDUIT MMS MANUAL MOTOR STARTER PF POWER FACTOR TYP TYPICAL CLG CEILING FL FLOOR JBOX JUNCTION BOX MOCP MAXIMUM OVER -CURRENT PL PILOT LIGHT UG UNDERGROUND COMM COMMUNICATIONS FLA FULL LOAD AMPERE(S) KA KILOAMPERE(S) PROTECTION PNL PANELBOARD UL UNDERWRITERS LABORATORIES, INC. CT(S) CURRENT TRANSFORMER(S) FLEX FLEXIBLE KW KILOWATTS(S) MTS MANUAL TRANSFER SWITCH PVC POLYVINYL CHLORIDE UPS UNINTERRUPTIBLE POWER SUPPLY CU COPPER FS FUSIBLE SAFETY SWITCH OR KWH KILOWATT-HOURS) MVA MEGAVOLT-AMPERES) RC REMOTE CONTROL UNO UNLESS NOTED OTHERWISE DC DIRECT CURRENT FUSIBLE SWITCH KV KILOVOLT(S) MVAR MEGAVOLT-AMPERES) REACTIVE RCP REFLECTED CEILING PLAN V VOLTAGE OR VOLT(S) DISC DISCONNECT G GROUND KVA KILOVOLT -AMPERES) MW MEGAWATT(S) RCPT RECEPTACLES() VA VOLT-AMPERE(;) DPDT DOUBLE -POLE, DOUBLE THROW GFCI GROUND FAULT CIRCUIT INTERRUPT KVAR KILOVOLT -AMPERES) REACTIVE NC NORMALLY CLOSED RGS RIGID GALVANIZED STEEL VFD VARIABLE FREQUENCY DRIVE DPST DOUBLE POLE, SINGLE THROW HACR HEATING, AND AIR CONDITIONING LPS LOW PRESSURE SODIUM NEC NATIONAL ELECTRICAL CODE RVSS REDUCED VOLTAGE, SOLID STATE W WATT() DWG(S) DRAWING(S) RATING LTG LIGHTING NEMA NATIONAL ELECTRICAL SF SQUARE FOOT OR FEET WP WEATHERPROOF EC EMPTY CONDUIT OR TUBING HID HIGH INTENSITY DISCHARGE m METER(S) MANUFACTURER'S ASSOCIATION SPDT SINGLE -POLE, DOUBLE -THROW W/ WITH EHH ELECTRICAL HANDHOLE HOA HANG -OFF -AUTOMATIC MAX MAXIMUM NF NON -FUSIBLE SAFETY SWITCH SPST SINGLE -POLE, SINGLE -THROW W/O WITHOUT ELEV ELEVATION HP HORSEPOWER MCA MINIMUM CONDUCTOR AMPACITY NFPA NATIONAL FIRE PROTECTION SS START -STOP XFMR TRANSFORMER EMERG EMERGENCY HIPS HIGH PRESSURE SODIUM MCB MAIN CIRCUIT BREAKER ASSOCIATION SW SWITCH XP EXPLOSION -PROOF EMH ELECTRICAL MANHOLE HVAC HEATING, VENTILATION AND AIR MCC MOTOR CONTROL CENTER NIC NOT IN CONTRACT SWBD SWITCHBOARD rE EMT ELECTRICAL METALLIC TUBING CONDITIONING MCP MOTOR CIRCUIT PROTECTOR NL NIGHT LIGHT TA TRIP AMPERES) DELTA E/R EXISTING TO BE REMOVED AND HZ HERTZ MH METAL HALIDE NO NORMALLY OPEN TAS TEXAS ACCESSIBILITY STANDARDS # NUMBER REINSTALLED AFTER MODIFICATION MIC MICROPHONE NTS NOT TO SCALE TEL TELEPHONE jl . *..,. RANDLL R, JEPSEN a ,• NAk— ELEC. LEGEND AND GENERAL NOTES MDENGINEERING 12,55 W(�s1 1 `3th Stwet, Suito 300 � cr� z�EO. GENERAL NOTES MDENGINEERING 12,55 W(�s1 1 `3th Stwet, Suito 300 � cr� z�EO.0 F.r�c11:cG>r�cc:ca: r:r�<1 ).c.cr� LE GENERALNOTES :2 r CD rn CEILING TYPE VOLTS LAMPS 7!,,jATTS APARTMENT 110, A. REFER TO DRAWING EO.0 FOR ELECTRICAL LEGEND, ABBREVIATIONS AND 00 x GYP.i iNV LED -0 BUILDING A MONUNF-ED 3'x 4- IFL,,'�- APPROX- 3800 LUMENS, 25010K GENERAL NOTES - ELECTRICAL. ;:SIP,,, %l G DIR E R PROVIDE SURFACE MOUNT ASSEMBLY B. ELECTRICAL CONTRACTOR SHALL VERIFY WITH CONSTRUCTION FIELD KIT V) MANAGER, THAT A SURVEY HAS BEEN CONDUCTED AND ALL z UNDERGROUND UTILITIES HAVE BEEN IDENTIFIED. SIGNIFY 1 F PZ3813835040DS OUNVO DIM GARAGE BUILDING C. UTILITIES SHOWN ON THESE DRAWINGS ARE FOR REFERENCE ONLY. FSF14 (SURFACE MOUNT) 2 EXTERIOR BACK WALL ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATION OF ALL EXISTING UTILITIES AND ROUTING OF ALL NEW UNDERGROUND F>l �jSTNG APPROX. 1000 LUMENS. jO) XDLOR `20 LED 20 OVERHEAD UTILITIES WITH EXISTING ELECTRICAL AND F X-LJR EE 71 Ez E ,C N N Er", E D 73- P H C`1 TO E L L TELECOMMUNICATIONS COMPANY PROVIDING SERVICE TO THIS EXISTING T BUILDING, RESPECTIVE TRADES (PLUMBING, CIVIL, ETC,) PRIOR TO %mm LED BULB !-ItCUT - 71,C) IE: 1X-, Ef- -V V A DIGGING BY SHARING TRENCHES WHENEVER POSSIBLE. COORDINATE WITH OWNER FOR FINAL SELECTION NEW LOAD CENTER EXISTING D. 120/240V COORDINATE ANY DEMOLITION, TEMPORARY. AND PERMANENT (ELECTRICAL AND TELEPHONE TELECOMMUNICATIONS) SERVICES TO THE TES PANEL "HOUSE" 3 WIRE, 1 PH SITE, WITH THE RESPECTIVE LOCAL UTILITY COMPANY REPRESENTATIVES > a_ NO 60A PRIOR TO COMMENCEMENT OF WORK, ALL ASSOCIATED COST/FEES BY -" ?-_L IGH 7fRi)17UzF,'-ES �'SHA-1 BE �-`DN TROLLEC BY A. [WG'ITA� Cl-DN-POL Y Q-l=Pjj TC D kA==T -E 12 POLE THE UTILITY COMPANY SHALL BE INCLUDED IN THE BID PRICE. Sl L BE fVOUINT VVFH U%' E`Z rq RR,' 'S' %jo 0 -R 'd BiD D 1 If- R N A 1H 'All I 1�j FINISHED GRADE VLE D S HE T3 A ND P RF- RM4,�N'-E �`OR AT�CN L; SzUBMISSIONS C I` L' IN` UDE DET DERA NOTE BY SYMBOL 110 11 5 AILL t�-,T � Tr f-,, TTAGIE� v�tc /71JRE� HE- u,,LE SH J, RE P E D C, IN F D(Pi, R E S 'T AND, BY -F' E F TOR" 0 - - t.�A t n � I t- �:,;, i U-j -v il DirvAIM, NG UIN' N�;-!T-D t PROVIDE SINGLE PHASE 60A LOAD CENTER WITH 12 CIRCUIT SPACES. 6 Al; L,` 0 DFU RS �`PE E 7 A L E D CC19-C)R'S R E 3500K OR AS STATED, MOUNT ON BACK EXTERIOR WALL, CONDUIT AND WIRE TO GO UNDERGROUND TO NEAREST APARTMENT BUILDING HOUSE PANEL. 8 Gt TI NOTE,[) S E E R Cc 1 71`- C 11JR to EV ONS 'H F -1 N RE PIDT 0�'vl OF ;GFITFOXTIURE BE )RE' iNS'TAALL;4-10N Z STUB UP CONDUIT ON EXTERIOR WALL OF APARTMENT BUILDING. 3#1, 1#8(3. 1-1/2"C COORDINATE WITH ARCHITECT FOR EXACT LOCATION. C j T Ff I �u I B ;��v -HE AR�`HITE,- DUR'N- SUBU1,7T Af*E FINill LI'SP t T-LX7URE I-C-11 "Dic? FiNll-`,H PH REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS AND DIGITAL CONTROL REQUIREMENTS, 1 EXISTING APARTMENT BUILDING "HOUSE" PANEL. CONTRACTOR TO FIELD VERIFY LOCATION OF PANELBOARD AND AVAILABLE CIRCUIT SPACE AND LOAD CAPACITY FOR GARAGE LOAD CENTER. HT FIXTURE ONE LINE DIAGRAM TYPICAL LIGSCHEDULE SCALE:NTS; %0=0 u 0 AC. SCALE: NTS PANELBOARD SCHEDULE t,,PV`dN SJZE_ 30 A N11AIN FYPE" MCB PANEL NAME: LC7 Aii(" RA'*T'ING- 10 �000 fAOUN-T ING: SU-W--ACE VOLTAGE: 240114120V � !PH 3VV Npips v�E v t!� P S D E Cl R�' F T 1 CD N iDvi,l Rv.. A�l KITCH 1,44 S f, m�-t7c, GN AE Gr 2 R`PT -n 0 R 7 S P PE ------ -------- ------- - ----- -- ------------ - ---- ------- - cz p 'j- ------ ---- --- - - - - - - - - - - - - S PA RP 20," 5 F" P IE i 0 S P A 3, z E TOTALS 0 Oc 0 OL0 0j0 0 CDC-) J-0i 54 0 222'4 TOTALS REMARKS. KV' 0' q 0, 0 0 IE 09 L A P( ES I't-OC TO IR 4. �v HEA.T :0 010 0. 0 0 GO 1010 01 9� 'EN 01 6c M SCE-LLANE(-D'L# v Ot--, Cc 05 ---------- SECT-C)Nl '--�U':BFEDP. BFED 0 T, )7 A uw `5SCALE: PANEL BOARD SCHEDULE SEVEN {BARGARAGE NTS PANELBOARD SCHEDULE -------- --------- 1 N� L/ F 60 A fiv 1AIN TYPE: IN21'B PANEL NAME: LC9 }III;; RATi '0 000 MOUNTINCli SURFACIE VOL7AGE 240 120V 1PH3'Vv' p r� DE`,C'��IPTG)N P� ,_-L"". --R-7 R, MTR AM f SU Ki�ri-f HE T 1-0i R� -1 R E RIF IDDN ,p LGTQ- 3 i�_ T '3 6) 7 --------- - - 9 9 A 111 ;s -,Pll z- S 2 P,, TOTALS REMARKS: L C' D el K M UL T v A H W3 01 0 4 c9 p 6 NEC 0131 N: E 0, Oi- Ap',G'FS7 Moyclp ip ------------- w F VOL T SE KVA, 4 N, A, R HE T C, C-0 §3, 00 0 0 0 0 cl, 00 K FTCH E N r,n� 30 f-) 5 N 0 Ul S- TO A, L c 2 0 1 2 --- ---------- "D R E o 'E`70')r�-! 2 SUOPED 0 E1A4 PANEL BOARD SCHEDULE - NINE CAR GARAGE SCALE: NTS PANELBOARD SCHEDULE N10, 1 N S IZ EE 60 P, NV'JN TYPE: MCB PANEL NAME: LC4 Alt, RATING- 0 000 MOUNTING, SURFACE VO L I AGE: 240 i'120V -------- -------- D E P-11 E T Rr"Pr, T T 11 visr-, --------- ----------- MIS,"- i< TO, PU E DE -'_,,P JtFN P W15 4 P A RE A I-- ------------ 7 Sz P A P L, B 2cl� i sp, Pt:7 9 Sp,:�,R'E A D 1 20 VDA R S iE 10 11 �✓S p A, --- E B ��:—]70 '2 12 TOTALS 0 1"JI-- 0 c 0i 01 um 00 0 0 0) "0 00 7 c", C OC CIO 1 v�®= 9 otr, f C-cl Doc C 3�' 18 TOTALS REMARKS: L D A B ?" VA M'sULT ;%VA c- Is C,01' 0 l'-, 71 N ERR 0!- PISE KVk 1:10 1-1 CIO 6- - coo V'TCHEN 1.00 &00 0, 0 0 C.00i 0 oul 1 0 1 0 T 0 910 0, 9 15 E C, 2 G N 2 S UB 3 SUBFEL; V., 4 S BF P,4 D S U' 3 PANEL BOARD SCHEDULE - F.0U..R-CAR GARAGE SCALE: NTS PANELBOARD SCHEDULE F,, 1 A 1 N ' S) VI 60 A rvlAIN YPE: MC'B PANEL NAME: LC5 AIC RATING- 'Icj j,100 MOUNTIN(J" SURFACE Vc) I,- TAGE: 2 4 0 2 OV I P H. 3,,Pv' Vr-11i PQ A� iK` 0, 1 i � I ; CDE TO D: -1 R i P TIC-) N ;D E ISS C�' R p 71-1 P C,, L E T'--'--' C P -1 IPVITT� HE.AT KI'll'CH i� 1'�� MiSrl K.T---H H E A!" Tl R i-TG PC LE - ------------ 2 20z I IL G-1 S 2 --- ------- -------- -- - - ----- ------ ----- p 4 4 3 0 3-1 6 2C B 0 6 P 6 7 2 — -- -- --- --- --- --- --- --- --------- ----- --- ------------- --------- — ----- --- ----- --- -- - -- --- ------- - --- -- R E 110 9 F R E 12 s PA c El 12 TOTALS r 0 0 no 00 00-1 01 0c 36- C115 9 TOTALS REMARKS: KV?A I LT KVA 0 `4 H T -N, G 0 Ofj P T 0 90 IN� 90 I" 1 0 14') tyo 0 ;Ojo r'lli11" 001 E S 0 L E PR E RR v 10 L F s E (1, 00 to 00 C.";'i Ulu WS 'C E LL N Ef-J 0, 01 11) f1l, Dili 0 10 0, 0 CC i 0, -7 1, 14 7-E- C� AL 1-3- N S, 3 F E7 t 'TAL `UE D 15 -2 PANEL BOARD SCHEDULE - FITFE CAR GARAGE SCALE: NTS ) F. AT COMPLETION OF THE PROJECT, THE CONTRACTOR GENERA NOTES , SHALL REMOVE ALL DE -ENERGIZED CONDUCTORS FROM r SITE. 00 A. REFER TO DRAWING EO.0 FOR ELECTRICAL LEGEND. ; G. ALL EXTERIOR SPARE CONDUITS SHALL INCLUDE PULL ABBREVIATIONS AND GENERAL NOTES - ELECTRICAL STRINGS AND SHALL BE TERMINATED WITH A CAP. E3. ELECTRICAL CONTRACTOR SHALL VERIFY WITH H. PROVIDE LOCATOR WIDE AND WARNING TAPE FOR ALL CONSTRUCTION MANAGER, THAT A SURVEY HAS BEEN UNDERGROUND CONDUITS AND FEEDERS. CONDUCTED AND ALL UNDERGROUND UTILITIES HAVE BEEN IDENTIFIED. ELECTRICAL SITE PLAN • PRIORNOTES BY SYMBOL 1 100A LOAD CENTER, COORDINATE WITH ARCHITECT FOR EXACT LOCATION ! ROUGH CONDUIT2INSTALL '" R D TO CLOSEST PA iCOORDINATE ARCHITECT FOR EXACT LOCATION OF NEAREST"HOUSE"PANEL REFER TO TYPICAL ONE LINE DIAGRAMON SHEET EO,2 ADDITIONAL CUTILITIES SHOWN ON THESE DRAWINGS ARE FOR CONTRACTORREFERENCE ONLY, ELECTRICAL SHALL COORDINATE EXACT LOCATION OF ALL EXISTING UTILITIES AND ROUTING OF ALL NEW UNDERGROUND UTILITIES WITH RESPECTIVER PPRIOR WHENEVERDIGGING. MINIMIZE DIGGING BY SHARING TRENCHES POSSIBLE, DCOORDINATE ANY DEMOLITION, TEMPORARY, AND PERMANENT (ELECTRICAL AND TELEPHONE) SERVICES TO THE SITE, WITH THE RESPECTIVE LOCAL UTILITY COMPANY REPRESENTATIVES PRIOR O COMMENCEMENT OF WORK, ALL ASSOCIATED i COMPANY INCLUDEDSHALL BE IN THE BID PRICE. COORDINATE SHUT -DOWNS ALL TRADES INVOLVED ON SITE AND OBTAIN WRITTEN AUTHORIZATION FROM OWNERPRIOR TO ANY ELECTRICAL AND/OR TELEPHONE SHUT -DOWN, GRAPHIC SCALE; 1" 0,-C ` FEMENNEW �IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII S PENER.1PROVIDE CEILING MOUNTED RECEPTACLE FOR GARAGE DOOR M DA ARCHITECT FOR EXACT LOCATION. PROVIDE PHOTOCELL OR EXTERIOR LIGHT FIXTURE,PHOTOCELL AND LIGHT FIXTURE TO MATCH EXISTING. • A LOAD CENTER, COORDINATE ARCHITECT EXACT LOCATION PRIOR TO ROUGH -IN. REFER TO ONE LINE DIAGRAM ON SHEET EO,2 FOR ADDITIONAL # W, EACH SALON SUITE SHALL HAVE SEPARATE CIRCUIT FOR RECEPTACLES AS SHOWN,; CIRCUITS, PROVIDE RECEPTACLE WHERE... RECEPTACLES IN ALL ..; TB:..: WIRED DOWNSTREAMR • # COORDINATE: OWNER THE LOCATIONAND NETWORKREQUIREMENTS TO BE PROVIDED FOR ACCESS CONTROL, SECURITYICAMERAS AND SPEAKER AMPLIFIER LC5 0 -LG LC5 rr j # s Mom! � � • iM � Alk # & ALL EXISTING SYSTEM INFOtMATION AND/OR LOCATIONS ARE PROVIDED BY THE OWNER OR BY A 3RD PARTY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL MEP EQUIPMENT & SERVICES ARE LOCATED AS DESIGNED BEFORE BIDDING THE PROJECT, WHERE EXISTING DOES NOT MATCH DESIGNED, IT IS THE CONTRACTOR'S RESPONSIBILITY fia► ARCHITECT T NOT IA AT BIDDING, SHALL BE ABSORBED BY THE CONTRACTOR AND NOT PASSED ONTO THE OWNER R ENGINEER OF RECORD. OM SHALL AND COORDINATE WITH ALL OTHER TRADES. IN CASE OF DISCREPACIES OR ANY POTENTIAL CONFLICTS, INFORM THE ARCHITECT AND ENGINEER IN WRITING PRIOR TO START OF WORK CONTRACTOR # # QUANTITIES, LOCATIONSAND HEIGHTSALL OUTLETS WITH TENANT/OWNER PRIOR TO START OF WORK. V. CONTRACTOR SHALL FIELD VERIFY AND COORDINATE WITH MECHANICAL DRAWINGS FOR EXACT LOCATION OF EQUIPMENT AND REQUIREMENTS PRIOR TO START OF WORK LC5-2 CLC LC5_3 J. WHERE PHOTOCELLS ARE INSTALLED, PROVIDE AN ADDITIONAL 10' OF CABLE SLACK TO RELOCATE PHOTOCELL AS NECESSARY IN THE FIELD. K. REFER TO ARCHITECTURAL DEFLECTED CEILING PLANS FOR EXACT LOCATIONS OF LIGHT FIXTURES, CONTRACTORS SHALL COORDINATE LOCATIONS OF LIGHTS, SPEAKERS, AIR DIFFUSERS, GRILLES, AND THE LIKE, WITH THE REFLECTED CEILING PLAN. L. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN AND/OR ROOM FINISH SCHEDULE AND VERIFY LIGHT FIXTURE TYPE FOR CEILING CONSTRUCTION PRIOR TO ORDERING THE FIXTURES, PROVIDE FIXTURES THAT ARE COMPATIBLE WITH THE CEILING SYSTEM. M. ALL LAY -IN TYPE FIXTURES SHALL BE PROVIDED WITH A RED SAFETY CABLE SUPPORTED FROM THE STRUCTURE OF BUILDING. N. CONTRACTOR SHALL INSTALL DAYLIGHT HARVESTING SENSORS PER IECC-C405. O. CONTRACTOR SHALL CLEAN ALL LIGHT FIXTURES, INSIDE AND OUT, PRIOR TO FINAL ACCEPTANCE BY OWNER. P. PROVIDE ELECTRONIC ASTRONOMICAL TIME CLOCK/PHOTOCELL WITH MANUAL OVERRIDE. Q. ALL EXTERIOR LIGHT FIXTURES SHALL BE CONTROLLED BY PHOTOCELL OR TIMER. +4 CLG LC5-4 SCALE:u' 1 FIVE CAR GARAGE ELECTRICAL FLOOR PLAN A LC4 1 3 x i a� CLG i._C 4-31 _619 N LC4m2 r �� t � IJ CLG LC4-W ,'G h L h _C E4 GENERAL NOTES A YF • TO DRAWING FOR ELECTRICAL ABBREVIATIONS AND GENERAL NOTES - ELECTRICAL. 13REFER TO DRAWING E0,1 FOR LIGHTING FIXTURE CTHE CONTRACTOR SHALL SUBMIT A FULL SET OF OCCUPANCY CONTROL LOCATION DRAWINGS SUBMITTALS TO THE A : PRIOR PURCHAS ING OR INSTALLATION. OCCUPANCY A AND QUANTITIES A PLANSBE BASED ON THE MANUFACTURER'S RECOMMENDATIONS. THE LIGHTING DESIGN INTENT ONLY AND D NOT llt REFLECT MANUFACTURER A• PERMUTATIONS, l 14# GENERALDOCCUPANCY CONTROLS SHALL BE WIRED SUCH THAT ALL ROOM LIGHTING IS CONTROLLED, ALL AND SIGNS SHALL1NORMAL OR EMERGENCY BRANCH IRCU IT WI • LOCALAREA FORWHICH THEY SERVE,AHEAD ALL SWITCHING. FPROVIDE A DEDICATED NEUTRAL CONDUCTOR FOR EACH BRANCH CIRCUIT, COORDINATE ALL DEVICE MOUNTING LOCATIONS, AND SPACING ARCHITECTURAL FLOOR PLANS AND ELEVATIONS,BIDDERS SHALLEXAMINE ARCHITECTURAL DRAWINGS D ANY NECESSARYCOORDINATION COST. GENERAL,HIN ADEVICESA ... LOWER HEIGHTS SHALL BE STACKED DIRECTLY BELOW DEVICES AT HIGHER ELEVATIONS, P ROVI DE CONDUIT OFFSET AS REQUIRE D. 1. LIMIT CONDUIT ROUTING IN AREAS WITH OPEN CEILINGS TO LOADS IN THAT AREA. ROUTE CONDUIT IN CONCEALED BULKHEADS WHERE POSSIBLE. WHERE NOT POSSIBLE, CONDUIT SHALLBE RAN PARRALLELAND TIGHT TO j CLG L05-5 N C CLt� LC44 V9 " -_.---"-1$ ±x'?- ---- -_- t-;}g Arai--•-'� -_ _ -_:.Yb £=i -_ -.- -:qy �P, •-' . E EE LC4-2 (2 ; LC4-2 21; LC4-2 0 " R CAR GARAGE ELECTRICAL FLOOR PLAN i -.# GRAPHIC SCALE: NORTH 0 2 4' B' 16, I LC9-2 t 'ILG _C9_, r NOTES BY SYMBOLrr �ti 1. PROVIDE CEILING MOUNTED RECEPTACLE FOR GARAGE DOOR OPENER, COORDINATE WITH ARCHITECT FOR EXACT LOCATION. 2. PROVIDE PHOTOCELL FOR EXTERIOR LIGHT FIXTURE, PHOTOCELL AND LIGHT FIXTURE TO MATCH EXISTING. 3. 60A LOAD CENTER, COORDINATE WITH ARCHITECT FOR EXACT LOCATION PRIOR TO ROUGH -IN, REFER TO ONE LINE DIAGRAM ON SHEET E0,2 FOR ADDITIONAL INFORMATION. x x * x •x*x * � * * * x x * 0 LC9-2 '2 LC9.2 0 LC9-2 1 6 :LC _C9.4 C LC9-2 "LG LC9-4 x B C2,)LC9-2 0 LC9-2 s: € B �2�LC9-2 0 LC9- qu"; WLC _c9-5 J. WHERE PHOTOCELLS ARE INSTALLED, PROVIDE AN ADDITIONAL 10` OF CABLE SLACK TO RELOCATE PHOTOCELL AS NECESSARY IN THE FIELD. K. REFERTO ARCHITECTURAL REFLECTED CEILING FLANS FOR EXACT LOCATIONS OF LIGHT FIXTURES, CONTRACTORS SHALL COORDINATE LOCATIONS OF LIGHTS, SPEAKERS, AIR DIFFUSERS, GRILLES, AND THE LIKE, WITH THE REFLECTED CEILING PLAN. L. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN AND/OR ROOM FINISH SCHEDULE AND VERIFY LIGHT FIXTURE TYPE FOR CEILING CONSTRUCTION PRIOR TO ORDERING THE FIXTURES. PROVIDE FIXTURES THAT ARE COMPATIBLE WITH THE CEILING SYSTEM. M. ALL LAY -IN TYPE FIXTURES SHALL BE PROVIDED WITH A RED SAFETY CABLE SUPPORTED FROM THE STRUCTURE OF BUILDING. N. CONTRACTOR SHALL INSTALL DAYLIGHT HARVESTING SENSORS PER IECC-C40. O. CONTRACTOR SHALL CLEAN ALL LIGHT FIXTURES, INSIDE AND OUT, PRIOR TO FINAL ACCEPTANCE BY OWNER. P. PROVIDE ELECTRONIC ASTRONOMICAL TIME CLOCK/PHOTOCELL WITH MANUAL OVERRIDE. O. ALL EXTERIOR LIGHT FIXTURES SHALL BE CONTROLLED BY PHOTOCELL OR TIMER. 0 LC9-2 LC7 r A A A A A 0 LC7-2 CLC L07 �B `LC7-2 0 LC7-2 L ice! j _L'1 L,C7 ..+ 0 LC7-2 J CL L07-4 0 ._ LC7.2 I I a 1 L07-4 (� LC <<-2 L,2 r IC7-2 0 ._ LC7.2 I I a 1 _C7 5 gt. B B �.,.2 LC9-2 �2)LC9-2 L C7_6 �B PLC+ 2 NOI�T# 1 F' Z Lc) ui �r w CL < Z5: u— < OL- Ir y �y� o IL Lli 4 z C) < -; .. .. C ............................... / * RANDELL R, JEPSEN a 93875 "/C/VAk- ELEC. FLOOR PLAIN 7 AND 9 ENGINEERING 1255 We.=sl I51h Stwel, Sulfe 300 ErT)Oil: rtlderig(;(T,i>rTld-F.rig.e,orn C/� rn x Ury PHENOLIC NAMEPLATE WITH 1/4" V) LETTERS INSCRIBED AS INDICATED. PROVIDE WHITE LABELS WITH BLACK 0 LETTERS FOR NORMAL SYSTEM PANELS 2 AND RED LABELS WITH WHITE LETTERS FOR ESSENTIAL SYSTEM PANELS. PANEL'LA' -PANEL NAME %mm 480/277VJ30 PANEL. VOLTAGE AND PHASE 0) > I = 42,000 AMPS R,M,S, SYM. MAXIMUM FAULT CURRENT (DATE) & DATE CALCULATED if VA 0 U_j CZ r DPA-3 CIRCUIT THAT PANEL M PANEL IDENTIFICATION DETAIL A DANGER Arc Flash & Shock Hazard Appropriate PPE Required Flash Hazard Codegofy Flash Protection Boundary Incident Energy (calice! Limited Approach Boundal"y VAC Shock Hazard A84hen Protection Approach Boundar;- Prohibited Approach Boundary FLASH PPE SHOCK PPE El Long sleeve shirt OFR coferall OHeanngpictecIon 0 0 Class - OLong pants OFfash suit 0 Safety glasses 0 0 V rating- OFR shift OFlash hood 0 Wety goggles 0 0 OFR pants OHard hat OLeather gloves 0 0 01'ace shield OLeather shoes 0 Equipment ICE PR(__)VIDEA 4"x6" RED LABEL ON THE OUTSIDE OF PANEL: ,'IN AREAS OPEN ONLY TO "QUALIFIED PERSONNEL" AND ON THE INSIDE PANEL DOOR OF PANELS IN "OCCUPANT AREAS" BRADY #99459 OR APPROVED EQUIVALENT SCALP NTS Arc Flash Hazard Appropriate PPE Required DO NOT OPERATE CONTROLS OR OPEN f, OVENS k4l!THOUT APPROPRIATE PERSONAL PROTECTION EQUIPMENT FAILURE TO COMPLY MAY RESULT IN INJURY OR DEATH Refer to NFPA 70E for minimum PPE requirements PROVIDE A Xx5` YELLONAt LABEL ON THE OUTSIDE OF PANELS IN "OCCUPANT AREAS" BRADY #99454 OR APPROVED EQUIVALENT a A SCALE: NTS U M D ENGINEERING I RANDELL R, JEPSEN rat0 93875 % 0 N IIAV21904 ELEC. DETAILS 126!-) West I 51h Street Suitc) 300 Plano, lexcis /,1)0/,1)- 469,467,0200 [:IT-j()jj: rLT)der igc u r md - ong. C Oryl Project Number: �4 1745 Chi ECTION 260010 SUBMITTAL PROCESS FOR ELECTRICAL 1. PROVIDE SUBMITTALS, DRAWINGS, MANUALS, ETC, REQUIRED BY THE ARCHITECT IN DIVISION 1 AND ADDITIONAL COPIES TO THE ENGINEER. A. COMPLY WITH ALL SUBMITTAL PROVISIONS OF DIVISION 1. B� SUBMIT ELECTRONIC COPIES OF THE SUBMITTAL TO THE PRIME CONSULTANT (I.E, ARCHITECT IN ORDER TO PROCESS AND TRACK THE SUBMITTALS PROPERLY IN ACCORDANCE WITH DIVISION 1 AND 26 SUBMITTAL PROCESS, ARCHITECTS AND CONSULTANTS ARE TO SUBMIT ALL SUBMITTALS AND RFI'S TO THE ELECTRICAL ENGINEER ELECTRONICALLY. SEND TO MDENGCA(a),MD-ENG,COM, SUBMITTALS SHALL BE LABELED BY THEIR PROJECT SPECIFICATION OR CSI SPECIFICATION SECTION IF NOT LISTED IN PROJECT SPECIFICATIONS. C� CONTRACTOR IS RESPONSIBLE TO SEPARATE SUBMITTALS PER SPECIFICATION SECTION, UNSEPARATED SUBMITTALS AER SUBJECT TO REJECTION WITHOUT REVIEW. PRODUCT DATA LISTING MANUFACTURER, MODEL NUMBER, MATERIALS AND MISC DATA AS REQUIRED TO DESCRIBE EQUIPMENT. b� CLEARLY IDENTIFY ALL PRODUCTS PROPOSED FOR SUBMITTAL. CAPACITY, PRESSURE DROP, RPM, MOTOR HORSEPOWER, AND OTHER M ISC DATA TO QUANTI FY TH E SIZE OF THE EQUI PMENT. d. ACCESSORIES. DIMENSIONAL DRAWINGS SHOWING LAYOUT, CONNECTION POINTS AND SIZES, WEIGHTS, ETC. f. WIRING DIAGRAMS INCLUDING POWER AND CONTROL WIRING, DISTINGUISH BETWEEN FACTORY AND FIELD WIRING. g� PARTS LIST & REQUIRED SPARE PARTS LIST TO BE LEFT AT COMPLETION OF PROJECT. h. INSTALLATION AND MAINTENANCE MANUALS. i, WARRANTY STATEMENT. D� ALLOW A MINIMUM OF TEN (10) WORKING DAYS FOR REVIEW OF SUBMITTALS AND EACH RE -SUBMITTAL. E� SUBMITTALS THAT HAVE BEEN REVIEWED AND MARKED AS REJECTED (REJ) OR REVISE & RESUBMIT (RES) SHOULD BE RESUBMITTED WITH IN 10 DAYS TO BE REVIEWED AGAIN. F� COMPLIANCE WITH THE CONTRACT DOCUMENTS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, ITEMS ON EQUIPMENT THAT WERE NOT ACCEPTED BY THE ARCHITECT IN WRITING AS AN APPROVED EQUAL SHALL BE REPLACED OR REVISED TO COMPLY WITH THE CONTRACT DOCUMENTS AT THE CONTRACTORS EXPENSE. G, RESUBMISSIONS OF REJECTED SUBMITTALS SHALL BE LIMITED TO ONE (1) IN NUMBER. COSTS FOR PROCESSING SUBSEQUENT RESUBMITTALS IN EXCESS OF THE FIRST RESUBMITTAL, RESULTING FROM THE CONTRACTORS DISREGARD OF ARCHITECTS/ENGINEERS PRIMARY SUBMITTAL REJECTION COMMENTS, SHALL BE BORNE BY THE CONTRACTOR. COSTS SHALL BE BASED ON ARCH ITECTS/ENGI NEE R'S HOURLY RATES AS PUBLISHED IN THEIR CURRENT PROFESSIONAL FEE SCHEDULES AND SHALL ALSO INCLUDE REIMBURSABLE COSTS FOR DELIVERY, MAILING, AND PHOTO COPIES AT DIRECT COST-PLUS TEN PERCENT (10%). 2� REFERENCE TO ANY ARTICLE, DEVICE, PRODUCT, MATERIAL, FIXTURE, FORM OR TYPE OF CONSTRUCTION BY NAME, MAKE, OR CATALOG NUMBER, SHALL BE INTERPRETED AS HAVING ESTABLISHED A STANDARD OF QUALITY AND SHALL NOT BE CONSIDERED AS LIMITING COMPETITION. ARTICLES, FIXTURES, ETC, OF EQUAL QUALITY BY MANUFACTURERS LISTED IN THE SPECIFICATION FORTHE APPLICABLE USE, SHALL BE ACCEPTABLE, SUBJECT TO SPATIAL, STRUCTURAL, AND ELECTRICAL CONSTRAINTS OF THE PROJECT DESIGN, UNLESS NOTED OTHERWISE. 1 NO SUBSTITUTION WILL BE CONSIDERED UNLESS WRITTEN REQUEST FOR APPROVAL HAS BEEN RECEIVED BY THE ARCHITECT AT LEAST 10 DAYS PRIOR TO THE DATE FOR RECEIPT OF BIDS. EACH SUBSTITUTION REQUEST SHALL INCLUDE THE NAME OF THE MATERIAL OR EQUIPMENT FOR WHICH IT IS TO BE SUBSTITUTED AND COMPLETE DESIGN DESCRIPTION OF THE PROPOSED SUBSTITUTE INCLUDING SHOP DRAWINGS, PERFORMANCE AND TEST DATA, AND ANY OTHER INFORMATION NECESSARY FOR AN EVALUATION. A STATEMENT SETTING FORTH ANY CHANGES IN OTHER MATERIALS, EQUIPMENT, OR WORK THAT INCORPORATED OF THE PROPOSED SUBSTITUTE WOULD REQUIRE, SHALL BE INCLUDED, THE BURDEN OF PROOF OF THE MERIT OF THE PROPOSED SUBSTITUTE IS ON THE PROPOSER. THE ENGINEERS APPROVAL OR DISAPPROVAL OF A PROPOSED SUBSTITUTION IS FINAL. 4� THE ENGINEERS REVIEW OF SHOP DRAWINGS SHALL NOT RELIEVE ANY RESPONSIBILITY FOR DEVIATIONS, ERRORS, OR OMISSIONS WHICH MAY CAUSE AN ERROR IN INSTALLATION. 5, SUBMITTALS REQUIRED OF MATERIALS AND EQUIPMENT INCLUDE FOLLOWING: A. CONDUCTORS AND CABLES: a. SUBMIT PRODUCT DATA FOR EACH SPECIFIED PRODUCT. b� SUBMIT TABULAR LIST OF WIRE AND WIRING SYSTEMS THAT WILL BE INCREASED IN CAPACITY OR SIZE TO COMPLY WITH SECTION 16120 AND/OR SIMILAR REQUIREMENTS SHOWN ON DRAWINGS. LIST SHALL INCLUDE SIZE SHOWN ON DRAWINGS, PROPOSED INCREASE TO COMPLY WITH SECTION 16120, AND PROPOSED INSTALLED LENGTH. B. RACEWAYS AND BOXES: a. SUBMIT PRODUCT DATA FOR SURFACE RACEWAYS, WIREWAYS AND FITTINGS, FLOOR BOXES, HINGED -COVER ENCLOSURES, AND CABINETS. b� SUBMIT SHOP DRAWINGS INCLUDING LAYOUT DRAWINGS SHOWING COMPONENTS AND WIRING FOR NONSTANDARD BOXES, ENCLOSURES, AND CABINETS. C. WIRING DEVICES: a. SUBMIT PRODUCT DATA FOR EACH SPECIFIED PRODUCT. b. SUBMIT OPERATION AND MAINTENANCE DATA FOR WIRING DEVICES, FOR INCLUSION IN "OPERATING AND MAINTENANCE MANUAL" SPECIFIED IN THIS SECTION. D. GROUNDING: a. SUBMIT PRODUCT DATA FOR CONNECTORS AND CONNECTION MATERIALS, AND GROUNDING FITTINGS. E� LIGHTING: a. SUBMIT PRODUCT DESCRIBING FIXTURES, LAMPS, BALLASTS, AND EMERGENCY LIGHTING UNITS. ARRANGE PRODUCT DATA FOR FIXTURES IN ORDER OF FIXTURE DESIGNATION. INCLUDE DATA ON FEATURES AND ACCESSORIES. b� SUBMIT LAMP DATA INCLUDING MANUFACTURER, LAMP TYPE, LAMP WATTAGE, LUMENS, COLOR TEMPERATURE AND COLOR RENDERING INDEX (CRI) SUBMIT OUTLINE DRAWINGS INDICATING DIMENSIONS AND PRINCIPAL FEATURES OF FIXTURES. cL SUBMIT ELECTRICAL RATINGS AND PHOTOMETRIC DATA INCLUDING CERTIFIED RESULTS OF LABORATORY TESTS FOR FIXTURES AND LAMPS. SUBMIT BATTERY AND CHARGER DATA FOR EMERGENCY LIGHTING UNITS. f� SUBMIT SHOP DRAWINGS DETAILING NONSTANDARD FIXTURES AND INDICATING DIMENSIONS, WEIGHTS, AND METHODS OF FIELD ASSEMBLY, COMPONENTS, FEATURES, AND ACCESSORIES. g� SUBMIT WIRING DIAGRAMS DETAILING WIRING FOR CONTROL SYSTEM SHOWING BOTH FACTORY -INSTALLED AND FIELD -INSTALLED WIRING FOR EACH SPECIFIC SYSTEM WHICH DIFFERENTIATES BETWEEN FACTORY -INSTALLED AND FIELD -INSTALLED WIRING. h� SUBMIT MAINTENANCE DATA FOR FIXTURES TO INCLUDE IN OPERATION AND MAINTENANCE MANUAL SPECIFIED IN THIS SECTION. F. FIRE ALARM SYSTEM: a. SHOP DRAWINGS FOR FIRE ALARM SYSTEMS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO SYSTEM INSTALLATION, AND SHALL INCLU DE, BUT NOT 6 E LIM (TED TO, ALL OF TH E FOLLOWI NG: b. A FLOOR PLAN THAT INDICATES THE USE OF ALL ROOMS. c. LOCATIONS OF ALARM -INITIATING DEVICES. cL LOCATIONS OF ALARM NOTIFICATION APPLIANCES, INCLUDING CANDELA RATINGS FOR VISIBLE ALARM NOTIFICATION APPLIANCES. LOCATION OF FIRE ALARM CONTROL UNIT, TRANSPONDERS AND NOTIFICATION POWER SUPPLIES. f. ANNUNCIATORS. g. POWER CONNECTION. h. BATTERY CALCULATIONS. i. CONDUCTOR TYPE AND SIZES. I. VOLTAGE DROP CALCULATIONS. k� MANUFACTURERS' DATA SHEETS INDICATING MODEL NUMBERS AND w2wiMillom gm�� I a ILYA SPACES AND EQUIPMENT WILL BE CONSIDERED WHEN PROJECT CONDITIONS MAKE THIS NECESSARY AND/OR MATERIALS OR EQUIPMENT CAN BE INSTALLED TO BETTER ADVANTAGE. PRIOR TO PROCEEDING WITH WORK, COORDINATE WITH VARIOUS TRADES TO PREPARE AND SUBMIT FIVE (5) COPIES OF DRAWINGS OF PROPOSED ARRANGEMENT FOR ENGINEER'S REVIEW. ALLOW MINIMUM OF 10 WORKING DAYS FOR REVIEW. B� INSTALLATION OR REARRANGEMENT OF EQUIPMENT AND SPACE FOR CONTRACTOR'S CONVENIENCE OR TO ACCOMMODATE MATERIAL OR EQUIPMENT SUBSTITUTIONS WILL BE CONSIDERED. ASSUME RESPONSIBILITY FOR REARRANGEMENT OF EQUIPMENT AND SPACE AND HAVE ENGINEER REVIEW CHANGE BEFORE PROCEEDING WITH WORK. REQUEST FOR CHANGES SHALL BE ACCOMPANIED BY SHOP DRAWINGS OF AFFECTED EQUIPMENT AND SPACE. IDENTIFY PROPOSED MONETARY CREDITS OR OTHER BENEFITS, ALLOW MINIMUM OF 10 WORKING DAYS FOR REVIEW. C. PROPERLY LOCATE AND SIZE ALL REQUIRED PIPE SLEEVES AND SLOTS, HOLES, OR OPENINGS IN STRUCTURE. Imilliummilms gmw all& 01-1 120811MATINFINEW SECTION 260519 LOW VOLTAGE ELECTRICAL POWER C5NDUCTORS & CABLES 1 PROVIDE CONDUCTORS MADE OF SOFT DRAWN, ANNEALED COPPER WITH CONDUCTIVITY NOT LESS THAN THAT OF 98% PURE COPPER. 2� BUILDING WIRE: & THERMOPLASTIC —INSULATED BUILDING WIRE: NEMA WC 5. 13� FEEDERS AND BRANCH CIRCUITS: COPPER, SIZE 12, 10 AND 8, SOLID CONDUCTOR: 6 AND LARGER, STRANDED CONDUCTOR, 600-VOLT INSULATION, THHNITHWN-2. C, CONTROL CIRCUITS: COPPER, STRANDED CONDUCTOR 600-VOLT INSULATION, THHNITHWN-2. D� USE THE FOLLOWING COLOR CODE SYSTEM: 240020V011 SY,'IFM5� 2Mel"VOI-T MS 480??, � VoLl sysrf�ms ---------------- PHAZiF A HLACK Rl ACK BROVYN PH,`,�J, 8 PHASF, c NF M RAI (,ROUND %Vll ( H OW',NCE BIAX 1AH1 I U GR[ EN PURPLE RFD RDA VVHITE 6 R[ [ N FORK F, ORANGE YFL 1,01At (� Rio, GREI N PURFIL I E. TYPE AC CABLE SHALL NOT BE USED. 1 THE MINIMUM WIRE SIZE SHALL BE 12 AWG FOR POWER AND LIGHTING CIRCUITS, AND NO SMALLER THAN 18 AWG FOR CONTROL WIRING, REMOTE CONTROL WIRING SHALL NOT BE LESS THAN 14 AWG FOR INSTALLED LENGTHS OF 50 FEET OR LESS, REMOTE CONTROL CONDUCTORS SHALL BE INCREASED ONE SIZE (PER NEC TABLE 310) FOR EACH ADDITIONAL 50 FEET OF LENGTH. INCREASE THE RACEWAY SYSTEM TO ACCOMMODATE THE INCREASED WIRE SIZE. 4, PROVIDE AN EQUAL NUMBE R OF CONDUCTORS OF EQUAL SIZE FOR EACH PHASE OF A CIRCUIT IN SAME RACEWAY OR CABLE. 5. SPLICE ONLY IN JUNCTION BOXES, OUTLET BOXES, PILLBOXES, OR MANHOLES. 6� NEATLY TRAIN AND LACE WIRING INSIDE BOXES, EQUIPMENT, AND PANELBOARDS. 7� MAKE CONDUCTOR LENGTHS FOR PARALLEL CIRCUITS EQUAL. & DO NOT COMBINE NEUTRALS AND GROUNDS OF SEPARATE BRANCH CIRCUITS. DO NOT RUN MORE THAN ONE BRANCH CIRCUIT IN A CONDUIT. 9� PULL ALL CONDUCTORS INTO A RACEWAY AT THE SAME TIME, USE UL LISTED WIRE -PULLING LUBRICANT FOR PULLING 4 AWG AND LARGER WIRES. 10� INSTALL WIRE IN RACEWAY AFTER INTERIOR OF BUILDING HAS BEEN PHYSICALLY PROTECTED FROM THE WEATHER AND ALL MECHANICAL WORK LIKELY TO INJURE CONDUCTORS HAS BEEN COMPLETED ll� COMPLETELY AND THOROUGHLY SWAB RACEWAY SYSTEM BEFORE INSTALLING CONDUCTORS. SECTION 260526 GROUNDING & BONDING FOR ELECTRICAL SYSTEMS 1, SCOPE & PROVIDE ALL EQUIPMENT, MATERIALS, LABOR, SUPERVISION, AND SERVICES NECESSARY FOR OR INCIDENTAL TO THE INSTALLATION OF ELECTRICAL SYSTEMS GROUNDING AS SHOWN OR INDICATED ON THE DRAWINGS AND/OR AS SPECIFIED. B. WORK INCLUDED: a. POWER SYSTEMS GROUNDING. b. ELECTRICAL EQUIPMENT AND RACEWAY GROUNDING AND BONDING. 2. MATERIALS A� PROVIDE ELECTRICAL GROUNDING SYSTEM INDICATED WITH ASSEMBLY OF MATERIALS, INCLUDING BUT NOT LIMITED TO: a, WIRESANDCABLES. b, CONNECTORS. c. TERMINALS. 13� WHERE MATERIALS OR COMPONENTS ARE NOT INDICATED, PROVIDE PRODUCTS COMPLYING WITH NEC, UL, IEEE, AND ESTABLISHED INDUSTRY STANDARDS FOR APPLICATIONS INDICATED. 3. INSTALLATION A. PROVIDE A SEPARATE, INSULATED EQUIPMENT GROUNDING CONDUCTOR IN FEEDER CIRCUITS. TERMINATE EACH END ON A GROUNDING LUG, BUS, OR BUSHING. 4. FIELD QUALITY CONTROL A. INSPECT GROUNDING AND BONDING SYSTEM CONDUCTORS AND CONNECTIONS FOR TIGHTNESS AND PROPER INSTALLATION. a. ELECTRICAL TESTS: PERFORM POINT-TO-POINT TESTS TO DETERMINE THE RESISTANCE BETWEEN THE MAIN GROUNDING SYSTEM AND ALL MAJOR ELECTRICAL EQUIPMENT FRAMES, SYSTEM NEUTRAL, AND/OR DERIVED NEUTRAL POINTS. b� TEST VALUES: INVESTIGATE POINT-TO-POINT RESISTANCE VALUES WHICH EXCEED 0.5 OHM, CORRECT DEFICIENCIES AT NO ADDITIONAL COST. RETEST TO PROVE COMPLIANCE B. PROVIDE WRITTEN CERTIFICATION TO THE ENGINEER THAT THE GROUNDING SYSTEM HAS BEEN TESTED AND COMPLIES WITH THE SPECIFIED REQUIREMENTS. XkNFIIX*]FdF*�E SECTION 260533,13 CONDUIT FOR ELECTRICAL SYSTEMS 1, SCOPE & PROVIDE ALL EQUIPMENT, MATERIALS, LABOR, SUPERVISION, AND SERVICES NECESSARY FOR OR INCIDENTAL TO THE INSTALLATION OF A COMPLETE AND OPERATING ELECTRICAL RACEWAY SYSTEM, AS INDICATED ON THE DRAWINGS AND AS SPECIFIED. B. WORK INCLUDED: a. RIGID METAL CONDUIT AND FITTINGS b� ELECTRICAL METALLIC TUBING AND FITTINGS c. FLEXIBLE METAL CONDUIT AND FITTINGS cL NONMETALLIC CONDUIT AND FITTINGS e. SURFACE -MOUNTED RACEWAY 2. CONDUITS AND FITTINGS k PROVIDE METAL CONDUITS, TUBING, FITTINGS, AND COUPLINGS OF TYPES, GRADES, SIZES, AND WEIGHTS (WALL THICKNESS) FOR EACH SERVICE INDICATED, WHERE TYPES AND GRADES ARE NOT INDICATED, PROVIDE PROPER SELECTION DETERMINED BY INSTALLER TO FULFILL WIRING REQUIREMENTS AND COMPLY WITH APPLICABLE PORTIONS OF NEC FOR RACEWAYS. B. RIGID METAL CONDUIT AND FITTINGS a, RIGID STEEL CONDUIT: ANSI C80,1 b. FITTINGS AND CONDUIT BODIES: ANSI/NEMA FB 1: THREADED TYPE, MATERIAL TO MATCH CONDUIT. C. ELECTRICAL METALLIC TUBING (EMT) AND FITTINGS a� EMT: ANSI C80.3 GALVANIZED TUBING b. FITTINGS AND CONDUIT BODIES: ANSI/NEMA FB 1: STEEL COMPRESSION TYPE D. FLEXIBLE METAL CONDUIT AND FITTINGS a. CONDUIT: FS WW-C-5M STEEL b. FITTINGS AND CONDUIT BODIES: ANSI/NEMA FB 1 E. LIQUID TIGHT FLEXIBLE CONDUIT AND FITTINGS a. CONDUIT: FLEXIBLE METAL CONDUIT WITH PVC JACKET b. FITTINGS AND CONDUIT BODIES: ANSI/NEMA FB 1 F. PLASTIC CONDUIT AND FITTINGS a. CONDUIT: NEMA TC 2: SCHEDULE 40 PVC b. FITTINGS AND CONDUIT BODIES: NEMATC 3 3. CONDUIT SIZING, ARRANGEMENT AND SUPPORT & SIZE OF CONDUIT SHALL BE AS INDICATED ON THE DRAWINGS OR SIZED FOR CONDUCTOR TYPE INSTALLED, WHICHEVER IS LARGER. SIZE ALL CONDUITS IN ACCORDANCE WITH THE NEC, MINIMUM CONDUIT SIZE SHALL BE 3/� INCH� B� ARRANGE CONDUIT TO MAINTAIN HEADROOM AND PRESENT A NEAT APPEARANCE. 4� ROUTE EXPOSED CONDUIT AND CONDUIT ABOVE ACCESSIBLE CEILINGS PARALLELAND PERPENDICULAR TO WALLS AND ADJACENT PIPING. k MAINTAIN MINIMUM 6-INCH CLEARANCE BETWEEN CONDUIT AND PIPING. MAINTAIN 12-INCH CLEARANCE BETWEEN CONDUIT AND HEAT SOURCES SUCH AS FLUES, STEAM PIPES, AND HEATING APPLIANCES. B� ARRANGE CONDUIT SUPPORTS TO PREVENT DISTORTION OF ALIGNMENT BY WIRE PULLING OPERATIONS. FASTEN CONDUIT USING GALVANIZED STRAPS, LAY -IN ADJUSTABLE HANGERS, CLEVIS HANGERS, OR BOLTED SPLIT STAMPED GALVANIZED HANGERS. C� GROUP CONDUIT IN PARALLEL RUNS WHERE PRACTICAL AND USE CONDUIT RACK CONSTRUCTED OF STEEL CHANNEL WITH CONDUIT STRAPS OR CLAMPS. D� DO NOT FASTEN CONDUIT WITH WIRE OR PERFORATED PIPE STRAPS. REMOVE ALL WIRE USED FOR TEMPORARY CONDUIT SUPPORT DURING CONSTRUCTION, BEFORE CONDUCTORS ARE PULLED. 5� CONDUIT INSTALLATION & CUT CONDUIT SQUARE USING A SAW OR PIPE CUTTER: DE -BURR CUT ENDS. B� BRING CONDUIT TO THE SHOULDER OF FITTINGS AND COUPLINGS AND FASTEN SECURELY. C� USE CONDUIT HUBS FOR FASTENING CONDUIT TO CAST BOXES AND FOR FASTENING CONDUIT TO SHEET METAL BOXES IN DAMP OR WET LOCATIONS. D� INSTALL NO MORE THAN THE EQUIVALENT OF THREE 90-DEGREE BENDS BETWEEN BOXES. E� USE CONDUIT BODIES TO MAKE SHARP CHANGES IN DIRECTION, AS AROUND BEAMS. F� USE HYDRAULIC ONE-SHOT CONDUIT BENDER OR FACTORY ELBOWS FOR BENDS IN CONDUIT LARGER THAN 2-INCHES IN SIZE. G� AVOID MOISTURE TRAPS WHERE POSSIBLE� WHERE UNAVOIDABLE, PROVIDE JUNCTION BOX WITH DRAIN FITTING AT CONDUIT LOW POINT. FL USE SUITABLE CONDUIT CAPS TO PROTECT INSTALLED CONDUIT AGAINST ENTRANCE OF DIRT AND MOISTURE. L PROVIDE A PULL TAPE FOR SPARE EMPTY CONDUITS. THE TAPE SHALL BE FIBERGLASS REINFORCED POLYESTER TAPE WITH DISTANCE MARKING IN FEET CONTINUOUS ALONG ITS LENGTH. FURNISH T&B OR GREENLEE PRODUCTS. J� INSTALL EXPANSION JOINTS WHERE CONDUIT CROSSES BUILDING EXPANSION JOINTS. K� WHERE CONDUIT PENETRATES FIRE —RATED WALLS AND FLOORS, PROVIDE MECHANICAL FIRESTOP FITTINGS WITH UL LISTED FIRE RATING EQUAL TO WALL OR FLOOR RATING. SEAL OPENING AROUND CONDUIT WITH UL LISTED FOAMED SILICONE ELASTOMER COMPOUND. L� ROUTE CONDUIT THROUGH ROOF OPENINGS FOR PIPING AND DUCTWORK WHERE POSSIBLE� OTHERWISE ROUTE THROUGH ROOF JACK WITH PITCH POCKET. M, MAXIMUM SIZE CONDUIT IN SLABS ABOVE GRADE: 3/4 INCI-L N� USE PVC -COATED RIGID STEEL FACTORY ELBOWS FOR BENDS IN PLASTIC CONDUIT RUNS LONGER THAN 100 FEET OR IN PLASTIC CONDUIT RUNS, WHICH HAVE MORE THAN TWO BENDS REGARDLESS OF LENGTH. 0, MAKE JOINTS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. P� PROVIDE PLASTIC WARNING TAPE FOR UNDERGROUND CONDUIT OR DUCT BANK INSTALLATIONS. INSTALL WARNING TAPE DIRECTLY ABOVE CONDUIT ONE FOOT BELOW FINISHED GRADE OR AS SHOWN ON DRAWINGS. REFERENCE SECTION 260553. Q� SAND FOR INTERMEDIATE FILL AROUND UNDERGROUND CONDUITS SHALL BE WASHED SAND, SUITABLE FOR CONCRETE OR MASONRY, REFERENCE SECTION 260500 FOR ADDITIONAL BACKFILL AND EXCAVATION REQUIREMENTS. 6� CONDUIT SCHEDULE & UNDERGROUND INSTALLATIONS MORE THAN TWO FEET FROM FOUNDATION WALL: SCHEDULE 40 PLASTIC CONDUIT. 13� INSTALLATIONS IN OR UNDER CONCRETE SLAB, OR UNDERGROUND WITHIN 2 FEET OF FOUNDATION WALL: SCHEDULE 40 PM�C� C� IN SLAB ABOVE GRADE: SCHEDULE 40 P�V.C� D� EXPOSED OUTDOOR LOCATIONS: E.M.T. WITH COMPRESSION FITTINGS. E. WET INTERIOR LOCATIONS: E.M.T. WITH COMPRESSION FITTINGS. F. CONCEALED DRY INTERIOR LOCATIONS- ELECTRICAL METALLIC TUBING G� EXPOSED DRY INTERIOR LOCATIONS: ELECTRICAL METALLIC TUBING SECTION 260533,16 BOXES FOR ELECTRICAL SYSTEMS 1 SCOPE A, PROVIDE ALL EQUIPMENT, MATERIALS, LABOR, SUPERVISION, AND SERVICES NECESSARY FOR OR INCIDENTAL TO THE INSTALLATION OF OUTLETS, PULL AND JUNCTION BOXES AS INDICATED ON THE DRAWINGS AND SPECIFIED. B� WORK INCLUDED: a, WALL AND CEILING OUTLET BOXES b. POLL AND JUNCTION BOXES 2. BOXES & PROVIDE STANDARD, STAMPED GALVANIZED STEEL BOXES EXCEPT AS HEREINAFTER NOTED, BY STEEL CITY OR APPROVED EQUAL. & OUTLET BOXES a, SHEET METAL OUTLET BOXES: ANSI/NEMA OS 1� GALVANIZED STEEL, WITH 112 INCH MALE FIXTURE STUDS WHERE REQUIRED. b, CAST BOXES: ALUMINUM OR CAST FERROALLOY, DEEP TYPE, GASKET AND COVER, THREADED HUBS, LL JU I XE a. SHEET METAL BOXES: ANSI/NEMAOS 1, GALVANIZED STEEL. b, SHEET METAL BOXES LARGER THAN 12 INCHES IN ANY DIMENSION: HINGED ENCLOSURE IN ACCORDANCE WITH SECTION 262716� 3, COORDINATION OF BOX LOCATIONS _A PRO/IjQF FI PQTRI(��, Rr)YF.S AS SHOWN ON DRAWINGS, AND AS REQUIRED FOR SPLIC-,E$, TAPS, WIRE I ULLING, EQUIPMENT CONNECTIONS, AND CODE ,OMPLIANGE; B� D& T: C l.- �CTRICi L BOXES ABOVE THE INACCESSIBLE CEILINGS. 1� OUTLETBOX INSTALLATIO4 k DO NOT INSTALL BOXES E ACK-TO-BACK IN WALLS, PROVIDE A MINIMUM jSFc`A IQN,BET`VEEN BOXES. PROVIDE A MINIMUM 24-INCH SF_-PARATCN'4EWP:*._N BO', ES IN ACOUSTIC -RATED WALLS. B PROVIDE KNOCKOUT Cl.QSl IRES FOR UNUSED OPENINGS. Uml IR 12,55 West 1511-1 Slr(�'0, SUIte, 300 Plano, lexas 75075 469,461�0200 [IT1011: in(lerigco,( md-e-mg-corn Proj(_-x,f Number 24174,1) 0 I-D Ln rn 0 4-1 - 5 �;, V) un cz C� SUPPORT BOXES SECURELY AND INDEPENDENTLY OF CONDUIT. D� USE MULTIPLE GANG BOXES WHERE MORE THAN ONE DEVICE IS MOUNTED TOGETHER, DO NOT USE SECTIONAL BOXES. PROVIDE BARRIERS TO SEPARATE WIRING OF DIFFERENT VOLTAGE SYSTEMS. E. INSTALL BOXES IN WALLS WITHOUT DAMAGING WALL INSULATION. F� COORDINATE MOUNTING HEIGHTS AND LOCATIONS OF OUTLETS MOUNTED ABOVE COUNTERS, BENCHES, AND BACKSPLASHES. G� PROVIDE RECESSED OUTLET BOXES IN FINISHED AREAS� SECURE BOXES TO INTERIOR WALL AND PARTITION STUDS, ACCURATELY POSITIONING TO ALLOW FOR SURFACE FINISH THICKNESS, USE STAMPED STEEL STUD BRIDGES FOR FLUSH OUTLETS IN HOLLOW STUD WALL, AND ADJUSTABLE STEEL CHANNEL FASTENERS FOR FLUSH CEILING OUTLET BOXES. H� ALIGN WALL -MOUNTED OUTLET BOXES FOR SWITCHES, THERMOSTATS, AND SIMILAR DEVICES. k,. PULL AND JUNCTION BOX INSTALLATION A. LOCATE PULL BOXES AND JUNCTION BOXES ABOVE ACCESSIBLE CEILINGS OR IN UNFINISHED AREAS. B. SUP PORT PULL AND JUNCTION BOXES IN DEPENDENT OF CONDUIT. SECTION 260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS 1 NAMEPLATES: ENGRAVED THREE -LAYER LAMINATED PLASTIC, WHITE LETTERS ON A BLACK BACKGROUND, FOR NORMAL POWER AND WHITE LETTERS ON A RED BACKGROUND FOR EMERGENCY POWER. 2. WIRE AND CABLE MARKERS: CLOTHE MARKERS, SPLIT SLEEVE OR TUBING TYPE. 3. WIRE AND CABLE MARKERS A. SIZES #12 THROUGH 3/0 AWG. BRADY SCN CLIP -SLEEVE WIRE MARKERS. SIZES 4/0 AWG AND LARGER, BRADY HSA HEAT SHRINK SLEEVES, CUSTOM PRINTED. B. LEGENDS, PANEL AND CIRCUIT DESCRIPTION� FOR EXAMPLE "L-1", "MDP-1". 4. EQUIPMENT AND WIRING DEVICE NAMEPLATES k GENERAL: WHITE CORE LAMINATED PLASTIC, WHITE LETTERING ON BLACK BACKGROUND, SAME STYLE THROUGHOUT. 13� EMERGENCY EQUIPMENT NAMEPLATES: WHITE LETTERING ON RED BACKGROUND. C� FASTENERS: STAINLESS STEEL SELF -TAPPING SCREWS. USE EPDXY ADHESIVE ONLY WHEN NEMA ENCLOSURE RATING IS COMPROMISED BY SCREWS AND FOR WIRING DEVICE NAMEPLATES. D� SWITCHBOARD, PANELBOARD, AND CONTROL PANEL MAIN NAMEPLATE: 5/6' HIGH BLOCK LETTERS. E� OTHER NAMEPLATES: 3/8" HIGH BLOCK OR CONDENSED LETTERS. SECTION 260593 ELECTRICAL TESTING 1 PROVIDE ALL EQUIPMENT, MATERIALS, LABOR, SUPERVISION, TOOLS AND SERVICES NECESSARY FOR OR INCIDENTAL TO THE TESTING AND INSPECTING OF EACH NEW SYSTEM AND EACH NEW ITEM OF EQUIPMENT PROVIDED OR INSTALLED UNDER THIS DIVISION OF THE SPECIFICATIONS. 2� TESTS AND INSPECTIONS FOR EACH NEW SYSTEM AND EACH NEW ITEM OF EQUIPMENT SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 3� ACCEPTANCE TESTS SHALL BE PERFORMED WITHIN TWENTY-FOUR HOURS OF RECEIPT OF EQUIPMENT AND SHALL PROVE THAT ELECTRICAL EQUIPMENT IS OPERATIONAL WITHIN INDUSTRY AND MANUFACTURER'S TOLERANCES AND IS ACCEPTABLE FOR INSTALLATION. 4� FIELD TESTS SHALL PROVE THAT THE EQUIPMENT IS INSTALLED IN ACCORDANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS AND THE MANUFACTURER'S INSTRUCTIONS. 5� UPON COMPLETION OF TESTS AND INSPECTIONS SPECIFIED, ATTACH A LABEL TO EACH SERVICE DEVICE, LABELS SHALL INDICATE THE TEST DATE AND TEST COMPANY. 6, WORK INCLUDED: A. WIRE AND CABLE (600 VOLTS AND BELOW). B. SWITCHBOARDS C, AUTOMATIC TRANSFER SWITCH D. GROUNDING. 7� ENGAGE THE SERVICES OF A RECOGNIZED TESTING LABORATORY WITH MORE THAN FIVE (5) YEARS OF EXPERIENCE AND CERTIFIED BY THE NATIONAL ELECTRICAL TESTING ASSOCIATION (NETA) FOR THE PURPOSE OF PERFORMING THE INSPECTIONS AND TESTS SPECIFIED, THE TESTING LABORATORY SHALL PERFORM TESTS AND INSPECTIONS DESIGNATED TO BE PERFORMED BY THE TESTING LABORATORY (TL). ALL OTHER INSPECTORS AND TESTS MAY BE PERFORMED BY THE CONTRACTOR'S QUALIFIED PERSONNEL, THE TESTING LABORATORY'S RESPONSIBILITY SHALL INCLUDE THE FOLLOWING: A, NOTIFICATION OF THE ENGINEER PRIOR TO THE START OF TESTING. B. SPECIFYING THE POWER REQUIREMENTS FOR EACH TEST SITE. C� PROVIDING SUFFICIENT PROTECTIVE BARRIERS AND WARNING SIGNS TO CONDUCT TESTS AND INSPECTIONS SAFELY. D� REPORTING ANY MATERIAL OR WORKMANSHIP FOUND TO BE DEFECTIVE DURING TESTS AND INSPECTIONS TO THE ENGINEER. E� IMPLEMENTATION OF THE FINAL SETTINGS AND ADJUSTMENTS ON THE ELECTRICAL EQUIPMENT IN ACCORDANCE WITH THE VALUES SPECIFIED IN THE COORDINATION STUDY. F� MAINTAINING WRITTEN RECORDS OF TESTS, COMPLY WITH THE SUBMITTAL REQUIREMENTS SPECIFIED IN THIS SECTION. G� UPON SATISFACTORY COMPLETION OF TESTS AND RELATED EFFORT, APPLY LABEL TO TESTED COMPONENTS INDICATING RESULTS, PERSON RESPONSIBLE AND DATE. & ACCEPTABLE TESTING LABORATORIES k SOUTHWEST ENERGY SYSTEMS, LLC B. SHERMCO INDUSTRIES C� ABB SERVICE ENGINEERING D. GENERAL ELECTRIC SERVICE ENGINEERING E� SQUARE D SERVICES 9. ENGAGE THE SERVICES OF THE MANUFACTURER'S SERVICE ORGANIZATION TO PERFORM THE TESTS AND INSPECTIONS, AS SPECIFIED. 10, DIVISION OF RESPONSIBILITY - CONTRACTOR k PERFORM ROUTINE INSULATION RESISTANCE, CONTINUITY, AND ROTATION TESTS FOR NEW DISTRIBUTION AND UTILIZATION EQUIPMENT AS SPECIFIED PRIOR TO, AND IN ADDITION TO, THE TESTS SPECIFIED TO BE PERFORMED BY THE TESTING LABORATORY. RESPONSIBILITY SHALL INCLUDE THE FOLLOWING: SUPPLY A SUITABLE SOURCE OF POWER TO THE TESTING LABORATORY OR THE MANUFACTURER'S REPRESENTATIVE AT EACH SITE. NOTIFY THE TESTING LABORATORY OR THE MANUFACTURER'S REPRESENTATIVE WHEN EQUIPMENT BECOMES AVAILABLE FOR ACCEPTANCE TESTS. 11. COORDINATE THE WORK TO EXPEDITE THE PROJECT SCHEDULING. 12� PROVIDE A COMPLETE SET OF ELECTRICAL DRAWINGS AND SPECIFICATIONS, AND PERTINENT CHANGE ORDERS TO THE TESTING LABORATORY AND THE MANUFACTURER'S REPRESENTATIVE. 11 MAINTAIN RECORDS OF ALL TESTS AND INSPECTIONS PERFORMED AND ASSEMBLE ALL INFORMATION REQUIRED TO COMPLY WITH THE SUBMITTAL REQUIREMENTS SPECIFIED IN THIS SECTION. 14. TEST INSTRUMENT CALIBRATION k THE TESTING LABORATORY SHALL MAINTAIN TEST INSTRUMENTS, WHICH HAVE BEEN CALIBRATED WITHIN RATED ACCURACY. DATED CALIBRATION LABELS SHALL BE VISIBLE ON THE TEST EQUIPMENT. B� INSTRUMENTS SHALL BE CALIBRATED IN ACCORDANCE WITH THE FOLLOWING FREQUENCY SCHEDULE: a, FIELD INSTRUMENTS - 6 MONTHS MAXIMUM. b. LABORATORY INSTRUMENTS - 12 MONTHS. — c. LEASED �PECIALTY EQjIPMENT- 12 MONTHS. 15. SAFETY PRACTICES & SAFETY PRACTICES SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING REQUIREMENTS: a, OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 - OSHk b. "ACCIDENT PREVENTION MANUAL FOR INDUSTRIAL OPERATIONS," AS PUBLISHED BY THE NATIONAL SAFETY COUNCIL. APPLICABLE SAFETY OPERATING PROCEDURES OF THE GOVERNING AUTHORITIES. d. DIVISION 26 SPECIFICATIONS. 13� PERFORM TESTS WITH APPARATUS DE -ENERGIZED, EXCEPT WHERE OTHERWISE SPECIFICALLY REQUIRED. C� POWER CIRCUITS SHALL HAVE CONDUCTORS SHORTED TO GROUND BY A HOT-LINE GROUNDED DEVICE APPROVED FOR THAT PURPOSE. 16. QUALITY ASSURANCE & USE ADEQUATE NUMBERS OF SKILLED WORKMEN THOROUGHLY TRAINED AND EXPERIENCED IN NECESSARY CRAFTS AND COMPLETELY FAMILIAR WITH SPECIFIED REQUIREMENTS AND METHODS NEEDED FOR PROPER PERFORMANCE OF WORK OF THIS SECTION. B� WITHOUT ADDITIONAL COST TO OWNER, PROVIDE LABOR AND MATERIALS AS REQUIRED TO COMPLETE THE WORK OF THIS SECTION IN ACCORDANCE WITH REQUIREMENTS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION, REGARDLESS OF WHETHER SUCH MATERIALS AND ASSOCIATED LABOR ARE CALLED FOR ELSEWHERE IN THESE CONTRACT DOCUMENTS. C� WHEN REQUESTED, PROVIDE ARCHITECT WITH MANUFACTURER'S CERTIFICATE THAT THE TEST EQUIPMENT MEET OR EXCEED MINIMUM REQUIREMENTS AS SPECIFIED. 17. GENERAL PROCEDURES -ACCEPTANCE AND FIELD TESTS A. PERFORM EACH TEST AND INSPECTION UNTIL ACCEPTABLE RESULTS ARE OBTAINED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS, UNLESS OTHERWISE SPECIFIED. B. PERFORM THE FOLLOWING TESTS AND INSPECTIONS FOR EACH SYSTEM AND ITEM OF EQUIPMENT AS APPLICABLE, UNLESS OTHERWISE SPECIFIED: a. INSPECT FOR PHYSICAL DAMAGE AND DEFECTIVE MATERIALS OR INSTALLATION WORK, INSPECT FOR PROPER PHYSICAL, ELECTRICAL AND MECHANICAL CONDITIONS (MATERIALS AND INSTALLATION WORK). b� INSPECT EQUIPMENT AND SYSTEMS FOR COMPLIANCE WITH REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS, COMPARE EQUIPMENT NAMEPLATE INFORMATION WITH THE LATEST ONE -LINE DIAGRAMS. VERIFY THAT CONNECTIONS AND TERMINATIONS ARE IN ACCORDANCE WITH THE ONE -LINE DIAGRAMS. CHECK TIGHTNESS OF CABLE CONNECTIONS AND BOLTED BUS JOINTS BY CALIBRATED TORQUE WRENCH METHOD. REFER TO MANUFACTURER'S INSTRUCTIONS FOR PROPER FOOT-POUND LEVELS. PLACE A MARK ON EACH TIGHTENED BOLT TO ENSURE COMPLETENESS. C� PROMPTLY REPORT ANY DISCREPANCIES OR UNSATISFACTORY CONDITIONS DETERMINED BY TEST OR INSPECTION. D. PERFORM INSULATION RESISTANCE TESTS FOR EACH APPLICABLE SYSTEM AND ITEM OF EQUIPMENT, DO NOT PERFORM THIS TEST ON SOLID-STATE DEVICES. NOTE: IN SOME CASES TERMINATED CABLES CANNOT BE TESTED UNLESS DISCONNECTED FROM THE END DEVICES. a. APPLY TEST VOLTAGES AS FOLLOWS: INSULATION RESISTANCE TEST VOLTAGE VOLTAGE RATING TEST VOLTAGE 1) 150 - 600 V 1000 V 2) 601 - 5000 V 2500 V 3) 5001 V & higher 5000 V b� INVESTIGATE VALUES OF INSULATION RESISTANCE LESS THAN THE MANUFACTURERS RECOMMENDED MINIMUM, OR LESS THAN A VALUE EQUAL TO KV+1 IN MEGOHMS. OVERPOTENTIAL TESTS SHALL NOT PROCEED UNTIL RESISTANCE TESTS ARE SATISFACTORILY PERFORMED. PERFORM OVERPOTENTIAL TESTS FOR EACH SYSTEM AND ITEM OF EQUIPMENT AS SPECIFIED. 18. CABLES (600 VOLTS AND LESS) -FIELD TESTING k INSPECT FOR SHIELD GROUNDING, CABLE SUPPORT AND TERMINATION. & CHECK VISIBLE CABLE BENDS AGAINST ICEA AND MANUFACTURER'S MINIMUM ALLOWABLE BENDING RADIUS. C� INSPECT FOR FIREPROOFING IN COMMON CABLE AREAS. D� WHERE CABLES ARE TERMINATED THROUGH WINDOW TYPE CABLE TRAYS, MAKE AN INSPECTION TO VERIFY THAT NEUTRALS AND GROUNDS ARE PROPERLY TERMINATED FOR NORMAL OPERATION OF PROTECTIVE DEVICES. E. PERFORM INSULATION RESISTANCE TESTS ON EACH CABLE WITH RESPECT TO GROUND AND ADJACENT CABLES. RECORD TEST RESULTS. F. PERFORM CONTINUITY TESTS TO CONFIRM PROPER CABLE CONNECTIONS. 19. SWITCHBOARDS -FIELD TESTING k AT THE COMPLETION OF THE WORK THE SWITCHBOARD SHALL BE FIELD TESTED IN THE PRESENCE OF THE ENGINEER. TESTS SHALL BE CONDUCTED BY THE SERVICE ORGANIZATION OF THE MANUFACTURER. B� TESTS SHALL INCLUDE THE FOLLOWING: a. OPERATION OF EACH DISCONNECTING MEANS UNDER LOAD. b. OPERATION OF ALL METERING EQUIPMENT. C� THE MANUFACTURER SHALL OBSERVE ALL CABLE BRACING BOTH INCOMING AND OUTGOING AND CERTIFY THAT SAME IS PROVIDED IN ACCORDANCE WITH THE MAN UFACTURE R'S RECOMMENDATIONS. D� THE GROUND FAULT SYSTEM SHALL BE SET BY THE TESTING LABORATORY AT THE LEVEL SPECIFIED BY THE APPROVED COORDINATION STUDY, EACH SYSTEM SHALL BE TESTED BY CHECKING COORDINATION BETWEEN GROUND FAULT AND PHASE TO GROUND FAULT OF A 1P-20 AMPERE LIGHTING BRANCH CIRCUIT. E� BUS JOINTS SHALL BE RE -TORQUED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, SUBMIT CERTIFICATION. 20� SOLID STATE MOLDED CASE CIRCUIT BREAKERS - 600 VOLTS AND LESS -FIELD TESTING & PERFORM INSULATION RESISTANCE TESTS FROM EACH POLE -TO -GROUND, FROM POLE -TO -POLE, AND ACROSS OPEN CONTRACTS OF EACH PHASE. TEST VALUES SHALL NOT BE LESS THAN 50 MEG-OHMS. RECORD FINAL TEST RESULTS. B� UTILIZE PRIMARY CURRENT I NJ ECTION METHOD TO VERIFY THE FOLLOWING SETTINGS ARE IN ACCORDANCE WITH THE COORDINATION STUDY. C. MINIMUM PICKUP CURRENT OF TRIP DEVICES, WHERE POSSIBLE. D. LONG TIME DELAY, USING 300% PICKUP CURRENT. E, SHORT TIME PICKUP AND SHORT TIME DELAY. F. INSTANTANEOUS PICKUP CURRENT. G. GROUND FAULT PICKUP CURRENT AND TIME DELAY. H� VERIFY TRIP UNIT RESET CHARACTERISTICS. L ACTIVATE AUXILIARY PROTECTIVE DEVICES, SUCH AS GROUND FAULT AND UNDERVOLTAGE RELAYS, TO INSURE OPERATION OF SHUNTTRIP DEVICES. J� WHERE CHARGING MOTORS ARE USED, ELECTRICALLY OPERATE CIRCUIT BREAKER TO VERIFY PERFORMANCE OF LIMIT SWITCHES. 21. MOLDED CASE CIRCUIT BREAKERS (600 VOLTS AND LESS) - FIELD TESTING k THE TESTING LAB SHALL CHECK EACH CIRCUIT BREAKER FOR PROPER MOUNTING, CONDUCTOR SIZE AND FEEDER DESIGNATION. B, OPERATE Cl RCUIT BREAKER TO INSURE SMOOTH OPERATION. C. OPEN UNSEALED BREAKERS AND CHECK INTERNAL COMPONENTS FOR TIGHTNESS, WHEN APPLICABLE. 22. THE TESTING LAB SHALL MEASURE CONTACT RESISTANCE IN MICRO -OHMS FOR DEVICES WITH FULL LOAD AMPERE RATINGS LARGER THAN 400 AMPERES. INVESTIGATE DEVIATIONS GREATER THAN 50%, AS COMPARED TO ADJACENT POLES AND SIMILAR BREAKERS. 23. AUTOMATIC TRANSFER SWITCH A, SET THE TIMERS AND TEST THE START GENERATOR FUNCTION. A� OPEN THE CIRCUIT BREAKER IN THE MAIN SWITCHBOARD SERVING THE ATS AND VERIFY PROPER STARTING AND LOAD TRANSFER OF THE ATS. 24. GROUNDING SYSTEMS - FIELD TESTING 25� ALL WORK SHALL BE PERFORMED BY THE TESTING LABORATORY. & PERFORM GROUND CONTINUITY TESTS BETWEEN MAIN GROUND SYSTEM AND EQUIPMENT FRAMES, AND BETWEEN MAIN GROUND SYSTEM AND SYSTEM NEUTRAL AND/OR DERIVED NEUTRAL POINTS, MAKE TEST BY PASSING A MINIMUM 10-AMP DC CURRENT BETWEEN THE GROUND REFERENCE SYSTEM AND THE GROUND POINT TO BE TESTED, MEASURE VOLTAGE DROP AND CALCULATE RESISTANCE BY VOLTAGE DROP METHOD. B� SUBMIT IN A LETTER INDICATING THE OHMIC RESISTANCE OF THE SERVICE GROUNDS AND A STATEMENT THAT THE GROUNDING SYSTEM IS FREE OF ALL DEFECTS, STRAY CURRENTS, SHORTS, ETC. C� PERFORM FALL OF POTENTIAL TESTS ON THE MAIN GROUND ELECTRODE SYSTEM. THE MAIN GROUND ELECTRODE SYSTEM RESISTANCE-TO-G ROUND SHALL BE NO GREATER THAN ONE (1) OHM� D� RECORD FINAL TEST RESULTS. WE" loin 1010=4JR1 Z' "11=01 2 Z I NUNN-, =0 -1 SECTION 262726 WIRING DEVICES 1 ACCEPTABLE MANUFACTURERS A. PASS & SEYMOUR B. HUBBELL C. LEVITON D. COOPER E. APPROVED EQUAL 2. EXISTING OUTLETS AND SWITCHES. A, REPLACE ALL OUTLETS AND SWITCHES TO MATCH NEW. B� IN INCIDENCES WHERE EXISTING SWITCHES AND OUTLETS DO NOT MEET CURRENT BUILDING CODES AND ADA HEIGHTS, RAISE OR LOWER ACCORDINGLY, ALL EXISTING AND NEW SHALL BE AT THE SAME HEIGHT. 3. RECEPTACLES A. GENERAL RECEPTACLES SHALL BE STANDARD STYLE. THEY SHALL BE CONSTRUCTED OF HIGH -IMPACT RESISTANT THERMOPLASTIC MATERIAL WITH A NYLON FACE AND THERMOPLASTIC BACK BODY. UNLESS NOTED OTHERWISE, THEY SHALL BE 2-POLE, 3-WIRE WITH A GREEN EQUIPMENT GROUND SCREW OR AN AUTOMATIC GROUNDING SYSTEM ATTACHED TO THE STRAP. b� RECEPTACLE COLOR SHALL BE WHITE UNLESS NOTED OTHERWISE. RECEPTACLES SERVED FROM EMERGENCY POWER PANEL SHALL BE RED� B. SPECIFICATION GRADE a. SPECIFICATION GRADE RECEPTACLES SHALL BE STANDARD STYLE. THE FACE SHALL BE CONSTRUCTED OF A NYLON. THE CONTACTS SHALL BE A TRIPLE WIPE, T-SLOT, ONE-PIECE COPPER ALLOY DESIGN. THE DEVICE SHALL HAVE A GREEN GROUND SCREW OR AN AUTOMATIC GROUNDING SYSTEM ATTACHED TO THE STRAP, THE DEVICE SHALL BE 20-AMPERE, 125-VOLTS, NEMA SIDE -WIRED. C� SPECIAL PURPOSE RECEPTACLES SHALL BE OF THE SPE61FIC NEMA CONFIGURATION INDICATED ON THE DRAWINGS OR AS REQUIRED FOR THE PURPOSE. D. GROUND FAULT CIRCUIT INTERRUPTER (GFCI) a. GFCI RECEPTACLES SHALL BE A FEED -THROUGH TYPE WIRED FOR SINGLE RECEPTACLE PROTECTION THUS NOT AFFECTING RECEPTACLES DOWNSTREAM ON THE SAME CIRCUIT, THEY SHALL BE UL RATED CLASS 1 WITH 5-MILLIAMPERE GROUND FAULT TRIP LEVEL AND A 20-AMPERE FEED -THROUGH RATING, GFCI RECEPTACLES SHALL BE NEMA CONFIGURATION 5-20R. E. ISOLATED GROUND (IG) a. ISOLATED GROUND RECEPTACLES SHALL BE STANDARD STYLE. THE CONTACTS SHALL BE A TRIPLE WIPE, T-SLOT, ONE-PIECE COPPER ALLOY DESIGN, THE GROUND CONTACTS SHALL BE ISOLATED FROM THE MOUNTING STRAP AND CONDUIT SYSTEM. THE DEVICE SHALL HAVE A GREEN GROUND SCREW THAT TOTALLY ISOLATES THE GROUNDING CONTACTS, AND IT SHALL REQUIRE THAT THE INSULATED GROUND CONDUCTOR RUN UNINTERRUPTED TO THE NEUTRAL AT THE SERVICE ENTRANCE. THE DEVICE SHALL ALSO HAVE AN AUTOMATIC GROUNDING SYSTEM AND CENTER RIVET ATTACHED TO THE MOUNTING STRAP ALLOWING THE USE OF A METAL WALL PLATE. THE DEVICE SHALL CARRY AN IDENTIFYING TRIANGLE ON THE FACE TO SIGNIFY ISOLATED GROUND. THE DEVICE SHALL BE 20-AMPERE, 125-VOLTS, NEMA CONFIGURATION 5-20R, BACK AND SIDE -WIRED, ORANGE. F, TAMPER RESISTANT HOSPITAL GRADE, TAMPER RESISTANT RECEPTACLE BACK AND SIDE WIRED, NYLON FACE, POLYCARBONATE HOUSING. 4. SWITCHES A. GENERAL a. SWITCHES SHALL BE TOGGLE STYLE SPECIFICATION GRADE. THE BODY OF THE SWITCH SHALL BE MADE OF AN ARC -RESISTANT THERMOSET MATERIAL, ALL TOGGLE SWITCH HANDLES SHALL BE CONSTRUCTED OF A THERMOPLASTIC MATERIAL, ALL ROCKER SWITCH HANDLES SHALL BE CONSTRUCTED OF A THERMOSET MATERIAL. ALL WALL SWITCHES SHALL BE OF THE QUIET AC TYPE. b� SWITCHES SHALL BE SPST, DPST, 3-WAY OR 4-WAY AS INDICATED ON THE DRAWINGS, SWITCH COLOR SHALL BE WHITE UNLESS NOTED OTHERWISE. B. SPECIFICATION GRADE SPECIFICATION GRADE SWITCHES SHALL BE TOGGLE TYPE. THE CONTACT ARMS SHALL BE MADE OF ONE-PIECE COPPER ALLOY MATERIAL, THE SWITCH SHALL INCLUDE A GREEN GROUND SCREW ATTACHED TO THE MOUNTING STRAP. THE SWITCH SHALL BE 20-AMPERE, 120/277-VOLTS AC, HORSEPOWER RATED, BACK AND SIDE -WIRED. C� PILOT LIGHTED a. PILOT LIGHTED SWITCHES SHALL BE TOGGLE TYPE. THE TOGGLE SHALL BE RED, GREEN OR CLEAR AS INDICATED ON THE DRAWINGS. THE TOGGLE SHALL ILLUMINATE WHEN THE SWITCH IS IN THE ON POSITION. THE DEVICE SHALL BE 20-AMPERE, 1201277-VOLTS AC, BACK AND SIDE -WIRED. D. LIGHTED a. LIGHTED SWITCHES SHALL BE TOGGLE TYPE, THE SWITCH SHALL GLOW WHEN THE SWITCH IS IN THE OFF POSITION, THE DEVICE SHALL BE A 20-AMPERE, 120/277-VOLTS AC, BACK AND SIDE -WIRED. E. LOCKING LOCKING SWITCHES SHALL BE 20-AMPERE, 120/277-VOLTS AC, BACK AND SIDE -WIRED, GRAY. THE SWITCH SHALL BE FURNISHED WITH MINIMUM TWO (2) KEYS. F. SECURITY a. SECURITY SWITCHES SHALL BE OPERATED BY CAM LOCK FOR MAXIMUM SECURITY IN CRITICAL AREAS. THE DEVICE SHALL BE 20-AMPERE, 120/277-VOLTS AC, BACK AND SIDE -WIRED, THE SWITCH SHALL BE FURNISHED WITH MINIMUM TWO (2) KEYS. 5. WALL PLATES & WALL PLATES SHALL BE PROVIDED FOR ALL SWITCHES, RECEPTACLES, BLANKS, TELEPHONE AND SPECIAL PURPOSE OUTLETS. THE WALL PLATES SHALL BE OF SUITABLE CONFIGURATION FOR THE DEVICE FOR WHICH IT IS TO COVER WITH COLOR MATCHED MOUNTING SCREWS, COLOR OF THE WALL PLATES SHALL MATCH THE DEVICE, UNLESS NOTED OTHERWISE. 6. INSTALLATION & WEATHERPROOF: WIRING DEVICES IN WET AND DAMP LOCATIONS SHALL BE INSTALLED WITH A HINGED METAL OUTLET COVER/ENCLOSURE CLEARLY MARKED "SUITABLE FOR WET LOCATIONS WHILE IN USE" AND "UL LISTED". THERE SHALL BE A GASKET BETWEEN THE COVER/ENCLOSURE AND THE MOUNTING SURFACE, AND BETWEEN THE HINGED COVER AND MOUNTING PLATE/BASE TO ASSURE PROPER SEAL, THE COVER/ENCLOSURE SHALL EMPLOY STAINLESS STEEL MOUNTING HARDWARE AND BE CONSTRUCTED OF IMPACT RESISTANT POLYCARBONATE. THE COVER/ENCLOSURE SHALL BE SPECIFICATION GRADE AS MANUFACTURED BY PASS AND SEYMOUR OR EQUAL� & EACH WIRING DEVICE SHALL BE MOUNTED IN A METALLIC OUTLET BOX. IN GENERAL, DEVICES IN FINISHED SPACES SHALL BE FLUSH MOUNTED AND DEVICES IN UNFINISHED SPACES, I.E, MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS SHALL BE SURFACE MOUNTED. VERIFY THE REQUIREMENTS OF ALL SPACES WITH THE ARCHITECT. C. WALL PLATES a. EACH DEVICE SHALL HAVE A COVER PLATE APPROPRIATE AND SIZED FOR THE APPLICATION. b� COVER PLATES SHALL BE INSTALLED TRUE AND PLUMB WITH BUILDING LINES, MORTAR JOINTS AND ARCHITECTURAL FEATURES. c. ADJACENT DEVICES SHALL BE MOUNTED UNDER A COMMON COVER PLATE SUITABLE FOR THE APPLICATION. D� MOUNT RECEPTACLES AND SPECIAL SYSTEMS OUTLETS ABOVE FINISH FLOOR TO THE DEVICE CENTERLINE, UNLESS NOTED OR REQUIRED OTHERWISE. E. PLACE CONDUCTOR UNDER WIRING DEVICE SCREW TERMINALS AND DRAW UP SNUGLY. F� MOUNT SWITCHES ABOVE FINISH FLOOR TO THE DEVICE CENTERLINE AND 6"FROM A DOOR STRIKE, UNLESS NOTED OR REQUIRED OTHERWISE. G� GROUNDING CONTINUITY SHALL BE MAINTAINED BETWEEN DEVICES AND METALLIC RACEWAY SYSTEM IN ADDITION TO THE GREEN EQUIPMENT GROUNDING CONDUCTOR RUN WITH CIRCUIT CONDUCTORS. CARE SHALL BE TAKEN WHEN INSTALLING RECEPTACLES HAVING AN ISOLATED GROUND POLE SO AS TO NOT BOND THE EQUIPMENT GROUND CONDUCTOR TO THE CONDUIT SYSTEM. H. WIRE EACH RECEPTACLE USING CORRECT POLARITY (I.E,, NEUTRAL TO NEUTRAL TERMINAL, ETC,). L MOUNT RECEPTACLES THROUGHOUT THE PROJECT WITH GROUND POLE AT THE TOP OF THE CONFIGURATION WHEN MOUNTED VERTICALLY, ON THE RIGHT WHEN HORIZONTALLY MOUNTED. J� ALL EXTERIOR WIRING DEVICES SHALL BE PROVIDED WITH A WEATHERPROOF COVER/ENCLOSURE, EXTERIOR RECEPTACLES SHALL BE GFCITYPE. K� DERATE DIMMER CAPACITY AS REQUIRED BY THE MANUFACTURER. L� RUN SEPARATE NEUTRAL WIRE FOR EACH PHASE OF A THREE PHASE SYSTEM WHEN DIMMERS ARE INSTALLED ON MULTIPLE PHASES AND FOR EACH DIMMER WHEN MULTIPLE DIMMERS ARE INSTALLED ON THE SAME PHASE. SECTION 265000 LIGHTING 1. COORDINATION A. FIXTURES, MOUNTING HARDWARE, AND TRIM: COORDINATE LAYOUT AND INSTALLATION OF LIGHTING FIXTURES WITH CEILING SYSTEM AND OTHER CONSTRUCTION. 2. MANUFACTURERS & AVAILAE;LE PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE MANUFACTURER OF THE PRODUCTS INDICATED FOR EACH DESIGNATION IN THE LIGHTING FIXTURE SCHEDULE SHOWN ON THE DRAWINGS. SUBMIT PROPOSED SUBSTITUTIONS TO ENGINEER FOR APPROVAL, INCLUDE DIMENSIONAL DRAWING, PHOTOMETRIC DATA, LAMP DATA, BALLAST DATA AND MANUFACTU RER. 3. FIXTURES AND FIXTURE COMPONENTS & METAL PARTS: FREE FROM BURRS, SHARP CORNERS, AND EDGES. 13� SHEET METAL COMPONENTS: STEEL, UNLESS OTHERWISE INDICATED. FORM AND SUPPORT TO PREVENT WARPING AND SAGGING. C� DOORS, FRAMES, AND OTHER INTERNAL ACCESS: SMOOTH OPERATING, FREE FROM LIGHT LEAKAGE UNDER OPERATING CONDITIONS, AND ARRANGED TO PERMIT RE-LAMPING WITHOUT USE OF TOOLS. ARRANGE DOORS, FRAMES, LENSES, DIFFUSERS, AND OTHER PIECES TO PREVENT ACCIDENTAL FALLING DURING RE-LAMPING AND WHEN SECURED IN OPERATING POSITION. D� VERIFY THAT THERE IS NO OTHER POINT OF LAMP CONTACT TO THE FIXTURE OTHER THAN THE LAMP BASE TO THE LAMP SOCKET. E� REFLECTING SURFACES: MINIMUM REFLECTANCE AS FOLLOWS, UNLESS OTHERWISE INDICATED: a. WHITE SURFACES: 85 PERCENT. b. SPECULAR SURFACES: 83 PERCENT. c. DIFFUSING SPECULARSURFACES: 75 PERCENT. F. LENSES, DIFFUSERS, COVERS, AND GLOBES: 100 PERCENT VIRGIN ACRYLIC PLASTIC OR ANNEALED CRYSTAL GLASS, UNLESS OTHERWISE INDICATED. a. PLASTIC: HIGH RESISTANCE TO YELLOWING AND OTHER CHANGES DUE TO AGING, EXPOSURE TO HEAT, AND ULTRAVIOLET RADIATION. b. LENS THICKNESS: 0,125 INCH (3 MM) MINIMUM, UNLESS GREATER THICKNESS IS INDICATED. 4. EXIT SIGNS & GENERAL REQUIREMENTS: COMPLY WITH APPLICABLE UL STANDARDS FOR SIGN COLORS AND LETTERING SIZE: COMPLY WITH AUTHORITIES HAVING JURISDICTION. 13� INTERNALLY LIGHTED SIGNS: AS FOLLOWS: LAMPS FOR AC OPERATION: LIGHT -EMITTING DIODES, 70,000 HOURS MINIMUM RATED LAMP LIFE. C� SELF -POWERED EXIT SIGNS (BATTERY TYPE): INTEGRAL AUTOMATIC CHARGER IN A SELF-CONTAINED POWER PACK. BATTERY: SEALED, MAINTENANCE -FREE, NICKEL -CADMIUM TYPE WITH SPECIAL WARRANTY. b� CHARGER: FULLY AUTOMATIC, SOLID-STATE TYPE WITH SEALED TRANSFER RELAY. OPERATION: RELAY AUTOMATICALLY ENERGIZES LAMP FROM UNIT WHEN CIRCUIT VOLTAGE DROPS TO 80 PERCENT OF NOMINAL OR BELOW. WHEN NORMAL VOLTAGE IS RESTORED, RELAY DISCONNECTS LAMPS, AND BATTERY IS AUTOMATICALLY RECHARGED AND FLOATED ON CHARGER. D, VISIBILITY AND LUMINANCE COMPLIANCE: COMPLY WITH VISIBILITY AND LUMINANCE REQUIREMENTS OF NFPA 101 FOR EXIT SIGNS. 5. FINISHES A. GENERAL: MANUFACTURER'S STANDARD, UNLESS OTHERWISE INDICATED. & PAINT FINISH: FACTORY APPLIED OVER CORROSION- RESISTANT TREATMENT OR PRIMER, FREE OR DEFECTS, APPLY AFTER FIXTURE BODY HAS BEEN FABRICATED. 6� INSTALLATION A. FIXTURES: SET LEVEL, PLUMB, AND SQUARE WITH CEILING AND WALLS, AND SECURE ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS, AUTHORITY HAVING JURISDICTION, AND APPROVED SUBMITTAL MATERIALS. INSTALL LAMPS IN EACH FIXTURE. 7� FIELD QUALITY CONTROL & INSPECT EACH INSTALLED FIXTURE FOR DAMAGE. REPLACE DAMAGED FIXTURES AND COMPONENTS. 13� OPERATIONAL TESTING: PERFORM OPERATIONAL AND FUNCTIONAL TESTING AS FOLLOWS TO VERIFY PERFORMANCE: a. VERIFY NORMAL OPERATION OF EACH FIXTURE AFTER INSTALLATION. b. INTERRUPT ELECTRICAL SUPPLY TO EMERGENCY LIGHTING FIXTURES TO DEMONSTRATE PROPER OPERATION, VERIFY NORMAL TRANSFER TO BATTERY SOURCE AND RETRANSFER TO NORMAL. c. REPORT RESULTS IN WRITING. A, MALFUNCTIONING FIXTURES AND COMPONENTS- REPLACE OR REPAIR, THEN RETEST, REPEAT PROCEDURE UNTIL UNITS OPERATE PROPERLY. B� CLEANING AND ADJUSTING d, CLEAN FIXTURES INTERNALLY AND EXTERNALLY AFTER INSTALLATION. USE METHODS AND MATERIALS RECOMMENDED BY MANUFACTURER. e. ADJUST DIRECTIONAL FIXTURES TO PROVIDE REQUIRED LIGHT INTENSITIES. t DISPOSE OF DEFECTIVE AND/OR BROKEN LAMPS PER EPA AND MANUFACTURER'S REQUIREMENTS. REFER TOTHE "LIGHTING FIXTURE SCHEDULE" ONTHE DRAWINGS. 1 ),55 W(_�sl I bm SIr(_,(A, Suite 300 Plano, ](,Xus '/50P-) 469A6/.0200 Ernad: Proic-,ct Numb(-�i: 24 1145 I-D I— rn 60 x ci V) Z_""W mom- lu cz 11.11SI9094 ES12 GENERAL NOTES 1. STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE PROVISIONS OF THE 201 INTERNATIONAL BUILDING CODE. 2. THE BUILDING STRUCTURE HAS BEEN DESIGNED TO RESIST THE FOLLOWING CODE PRESCRIBED LOADS: LIVE LOADS ROOF 20 PSF ATTIC 20 PSF FLOOR 100 PSF SNOW LOADS GROUND SNOW LOAD, Pg. 5 PSF SNOW IMPORTANCE FACTOR<Is 1,0 SNOW EXPOSURE FACTOR, Ce 0.9 THERMAL FACTOR, Ct 1.0 WIND LOADS ULTIMATE DESIGN WIND SPEED (RISK CATEGORY II) 106 MPH WIND IMPORTANCE FACTOR, Iw 1.0 EXPOSURE CATEGORY B SURFACE ROUGHNESS B SEISMIC LOADS OCCUPANCY CATEGORY II SEISMIC IMPORTANCE FACTOR, IE 1,0 SPECTRAL RESPONSE COEFFICIENT, SS 10.3°leg SPECTRAL RESPONSE COEFFICIENT, S1 5A leg SITE CLASS D SEISMIC DESIGN CATEGORY B 3. THE STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHODS OF CONSTRUCTION UNLESS SO STATED OR NOTED, THE CONTRACTOR SHALL PROVIDE: ALL MEASURES NECESSARY TO PROTECT THE WORKMEN AND OTHER PERSONS DURING CONSTRUCTION. 4. THE STRUCTURAL DRAWINGS SHALL NOT BE SCALED FOR DETERMINATION OF QUANTITY, LENGTH OR FIT OF MATERIALS. 5. PRINCIPAL OPENINGS ARE INDICATED ON THE STRUCTURAL DRAWINGS. REFER TO ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR SLEEVES, BLOCKOUTS, INSERTS, CURBS, OPENINGS AND SLAB DEPRESSIONS NOT SHOWN. 6. CONTRACTOR SHALL COMPARE STRUCTURAL AND ARCHITECTURAL DRAWINGS AND REPORT ANY DISCREPANCY TO THE ARCHITECT PRIOR TO FABRICATION OR INSTALLATION OF STRUCTURAL MEMBERS. 7. CONTRACTOR SHALL INSURE THAT CONSTRUCTION MATERIALS WHOSE WEIGHT EXCEEDS THE DESIGN LIVE LOADS INDICATED ON THE STRUCTURAL DRAWINGS ARE NOT STORED ON STRUCTURALLY SUPPORTED FLOOR OR ROOF FRAMING. 8. THE CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACING AND SHORING OF ALL STRUCTURAL WORK AS REQUIRED FOR STABILITY OF THE STRUCTURE DURING ALL PHASES OF CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONDITION WHICH, IN HIS OR HER OPINION, MIGHT ENDANGER THE STABILITY OF THE STRUCTURE OR CAUSE DISTRESS IN THE STRUCTURE. 9. LOADINGS FOR MECHANICAL EQUIPMENT ARE BASED ON THE UNIT(S) SHOWN ON THE STRUCTURAL DRAWINGS. ANY CHANGES IN TYPE, SIZE, WEIGHT OR NUMBER OF UNIT(S) SHALL BE REPORTED TOTHE ARCHITECT PRIOR TO FABRICATION OR INSTALLATION OF STRUCTURAL MEMBERS OR MECHANICAL EQUIPMENT. 10, REPRODUCTION OF THE STRUCTURAL DRAWINGS, EITHER IN PART OR IN WHOLE, FOR SUBMITTALS OR SHOP DRAWINGS SIGNIFIES ACCEPTANCE OF INFORMATION SHOWN AS CORRECT AND OBLIGES THE USER TO ANY EXPENSE, REAL OR IMPLIED, ARISING FROM THEIR USE. 11. CONTRACTOR SHALL SCHEDULE SITE OBSERVATION VISITS WITH THE ENGINEER OF RECORD AND/OR TESTING LABORATORY A MINIMUM OF FORTY-EIGHT HOURS PRIOR TO THE REQUIRED TIME OF THE VISIT. 12, CONTRACTOR SHALL ALLOW TEN (10) WORKING DAYS FOR THE ENGINEER TO REVIEW EACH STRUCTURAL SUBMITTAL OR SHOP DRAWING. FOUNDATION NOTES 1THE FOUNDATION DESIGN IS BASED ON EXPERIENCE WITH SIMILAR PROJECTS IN THE VICINITY OF THE SITE. 2THE FOUNDATION DESIGN IS BASED ON t POTENTIAL VERTICAL I* MOVEMENT (Mr , OWNERTHE ORDER OF ONE (1) INCH OR LESS. IF THIS VALUE IS NOT ACCEPTABLE TOTHE OR TENANTS,M IM LIE 3THE FOUNDATION *LL CONSIST OF * SHALLOW,MONOLITHIC,# >M " POST -TENSIONED " .. LIE CONCRETE STIFFENED SLAB AND BEAM SYSTEM. OF 1,500 GRADE BEAMS HAVE BEEN PROPORTIONED FOR AN ALLOWABLE BEARING PRESSURE ALL P M SURFACES OF LEE #M • i D BEAMS SHALLt MF • PROVIDE FORMWORK FOR ALL EXPOSED SURFACES AND THE UPPER ELEVEN -AND - ONE -QUARTER (11 1/4) INCHES OF ALL EXTERIOR FOOTINGSIGRADE BEAMS, UTILIZING CONTINUOUS 2x1 2 WOOD FORMWORK. 5THE BUILDING SLAB ON GRADE SHALL BE PLACED ON A VAPOR BARRIERIRETARDER : • SELECT FILL OVER * OVER MINIMUM OF TEN 1 OF RA THAT CONDITIONED BYWATER PRESSURE INJECTION. 6VAPOR BARRI ER]RETARDE R SHALL BE IN COMPLIANCE WITH ASTM E 1745 CLASS A, HAVE * AND * PERMEANCE AS TESTED AFTER MANDATORY CONDITIONING (ASTM E 154 SECTIONS 8,11,12,13) OF LESS THAN 0.03 PERMS (GRAINS/(FT2-HR`IN,HG)) PER ASTM E 96 OR F 1249, MEMBRANE, TAPE, AND ACCESSORIES SHALL BE INSTALLED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER. REINFORCING STEEL NOTES 1. ALL DETAILING OF STEEL REINFORCEMENT AND ACCESSORIES SHALL CONFORM TO ACI COMMITTEE 315 PUBLICATION SP-66, `ACI DETAILING MANUAL." 2, DEFORMED BAR REINFORCEMENT SHALL BE DOMESTIC NEW BILLET STEEL IN CONFORMANCE WITH ASTM A615, GRADE 60. 3. WELDED WIRE FABRIC SHALL BE ELECTRICALLY WELDED, COLD -DRAWN WIRE IN CONFORMANCE WITH ASTM A185, GRADE: 65, WELDED WIRE FABRIC SHALL BE PLACED IN FLAT SHEETS ONLY. 4. LAP WELDED WIRE FABRIC AT LEAST 1 1/2 SQUARES PLUS WIRE END EXTENSIONS BUT NOT LESS THAN TWELVE (12) INCHES, UNLESS NOTED OTHERWISE. EXTEND MESH ACROSS SUPPORTING BEAMS AND WALLS. STRUCTURAL CONCRETE NOTES 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 301 AND ACI 318, ALL CONCRETE SHALL BE LABORATORY DESIGNED AND CONTROLLED. Z UNLESS NOTED OTHERWISE, ALL CONCRETE SHALL HAVE SAND AND GRAVEL OR CRUSHED STONE COARSE AGGREGATES AND A CORRESPONDING TWENTY-EIGHT (28) DAY COMPRESSIVE STRENGTH OF 3,000 PSI, ALL CONCRETE THAT WILL BE PERMANENTLY EXPOSED TO WEATHER SHALL CONTAIN AN AIR ENTRAINING AGENT THAT PROVIDES FOUR (4) TO SIX (6) PERCENT AIR BY VOLUME. 3. CONCRETE PROTECTION FOR STEEL REINFORCEMENT SHALL BE AS FOLLOWS (SEE ACI 318, SECTION 7,7 FOR CONDITIONS NOT INDICATED): ALL CONCRETE PLACED AGAINST SOIL 3" SLABS ON GRADE AT SLAB MID -DEPTH TRENCHED GRADE BEAMS 3" BOTTOM AND SIDES, 1 112" TOP 4. LOCATE JOINTS TO LEAST IMPAIR STRENGTH AND APPEARANCE OF STRUCTURE. LOCATE HORIZONTAL JOINTS IN CONCRETE ONLY WHERE THEY NORMALLY OCCUR OR WHERE INDICATED ON PLAN, LOCATE VERTICAL JOINTS IN THE MIDDLE THIRD OF SPAN. 5. ROUGHEN SURFACE OF HORIZONTAL OR NEARLY HORIZONTAL CONSTRUCTION JOINTS SO THAT AGGREGATE SHALL BE EXPOSED UNIFORMLY, LEAVING NO LAITANCE, LOOSENED PARTICLES OR DAMAGED CONCRETE. 6. THE PLACEMENT OF SLEEVES OR OPENINGS THRU CONCRETE MEMBERS IS PROHIBITED UNLESS SPECIFICALLY INDICATED ON THE STRUCTURAL DRAWINGS OR APPROVED IN WRITING BY THE ENGINEER OF RECORD. 7. PROVIDE CHAMFERS AND REVEALS AS INDICATED IN THE ARCHITECTURAL DRAWINGS. 8. THE BUILDING OWNER SHALL SECURE AN INDEPENDENT TESTING LABORATORY TO PERFORM AT LEAST ONE COMPRESSIVE STRENGTH TEST FOR EACH ONE HUNDRED (100) CUBIC YARDS, OR FRACTION THEREOF, OF EACH MIX DESIGN OF CONCRETE PLACED ON ANY ONE DAY, THE LABORATORY SHALL RECORD THE MIX DESIGN, LOCATION OF PLACEMENT, AND SLUMP OF EACH SPECIMEN. 9. A COMPRESSIVE STRENGTH TEST SHALL BE COMPRISED OF FOUR (4) 6"X12" OR FIVE (5) 4"X8" CYLINDER SPECIMENS OBTAINED IN ACCORDANCE WITH ASTM C31. ONE (1) CYLINDER SPECIMEN SHALL BE TESTED AT SEVEN (7) DAYS FOR INFORMATION AND TWO (2) 6'X12" CYLINDER SPECIMENS OR THREE (3) 4"X8" CYLINDER SPECIMENS SHALL BE TESTED AT TWENTY-EIGHT (28) DAYS FOR ACCEPTANCE. THE REMAINING CYLINDER SPECIMEN SHALL BE HELD FOR TESTING AS DIRECTED. " t MG �A � it M M * ;M II► i " IM "• IwN * «N 11 * I1 * � • M ! * � i � M► * # �. � i t "' +� LIE � • # � `" # rl! i i # �t MF Mk IYW MF � 1M MR * 1 i � 1F �R * * • # � i I�Mi * 1 "' • � # � "` + ` Illy r * # * * r i •* � iMr rrE►� Mrs 1! 0 ==0921 ADHESIVE ANCHOR AND DOWEL NOTES 1. WHERE NOTED IN THE FLANS AND DETAILS, ADHESIVE ANCHORS AND DOWELS SHALL BE INSTALLED WITH HILTI HY200 SAFE SET EPDXY IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER. 2. ADHESIVE ANCHORS AND/OR DOWELS NOT NOTED IN THE: PLANS AND DETAILS ARE NOT ALLOWED WITHOUT PRIOR WRITTEN CONSENT OF THE STRUCTURAL ENGINEER OF RECORD. 3. UNLESS NOTED OTHERWISE, THE MINIMUM EMBEDMENT DEPTH OF ADHESIVE ANCHORS AND DOWELS SHALL BE AS FOLLOWS: ANCHOR/DOWEL EMBEDMENT 3/8" DIA. OR #3 BAR 4 1/2" 1/2" DIA. OR #4 BAR. 6" 5/8" DIA. OR #5 BAR 9 5/8" 3/4" DIA. OR #6 BAR 11 1/4" 7/8" DIA.OR#7 BAR 13 1/8" 1" DIA, OR #8 BAR 151" WOOD CONNECTOR NOTES 1NAILS, SPIKES, STAPLES, BOLTS, NUTS, WASHERS, ETC, SHALL BE HOT -DIP GALVANIZED IN ACCORDANCE WITH ASTM Al 53 FOR EXTERIOR AND/OR TREATED WOOD LOCATIONS, PROVIDE PLAIN * MU FOR INTERIOR♦ i O FRAMING# MI HALL BE SIM PSON Mr AP PROVED rMFM SUBSTITUTE AND SHALL BE BUILDING CODE APPROVED FOR THE TYPE OF INSTALLATION INDICATED, FRAMING CONNECTORS THAT ARE EXPOSED TO EXTERIOR CONDITIONS AND/OR ARE IN CONTACT WITH TREATED WOOD SHALL BE HOT -DIP GALVANIZED IN ACCORDANCE WITH ASTM A123 OR FABRICATED* MINIMUM G185 GALVANIZED COATING IN ACCORDANCE WITH ASTM A653. ALL OTHER FRAMING CONNECTORS SHALL FOR SHALL BE FABRICATED WITH A MINIMUM G90 GALVANIZED COATING IN ACCORDANCE 3, UNLESS NOTED OTHERWISE, SILL PLATES AT THE BUILDING EXTERIOR SHALL BE FASTENED TO THE FOUNDATION WITH GALVANIZED 1/2 INCH DIAMETER, ASTM A307 ANCHOR BOLTS AT FOUR (4) FEET ON CENTER (MINIMUM OF TWO (2) BOLTS PER PLATE), AN ANCHOR BOLT SHALL BE LOCATED NO MORE THAN TWELVE (12) INCHES AND NO LESS THANiUR (4) INCHES FROM THE END OF EACHPLATE, BOLTS SHALLBE PLACED * i AND * # MINIM UM OUTSIDEDIAMETER OF 1 M ANCHOR BOLTS SHALL PLACED WITH A EMBEDMENTMINIMUM OF SIX (6) INCHES OF 4UNLESS NOTED OTHERWISE, PLATES AT Mw O'" WALLS SHALLBE FASTENED O THE FOUNDATION« 72P8S23 POWDER ACTUATED FASTENERS THREE SHEATHINGWOOD t UNLESS NOTED OTHERWISE, AT ROOFS WITH A SLOPE GREATER THAN 3:12, ROOF SHEATHING SHALL BE EXPOSURE 1, 15/32 INCH THICK APA RATED SHEATHING WITH A MINIMUM PANEL INDEXM AT ROOFS WITH SLOPETHAN ROOF SHEATHING SHALL BE EXPOSURE 1, 19/32 INCH THICK APA RATED SHEATHING WITH A MINIMUM PANEL INDEXT OF 40/20, ROOF SHEATHING THAT IS EXPOSED ON THE UNDERSIDE SHALL BE BONDED WITH EXTERIOR GLUE. PROVIDE SIMPSON PSCA PANEL SHEATHING CLIPSAT D. * BETWEEN ALL NSF O. EXTERIOR2. WALLSHEATHING*EXPOSURE t w * RATED SHEATHPAN EL IN DEX OF 24/16 STRUCTURAL WOOD NOTES 1. ALL WOOD FRAMING SHALL BE KILN -DRIED WITH A MAXIMUM MOISTURE CONTENT, AT TIME OF INSTALLATION, OF NINETEEN (19) PERCENT AND SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: MEMBER MATERIAL DESIGN PROPERTIES 2x BEAMS, HEADERS #2 GRADE (SYP) Fla = 750 PSI JOISTS, SILL PLATES SOUTHERN PINE Fv = 175 PSI E = 1,400,000 PSI LAMINATED VENEER TRUSJOIT Fb = 2,600 PSI LUMBER BEAMS (LVL) 1.9E MIROLLAM LVL Fv = 285 PSI Fc = 2,510 PSI E = 1,900,000 PSI PARALLEL STRAND TRUSJOIST Fb = 2,900 PSI LUMBER BEAMS (PSL) 2.0E PRALLAM PSL Fv = 290 PSI Fc = 2,900 PSI E = 2,000,000 PSI ANTHONY POWER ANTHONY 30F Fla = 3,000 PSI LUMBER BEAMS POWERBEAM Fv = 290 PSI E = 2.100,000 PSI BEARING PLATES, #2 GRADE (SYP) Fb 750 PSI LEDGERS SOUTHERN PINE Ft 600 PSI Fv = 175 PSI Fc,perp = 565 PSI E = 1 A00,000 PSI WALL STUDS/POT STUD GRADE Fb = 675 PSI COLUMNS, U.N.O. DOUGLAS FIR- Fc = 825 PSI LARCH (DFL) E = 1,400,000 PSI ALLOWABLE STRESSES ARE UNFACTORED AND ARE BASED ON THE 2018 NATIONAL DESIGN SPECIFICATION, PUBLISHED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 2. THE CONTRACTOR SHALL SUBMIT, PRIOR TO THE FABRICATION OR INSTALLATION OF MATERIALS, A WRITTEN SUBSTITUTION REQUEST TO THE ENGINEER FOR REVIEW OF ANY PROPOSED LUMBER SPECIES OR GRADE SUBSTITUTIONS. 3. SILL PLATES AND OTHER MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED FOR MOISTURE RESISTANCE. 4. MASONRY VENEERS SHALL NOT BE SUPPORTED BY WOOD MEMBERS. THE CONTRACTOR SMALL BRING ANY SUCH CONDITIONS TO THE ATTENTION OF THE ARCHITECT PRIOR TO THE FABRICATION OR INSTALLATION OF STRUCTURAL MEMBERS. WOOD ROOF FRAMING * NOTES 1 NOTCHES ON THE ENDS OF CONVENTIONAL LUMBER JOISTS SHALL NOT EXCEED ONE FOURTH OF THE JOIST DEPTH, HOLES BORED SHALL BE WITHIN TWO (2) SHALLINCHES OF THE TOP OR BOTTOM OF THE JOIST AND THE DIAMETER OF ANY HOLE 111E EXCEED ONE THIRD OF THE DEPTH OF THE JOIST, NOTCHES IN THE TOP OR BOTTOM OF JOISTS SHALL NOT EXCEED ONE SIXTH OF THE DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE SPAN, THE GENERAL COORDINATE D +Ir RA CONTRACTOR 2HOLES AND NOTCHES IN BEAMS AND HEADERS ARE NOT PERMITTED UNLESS VERIFIED IN WRITING BY THE ENGINEER OF RECORD. 1 BEAMS COMPRISED •Ii OF O MEMBERS OR MORE MEMBERS SHALL R Ii AND NAILED TOGETHERWITH tNAILS INCHES ON CENTER, BEAMS COMPRISED 11 M'" MORE Mw DIAMETERSUPPORTING LOAD THROUGH SIDE HANGERS SHALL HAVE ADDITIONAL 1/2 INCH "' AT CENTER STAGGERED O"` AND BOTTOM,PLYWOOD lr OR MEMBERS OF SAME DEPTH AS REQUIRED 1 NE "D TO VERIFIEDFLUSH OUT WALL. 4SPLICING OF MEMBERS SHALL NOT BE PERMITTED UNLESS SHOWN ON THE PLANS OR IN WRITING BY THE ENGINEER. INSTALL MEMBERSTRUE, PLUMB AND AND PROVIDE ADEQUATE TE...Mrs tMr. BRACING AND SHORING UNTIL FINALCONNECTIONS ARE *D • DURI NG CONSTRUCTION, THE HEIG HT OF STOCK PILES OF GY P STOREDON ANY WOOD F RAMED LEVEL SHALLODTHE GREATE M, OF TWENTY-SIX (26) SHEETS OR SIXTEEN (16) INCHES. WOOD STUD WALL NOTES 1. UNLESS NOTED OTHERWISE, PROVIDE AN EQUAL NUMBER OF 2x STUDS AT EACH END OF BUILT-UP BEAMS AS THE NUMBER OF MEMBERS IN THE BEAM. UNLESS NOTED OTHERWISE, PROVIDE FOUR (4) 2x STUDS AT EACH END OF ENGINEERED WOOD BEAMS, BUILT-UP STUD COLUMNS SHALL BE PROVIDED AT EACH LEVEL AND WITHIN THE FLOOR SYSTEM TO PROVIDE A CONTINUOUS LOAD PATH TO THE FOUNDATION. BUILT-UP STUD COLUMNS SHALL BE NAILED TOGETHER WITH 16d NAILS AT TWENTY (20) INCHES ON CENTER FOR THE FULL STUD HEIGHT. 2. BORED HOLES IN 2x4 STUDS SHALL NOT EXCEED 1 3/8 INCH FOR LOAD -BEARING WALLS AND 2 1/8 INCH IN NON -LOAD -BEARING WALLS, BORED HOLES IN 2x6 STUDS SHALL NOT EXCEED 2 1/2 INCH FOR LOAD -BEARING WALLS AND 31/4 INCH FOR NON -LOAD -BEARING WALLS. IN NO CASE. SHALL THE EDGE OF THE BORED HOLE B NEARER THAN 5/8 INCH TO THE EDGE OF THE STUD. 3. ALL STUD WALLS SHALL BE FRAMED WITH A DOUBLE TOP PLATE. SPLICES IN TOP PLATE SHALL LAP A MINIMUM OF FOUR FEET AND SHALL OCCUR AT THE CENTER OF A SUPPORTING STUD. 4. AT EXTERIOR WALL CORNER CONDITIONS, NOT LESS THAN THREE (3) STUDS SHALL B INSTALLED. 5. AT CONTRACTOR'S OPTION, ENGINEERED FINGER -JOINTED STUDS MAY BE USED. PREFABRICATED WOOD TRUSS NOTES 1 , DESIGN TRUSSES IN ACCORDANCE WITH THE "TRUSS PL SPECIFICATIONS FOR CONNECTOR PLATES." ALL TRUSSES SHALL BE GRADE STAMPED PER CONTRACTOR2THE SHALL COMPLY"HANDLING, INSTALLINGAND BRACING PLATE CONNECTED WOOD TRUSSES" (HIB-91) BY THE TRUSS PLATE INSTITUTE DURING THE INSTALLATION AND ROOF TRUSSES. ROOF f AND END ANCHORAGES # DESIGNED BY THE TRUSS MANUFACTURER t NET UPLIFTPSF 4THE CONTRACTOR SHALL SUBMIT COMPLETE TRUSS SHOP DRAWINGS AND DESIGN CALCULATIONS SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT, s♦ O Ir DRAWINGS SHALL FRAMING # PLANS PREFABRICATED MEMBERS WITH MARK NUMBERS FOR EACH MEMBER TYPE. 5PROVIDE ANCHORAGE, ERECTION BRACING, AND PERMANENT BRIDGING AS RECOMMENDED BY THE TRUSS MANUFACTURER. 6AT ROOF TRUSS GIRDERS, PROVIDE ONE (1) STUD BELOW EACH GIRDER SUPPORT FOR EVTEN (10) FEET OF ERYTRUSSr M" SPAN AS PROVIDE TWO (2) STUDS AT EACH SUPPORT, BUILT-UP STUD COLUMNS SHALL BE PROVIDED AT EACH LEVEL AND WITHIN THE FLOOR SYSTEM TO PROVIDE A CONTINUOUS LOAD PATH TO THE FOUNDATION. BUILT-UP STUD COLUMNS SHALL BE NAILED TOGETHER WITH •• NAILS AT . FOR THE FULL STUD HEIGHT. NOTED7. TRUSSES SHALL BE DESIGNED TO BEAR ONLY ON BEAMS AND WALLS SPECIFICALLY AS •#D BEARING DRAWINGS. STRUCTURAL ABBREVIATIONS: THE FOLLOWING ABBREVIATIONS ARE REFERENCED IN THE STRUCTURAL DRAWINGS PLEASE E CONTACT THE STRUCTURAL ENGINEER OF RECORD FORANY CLARIFICATION, PRIOR TO FABRICATION ACI AMERICAN CONCRETE INSTITUTE ADD'L ADDITIONAL AISC, AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISI AMERICAN IRON AND STEEL INSTITUTE. ALT ALTERNATE. APA AMERICAN PLYWOOD ASSOCIATION (ENGINEERED WOOD ASSOCIATION) ARCH'L ARCH ITECTURAL, ARCHITECT ASS'Y ASSEMBLY ASTM ASTM INTERNATIONAL (FORMERLY AMERICAN SOC IETY FOR TEST ING AND MATERIALS) Bt BOTTOM OF B.iBEAM BOTTOM OF BEAM BLDG BUILDING BOT BOTTOM BRG BEARING C-L CENTERLINE CLG CEILING CMU CONCRETE MASONRY UNIT(S) COL COLUN,1N CONC CONCRETE CONN CONNECTION CONT CONTINUOUS CONST CONSTRUCTION COORD COORDINATE CRSI CONCRETE REINFORCING STEEL INSTITUTE DB DROP BEAM D.B A DEFORMED BAR ANCHOR DFL DOUGLAS FIRLARCH DIA DIAMETER DIM DIMENSION DL DEAD LOAD DTL DETAIL DWL DOWEL EL ELEVATION EMBED EMBEDMENT EQ EQUAL EXP EXPANSION FB FLUSH BEAM F,' FLOOR FINISHED FLOOR FLR FLOOR FTG FOOTING GALV GALVANIZED GYP GYPSUM HORIZ HORIZONTAL HVAC, HEATING, VENTILATION AND AIR CONDITIONING IBCERNA INTERNATIONAL BUILDING L BU L Ca CODE I INSIDE DIAMETER INFO INFORMATION KIP KILOPOUND (1,000 POUNDS) KSI KILOPOUNDS PER SQUARE INCH LBS POUNDS LL LIVE LOAD LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LSL LAMINATED STRAND LUMBER LT GAGE LIGHT GAGE LVL LAMINATED VENEER LUMBER MAT'L MATERIAL MAX It11AXIMU10 MECH'L MECHANICAL NIFR MANUFACTURER MIN MINIMUM NDS NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION NTS NOT TO SCALE 0 c ON CENTER O.D OUTSIDE DIAMETER OPNG OPENING OPP OPPOSITE P E M B PRE-ENGINEERED METAL BUILDING PL PLATE PLF POUNDS PER LINEAR FOOT PREFAB PRE -FABRICATED PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PSL PARALLEL STRAND LUMBER P.T POST -TENSIONED R REMAINING REF REFERENCE REINF REINFORCE, REINFORCED REQ'D REQUIRED REV REVISION RTU ROOF TOP UNIT S"CHED SCHEDULE(D) SIN/ SIN4ILAR SJI STEEL. JOIST INSTITUTE SPA SPACE(S), SPACED SQ SQUARE STD STANDARD STIRR STIRRUP(S) SYP SOUTHERN PINE T� TOP OF T,CONC TOP OF CONC T FOOT ING TOP OF FOOTING T,METAL TOP OF METAL T,,PANEL TOP OF PANEL TiPARAPET TOP OF PARAPET TiPIER TOP OF PIER TiPILEC~AP TOP OF PILECAP TJ'SHEATHING TOP OF SHEATHING T,1SLAB TOP OF SLAB T;STEEL TOP OF STEEL T,,WAL L TOP OF WALL TYP TYPICAL U N O UNLESS NOTED OTHERWISE VERT VERTICAL Wr WITH WiO WITHOUT W.W F WELDED WIRE FABRIC I'll, S 11 T R1,UICITU111RAL, RLIC Texas T`Iigittooritis, Fiin) F 161>Q RC . Box 1 -�()() RTP#:.)-I>; oo THIS DOCUMENT IS THE RENDERING OF A PROFESSIONAL SERVICE, THE ESSENCE OF WHICH IS THE PROVIDING OF ADVICE, J DGEMENT, OPINION, OR SIMILAR PROFESSIONAL SKILL. 00 cS') V__ Job No: 24036 Date: 2024.11.13 Revision: Sheet Title: STRUCTURAL NOTES Drawn • i MM Sheet b • Simi TYPICAL FASTENING SCHEDULE CONNECTION FASTENING LOCATION JOIST TO SILL OR GIRDER I 8dCOMMON NAILS (ALT 3-1Yx0l31I`NAILS) TOENAIL BRIDGING TO JOIST 2-8d COMMON NAILS (ALT 2-31"xii 131" NAILS) TOENAIL EACH END 1x6 SUBFLOOR OR LESS TO EACH JOIST 2-8d COMMON NAILS FACE NAIL WIDER THAN 1x6 SUBFLOOR TO EACH JOIST I 8d COMMON NAILS FACE NAIL 2x SUBFLOOR TO JOIST OR GIRDER 2-1b3d COMMON NAILS 1 BLIND AND FACE NAIL SOLE PLATE TO JOIST OR BLOCKING 16d COMMON NAILS (D 16" O.C.(ALT 31"x0 I"31" TYPICAL FACE NAIL SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANEL 3-16d PER Ir)"(ALT 4-3`xO.1171" NAILS AT 16" 0 C BRACED WALL PANELS TOP PLATE TO STUD 2-16d COMMON NAILS (ALT. 3-1Yx0.l31` NAILS) END NAIL STUD TO SOLE PLATE 4-8d COMMON NAILS (ALT 4-3'x0 III" NAILS) TOENAIL STUD TO SOLE PLATE (ALTERNATE 2-16dCOMMON NAILS (ALT 13-3`0131"NAILS) END NAIL DOUBLE STUDS 113d Cr�P 24" 0 C (ALT 31`0 131" NAIL AT 8" 0 C ) FACE NAIL DOUBLE TOP PLATES 163d § 16" 0 C (ALT 3`0 131" NAIL AT 12" 0 C TYPICAL FACE NAIL LAP SPLICE AT DOUBLE TOP PLATES (MINIMUM 4'-0" LONG;i 8-165d COMMON NAILS (,c?4` O,C (ALT 12-3`x0.131` LAP SPLICE NAILS AT 4" 0 C BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON NAILS ((ALT 3-3"x0 131" NAILS) TOENAIL RIM JOIST TO TOP PLATE 8d COMMON NAILS C06"O C (ALT INN 1131" NAIL TOENAIL NAILS AT 6" 0,C) TOP PLATE CORNERS AND INTERSECTIONS 2-16d COMMON NAILS (ALT 3-3`x0 131" NAILS) FACE NAIL CONTINUOUS HEADER, TWO PIECES 16d COMMON NAILS If)" 0 C ALONG EDGE CEILING JOISTS TO PLATE 3-8d COMMON NAILS (ALT. 5-11"xO 1311" NAILS) TOENAIL CONTINUOUS HEADER TO STUD 4-8d COMMON NAILS TOENAIL CEILING JOISTS, LAPS OVER PARTITIONS 3-16d COMMON NAILS (ALT 4-3`0 131" NAILS) FACE NAIL CEILING JOISTS TO PARALLEL RAFTERS 3-16d CONIMON NAILS (ALT 4-3"YO 131" NAILS) FACE NAIL RAFTERS TO PLATE 3-8d COMMON NAILS (ALT 17-31NO 131" NAILS) TOENAIL lx DIAGONAL BRACE TO EACH STUD AND PLATE 2-8d COMMON NAILS (ALT 3-3"x0 131" NAILS) FACE NAIL Ix8 OR LESS SHEATHING TO EACH BEARING 2-8d CON4MON NAILS (ALT 2-3`0,131" NAILS) FACE NAIL WIDER THAN 1x8 SHEATHING TO EACH BEARING 38d COMMON NAILS FACE NAIL BUILT-UP CORNER STUDS 16d COMMON NAILS (dD 24" 0 .0 (ALT 3"xO 131 24" O.C. NAILS AT 16" 0 C ) BUILT-UP GIRDER AND BEAMS 20d COM MON NAILS g 32`0C FACE NAIL AT TOP AND BOTTOM fALT 3"xO 131" NAILS AT 24" 0 C) STAGGERED ON OPPOSITE SIDES 2-20d COMMON NAILS FACE NAIL AT ENDS AND (ALT 331"xO 131" NAILS! AT EACH SPLICE 2x PLANKS 16d COW00N NAILS AT EACH BEARING COLLAR TIE TO RAFTER 3-10d COMMON NAILS (ALT 4-13`01 -111" NAILS) FACE NAIL 3-1 Od COMM ON NAILS (ALT 4-3"xO 13 1" NAILS) TOENAIL JACK RAFTERS TO HIP 2-16d COMMON NAILS (ALT 3-3"XO.131" NAILS) FACE NAIL 2-16d COMMON NAILS (ALT 3-3I `x0 131 "NAILS) TOENAIL ROOF RAFTER TO 2x RIDGE BEAM 2-1 6d COMMON NAILS IALT. 3-3`0131 " NAILS) FACE NAIL JOIST TO BAND JOIST 3-16d COMMON NAILS tALT 4-3"x0 131" NAILS) FACE NAIL LEDGER STRIP 3-16d COMMON NAILS (ALT 4-31`0 131" NAILS) FACE NAIL AT EACH JOIST WOOD STRUCTURAL PANELS AND PARTICLEBOARD 8d COMMON NAILS (15)32" OR LESS) NAILS SPACED 6" O.0 AT �PANEL THICKNESS) PANEL EDGES AND 12" 0 C 1 Od COMMON NAILS (15(312" OR MORE) AT INTERMEDIATE SUPPORTS PANEL SIDING (PANEL THICKNESS! Od GALVANIZED CASING NAILS 0/2" OR LESS) NAILS SPACED 3" OC AT PANEL EDGES AND 6" O.C. 8d GALVANIZED CASING NAILS 45i8" THICK) AT INTERMEDIATE SUPPORTS FIBERBOARD SHEATHING (PANEL THICKNESS 11 GAGE GALVANIZED ROOFING NAIL ( l'2`THICK) NAILS SPACED I" &C AT (ALT. 6d COIVIN,-ION NAIL -1,!2" THICK) PANEL EDGES AND 65" O,C. AT INTERMEDIATE SUPPORTS INTERIOR PANELING (PANEL THICKNESS) 4d FINISH NAILS (1,4" THICK) NAILS SPACED 6" OC' AT PANEL EDGES AND 12" 0 C 6dFINISH NAILS (318` THICK) AT INTERMEDIATE SUPPORTS NOTES I FASTENINGS INDICATED ABOVE ARE MINIMUMS TO BE PROVIDED UNLESS NOTED OTHERWISE 2 REFER TO TABLE 21304 10 1 IN THE IBC 2021 BUILDING CODE FOR ADDITIONAL REQUIREMENTS AND ALTERNATE FASTENERS SCHEDULE 01 NO SCALE INSTALLATION TYPE BEAM SIZE FACE MOUNT TOP FLANGE WOOD NAILER WELDABLE SKEWABLE CMU 2-200 HGUS210-2 HU21OTF HU21 OTF WM210-2 HU218TF WIV1210-2 2-2x12 HGUS212-2 HU212TF HU212TF WM212-2 HU212TF WIVI212-2 1-2x12 HGUS212-3 HU312TF HU312TF WN,1212-2 HU312TF WIVI212-2 3 1,,,2"x9 1 4" PSL HGUS41 0 EGQ3 62-SD53 EGQ3 62-SDS3 HWPH356x9 25 EGQ3 62-SDS3 V1/MU356x925 1 t2"x 11 114 " PSL HGLJS412 EGO"' 62 -SDS3 EGQ3 .62-SDS� HWPH" 56x 11 25 EGO21.62-SIDS3 V\NI U,3� 5 6, x 11 . 2 5 5 1,14"Y 11 14" PSL HGUS5 25/12 EGO5.37-SDS3 EG05.37 -SDS3 HWPH5.31x11 25 EGO537-SIDS3 WNI U5 31x11.25 1 12"x 14 PSL HGUS412 EGO3 62-SDS3 EGO" 62-SDS,3 HWPH3 56xl4 EGQ�".62-SDS.1 WMU356xl4 5 114`xl4` PSL EGQ5 17-SDS3 EGQ5.37-SDS3 EGQ5.3 7-SDS3 HWPH5.31x14 EGQ5,37-SDS3 V\ft\,i U5 31 x 14 3 1 12"x 16" PSL EGQ3 62-SDS3 EGQ3.62-SDS3 EGOS rat-SDS3 HWP H3 56x 16 EGQ3.62-SDS3 V\&IU1-1,56x1r3 5 1 W'x 16" PSL EGQ5. 7-SIDS3 EGQ5.3 7-SDS3 EGQ5 1371-SDS3 HWPH5,31xI6 EGO5 37-SIDS3 VVTV U 5 '31 x 16 3 1 i2`x 18" PSL EGQ3.62-SDS3 EGQ3,62-SDS3 EGQ3 .62-SDS3 HWPH3 5608 EG03.62-SIDS3 milu'll, 56X 18 5 1,4"x 18 " PSL EGO5.37-SIDS3 EGQ5 3 7-SDS3 EGO5 371-SDS3 HWPH5 3108 EGQ537 -SDS3 \AIM U5,31 x 18 x1 8" PSL EGQ7 25-SDS3 I EG07.25-SDS3 EGQ7 25-SDS 1 ;, —1 � 1208 HWPH7 EGQ7 25-SDS3 WMU7 1208 NOTES I REFERENCE STRUCTURAL NOTES FOR ADDITIONAL INFORNIAT ION 2 CONTACT ENGINEER OF RECORD FOR OTHER BEAM SIZES 3 PROVIDE OFFSET OR CONCEALED FLANGE HANGERS AT ENDS OF SUPPORTING BEAMS, AS NECESSARY CONCRETE DOWEL SCHEDULE CONCRETE REINFORCING LAP SPLICE SCHEDULE A BAR SIZE LAP MARK SIZE A B c 3 DWL A 94 2'-6" 11-01, 4 2'-0" DWL B #5 2'-9" 01-811 5 2'-6" DWL C #3 011 DWL D #5 2'-0" 11-01, DWL. E 44 2'-0" AS REQ'D 8 4`-8` DWL. F #4 AS REO'D 01-81, - 9 5'-4" DWL. G #4 01-81, 01-81, 10 61-011 NOTES 11 61-81, 1. SCHEDULED DOWELS ARE MARKED "DWL " ON THE SECTIONS AND DETAILS 2 DOWEL SPACING TO BE THE SAME AS VERTICAL BEAM OR WALL REINFORCEMENT, UNLESS NOTED OTHERWISE 3.STRAIGHT BARS SHALL BE PLACED WITH ONE HALF OF BAR LENGTH ON EACH SIDE OF COLD JOINT, UNLESS NOTED OTHERWISE SCHEDULE 02 NO SCALE FLUSH,DROP BEANI SIZE STUD I COLUMN SUPPORT I 2-2xlQ 2-2x STUDS 2-2x 12 2-2y STUDS 3 V2 `x 9 14" P S L 2-2x STUDS 3 112 "x 11 14 " PSL 3-2x STUDS 3 1,,,2 "x 14 " PSL 3-2x STUDS 1,,,2"x16" PSL 4-2y STUDS 112"x18" PSL 5-2x STUDS 514"x 18" PSL 3-2x STUDS xl 6" PSL 7-2x STUDS 8 3!4"x 16" PSL 8-2x STUDS NOTES 1. INDICATES NUMBER OF FULL HEIGHT STUDS REQUIRED AT EACH END OF FLUSH OR DROP BEAM 2 CONTACT ENGINEER OF RECORD FOR OTHER BEAM SIZES 05 SCHEDULE NO SCALE NON —LOAD BEARING WOOD HEADER SCHEDULE SPAN HEADER O'TO X-0` 2-2x4 -0" T0,T-0` 2-2x6 6'-0" TO 9'-0" 2-2x8 2-2xI 0 NOTES I HEADER MATERIAL TO BE #3 S Y P, UNLESS NOTED OTHERWISE 2 USE 1/2" PLYWOOD SPACERS BETWEEN 2x MEMBERS STEEL LINTEL SCHEDULE FOR MASONRY OPENINGS MAXIMUM SPAN SIZE MINIMUM BEARING 31-01, L "I 1i2x3 1,2x_'1v8 81, 5`_011 L5x3 1i2x3J'8 EU_V) 81, 81-01, 1_5x3 1.,2x' 31�8 (LLV) 12` 101-01, L6x4x3,,'8 (U_V) 12` ago= I CONTACT ENGINEER OF RECORD FOR OPENINGS LARGER THAN 10' C" 2 STEEL FOR ANGLES SHALL BE ASTN-I A36 'z ALL LINTELS IN EXTERIOR WALLS SHALL BE PROTECTED WITH PAINT OR HOT DIP GALVANIZING CONFORMING TO ASTM Al 23 04 SCHEDULE NO SCALE -SHE,4VW4LL SCHEDULE MARK I DESCRIPTION 518" GYPSUM WALLBOARD APPLIED TO ONE FACE OF WALL AS INDICATED ON PLAN FASTEN Swi TO WALL FRAMING WITH 6d (1 COOLER OR I 3,4`x0 120`x31t8` HEAD WALL BOARD) NAILS AT T' O.0 PANEL EDGES AND INTERMEDIATE STUDS FASTEN SHEAR WALL TO FOUNDATION WITH 112"0 DIAMETER ANCHOR BOLTS AT 48" O.C, HILT[ XCP 172 P6 S23 FASTENERS AT 18" 0 C MAY BE USED AT ALL INTERIOR CONDITIONS 5!8" GYPSUM WALLBOARD APPLIED TO ONE FACE OF WALL AS INDICATED ON PLAN FASTEN TO SW2 WALL FRAMING WITH 6d NAILS (I 7!8`4 092"COOLER OR 1 34'W 120"01`8` HEAD WALL BOARD) AT 4" OC. AT PANEL EDGES AND INTERMEDIATE STUDS. FASTEN SHEAR WALL TO FOUNDATION WITH 1t2` DIAMETER ANCHOR BOLTS AT 48`O.0 HILT I X-CP 72 P8 S23 FASTENERS AT Iwo C MAY BE USED AT ALL INTERIOR CONDITIONS 518" GYPSUM WALLBOARD APPLIED TO ONE FACE OF WALL AS INDICATED ON PLAN FASTEN TO WALL FRAMING WITH 6d NAILS (1 7/8`x0.092" COOLER OR I 34"x0.1 HEAD WALL BOARD) SW3 AT 4" O.0 AT ALL PANEL EDGES AND INTERMEDIATE STUDS INCLUDING BLOCKING PROVIDE SOLID 2x BLOCKING AT ALL PANEL EDGES FASTEN SHEAR WALL TO FOUNDATION WITH 11t2, DIAMETER ANCHOR BOLTS AT 46" O.0HILT I X-CP 72P8S23'FASTENERS ATl61'OC MAY BE USED AT ALL INTERIOR CONDITIONS. NOTES 1 GYPSUM WALL BOARD USED IN SHEARWALLS SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM C36 AND THE APPLICATION REQUIREMENTS OF ASTN,-I C840 2 AT PODIUM SLABS, FASTEN INTERIOR SHEARWALLS TO CONCRETE W12 HILTI X-ZF 62 P8 S36 AT 12" 0,C 0 SCHEDULE 7 NO SCALE pp WAS AUTHORIZED BY R. TRENT PERKINS, P.E. 84264 Texas EiWinet�iinq Firm F 101 R0. Box IS90 Rock",;dI.Te.vis hOkS RITIL '460 THIS DOCUMENT IS THE RENDERING OF A ROFESSIONAL SERVICE, THE ESSENCE OF WHICH IS THE PROVIDING OF ADVICE, JUDGEMENT, OPINION, OR SIMILAR PROFESSIONAL SKILL. 4j 0 oo M cl� Ln In Cit a) Job No: 24036 Date: 2 24.1.3 Revision: Sheet Title: STRUCTURAL SCHEDULES DII rawn By: RTP Sheet Number: am 11, REF. 3/S3.1 AT ALL EXTERIOR CORNERS, TYPICAL UNO I 9 N w'"d-012% rAVII "MA 4 GARAGE UNIT - ROOF FRAMING PLAN SCALE: 1/8" = uum1'-0" ul um 49'-3" 12'-7" .1 12'-0" 16 12'-0" L. 12'-7"' 11 (1) cn co co n M co co M M n M n C4 04 C4 was 6 66 0 6 Vl 5'-1 w 51-11 5'-11 51-111, 51-111, 4 GARAGE UNIT - FOUNDATION PLAN 0 0 NOTE: ALL GRADE BEAMS SHALL RECEIVE ONE BEAM TENDON AT THE BOTTOM OF THE GRADE BEAM. REFER TO SECTIONS FOR ADDITIONAL INFORMATION. SCHEDULE -TENDON LABEL QUANTITY LENGTH ELONGATION S-23 9 23' 15181, B-23 5 23' 15/81' S-51 5 51' 3 13/16" -78--51 3 51, t C? S-51 B-51 ca ROOF FRAMING PLAN NOTES: 1. REFER TO SHEETS S1 .1 AND S1,2 FOR STRUCTURAL NOTES AND SCHEDULES. 2. REFER TO SHEET S4.1 TYPICAL ROOF FRAMING DETAILS. 3ALL HORIZONTAL FRAMING LUMBER SHALL BEKILN-DRIED#2 SOUTHERN X. UNLESS NOTED OTHERWISE, ALL OTHER LUMBER SPECIES AND GRADES MUST BE APPROVED IN WRITING BY THE ENGINEER OF RECORD. 5. EXTERIOR WALL SHEATHING SHALL BE 15/32"APA RATED SHEATHING, UNLESS NOTED OTHERWISE. 6INDICATES ASSUMED LOAD BEARING WALLS BELOW THIS LEVEL. ALL EXTERIOR WALLS SHALL BE LOAD BEARING. ALL LOAD BEARING WALLS SHALL BE FRAMED WITH 2x4 STUDS AT 16"O.C. 7.------- INDICATES SHEAR WALL BELOW THIS LEVEL. REF. 7/S12 FOR SHE R __� ALLSCHEDULE. FOUNDATION PLAN NOTES: 1. REFER TO SHEETS S1.1 AND S1,2 FOR STRUCTURAL NOTES AND SCHEDULES. 2. REFER TO SHEET S3.1 TYPICAL FOUNDATION DETAILS. 1 T/CONC. =TOP OF CONCRETE ELEVATION, T/CONC, = 100'-0", UNLESS NOTED OTHERWISE. REFER TO CIVILISITE PLAN FOR RELATIVE DATUM ELEVATION. 4. COORDINATE FLOOR DEPRESSIONS, DROPS, SLOPES AND DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 5. CONCRETE SLAB SHALL BE 4" THICK, UNLESS NOTED OTHERWISE, ALL GRADE BEAMS SHALL BE 12" WIDE x 24" DEEP, UNLESS NOTED OTHERWISE. 6, ALL SLAB TENDONS SHALL BE PLACED AT MID -SLAB, UNLESS NOTED OTHERWISE. TENDON PLAN NOTES: 1. REFER TO SHEETS S1.1 AND S1,2 FOR STRUCTURAL NOTES AND SCHEDULES. 2. REFER TO SHEET S3.1 FOR TYPICAL FOUNDATION DETAILS, 3, TENDON LEGEND: =TENDON LIVE END (STRESSING END) = TENDON DEAD END (NON -STRESSING END) WAS AUTHORIZED BY R. TRENT PERKINS, P.E. 84264 S,TRUCTURAL, PLLC rexas E"11�-iweling 1-4111 F 101 IS9 P,O, Box 1509 Rockw;df.'rexas 1�08 7 Pholle RI'P-#: �4066 THIS DOCUMENT IS THE RENDERING OF A PROFESSIONAL SERVICE, THE ESSENCE OF WHICH IS THE PROVIDING OF ADVICE, JUDGEMENT, OPINION, OR SIMILAR PROFESSIONAL SKILL, 0 if I 0 • or <c Job No: 24036 Date: 2024.11 . 13 Revision: Sheet Title: FOUNDATION FRAMING PLAN"i -5rawn By: RTP Sheet Number: �IkEF, 3/S3,1 AT ALL EXTERIOR CORNERS, TYPICAL ONO 'I . I LWAN 1 13 ON 5 GARAGE 02�UNIT - ROOF FRAMING PLAIN I'll H1111H 1111111HI SCALE. 1/8" = 1'-0" NOTE: 61'-3" ALL GRADE BEAMS SHALL RECEIVE ONE 12'-71" BEAM TENDON AT THE BOTTOM OF THE 2 12'-0" 12'-0" -------------------- 12'-0" 12".71" GRADE BEAM. REFER TO SECTIONS FOR ADDITIONAL INFORMATION. `-11" -11 T- 1 V` 61 _w I 5 (?GARAGE UNIT - FOUNDATION P1 AN 01 SICALI1 E: 114' 1 B-63 S-63 S-63 S-63 B-63 S-63 MR il. C> TENDON SCHEDULE LABEL QUANTITY LENGTH I ELONGATION' S-23 11 23" 1 B-23 6 23' 1 ------ - --- S-63 6 63' 4 3/4" 2-63 3 63' 4 3/4" ROOF FRAMING PLAN NOTES: 1. REFER TO SHEETS S1 1 AND S1 .2 FOR STRUCTURAL NOTES AND SCHEDULES. Z REFER TO SHEET S4,1 TYPICAL ROOF FRAMING DETAILS, 3. ALL HORIZONTAL FRAMING LUMBER SHALL BE KILN -DRIED #2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. ALL OTHER LUMBER SPECIES AND GRADES MOST BE APPROVED IN WRITING BY THE ENGINEER OF RECORD. 4. ALL ROOF TRUSSES SHALL BE SPACED AT 24" ON CENTER, UNLESS NOTED OTHERWISE, PROVIDE TRUSS BRIDGING IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, COORDINATE HEIGHTAND CONFIGURATIONS WITH ARCHITECTURAL DRAWINGS, 5. EXTERIOR WALL SHEATHING SHALL BE 15/32"APA RATED SHEATHING, UNLESS NOTED OTHERWISE. 6===== INDICATES ASSUMED LOAD BEARING WALLS BELOW THIS LEVEL ALL EXTERIOR WALLS SHALL BE LOAD BEARING. ALL LOAD BEARING WALL11. SHALL BE FRAMED WITH 2x4 STUDS AT 16"O.C. 7- INDICATES SHEAR WALL BELOW THIS LEVEL. REF. 7/Sl 2 FOR SHEARWALL SCHEDULE. I I I W N N -so I. REFER TO SHEETS SIA AND S1,2 FOR STRUCTURAL NOTES AND SCHEDULES. 2. REFER TO SHEET S3.1 TYPICAL FOUNDATION DETAILS, 1 T/CONC. = TOP OF CONCRETE ELEVATION, T/CONC. = 100'4% UNLESS NOTED OTHERWISE, REFER TO CIVIL/SITE PLAN FOR RELATIVE DATUM ELEVATION, 4, COORDINATE FLOOR DEPRESSIONS, DROPS, SLOPES AND DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 5, CONCRETE SLAB SHALL BE 4"" THICK, UNLESS NOTED OTHERWISE. ALL GRADE BEAMS SHALL BE 12" WIDE x 24" DEEP, UNLESS NOTED OTHERWISE, 6ALL SLAB TENDONS SHALL BE PLACED AT MID -SLAB, UNLESS NOTED OTHERWISE. TENDON PLAN NOTES: 1. REFER TO SHEETS S1 .1 AND S1,2 FOR STRUCTURAL NOTES AND SCHEDULES. 2. REFER TO SHEET S3.1 FOR TYPICAL FOUNDATION DETAILS, =TENDON LIVE END (STRESSING END) = TENDON DEAD END (NON -STRESSING END) S- =SLAB TENDO B- =BEAM TEND] S STRUCTURAL, PLLC exas 1,11pillooling hill) 1; 1 ()1, P,O, Box 1,500 Rockwall.Tzxas 7508 P110110,)14,20 3,2501 RTP#: )-100,6 THIS DOCUMENT IS THE RENDERING OF A PROFESSIONAL SERVICE, THE ESSENCE OF WHICH IS THE PROVIDING OF ADVICE, JUDGEMENT, OPINION, OR SIMILAR PROFESSIONAL SKILL. 4j 0 0 0 CSt To-bNO: 24036 Date: 2024.11 � 13 Revision: Sheet Title: L T #11 Drawn By: RTP Sheet Number: S2.2 REF, 3/S3.1 AT ALL EXTERIOR CORNERS, TYPICAL UNO I IN (!0 2 7 GARAGE UNIT - ROOF FRAMING PLAN SCALE: 1/8" = V-0" 85'-3" 12$-0" 12'-0" 12'-0" 12'-0" 12'-0" NOTE: ALL GRADE BEAMS SHALL RECEIVE ONE 12'-71" 2 BEAM TENDON AT THE BOTTOM OF THE GRADE BEAM. REFER TO SECTIONS FOR ADDITIONAL INFORMATION. _13787 S-87 S-87 6 S-87 B-87 S-87 S-87 S-87 S-87 B-87 -C , 51.1 1'k 5°-11" T-11"' 51-111, 51-111, 51-1 1." 6_1 1 51-111, 51-111, 611'4' 61`-0w` 6"4' 6'-0" 6"4' 1-,- 7 GARAGE UNIT - FOUNDATION PLAN 01 TENDON SCHEDULE LABEL QUANTITY LENGTH ELONGATIOV 8-23 15 23' 15/81, 1 B-23 8 23' 1 5/8` S-87 7 87' 6 5/8" B-87 3 87' 6 5/8" ROOF FRAMING PLAN NOTES: 1. REFER TO SHEETS S1 1 AND S1 .2 FOR STRUCTURAL NOTES AND SCHEDULES. 2. REFER TO SHEET S4,1 TYPICAL ROOF FRAMING DETAILS. C ALL HORIZONTAL FRAMING LUMBER SHALL BEKILN-DRIED#2 SOUTHERN PINt, UNLESS NOTED OTHERWISE. ALL OTHER LUMBER SPECIES AND GRADES MUST BE APPROVED IN WRITING BY THE ENGINEER OF RECORD. �IIIIXXI "TIREMAIMMIA'An 5. EXTERIOR WALL SHEATHING SHALL BE 15/32" APA RATED SHEATHING, UNLESS NOTED OTHERWISE. 6. ==== INDICATES ASSUMED LOAD BEARING WALLS BELOW THIS LEVEL. ALL EXTERIOR WALLS SHALL BE LOAD BEARING. ALL LOAD BEARING WALLS SHALL BE FRAMED WITH 2x4 STUDS AT 16"O.C. 7. INDICATES SHEAR WALL BELOW THIS LEVEL. REF. 7/S12 FOR SHEARWALL SCHEDULE. 1 r F FOUNDATION PLAN NOTES: 1. REFER TO SHEETS S1,1 AND S1,2 FOR STRUCTURAL NOTES AND SCHEDULES. TOP OF CONCRETE ELEVATION, T/CONC. = 100'-0", UNLESS NOTED OTHERWISE, REFER TO CIVIL/SITE PLAN FOR RELATIVE DATUM ELEVATION. 4, COORDINATE FLOOR DEPRESSIONS, DROPS, SLOPES AND DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 5, CONCRETE SLAB SHALL BE 4" THICK, UNLESS NOTED OTHERWISE. ALL GRADO BEAMS SHALL BE 12" WIDE x 24" DEEP, UNLESS NOTED OTHERWISE. 6ALL SLAB TENDONS SHALL BE PLACED AT MID -SLAB, UNLESS NOTED OTHERWISE. TENDON PLAN NOTES: 1. REFER TO SHEETS S1 .1 AND S1,2 FOR STRUCTURAL NOTES AND SCHEDULES. 2. REFER TO SHEET S3.1 FOR TYPICAL FOUNDATION DETAILS, 3, TENDON LEGEND: =TENDON LIVE END (STRESSING END) = TENDON DEAD END (NON -STRESSING END) I ,STRUCTURAL. PLLC 101�() V0, Box I Sok) Rockwall.'Fexas 'hOS Plione R'I'P#: ' 1066 THIS DOCUMENT IS THE RENDERING OF A PROFESSIONAL SERVICE, THE ESSENCE OF WHICH IS THE PROVIDING OF ADVICE, JUDGEMENT, OPINION, OR SIMILAR PROFESSIONAL SKILL. 4j M 1= 00 M Ln tr Ln Cif a) Job No: 24036 Date: 2024.11 . 13 Revision: Sheet Title: FOUNDATION FRAMING PLAN"i Drawn By: RTP Sheet Number: S2.3 r a �"lili 1 1 l r 1"-71" am i 'PICAL ROOF TRUSSE ..2-2xl2 -2x12 ¢-. .. 9--2x12 a 2-2x12 2-2x12 (?0 9 GARAGE UNIT" - ROOF F AMING PLAN SCALE. 1 /8" = 1 -0" 103"a3" 12t 0}} r 12}-0" 12"-0" 12"-0" 12"-0}" k �.. NI%II IIMI �I�MI ICI IAlll �� 'I IMtlw ■�I ,1111 ` � u 6 53.1 53.1 2-2xi 2 -2x12 _. .__-- 12"-0" a ------------------------ i cv ev c»,t cv cv cv ev cv cv ev cv cv cv c� cv c„ cv ry cv } pp fryry pp 6ry/y ��yy}q� pp pp}}� pp Fhh �y�rr }}++�� pp qqFyy pp 1h}� ��ryy�} pp try/q pp i�� pp6�� pp^^yy p� 6ryry yyt� r� irypy f� tryry �xy�y ca (Ak Vd C6 U) W ca OF W 1.F.t co VI (0 ca U) (1) M Vd (1) co 5"-11 " 5"_ 11 t} 5"-11 " � 5"-11 " 5'-11 " 6"-0}" C1 M A NOTE: ALL GRADE SEAMS SHALL RECEIVE ONE SEAM TENDON AT THE BOTTOM OF THE GRADE SEAM, REFER TO SECTIONS FOR ADDITIONAL INFORMATION. �cvry/y �c�vryry �rpyvy^y �rppvyy pclyp9 "v �cvryry /� ppyy pCpy?+y Yd W M W V{ 00 Vd (0 VJ 5 53.1 6"-0" 6t_0" 6F_0}" _0} 6}F 6}_0FF 6}_0}F 6}-0}" _0} 6tF 1.1_Ll11 GARAGE UNIT FOUNDATION PLAN 01 (? 1 DON SCHEDULE LABEL QUANTITY I LENGTH I ELONGATION S-23 10 23} 15/81' B-23 10 23} 15181` 5-111 8 111' 8 1 /2" B-111 3 111' 8 1 /2" ROOF FRAMING PLAN NOTES: 1. REFERTO SHEETS S1.1 AND S1.2 FOR STRUCTURAL NOTES AND SCHEDULES. . REFER TO SHEET 54.1 TYPICAL ROOF FRAMING DETAIL-S. 3. ALL HORIZONTAL FRAMING LUMBER SHALL BE KILN -DRIED #2 SOUTHERN FINE, UNLESS NOTED OTHERWISE, ALL OTHER LIMBER SPECIES AND GRADES MUST BE APPROVED IN WRITING BY THE ENGINEER OF RECORD. 4. ALL ROOF TRUSSES SHALL BE SPACED AT 4" ON CENTER, UNLESS NOTED OTHERWISE, PROVIDE TRUSS BRIDGING IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, COORDINATE HEIGHT AND CONFIGURATIONS WITH ARCHITECTURAL DRAWINGS. 5. EXTERIOR WALL SHEATHING SHALL BE 15/32" APA RATED SHEATHING, UNLESS NOTED OTHERWISE. 6. ===== INDICATES ASSUMED LOAD BEARING WALLS BELOW THIS LEVEL. ALL EXTERIOR WALLS SHALL BE LOAD BEARING, ALL LOAD BEARING WALLS SHALL BE FRAMED WITH 2x4 STUDS AT 16" O,C. 7. INDICATES SHEAR WALL BELOW THIS LEVEL. REF. 71S1.2 FOR SHEARWALL SCHEDULE. FOUNDATION PLAN NOTES: 1. REFER TO SHEETS 51.1 AND 51.2 FOR STRUCTURAL NOTES AND SCHEDULES. 2. REFER TO SHEET S3.1 TYPICAL FOUNDATION DETAILS. 3. T/CONC. = TOP OF CONCRETE ELEVATION. T/CONC. = 100%0", UNLESS NOTED OTHERWISE. REFER TO CIVIL/SITE PLAN FOR RELATIVE DATUM ELEVATION. 4. COORDINATE FLOOR DEPRESSIONS, DROPS, SLOPES AND DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 5. CONCRETE SLAB SHALL BE 4" THICK, UNLESS NOTED OTHERWISE, ALL GRADE BEAMS SHALL BE 12" WIDE x 24" DEEP, UNLESS NOTED OTHERWISE. 6. ALL SLAB TENDONS SHALL BE PLACED AT MID -SLAB, UNLESS NOTED OTHERWISE. 7. INDICATES DESIGNATED LOAD BEARING WALLS ABOVE THIS LEVEL. ALL EXTERIOR WALLS WALLS SHALL BE LOAD BEARING. ENDON PLAN NOTES: 1. REFER TO SHEETS 51.1 AND 51.2 FOR STRUCTURAL NOTES AND SCHEDULES. 2. REFER TO SHEET 53.1 FOR TYPICAL FOUNDATION DETAILS. 3, TENDON LEGEND: -� = TENDON LIVE END (STRESSING END) TENDON DEAD END (NON -STRESSING END) S- _ SLAB TENDON B- = BEAM TENDON 0 WAS AUTHORIZED R. TRENT PERKINS, P.E. 84264 0 if #0 • or T Job No: 24036 Date: 2024.11.1 Revision: Sheet STRUCTURAL. FOUNDATION.. FRAMING PLANS Drawn By:IA Number: THIS DOCUMENT IS THE RENDERING OF A 4""k2w4 YROFESSIONAL SERVICE, THE ESSENCE OF WHICH IS THE PROVIDING OF ADVICE, OPINION, OR + PROFESSIONAL 4-; WIRE TIE CHAIRS SHALL BE INSTALLED CORROSION PLASTIC SHEATHING V-0" 14- 6 POST -TENSION V) AT EACH TENDON INTERSECTION PROTECTED ANCHOR FLUSH AT ANCHOR y p SLAB TENDON TENDON AND AT MID -POINTS BETWEEN TYPICAL FORM BOARD TENDON SLAB BLOCKOUT (P 3'-0" X T-0" SHEET OF 0 0 0) 112" OR MOREi- 6x6-W2 9xW2 9 WELDED C14 -Nil REF ARCH'L (U Oi CHAIR WIRE FABRIC AT ALL Lf) EXTERIOR CORNERS - AT MID DEPTH OF SLAB - ----------- EDGE OF CONCRETE r- 2-#4 CONT BEHIND -GRADE SLAB -ON ANCHORS - V 0 TYPICAL 244 x 5'-0" - 0) CHAIR TYPICAL CHAIRING 15" M IN� NAIL 2" FROM TOP OF 01� BEAM OR SUFFICIENT CHAIRING MUST BE CONCRETE TENDON INSTALLED TO PREVENT TENDONS POCKET FORMER FROM DRAPING INTO GRADE STRESSING END NOTE � COORDINATE SIZE AND REF 4"S9.1 FOR TYPICAL L LIVE END LOCATION OF SLAB BLOCKOUTS CORNER BARS AND PENETRATIONS WITH ARCH'L BEGINING OF POINT AND MECH'L PLANS AND DETAILS 1 -#4 x AS SHOWN AT EACH SIDE OF OF HORIZONTAL PLASTIC SHEATHING 0" 6 OPENING CURVATURE "'NIMUO' Y P TENDON TYPICAL: �0: z NAIL 40 4V V -- ---------- - 244 CONT BEHIND CORROSION PROTECTED ANCHORS- (n PO ST-T EN S 10 N ------ ANCHOR TYPICAL ir- I `\ /o—\ SLAB TENDON 2"TYP. CORROSION PROTECTED LU POCKET FORMER ANCHOR SLAB PENETRATION ANCHOR # Sp # M IN IL-- -- -- -- -- CONCRETE MUST BE PLAN WELL CONSOLIDATED MUST BE FIRM ("0 OR GREATER) - BOARD AROUNDANCHORS MMN AGAINST FORM FORM BOARD REF. ARCH'L 144 x AS SHOW N FORM BOARD AT EACH SIDOF TYPICAL POST -TENSION TYPICAL SLAB CORNER TYPICAL RE-ENTRANT SLAB OPENING -AT MID TE SLAB PENETRATION DETAIL DEPTH OF SLAB REINFORCING DETAIL CORNER REINFORCING DETAIL NDO NAIL 02 NO SCALE NO SCALE NO SCALE 03 04 NO SHEATHING--. 1 1,,2" F 0 R 6 " N4AX CLR CORNERANCHORAGE ASSEMBLY SCHEMATIC PRE -ASSEMBLED END DEAD END TYPICAL TEN ON DETAILS 01 NO SCALE W z WL0 LLj 0 (0 a2 X ARCH'L FINISH 2x STUD WALL REF ARCH'L EXTERIOR WALL SHEATHING Uj 1,_v *4CONTINUOUS 2xCONT SILL PLATE W,' #4 CONTINUOUS < #4 CONTINUOUS 2x STUD WALL HORIZ BARS AT 2x STUD WALL ANCHOR BOLTS, WASHERS HORIZ BARS AT HORIZ BARS AT AND NUTS - REF 12" 0 C 12" 0 C W 12" 0 CN. STRUCTURAL NOTES UL 2y CONT. SILL PLATE W; _A, 2x STUD WALL 2x CONT SILL PLATE Wi' ANCHOR BOLTS, WASHERS BEYOND *4 VERTICAL #4 VERTICAL ANCHOR BOLTS, WASHERS #4 VERTICAL AND NUTS - REF POST -TENSION < ARCH'L FINISH AT 12" 0 C C AT 12" O.cAND NUTS -REF AT 12" 0� STRUCTURAL NOTES SLAB ON GRADE - SLAB TENDON STRUCTURAL NOTES SITE PAVING - C) REF. ARCH'L REF PLAN SLAB ON GRADE - r U) W cIf REF PLAN POST -TENSION LU < z SLAB ON GRADE - x SLAB ON GRADE u- SLAB TENDON < SLAB ON GRADE - REF PLAN < Uj < U.1 CL REFPLAN > REF PLAN U_ C) -WOO a LCC U Ct T,1CONC EL. - T�CONC. EL. - TiCONC EL T �CONC EL. - < c� 77- ff L ------ RE I TiCONC EL ----------- b, F PLAN REF PLAN U. I 1 11 4 REF PLAN AN REF PLAN z REF PLAN z < < -.pop M Iciffl--M v=, f ----------- z z Uj LL U_ U_ ME LU CL LU flu cl� W Uj POST -TENSION I- -zil 4 i_ 4 4 4 ry POST TENSION SLAB TENDON -_4 POST -TENSION SLAB TENDON ULI 2'-0" 0 Or z U. SLAB TENDON #4 DOWEL AT 24' 0 C W! 144 CONT REF REF. REF. W REF ON POST-TENSI PLAN POST -TENSION PLAN POST -TENSION PLAN a, PLAN CL BEAM TENDON REF POST -TENSION BEAM TENDON BEAM TENDON POST -TENSION PLAN 'If #, BEAM TENDON NOTE BEAM TENDON NOT E. . 91S3 I AT BU ILDING DROPS Z LJJ CID 05 SECTION SECTION SECTION SECTION SECTION SCALE� 1�2`�V-0" 06 SCALE� 1�2`�V-0" 07 SCALE 1�2`�V-0" 08 SCALE 1�2`�V-0" 09 SCALEV2"=V-0` Job No: 24036 ARCH'L FINISH - EXTERIOR WALL SHEATHING #4 CONTINUOUS 2x STUD WALL HORIZ BARS AT 12" O.0 2x CONT. SILL PLATE W,' ANCHOR BOLTS, WASHERS #4 VERTICAL AND NUTS - REF AT 12" O.C. STRUCTURAL NOTES U T SLAB ON GRADE - REF PLAN L Date: 2024.11.13 LU < ry Revision: Uj > TICONC EL - REF PLAN Uj POST -TENSION SLABTENDON 7�71 Sheet Title: OF REF POST -TENSION PLAN STRUCTURAL, PLLC FOUNDATION BEAM TENDON CO *..: ....... ...... . DETAILS R,TR TP .1 ...... R0, Box 1 S99 84264 t4u RockwaILTexas /-,(81 giz Drawn By: RTP Sheet Number: 11/1,3 THIS DOCUMENT IS THE RENDERING OF A SECTION PROFESSIONAL SERVICE, THE ESSENCE OF SEAL APPEARING WHICH IS THE PROVIDING OF ADVICE, 10 SCALE 1,,2"=1'-0" ON THIS DOCUMENT JUDGEMENT, OPINION, OR SIMILAR S3v1 WAS AUTHORIZED BY PROFESSIONAL SKILL, R. TRENT PERKINS, P.E. 84264 KUk�r I Ku REF PLAN ROOF SHE SIMPSON AT EACH 7 ARCH'L FII` EXTERIOR SHEATHIN, rmIIIF*� I I ji` I 1 1 CEILING - REF ARCH'L GYPSUM BOARD WALL STUD WALL - REF PLAN 2x HEADER AS REQUIRED SIMPSON H2!)/ EACH OUTRIG( 2Y4 OUTRIGGE AT 2'-Cl" 0 C EXTERIOR WAL SHEATHING ARCH'L FINISH 2x BLOCKING AS REQUIRED ROOF SHEATHING 2-16d NAILS AT EACH OUTRIGGER WOOD TRUSSES - REF, PLAN AT SHEARWALL SIMPSON A21 TIES AT 48" OC, TRUSS MANUFACTURER TO DESIGN TRUSS FOR AN IN -LINE DRAG FORCE OF 100 PLF ALONG THE ENTIRE LENGTH OF THE TRUSS 2x4 CONTINUOUS NAILER CEILING - REF ARCH'L GYPSUM BOARD WALL — --------- CRIPPLE STUDS AT 16" O.0 CRIPPLE STUDS AT 16" OC HEADER - REF PLAN —HEADER - REF PLAN FULL HEIGHT STUDS- _ OPENING < 6'-0' - ' OPENING > W-O" REF. HEADER SCHEDULE DOUBLE TRIMMER FULL HEIGHT STUDS - STUDS EACH SIDE REF HEADER SCHEDULE ROUGH SILL SINGLE TRIMMER STUD EACH SIDE CRIPPLE STUDS AT 16" OC ROOF TRUE REF PLAN 16d NAILS AT 12" O.C. 2x6 BLOCKII AT 24"O.C. CEILING - REF ARCH`! GYPSUM BC WALL STUD WALL REF PLAN ROOF SHEATHINk- ROOF SHEATHING TRUSS MANUFACTURER TO DESIGN TRUSS FOR AN IN -LINE DRAG FORCE OF 150 PLF ALONG THE ENTIRE ROOF TRUSS - LENGTH OF THE TRUSS REF PLAN 2-12d NAILS AT 4-1()d NAILS - TYPICAL EACH TRUSS SIMPSON H2 55A 2-16d NAILS - TYPICAL AT 4'-0" O.C. 2x8 CONTINUOUS - CENTERED ON WALL 1015W, UNW-040 Wok�M Z51MH!.�UN HZ.;)AA EACH OUTRIGGEF 2X4 OUTRIGGER AT 2'-0" O,C uu[NINtul INUZD" 12d NAILS AT 8" TOP & BOTTOM 2x BLOCKING AS REQUIRED WOOD TRUSSES - REF. PLAN CEILING - REF, ARCH'L TYPICAL OPENING FRAMING AT 2x STUD WALL - OPENING > 6*-0" TYPICAL ROOF DETAIL 06 NO SCALE 07 NO SCALE 2-2x4 PURLIN C AS REO'D TO R RAFTER SPAN 2xrj ROOF RAF AT 24" 0 C SINlPSON H2 5/ AT 2'-0" 0 C PONY WALL W! 2x4 AT 24" EXTERIOR WAL SHEATHING 2x4 CONT PLA' W!16d NAILS A' 24" 0 C 2-16d NAILS TYPICAL 2x4 BLOCKING AT 24" O.0 2x WALL - REF PLAN Az 21-16d NAILS AT EACH UPRIGHT 2x6 BRACE SIN4PSON ST12 STRAP AT SPLICE REQUIRED 2x8 RIDGE BEANA - REF PLAN -2X4KIIN COLLAR TIES AT 4'-0" 0 (_1 2x4 BRACE AT 4'-CT' 0 C MAX. 2x4 CONT PLATE W,' 16d NAILS AT 24" 0 C. ROOF SHEATHING ROOF TRUSSES - REF PLAN CEILING - REF. ARCH'L 4-; 00 a) cl� Ln r� r*- 0 0) n- __j Q) Lu ME Job No: 24036 Date: 20241113 Revision: