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HomeMy WebLinkAbout04020155 Building Plans0 11 POINT OF BEGINNING I II N.W. COR OF If -IF S.F._ O!i;. I I NGPIi+ l.itiv O 117E S.F. 01R., SL CLION 2, +. I "r N., R. 3 F ,, , i1 1 FiAWI.TON COUNTY, INS ANA ,`...., ._ .... hr .... ..... ... __ . ..... _ __. _. .. ... .......... : _ .. 8" TSV ® Box p o- l� �...... ,..._(, QTY, INDIANA008701 ....... �_... 1, .... I• ........... _... _.... _ �1 I' �... �� 40' 1�1111TH STREET 28.50' R IL I nt HAMILTON COUNTY BOARD OF COMMISSIONERS INSTR. #9436794 - -- N.E. COR. OF THE WEST HALF OF THE N.W. 01R. OF THE S.E. QTR., SECTION 2, 1. 17 N., R. 3 E.., HAMILTON COUNTY, INDIANA APPROXIMATE LOCATION RAILROAD SPIKE FOUND 1OF INLET OF 36" RCP 2* DOWN 1.` CMPpt`!. F 838.2. _.. _ .. _ ....... _ _ . _... _ .. . // Tz:_ f� _......__..__. _....._................_ PT. CHARTER ARBOR INDY BEHAVIORAL HEALTH SYSTEM, INC. INSTR. #9450130 DISCLAM R FOR THE U OF DIGITAL FLES THE INFORMATION CONTAINED WITHIN THIS DISK, OR ELECTRONIC MAIL IS AS IT APPEARS ON THE SCHNEIDER . • .. CORPORATION'S ELECTRONIC FILES. By accepting delivery of this Digital File, the receiver agrees to indemnify and hold harmless The Schneider Corporation, their clients, officers, agents, and employees from and against any damages, including but not limited to reasonable attorney's fees, resulting from the use, distribution, change, or modification of the information contained within without the express written __....... permission from The Schneider Corporation. s° CMP INV. '- 842..2 The receiver further understands that the information that may be included within is subject to periodic revisions by The Schneider Corporation or the HOLEY MOLEY SAYS "DONT DIG BLIND91 Client and therefore the information contained within is not warranted in any FIT'S THE LAW" way. CALL 2 WORKING DAYS BEFORE YOU DIG 1. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S . RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH` UTILITY: WORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 2. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL SHAH APPLY FOR ALL SANITARY SEWERS AND STORM. SEWERS. 3, ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 4, THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR To` ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 5. WATER SERVICE LINE TO THE BUILDING SHALL HAVE A SHUTOFF VALVE IN AN ACCESSIBLE LOCATION OUTSIDE OF THE BUILDING. 6. CONTRACTOR TO CONTACT INDIANA GAS COMPANY FOR GAS CONNECTION TO MAID!. MAIN CONNECTION L OCATIONAS TO BE COORDINATED WITH GAS COMPANY (773-0430). 7. WATER METER PIT LOCATION TO BE DETERMINED BY LOCAL WAIF COMPANY. 8. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. TRUSTEE'S OF PLEASANT GROVE METHODIST CHURCH D..B. 184, PAGE 182 F►RE DEPARSM��� GARMEPLAN REVIEW 5114, Raeivef,. St. Peru"* Rev*wed �y I 1-800-382-5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69-1991. IT IS THE LAW TO EXCAVATE ASSUMED NORTH W THOUTAINST 01IF NG THE UNDERGROUND LOCATISERVICE TWO ( SCALE. 1 40 DAYS BEFORE COMMENC NG WORKING Existing Storm Sewer -.-----a-• Existing Sanitary Sewer New Sanitary Sewer (Laterals are shown for reference only) ° C.O. Sanitary Sewer clean-out —+-- — . New Storm Sewer ------------- 4" Sub -Surface Drain — — — — — Utility & Drainage Esmt. -L Building Setback Line Existing Fire Hydrant Existing Water Valve ►. New Water Valve w w - New Water Main - -'- Existing Water Main G New Gas Main Existing Gas Main E New Electric Line - 01- Existing Overhead Line T New Telephone Line ----___-_ 1.......-.-----....__.._. Existing Telephone Line 0 Existing Utility Pole Existing Trees Util Cable Television Gas Jones Intercable, Inc. indiano Gas 516 East Carmel Drive 15900rtvRood Carmel, Indiana 46032 Noblesville, Indiana 46060 (317)844-8877 (317)773-0430 Electric WaterPublic Service Indiana Indanapogs water Company P.O. Box 312 1220 W0tenroy Boukvord Noblesville, Indiana 46060 b 4110a0pok kododa 46202 (317)773-1980 (317)639-1501 ext.222 Sanitary Sewer Telephone Clay Township Regional Waste District Ameritech 10755 North College Avenue 220 Nortin Maidw Street Carmel, Indiana 46032 Indanapdis, k dura 46204 (317) 844-9200 265-4878 or 1-800-382-5544 Storm Sewer Cable Tdehsion City of Carmel Jones Intercable, Inc. City Hall, 1 Civic Square 516 East Cormel Drfve Carmel, Indiana 46032 Carmel, Indana 46032 (317) 571-2441 (317)844-8877 Streets City of Carmel City Hall, 1 Civic Square Camel, Indiana 46032 (317) 571-2441 Utility Hotlirw wilft Indiana 1-800-382-5544 outside Indiana 1-800-428-52x0. Note The nature, sae and location of utilities ore per plans and locations provided by the respective utility companies. The above list constitutes some, if not all, of the utility companies which may provide service io the area of, and adjacent to, the subject project, based upon the information available through such pians and locations, and any incidental visual inspection. AN utility companies should be notified prior to any excavation for field location of services and verification of sue and nage of services. k___1 DATE: l/ /17 A 0- THIS DRAWING AND THE EAS. DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND 'ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2003 f4lbI Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 www, schneidercorp. conn Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DRAWING FILES: S:\717\004\DWGS\CIVIL\C103 XREF: S. \717\004\dwgs\Civil\004bs.dwg XREF: S. \717\004\dwgs\Civil\717004c.dwg XREF: S. \717\004\dwgs\Civa\Tltle1.dwg SHEET NO.: A E - O z � 0_4 LO co w H W � Z I� DRAWING FILES: S:\717\004\DWGS\CIVIL\C103 XREF: S. \717\004\dwgs\Civil\004bs.dwg XREF: S. \717\004\dwgs\Civil\717004c.dwg XREF: S. \717\004\dwgs\Civa\Tltle1.dwg SHEET NO.: �. >, I I I ' I IMfNSI N cn CK I i I I I I I , 3 10'-0' 10'-0' 10'-0' 10'-0' 10'-0' 10'-0' SEE GEN. SEE GEN. SEE GEN. SEE GEN, SEE GEN. SEE GEN. SEE GEN. SEE GEN. SEE GEN. D N❑TESi <RESERVED> I 2. <RESERVED> 3. MINUTE MAN ANCHOR AND MINUTE MAN 1 1/4' STRAP. STRAP TO BE TIGHTENED PER MANUFACTURERS I SPECIFICATIONS. CVJOHNSTON &ASSOCIATES _.. _ ..._... EW INVEERIWa SERVICES 134 Sprague Drive 6.E_, Nebron, Ohio 4302✓ Volce: 740=928-2.547 Fax: 74,E-929-1168 - - Elftj cvJ'vinflflat_com URL: htt1v:1Auww.cvj.com ALL PIERS MUST BE 2' DIA X .3 DEEP 150# CUFT CONCRETE O N1371CALE FOUNDATION PLAN -i- STANDARD DRAWN BY. JDA �q APPRV. BY, SCHOOLS/OFFICES a S'TRUCTUR& DATA 3 73 20 98 D.. FILE NUMB R NEW CASTLEWOULAR. SPECIALTIES ANO BRING N REVREV 432 N. MEMORIAL DR. NEW CASTLE, INDIANA 47362 (765)521-0788 �E+4FOJ 00 NOTE 6 N13TE 6 NOTIE 6 NOTE 6 NOTE 6 NOTE 6 NOTE 6 NOTE 6 NOTE 6 FOUNDATION DIMENSIONS BUILDING FOUNDATION PLAN O VERAEL(DIAGONALLNDIM) MODEL LENGTHS A=23'-8' C=27'-8' GENERAL NOTESt 36'-0' 43'-1' 45'-4 7/8' 1. CONTRACTOR AND/OR - BUILDER TO DESIGN FOUNDATION TO FIT DIMENSIONS 'INDICATED 38'-0' 44'-9 3/16' 47.-0' AND MEET APPLICABLE SPECIFICATIONS AS IN DRAWING SET, 40'-0' 46'-5 3/4' 48'-7 5/8' 2. LOCAL CODE REQUIREMENTS SHALL PREVAIL. 42'-0' 48'-2 1/2' 50'-3 1/2' 3. DESIGN OF FOUNDATION WAS BASED ON 3000 P. S, F. SOIL SUPPORT CAPABILITY 44'-0' 49'-11 9/16' 51'-11 3./4' AND MEDIUM TO STIFF CLAY SOILS (WIND UPLIFT IS CRITICAL) OTHER SOILS 46'-0' 51'-8 3/4' 53'-8 1/8' MAY REQUIRE REDESIGN. (CONTACT ENGINEER) 48'-0' 53'-6 3/16' 55'-4 7/8' 4. FOUNDATION BY OWNER/BUILDER INCLUDING FOOTING, DRAINS, VAPOR 72'-0' 75'-9 1/2' 77'-1 5/8' BARRIER, ANCHOR BOLTS, WATERPROOFING, AND BACKFILL. 76'-0' 79'-7 3/16' 80'-10 1/2' 5. SEE 'INDEX' DRAWING FOR DESIGN PARAMETERS. 80'-0' 83'-5 1/8' 84'-7 3/4' 6. PIER QUANTITY VARIES DEPENDING ON LENGTH OF BUILDING, SPACE PIERS 84'-0' 87'-3 1/4' 88'-5 1/4' AT 10' -0' AS SHOWN. FIRST AND LAST PIER DIMENSIONS VARY DEPENDING 88'-0' 91'-1 1/2' 92'-3' ON MODULE SIZE AND THERE FINAL DIMENSION SHALL NOT EXCEED 10'-0' 92'-0' 1 94'-11 15/16'96'-0 7/8' FOR EACH PIER. 96'-0• 1 98'-10 1/2• 1 1 99'-10 7/8' 7. WITH CORROSIVE -RESISTANT PIER LOADS MESH:IDLOUVERS6TOABEAATYOPPOSITEDENDSVOFSBUILDING AND NOTNEARDOMESTIC WATER LINE. VENT OPENINGS SHALL HAVE A NET AREA OF NOT LESS THAN 1 TYPE INTERIOR EXTERIOR CORNERS SQUARE FOOT FOR EACH 150 SQUARE FEET OF FOUNDATION SPACE. 8. PROVIDE PLYWOOD ACCESS PANEL (32 x 16). DO NOT LOCATE ACCESS UNDER DOORS, DOWNWARD DEAD 3780 1890 945 - WINDOWS OR FRONT OF BUILDING. DOWNWARD LIVE 9800 4900 2450 9. THIS FOUNDATION IS DESIGNED FOR USE IN MOST COUNTIES IN INDIANA. SEE UPWARD 1134 2063 1032 NOTE 7 ON THE INDEX FOR EXCEPTIONS. SLIDING 1708 1776 1776 CVJOHNSTON &ASSOCIATES _.. _ ..._... EW INVEERIWa SERVICES 134 Sprague Drive 6.E_, Nebron, Ohio 4302✓ Volce: 740=928-2.547 Fax: 74,E-929-1168 - - Elftj cvJ'vinflflat_com URL: htt1v:1Auww.cvj.com ALL PIERS MUST BE 2' DIA X .3 DEEP 150# CUFT CONCRETE O N1371CALE FOUNDATION PLAN -i- STANDARD DRAWN BY. JDA �q APPRV. BY, SCHOOLS/OFFICES a S'TRUCTUR& DATA 3 73 20 98 D.. FILE NUMB R NEW CASTLEWOULAR. SPECIALTIES ANO BRING N REVREV 432 N. MEMORIAL DR. NEW CASTLE, INDIANA 47362 (765)521-0788 �E+4FOJ 00 CURB SIDE ELEVATION Ex x ROAD SIDE ELEVATION FLOOR DECING,\ !MATE UNE TYP ! i -IITCH SIDE ELEVATION BACK SIDE ELEVATION *DECKING SHIPPED LOOSE PERIMETER F10OR •/6d HAN , 6' O.C., TYP i AND CUT TO FIT AT SITE —_JOIST, TYP � � BY SITE CONTRACTOR OUTRIGGER, TYP PERIMETER FLOOR JOIST, TYP\ -� FLOOR DECKING, TYP •3 6'x4' HEX HEAD BOLT \ NUT. WASHER AND TRANSVERSE FLOOR J015T, LOCK WASHER, 96' O.C. METAL BOLT CLP 12' TO 24' O.C., TYP WELDED TO OUROX;ER, TYP t 0' t W 1 x RAIL RECESSED IN OUTRIGGER FRAME APPLICATION NOTCHED FLOOR JOIST, i TYP 'MATE UNE IBANSVLRSE FLOOR APPLICATION FLOOR DECKING, MATE UNE TYP *DECKING SHIPPED LOOSE /6d NAIL 6' O.0 , TYP i AND CUT TO FIT AT SITE BY SITE CONTRACTOR PE1UME7ER DOUBLE PERIMETER t FLOOR` TYP FLOOR JOIST, TYP ' FLOOR DECKING, TYP WITHx8' HEX HEAD BOLT, i WNUT, WASHER AND � LOCK WASHER, 96' O.C. \CLEMBER. TYP MAIN FRAME BEAMS PERIMETER FRAME APPLICATION SUGGESTED FRAME CONNECTION DETAILS SCALE: 1"=l'—O" BE f OTHERS LONGITUDINAL FLOI ,IOIS7—� 12' TO 24' D.C., TYP i �T—t0 N�yr 10 sjBOTTOM BOARD, TYP i I 'MATE LINE LONGITUDINAL FLOOR APPLICATION SUGGESTED FLOOR CONNECTION DETAILS SCALE: 1 "=1 '-0" loll •METAL SIDING SHIPPED EXTERIOR SIDE LOOSE AND INSTALLED BY •/10x3' ARDOX NAIL SITE CONTRACTOR 12' O.C., TYP STRUCTURAL WALL :MATE LINE :MATE LINE SHEATHING, TYP WOOD OR OTHER STUCTURAL\ OCHAULK, TYPMETAL SIDING HELD SIDING, TYP ' / _ ' "BACK, TYP ��STUD, TYP-� MANUFACTURERS SUGGESTED FASTENING WALL COVERING / TYP •INTERIOR TRIM BATTEN,/ ' SHIPPED LOOSE AND INSTALLED BY SITE CONTRACTOR INTERIOR SIDE SUGGESTED EXTERIOR WALL MATE LINE CONNECTION DETAILS SCALE: 1"=l'—O" COVER FLASH M, WITH SEALAM AS REOURM FOR WEATHER PROTECTION SUGGESTED ROOF CONNECTION DETAIL SCALE: 3/4"=l' -O" r, LC1 o r` m <W O N M �t B h � U b o o Y O I Oix n V x U I N M N ON No. S723 DV -1 DRAW Ily: DFS B. 14 00 BUILDING CODE NOTES 1998 INDIANA BUILDING CODE WITH SUPPLEMENTS/AMENOMEMS 1999 NATIONAL ELECTRICAL CODE WITH INDIANA SUPPLELMDNTS/AMomME m 1999 INDIANA PLUMBING CODE WITH SUPPLEMENTS/AMENDMENTS 1998 INDIANA MECHANICAL CODE WITH SUPPLEMENTS/AMENDMENTS OCCUPANCY GROUP, B or E-1 or £-2 (per table 3-A) CONSTRUCTION TYPE: V -N BUILDING SQUARE FOOTAGE: OCCUPANT LOAD: FLOOR LIVE LOAD - 50 PSF CORRIDOR FLOOR LIVE LOAD - 100 PSF ROOF LIVE LOAD - 30 PSF DEAD LOAD - 10 PSF WIND HORIZONTAL - 80 MPH WAND UP -UFT - 13 PSF SEISMIC: PEAK VELOCRY-RELATED ACCELERATION COEFFICIENT (far) <0.15 REGUARD GENERAL SPECIFICATIONS WHEN DRAWING DETAILS DO Nat COINCIDE WITH EACH OTHER. A MINIMUM FIR SEPARATION DISTANCE OF 20 FEET IS REQUIRED BETWEEN THE BULLONC AND INTERIM LOT LINES, THE CENTER OF A STREET OR PUBLIC AWAY AND AN IMAGMURW LINE BETWEEN TWO BUILDINGS ON THE SAME PROPERTY, (PER TABLE 5µ4 SPRINKLER SYSTEM IF REQUIRED IS TO BE SUPPUED AND INSTAU.EO BY OTHERS AT SITE. THIS BUILDING SHALL NOT BE PERMITTED TO BE AN ADDITION TO ANOTHER BUILDING IF IT WILL DOWNGRADE THE CONSTRUCTION OF OR OTHERWISE JEOPARDIZE THE OTHER BUILDINGS CODE COMPLIANCE AN INTERNATIONAL SYMBOL OF COMPLIANCE SHALL BE ON OUTSIDE OF BULDNG MAIN ENTRANCE. (PROVIDED AND INSTALLED BY OTHERS AT SITE). APROVED LABEL AND DATA PLATE LOCATED ON FRONT OF ELECTRICAL SERVICE PANEL. A SUITABLE PLACARD SHALL BE SECURELY FASTENED TO THE STRUCTURE N A READILY VISIBLE PLACE. STATING THE USE GROUP. LIVE LOADS AND OCCUPANT LOAD. EXTERIOR DOORS SHAD. BE OPENABLE FROM THE MOE WITHOUT A KEY OR ANY SPECIAL KNOWLEDGE ENTRANCES OR EXITS THROUGH WHICH EMPLOY EES, OCCUPANTS. RESIDENTS. PATIENTS OR WHERE MEMBERS OF THE PUBLIC ORDINARILY ENTER AND EXIT THE BURRING, STRUCTURE OR IMPROVED AREA SHALL. BE PROVIDED WITH ACCESSIBLE BUILDING APPROACHES PER SEC. 1003 3.1.6 OF THE INDIANA BUILDING CODE AND UNIFORM BUILDING CODE. ALSO CHAPTER 11 OF THE UBC. (PROVIDED AND INSTALLED BY OVERS AT SITE). ALL DOORS REQUIRED TO BE HANDICAP ACCESSIBLE SWILL SHALLHAVE LEVER HANDLES THAT 00 NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. SUCH HARDWARE SHALL BE NO HIGHER THAN 48' AFF. EACH ACCESSIBLE PARKING SPACE SHALL BE SIGNED WITH A SYMBOL OF COMPLIANCE PER SECTION 1103.2.4. (PROVIDED AND INSTALLED BY OTHERS AT SITE) INTERIM FINISHES MAXIMUM FLAME SPREAD RATING PER SECTION 804. 805 AND TABLE 8-0. RESTROOM(S) WALL MUST BE FINISHED WITH A SMOOTH. WATERPROOF, NONABSORBENT. CLEANABLE MATERIAL A COX PLYWOOD COMPRESSION STRIP. MINIMUM 1/2-x2 1/4- WILL BE ATTACHED AVOVE ALL TOP PLATES AT LOAD BEARING WALLS ONLY. STRIP IS TO PREVENT CEILING MATERIAL FROM BEING BETWEEN LOAD RARING COWIPONENTS. A COX PLYWOOD COMPRESSION STRIP. MINIMUM 1/4'x2- WILL BE ATTACHED BEYOW ALL BOTTOM PLATES AT LOAD BEARING WALLS ONLY. STRIP IS TO PREVENT CARPETING FROM BEING BETWEEN LOAD BEARING COMPONENTS. THE EXTERIOR ENVELOPE SHALL COMPLY WITH THE ENVELOPE REQUIREMENTS OF ASCRAE 90A. 908. DRINKING FACILITIES IF NOT SUPPLIED SHALL BE SUPPLIED AND INSTM I R+ BY TIERS AT SIE REQUIRED PLUMBING FACILITIES, INCLUDING ACCESSIBLE FACILITIES ARE TO BE READILY ACCESSIBLE WITHIN 500 FEET. MOP SINK. IF REQUIRED AND NOT PROVIDED SHALL BE SUPPLED AND INSTALLED BY OTHERS AT SITE. CONTROLS AND OUTLETS MOUNTING HEIGHTS SHALL BE N ACCORDANCE WITH 1992 CABG/ANSI A117.1. ATTIC VENTILATION SHALL BE A MINIMUM OF 1/150 OF THE SQUARE FOOTAGE Of THE SPACE TO BE VENTED. MECHANICAL ATTIC VENTILATION SHALL BE A MINIMUM OF 0.02 CFM PER SQUARE OF THE SPACE TO VENTED. THE MECHANICAL SYSTEM SHALL OPERATE WHEN THE RELATIVE HUMIDITY EXCEEDS 60%. CRAWL SPACE VENTILATION SHALL BE A MINUMUM OF 1/150 OF THE SQUARE FOOTAGE OF THE SPACE TO BE VENTED. (PROVIDED AND INSTALLED BY OTHERS AT WE). CRAWL SPACE ACCESS SHALL BE PROVIDED VIA A MINBMUM OPENING OF 18744, (PROVIDED AND INSTALLED BY OTHERS AT SITE). PER ARTICLE SECTION 250 OF N.E.C. METAL ROOFING MATERIAL AND METAL SIDING SHALL BE BONDED AND GROUNDED TO THE META_ FRAME OF THE UNIT. A GROUNDING ELECTRODE SHALL INSTALLED BY OTHERS AT SITE. EXHAUST FROM EXHAUST FANS SHALL VENT TO THE OUTSIDE VIA AN APPROVED METAL DUCT AND ROOF OR WALL W. VENTILATION SHALL BE PROVIDED VIA MECHANICAL MEANS OR NATURAL VENTILATION FROM DOORS AND OPENABLE WINDOWS; MECHANICAL OUTSIDE AIR VENTILATION SHALL BE PROVIDED VA HVAC UNIT FRESH AIR HANDIER, PROVIDING A MINIMUM OF 20 CFM PER OCCUPANT, (15 CFM N SCHOOLS) - --INDICATES SHEETS THAT HAVE ITEMS TO BE INSTALLED O SITE h OTHERS SEE SUPPORTING 8 1/2•x11- DOCUIIEMA310N SHEETS 1 IM XX grin NOTE VOICATES ITEMS TO BE 4STALLED O SITE BY OTHERS OPTIONAL SPECIFICATIONS FRAME `�-,(IO-X127 JR 1 -BEAM ASTM A-36 STEEL (BOLA/068C) HITCH: -(FIXiDXREMOVABLE) W/ COUPLER k ELEVATION JACK {OUAD) (TOP MOU USED) NT)(UNOERSLUNC) (BRAKINC)(IOLERS) Lg17.00)(8.00) x 14.5 (8)(10) -PLY ALL NEW OR BETTER -OVER THE FRAME TIE DOWN STRAPS (AS REQUIRED) ,�,-p-PROVIDED k INSTALLED O SITE BY TIERS FLOOR BOARD -WOVEN POLYPROPYLENE OR STETTER -CALVAIZED STEEL iNCf� AAMM -R11 (OR BETTER) UNFACED FIBERGLASS (2x6X2x8X2x1o) #2 SPF O 16. O.C. (TRANSVERSE)(LONCITUDINAL) QEGKM- -(1X2) LAYER (5/8)(3/4) STURD-I-FLOOR, OSB (SQUARE EDGE)(T&G) -01X2) LAYER (5/87(3/4) STURD-I-FLOOR PLYWOOD (SQUARE EDGE)(T&;) -26 OZ CARPET -20 OZ CARPET -0/8/87(3ROUL3//32' VINYL COMPOSITION TILE) DS -STEEL DECK ExTEWALLS -2x4 STUD GRADE SPF O 16O.C. (DADOED) (BOCA/OBBC) -2x4 #2 SPF O 15' O.C.(DADOED) (BOCA/OBBC) —2x6 #2 SPF O 16' O.C. (DADOED) (BOCA/OBBC) TOP PIATE -(2x4X2x6) DOUBLE 03 SPF OR BETTER BOTTOM P! ATE' -( 2 6 #3 SPF OR BETTER WALL -(7'-6- THRU 9'-67 -1/WELL GRAN PANELING -1/4' VINYL COVERED LUAN -1/2- GYPSUM BOARD -5/8' GYPSUM BOARD -1/2- VINYL COVERED GYPSUM BOARD -5/8' VINYL COVERED GYPSUM BOARD -1/4' ASPENITE SUBSTRATE (UNDER WALL COVERING) -FRP OVER SUBSTRATE INS x AT1r_w, --R11 (OR STETTER) FIBERGLASS W/ VAPOR BARRIER SuMv♦m. -1/B' STRUCTURAL SHEATHING UNDER SIDING SIQ� THRU 3/47 (OSS)(COX PLYWOOD) UNDER SIDING -ALUMINUM -STEEL -VINYL -(5/80(1/SIMULATED �RT- i -11 W/ GROOVES --PLYWOOD (FOR SIDING PROVIDED k INSTALLED O SITE BY OTHERS) — MATCH SIDING MATCH SIDING --PROVIDED k INSTALLED O SITE BY OTHERS -FIE BLOCKING O HORIZONTAL SEAMS WHEN WALL COVERING IS NOT FULL HEIGHT WTER� -NONE -(2x3X2x4) STUD GRADE SPF O 16' O.C.(DADOED) (BOCA/088C) -(2x4)(2c6) #2 SPF O 16. O.C. (DADOED) (BOCA/088C) TOP PLATE: -x3aN )(2x4Pi E)(2x6) DOUBLE #3 SPF OR BETTER �(2 -(2x3)(2x4)(2x6) #3 SPF OR BETTER WAII Hfl(.HT_ -(7'-6' THRU 9'-6) NS AS EXTERIOR WALLS INaI ♦TI• -NONONE -R7 (OR BETTER) (FACED)(UNFACED) FIBERGLASS INTERIOR TRIM "-TOM H WALL COVERING ROOF -CERTIFIED W/ (30#)(40#) LIVE LOAD MANSARD, -(12' THRU 307 HIGH (WITH/WITHOUT) PROJECTION --FIRESTOPPED 20'-0' O.C. MAX. IF APPLICABLE SFlI IN[: MATERIAL BOARD -SUSPEENNDED CEILINGU SYSTEM -1/2' MODULUX INSULATION: -Ri9 (OR BETTER) FIBERGLASS W/ VAPOR BARRIER S14FATHING -(3/8- THRU 3/47 COX PLYWOOD UNDER ROOFING -()�- THRU 23/327 OSB UNDER ROOFING —( -GALVANIZED STEEL -EPOM RUBBER ROOFING SYSTEM ROOF VENTS: -SEE HVAC SECTION Tf DOWNQ0. --PROVIDED k INSTALLED ED O SITE BY OTHERS -1 1/4. OVER THE ROOF TYPE -HURRICANE- TIE DOWN STRAP BING MATERIALS -(COPPER)(CPVC) SUPPLY -(COPPER)(PVC) DWV RESTROOuq -SEE SHEET P-1 (IF APPLICABLE) ELECTRICAL 9 ) 100 AMP 120/240 VOLT, (SINGLE)(THREE) PHASE, 6OHz, W/ MAIN BREWER -(2) 125 AMP 120/240 VOLT. (SINGLE)(THREE) PHASE, 6OHz. W/ MAIN BREAKER -(2) 150 AMP 120/240 VOLT. (SINGLE)(THREE) PHASE, 6OHz. W/ MAIN BREAKER -(1)(2) 200 AMP 120/240 VOLT, (SINGLE)(THREE) PHASE. 60Hz. W/ MAIN BREAKER -(1)(2) 225 MIP 120/240 VOLT. (SINGLE)(THREE) PHASE, 6OHz. W/ AWN BREAKER CERVIX ENTRANCE -(EMT) (PVC) CONDUIT THRU (WALL)(ROOF)(FLOOR) 8);114 AWG, NONMETALLIC SHEATHED COPPER CABLE (ROMEX) -MIN. #12 THHN THOU 1/2- (MIN) EMT CONDUIT INTERIOR LIGHTS: - -(80)(160) WATT 4'-0' (2)(4) TUBE FLUORESCENT LIGHT FIXTURE IN�EN) MOUNTED (WITH/WITHOUIT) DIFFUSER NCANOT LIGHT FIXTURE(STYLES MAYVARY) -LIGHTED MEDICINE CABINET W/ (2) 60 WATT BULBS -DBL HEAD EMERGENCY FLOW LIGHT W/ BATTERY BACK-UP -LIGHTED EXIT SIGN W/ BATTERY BACK-UP EXTERIOR LIGHTS: -6o WATT INCANDESCENT PORCH LIGHT (JAR TYPE) (WEATHERPROOF) -(2) HEAD 75 WATT FLOOR LIGHT (WITH/WITHOUT) PHOTOCELL RECEPTACLES: -(DUPLE)O(SINGLE) (15)(20) AMP (120)(240) VOLT GROUNDING TYPE -DUPLEX (15)(20) AMP (120)(240) VOLT GFI PROTECTED SWITCHES: - -(15)(20) AMP. 120 VOLT. (TOCGLE)(SUDE) TYPE ROUGH-IN: --J-80XES FOR CUSTOMER INSTALLED FIRE. PHONE k DATA SYSTEMS HVAC -(2-(2�ALL MOUNTED HVAC UNIT W/ 9)(10)(15) KW HEAT STRIP, WIRED TO INTERNAL OR EXTERNAL DISCONNECT -(2-4) TON WALL MOUNTED HVAC UNIT W/ 51,000 BTU NATURAL GAS HEAT -(2-5) TON PAD MOUNTED HVAC UNIT W/ (OR) WITHOUT FURNACE - (SP TYPE TE EGUAL�/GAS. UP-FLOW/DOWN-FLOW. ARD�(87R(110-)(12-) ROUND OR SQUARE W/ ADJUSTABLE DAMPER -24'44- LAY -IN (SUSPENDED CEILING) RETIA N AIR: -THRU GRILL O HVAC UNIT -THRU GRILLS N PLENUM WALL -VA UNDERCUT DOORS BACK TO HVAC UNIT -VIA TRANSFER DUCT IN FLOOR OR CEILING -VIA RETURN AIR DUCT N FLOOR BACK TO FALSE WAIL. PLENUM -VIA DUCT WORK TO UNIT -THRU GRIL. IN EXTERIOR WALL O PLENUM -THRU MECHANICAL MEANS O HVAC UNIT -THRID OPENINGS O DOORS k WINDOWS EXHAUST FAN: -(100)(180)(360) CFM W/ VENT CAP -100 CFM FAN/LIGHT COMBO W/ VENT CAP ROOF VENTILATION: -PASSIVE VENTS -POWER GABLE VENTILATOR WALL MOUNTED O ROOF CAVITY W/ (PASSIVE INTAKE VENT)(INSULATED AR CHASE TO BELOW FLOOR) DOORS EUMOR DOORS, -(36 -727x80 STEEL DOOR W/ WOOD FRAME (WITH/WITHOUT) UTE -(36'-727x60 STEEL DOOR W/ STEEL FRAME (WRH/WITHOUT) LITE -(36'-727x60 STEEL DOOR W/ ALUMINUM FRAME (WITH/WITHOUT) LITE -(36'-727x80 ALUMINUM DOOR W/ ALUMINUM FRAME (W(TH/WITHOUT) LTTE -(36'-727x884 COMMERCIAL GLASS STOREFRONT (WITH/MWTIMn LITE INTERIOR DOORS: -(24/32/36)x80 (HOLLOW/SOUO) CORE W/ (PRIVACY/PASSAGE) SET mm. ALL DOORS TO HAVE BARRIER FREE PROVISIONS (WHERE APPLICABLE) -HARDWARE STYLES MAY VARY -ALL DOORS GLASS TO HAVE SAM GLAZING THRU 607 WIDE x (14' THRU 607 HIGH JRE)(HORIZON AL SUOING)(VERTICAL SLIDING) PANE -(METAL)(PVC)(VINYL) NOTES - U OMER MAY SELECT ANY OPTION COMBINATIONS THAT MAY COMPROMISE COR COMPLWVCE - UNIT ANY BE BUILT AS A SHELL - PARTITIONS ARE RE -LOCATABLE (BEAM, PIER POINTS k COLUMNS TO BE SIZED AND LOCATED ACCORDING TO SPANS AS APPLICABLE) —EGRESS REQUIREMENTS ARE TO R PER REFERENCED STANDARDS - FLOOR PLAN MAY BE MIRRORED - HITCH LOCATION IS OPTIONAL DOOR. WINDOW. ELECTRICAL k M1EHANICAL EQUIPMENT QUANTITY MAY VARY. -•-AOI -0 EXCEED LOW CENTER AM PERAAGE DOOR. WINDOW. ELECTRICAL k MS WICAI. EQUIPMENT LOCATKINi MAY VARY DRAWING LEGEND CYAMRnl nFSCRIPT nN PIER LOAD CHART AQ = 4.3 K (D-4.3 4.3 K Q-5.1 K Q- 14.0 K Q-2.9 2.9 K 1�THE SOLE PURPOSE OF THIS BLOCKING POINTS PLAN IS TO SHOW LOCATIONS OF NECCESSARY BLOCKING, FOOTING. PIERS AND ANCHORING SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS AND SITE CONDITIONS. 2. SHADED PIERS INDICATES PIERS BLOCKED UP TO THE BOTTOM OF THE FLOOR JOISTS. I D8L S. 16.8 CONCRETE BLOCK FROM TOP OF PIER TO BOTTOM OF [-BEAM (MAIN FRAME) --® OVER THE FRAME THE -DOWN STRAP PIER LOAD CHART AQ = 4.3 K (D-4.3 4.3 K Q-5.1 K Q- 14.0 K Q-2.9 2.9 K 1�THE SOLE PURPOSE OF THIS BLOCKING POINTS PLAN IS TO SHOW LOCATIONS OF NECCESSARY BLOCKING, FOOTING. PIERS AND ANCHORING SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS AND SITE CONDITIONS. 2. SHADED PIERS INDICATES PIERS BLOCKED UP TO THE BOTTOM OF THE FLOOR JOISTS. I ,DARD BALL TYPE COUPLER "RIC BRAKE AXLE IUNDERSLUNGT ;ATED FLOOR ASSEMBLY TO ACCOMMODATE 100# LIVE LOAD STEEL UNDERBELLY 16" O.C., #2 SPF OR BETTER #2 SPF OR BETTER "-&G PLYWOOD (*10* HOLD BACK O MATELINE) CED FIBERGLASS CIAL CARPET OLEFIN UNITARY BACK (58ox TOTAL WEIGHT) N ENUMERATOR SERIES OR EQUAL 44'-0' (3) LAYERS 1 1/2"x24" LVL BEAM ••(2) 2x4 #2 SPF EACH SIDE CF MATE -LINE MAX SPAN 54" 0'(2) 2x6 2 SPF 4Z -7_ 3 1 4' V-1 t/4" MAX SPAN 9' 3 3/4' / 1/2" CDX PLYWOOD c' n 1Oa 29'-9' 17'-11 6'-0" n ----------------------- --- ------------ ------------------- -------- ----------------------------------- - i r 1 !a a, i I I '2 SPF. 8' 3-1/2' WALL HEIGHT (UBC) #3 SPF 2 x 4 WALL HEADER DETAIL 2X4 03 SPF SCALE: NTS T BACKED FIBERGLASS TON OAK- VENEERED PLYWOOD PANELING **LVL BEAM MAY BE SUDSTIIl1TED FOR NOMINAL LUMBER (SAME DNAENSIDNS) PANEL TI -11 SIDING 8" VERTICAL GE' IFFIT 'MPIC Ti -11, 2 COATS GE' STUD GRADE SPF, 8' WALL HEIGHT (UBC) :3 #3 SPF 2x3 #3 SPF sTON OAK" VENEERED PLYWOOD PANELING 4ENGNT is To sE jr-iv) 30# LIVE LOAD (UBC) PITCH (5 3/4"x3O'x141' FULL PERIMETER WEBBING FASTENED TO TRUSSES NEED CEILING SYSTEM W/ 2X4 CELOTEX 'BAROQUE" LAY—IN PANELS :T BACKED FIBERGLASS 01/ 4 2"x24' DEEP (SEE PLANS) _ .EAL DOWN TYPE FIBERGLASS SHINGLE W/ 25—YR WARRANTY -DUO—BROWN- ELT PAPER, (2) LAYERS W/ 24' ICE SHIELD MEMBRANE DGE VENT (•SHIPLOOSE) LY & SITE INSTALL IAL) . SLIDER W/ CLEAR INSULATED GLASS: COLOR: 'BROWN' NG STORM WINDOW: COLOR: 'WHITE' <ENING PULL DOWN SHADES: COLOR: 'ALABASTER' 4• ® 421 A.F.F. EEL W/ 8'X16" NOMINAL S.G. WINDOW -tARDWARE (VONDUPRIN 22EO) LINDER TO ACCOMMODATE OWNER'S CORE JLL HANDLE (VONDUPRIN 23ONL) (LCN 1460) ,,K, HOLLOW CORE W/ WOODGRAIN PANEL JAMB EYED LOCKSET 2' -- _ - --- _ - - — 4P SINGLE PHASE W/ MAIN BREAKER ONCEALED MIN. #12 WIRE FLUORESCENT TROFFER W/ ELECTRCNIC BALLAST & T-12 LAMPS ARCH LIGHT WALL MOUNT LIGHTED EXIT SIGN W/ EMERGENCY LIGHT k REMOTE EXTERIOR HEAD O EA EXTERIOR DOOR P, 120V DUPLEX RECEPTACLE RECEPTACLE :LASSROOM TYPE 12' DIAMETER E POLE SWITCH SWITCH OWNER TO SUPPLY k SITE INSTALL ALL EQUIPMENT, :RING, ETC., THAT MAY BE REQUIRED C4 BOX W/CONDUIT STUB INTO CEILING CAVITY r 2X4 BOX W/CONDUIT STUB INTO CEILING CAVITY TY 2X4 BOX W/CONDUIT STUB INTO CEILING CAVITY EMPTY 2X4 BOX W/CONDUIT STUB INTO CEILING CAVITY _MPTP 2X4 BOX W/CONDUIT STUB INTO CEILING CAVITY 2X4 BOX W/CONDUIT STUB INTO CEILING CAVITY QTY 2X4 BOX W/CONDUIT STUB INTO CEILING CAVITY KING: 3-1/2 TON WITH 15 KW HEAT, WALL MOUNT W/ COMMERCIAL ROOM VENTILATOR KIT STANDARD WALL MOUNT HVAC 4RD FIBERGLASS SUPPLY DUCT W/ ADJUSTABLE 10x10 DIFFUSERS JM. RETURN AIR DUCT W/ 402 GRILLS ETURN AIR GRILLS O PLENUM WAIL -L FOR A/C RETURN AIR )RIES: '-0' STAINED SHELVING W/ CLOTHES ROD O TEACHER'S CLOSET 1D SHELF 12' DOWN FROM TOP SNELF)ICLOTNES ROD TO SE UNDER THE SECOND SHELF) 'USON GROUP) 72' COAT RACK W/ (16) TRIPLE PRONG COAT HOOKS 5 LB A:B:C GENERAL PURPOSE POL`VISION PORCELAIN ON 1/2' PB, .015 FOIL BACKER 100 SERIES ALUM TRIM, RAIL. TRAY 'OLYVISION TYPE 1 VINYL ON HARDBOARD W/ ALUMINUM TRIM ;E: COLOR: 'TOFFEE' "LIGHT' WALL ANGLE DOOR CASING 'LIGHT' VAC UNITS CORNERS 8' 'LIGHT" AMBS 'BROWN' dG BEAM 'WHITE' MATELINE IED O SITE BY OTHERS. COMMERCIAL SEAL OTHERS ROOFING U) 0 0 0 J LL J z_ 0 z 0 DUCT I 4' TACK BOARD 8' CHALK BOARD O 32" A.F.F. B' CHALK BOARD O 32' A.F.F. 4' TACK BOARD I O 32' A.F.F. O 32' A.F.F. 1 I i SEAM i i 1 1 I 1 a 1In i - 1 �i .. .. .. .. .. ... LCAF71 F71 I I 1 N I N 0 I 30'-0" 22'-0" 14'-0' 6'-0' I O .. N a COAT RACK i i (3) 2X4 STUD GRADE SPF eo i 1,�., - O 54 -RW COLUMN. TYP 1 i 11\ I SEAM \ I _ 21-2 I 1 SEAM i t \ I i o .. :CD2) i 1 i o 1 � 1 in I � 1--- ------ 1 i � I o . I I 36'-9 3/4' 29'-4 3/4` 20'-0 3/4' "10--83/ 4'-0 3/4" COVER FLASHING WITH SEALANT A-^ REQUIRED FOR WEATHER PROTECrl' -RIDGE VEW_ /_ - 2X3 ROOF RAILS SUSPENDED CEILJNG 'T -WHITE TRIM CAPJ BULKHEAD DETAIL SCALE: 3/4"-1'-O" BEAM BULKHEAD r FILLER DRAWING LEGEND WWt TO OE A S cvuonl I1CQ(`RIDTInN ll!= LOAD CENTER 2x4 LAY -IN TROFFER TYPE, FLUORESCENT LIGHT FIXTURE EXTERIOR WEATHERPROOF LIGHT FIXTURE, MOUNTED O 80' A.F.F UNLESS NOTED) a�4 !EAD EMERGOICY/EXR LNYif COMBO W/ MTIERI MGK-JP O E4' ASS UNLESS NOTED A ® IKYOTE HEAn EXTERIOR EMERGENCY FLOG') LIGHT w RATfERY BACK -LIP o 84- AFF UNLESS NOTED) (00GLES TYPESWITCH O 48' A.F.F. (TO BOTTOM) 7 3 -WAY, TOGGLETYPE SWITCH O 46' A.F.F. (To BOTTOM) (UNLESS NOTED) o DUPLEX RECEPTACLE O 16' A.F.F. (TO 9MOM) NOTED MUNLESS M RECESSED CLOCK TO BOTTOM (UNLESS NOTED O 80' A.F.F. ® SXTUBJINTO CEELLMIG CAVITY COAX O IW A.F.F. MI�(2>L, IG w D)L F22 OAT CONDIT DETECTOR. ULL "REQ Z IPJ J -BOX FOR FIRE ALARM PULL STATION O 48' A.F.F. W 1/2- EMT CONDUIT t PULLWIRE 8 J -BOX FOR FIRE ALARM VISUAL AID k BELL O SO` A.F.F. W/ 1/2' OAT CONDUIT & PULLYARE J -BOX FOR PA SYSTEM (1) O 48' A.F.F. k (1) O 72- A.F.F. W/ 1/2- CONDUIT t PULL WIRE © J -BOX FOR FIRE ALARM CONTROL PANEL O 48' A.F.F. 0 aOT RUNLESS NOTED J-DOX W/WHIP FOR MATE LINE CROSSOVER J -90X FOR FLOURESENT LIGHTS O SUB -COLING © JJ UNG CAVITY FOR aRCUrt CROSSOVER ® FIRE EXTINGUISHER. 54' TO TOP OF HANDLE UNLESS NOTED STATE APPROVAL # IN MC20010903 SPECIFICATIONS: RIMETER FRAME W/"X"MEMBERS 48" OC 1 BEAM, 8" OUNTABLE HITCH 1 5/16" STANDARD BALL TYPE COUPLER 5000/ ELECTRIC BRAKE AXLE 5000f IDLER AXLE 4DARD 8X14.5, 8 PLY RATED LARD : WOVEN POLYPROYLENE AL JOIST: 2X6, 16" O.C., /2 SPF OR BETTER 2X6, /2 SPF OR BETTER INGLE 5/8" S.E. PLYWOOD, NO HOLD BACK, OSHIPLOOSE 4' SEAM BINDER R-19 UNFACED FIBERGLASS ARMSTRONG 1/8" 12"X12" BLOCK TILE FOYERS OZ. COMMERCIAL CARPET �.S: 16" O.C., STUD GRADE, (BOCA) DOUBLE 2X4 /3 SPF ATE: SINGLE 2X4 /3 SPF R-11 KRAFT BACKED FIBERGLASS NG: 1/2' VINYL COVERED GYP W/O BATTENS ANG: 5/8' T1-11 FIR SIDING WOOD 1x4, EXCEPT 1x6 TOP _S: - 16' O.C., STUD GRADE SPF, (BOCA) DOUBLE 2X4 /3 SPF -LTE: SINGLE 2X4 #3 SPF 1/2" VINYL COVERED GYP W/O BATTENS GING 16' O.C. 2x8 SOLID RAFTERS, 30/ LIVE LOAD 9STRATE: 1/2" GYPSUM W/FOAM ADHESIVE -GRID SUSPENDED CEILING 2X4 FISSURED R-19 KRAFT BACKED FIBERGLASS, FILLS ROOF CAVITY THING: 7/16" OSB : STEEL CLEAR SPAN MATE BEAM, 'VULCRAFT' #20K7 STEEL MATELINE SUPPORT COLUMNS :R TO DETAIL THIS SHEET :.ACK, 45 MIL EPDM MEMBRANE 1.5" PROJECTION '8' T1-11 FIR 4' O.C. W/STD ALUMINUM MINI GUTTER IG SIMONTON VINYL DIMENSION 1 HOR. SLIDER 3/4" IG do SCREEN "TAN" -8" 1" VINYL MINI—BUNDS " ALABASTER' )RS: LOAD CENTER " STEEL/ALUMINUM WITH 5X20 SAFETY GLAZED LITE LAY -IN TROFFER TYPE, FLUORESCENT JC CLOSER LIGHT FIXTURE ARDWARE W/RIM CYLINDER do PULL HANDLE EXTERIOR WEATHERPROOF UGHT FIXTURE, MOUNTED RS: O 80' A.F.F (UNLESS NOTED) 8' REGAL OAK IN POPLAR JAMB , STANDARD KEYED LOCKSET CLOSET (TO BOTTOM) UNLESTOGGLE S NOTCEHD)O 48' A.F.F. ;OX: 150 AMP SINGLE PHASE WITH MAIN BREAKER DUPLEX (UNLESS RECEPTACLE O 18' AF.F. (TO BOTTOM) AMEX, CONCEALED MIN. j 14 WIRE DUAL HEAD EMERGENCY/EXITLIGHT COM80 W/ BATTERY BACK-UP O 84' AAF (UNLESS NOTED) 4 TUBE, 4' FLUORESCENT TROFFER REMOTE HEAD EXTERIOR EMERGENCY FLOOD LIGHT W/BATTERY HACK -UP O 84' AFF (UNLESS NOTED) SEAGULL PORCH LIGHT WALL MOUNT J -BOX FOR FIRE ALARM PULL STATION O 48' COMBO EXIT SIGN//DUAL HEAD EMERGENCY FLOOD LIGHT A.F.F. W/ 1/2' EMT CONDUIT do PULLWIRE ATH BATTERY BACKUP k REMOTE EXTERIOR LIGHTS J -BOX FOR FIRE ALARM VISUAL ND do BELL O 80" A.F.F. W/ 1/2- EMT CONDUIT k PULLWIRE CLE: 120V. 15 AMP, DUPLEX RECEPTACLE J -BOX (ROUND) FOR SMOKE DETECTOR, RECESSED IN CEILING W/ 1/2" EMT CONDUIT h PULL WIRE SINGLE POLE SWITCH J -BOX FOR SCHOOL BELL O 80' A.F.F. W/ 1/2' EMT CONDUIT k PULLWIRE _-MPTY 2X4 BOX W/CONDUIT STUB OUT -BOX FOR FIRE ALARM CONTROL PANEL O 48' A.F.F. (TO BOTTOM)(UNLESS NOTED) .KER: EMPTY 2X4 BOX W/CONDUIT STUB OUT J -BOX FOR P.A. SYSTEM (1) O 48' A.F.F. h (1) O 72' AF.F. W/ 1/2" CONDUIT h PULL WIRE ATION: EMPTY 2X4 BOX W/CONDUIT STUB OUT THERMOSTAT O 48" A.F.F. (TO BOTTOM) (UNLESS NOTED) DETECTOR: EMPTY 2X4 BOX W/CONDUIT STUB OUT ROUND CEILING MOUNTED, SUPPLY AIR DIFFUSER W/ ADJUSTABLE AIR DAMPER BUTTON: EMPTY 20 BOX W/CONDUIT STUB OUT 1404 RETURN AIR GRILL. WALL MOUNTED* 10' .RM: EMPTY 2X4 BOX W/CONDUIT STUB OUT AF.F. (TO BOTOM) R.O. - 13 1/2' x 13 1/2" -ROBE: EMPTY 2X4 BOX W/CONDUIT STUB OUT 12212 FRESH AIR GRILL, WALL MOUNTED O 10" DOWN (TO TOP) R.O. - 12 1/2" x 12 1/2' D FACILITIES BY OTHERS ON SITE! AMP CONNECTOR FOR MATE -UNE CROSSOVER R CONDITIONING: W INT HVAC: 3 TON WITH 15 KW HEAT, WALL MOUNT j ;TAT: FOR STANDARD WALL MOUNT HVAC TOP STANDARD FIBERGLASS SUPPLY DUCT WITH 1000 ROUND ADJUSTABLE DIFFUSERS AND 8' FLEX DUCT CD i TO BE TIGHT AGAINST CEILING TO AVOID TROFFER LIGHTS I 14"X14" RETURN AIR GRILLS IN PLENUM WALL p 12'X12" RETURN AIR GRILL, EXTERIOR MOUNT I D ACCESSORIES: LF: CLOSET, PAINTED WIRE, 12 -(Mi HEIGHTS AS RE(NUIRED) IOARD: 4x8 GREEN W/ MAP RAIL 'CLARIDGE' /826D OR EOUAL :ARD: 4x4 NATURAL CORK "CLARIDGE* /95BA OR EQUAL TACKS: 6' EXTRUDED ALUMINUM COAT RACK W/16 TRIPLE PRONGED HOOKS +'L COVE BASE I, ` ONIAL WINDOW CASING _AR WINDOW JAMBS I VERED BATTENS INSIDE CORNERS ✓FRED BATTENS ONE ULAR COMMERCIAL SEAL ------ AL .ALS LABEL ----=-- -- ,AS TO BE SITE BY OTHERS "(2) 2x4 #2 SPF MAX SPAN 53 1/2" '• 2) 2x6 (12 SPF SPAN 78 1/2" /2" CDX PLYWOOD HEADER DETAIL SCALE: NTS O'LVL BEAM MAY BE SUBSTITUTED FOR NOMINAL LUMBER (SAME dMENSK)NS) STEEL GRIDER TOP 3/4" /16"x3" CAR OLT, TYP 10 1D DRAWING LEGEND REFER TO SPEOFMATIONS FOR DETAILS SYMROI Il74CRIPTICIN CI LOAD CENTER ®2x4 LAY -IN TROFFER TYPE, FLUORESCENT LIGHT FIXTURE 1a EXTERIOR WEATHERPROOF UGHT FIXTURE, MOUNTED �7 O 80' A.F.F (UNLESS NOTED) TOGGLE TYPE SWITCH O 48' A.F.F. (TO BOTTOM) (UNLESS NOTED) $3 (TO BOTTOM) UNLESTOGGLE S NOTCEHD)O 48' A.F.F. o DUPLEX (UNLESS RECEPTACLE O 18' AF.F. (TO BOTTOM) DUAL HEAD EMERGENCY/EXITLIGHT COM80 W/ BATTERY BACK-UP O 84' AAF (UNLESS NOTED) fi ® REMOTE HEAD EXTERIOR EMERGENCY FLOOD LIGHT W/BATTERY HACK -UP O 84' AFF (UNLESS NOTED) Z J -BOX FOR FIRE ALARM PULL STATION O 48' �) A.F.F. W/ 1/2' EMT CONDUIT do PULLWIRE $z LJ J -BOX FOR FIRE ALARM VISUAL ND do BELL O 80" A.F.F. W/ 1/2- EMT CONDUIT k PULLWIRE J -BOX (ROUND) FOR SMOKE DETECTOR, RECESSED IN CEILING W/ 1/2" EMT CONDUIT h PULL WIRE H LJ J -BOX FOR SCHOOL BELL O 80' A.F.F. W/ 1/2' EMT CONDUIT k PULLWIRE ©J -BOX FOR FIRE ALARM CONTROL PANEL O 48' A.F.F. (TO BOTTOM)(UNLESS NOTED) J -BOX FOR P.A. SYSTEM (1) O 48' A.F.F. h (1) O 72' AF.F. W/ 1/2" CONDUIT h PULL WIRE O THERMOSTAT O 48" A.F.F. (TO BOTTOM) (UNLESS NOTED) O ROUND CEILING MOUNTED, SUPPLY AIR DIFFUSER W/ ADJUSTABLE AIR DAMPER -- 1404 RETURN AIR GRILL. WALL MOUNTED* 10' AF.F. (TO BOTOM) R.O. - 13 1/2' x 13 1/2" j �J 12212 FRESH AIR GRILL, WALL MOUNTED O 10" DOWN (TO TOP) R.O. - 12 1/2" x 12 1/2' a. AMP CONNECTOR FOR MATE -UNE CROSSOVER J -BOX FOR UGHT CIRCUIT CONNECTION `----------------------------------------- — m�-- El E CTRICAI PANE.I. I -- �,. ---- LCA 150 ?o.- ^4o t ; o I --- - - - — -- - - IR AM VOL OLSCRIPTKI CONN[CTTD lAT —--(UIWIT IOM - ' 1 IDR WATTS ' C CUiT _ P ..� T NIfRf N 1( ) CAI •V; •w M F •V•Nt5�----__"s-) 4 BOLT -)BOLT PLATE WELDED TO ! +, 1 E ` 14 ItI1 GIRDER 5IHC_AA,"r,( I)f l ._ -! 90 - 240 HG31I tin —4NGLE ROD : "X3" BOLT PLATE WELDED-- _ tNUT WITH LOCK TO TOP OF COLUMN WASHER, TYP MIF" -1/4" STEEL F WELDED TO INSIDE SIDE 1 1/2" OF COLUMN HOLE WITH BOLT, NUT AND LOCK WASHER COLUMN DETAIL SCALE: 1 "=1'-0" STEEL GIRDER BOTTOM 2" CHORD RUBBER ROOFING TO OVERLAP 8" MIN. PAST THE MATE LINE, BOTH 1 SIDES ELEVATION 'A'MATFy LINE 1x6 WITH BEVELED EDGES 2x8 TOP CAP RIPPED ROOFING, TYP TYP ,2x8 RAFTER, TYPO 6 1/2", TYP jROOF SHEATHING, TYP MATE LINE "x3"x1/4" ' 45' I -B STEEL COLUMN CROSSBRACE 1/4" STEEL PLATE MAIN FRAME I -BEAM, TYP v 3/8"x3/4" LONG 1 1/8", COLUMN SLOT, TYP 6" PLAN VIEW 3"x3"x1/4" STEEL COLUMN BOLT PLATE WELDED TO BOTTOM OF COLUMN /5/16"x3" CARRIAGE BOLT, TYP NUT WITH LOCK WASHER, TYP \ `MAIN FRAME I -BEAM, TYP YWOOD COMPRESSION STRIP, INSULATION, TYP TYFSUPPLY AIR NON-TAPERED SIDE WALL KNEE WALL, TYP DOUBLE TOP PLATES, TYP USPENDEO CEILING, TYP ,1 1/2" LEG OF Z—FLASHING, TYP "TRIM, TYP 2x BLOCKING FOR SUSPENDEDCEILING, TYP 1/4' SPACER, EXTERIOR WALL, TYP TYP PUNCH HOLE, AND- 1/4- ND"1/4" BOLT AND NUT, TYP PUNCH HOLE AND SCREW, 48" O.C., TYP FRAME BEAM, TYP I I i I 1 I I i 1 ROOF RAIL, TYP LIGHT FIXTURE I 1 1 I LINE I I I I I 1 I I I i ',,MATE UNE TRIM, SHIPPED LOOSE AND INSTALLED BY OTHERS AT SITE FLOOR DECKING do COVERING, TYP ..-LONGITUDINAL FLOOR JOIST, TYP CROSS SECTION & MANSARD DETAILS SCALE: 3Z4"=1'-0" TOM BOARD, TYP CROSSMEMBER, TYP STEEL FLAT GIRDER MATE BEAM, TYP 5/16" CARRIAGE BOLT W/BOLT AND LOCK WASHER, STAGGERED AT 24" O.C., TYP 1 1/2--2- L—ANGLE MATE IRON AT 48 O.C. AT APPROXIMATELY 45' ANGLE, TYP eo L L n JOIST HANGER DETAIL 2x8 TOP CAP R TO 6 1/2-. TYP MANSARD, TYP 2x2 FRAMING, TYPE 2x2 FRAMING 24" O.C., TYP RAFTER, TYP )OF RAIL, TYP HANGER 77-1/ NO JOIST HANGERS AT ENDWALL RAFTERS STEEL FLAT GIRDER MATE BEAM, TYP I MI x I V —— :a.--- w- -----------W1-----------©1----------- ' 1 N N . COAT I LACK I " 54' Al F TO I A' n I TOP I I ' I I I, ` I ------ ----=-- -- --------- --------- --- -------------------- T -- ----- ------------- O O O O A2 pc O O O a ISTEEL COLUMN, REFER TO CLASSROOM J I ETAIL THIS SH ET, TYP CARP I _ Cil ! cn I A (i I CD max,, a? t: I I I ............... `----------------------------------------- — m�-- El E CTRICAI PANE.I. I -- �,. ---- LCA 150 ?o.- ^4o t ; o I --- - - - — -- - - IR AM VOL OLSCRIPTKI CONN[CTTD lAT —--(UIWIT IOM - ' 1 IDR WATTS ' C CUiT _ P ..� T NIfRf N 1( ) CAI •V; •w M F •V•Nt5�----__"s-) 4 BOLT -)BOLT PLATE WELDED TO ! +, 1 E ` 14 ItI1 GIRDER 5IHC_AA,"r,( I)f l ._ -! 90 - 240 HG31I tin —4NGLE ROD : "X3" BOLT PLATE WELDED-- _ tNUT WITH LOCK TO TOP OF COLUMN WASHER, TYP MIF" -1/4" STEEL F WELDED TO INSIDE SIDE 1 1/2" OF COLUMN HOLE WITH BOLT, NUT AND LOCK WASHER COLUMN DETAIL SCALE: 1 "=1'-0" STEEL GIRDER BOTTOM 2" CHORD RUBBER ROOFING TO OVERLAP 8" MIN. PAST THE MATE LINE, BOTH 1 SIDES ELEVATION 'A'MATFy LINE 1x6 WITH BEVELED EDGES 2x8 TOP CAP RIPPED ROOFING, TYP TYP ,2x8 RAFTER, TYPO 6 1/2", TYP jROOF SHEATHING, TYP MATE LINE "x3"x1/4" ' 45' I -B STEEL COLUMN CROSSBRACE 1/4" STEEL PLATE MAIN FRAME I -BEAM, TYP v 3/8"x3/4" LONG 1 1/8", COLUMN SLOT, TYP 6" PLAN VIEW 3"x3"x1/4" STEEL COLUMN BOLT PLATE WELDED TO BOTTOM OF COLUMN /5/16"x3" CARRIAGE BOLT, TYP NUT WITH LOCK WASHER, TYP \ `MAIN FRAME I -BEAM, TYP YWOOD COMPRESSION STRIP, INSULATION, TYP TYFSUPPLY AIR NON-TAPERED SIDE WALL KNEE WALL, TYP DOUBLE TOP PLATES, TYP USPENDEO CEILING, TYP ,1 1/2" LEG OF Z—FLASHING, TYP "TRIM, TYP 2x BLOCKING FOR SUSPENDEDCEILING, TYP 1/4' SPACER, EXTERIOR WALL, TYP TYP PUNCH HOLE, AND- 1/4- ND"1/4" BOLT AND NUT, TYP PUNCH HOLE AND SCREW, 48" O.C., TYP FRAME BEAM, TYP I I i I 1 I I i 1 ROOF RAIL, TYP LIGHT FIXTURE I 1 1 I LINE I I I I I 1 I I I i ',,MATE UNE TRIM, SHIPPED LOOSE AND INSTALLED BY OTHERS AT SITE FLOOR DECKING do COVERING, TYP ..-LONGITUDINAL FLOOR JOIST, TYP CROSS SECTION & MANSARD DETAILS SCALE: 3Z4"=1'-0" TOM BOARD, TYP CROSSMEMBER, TYP STEEL FLAT GIRDER MATE BEAM, TYP 5/16" CARRIAGE BOLT W/BOLT AND LOCK WASHER, STAGGERED AT 24" O.C., TYP 1 1/2--2- L—ANGLE MATE IRON AT 48 O.C. AT APPROXIMATELY 45' ANGLE, TYP eo L L n JOIST HANGER DETAIL 2x8 TOP CAP R TO 6 1/2-. TYP MANSARD, TYP 2x2 FRAMING, TYPE 2x2 FRAMING 24" O.C., TYP RAFTER, TYP )OF RAIL, TYP HANGER 77-1/ NO JOIST HANGERS AT ENDWALL RAFTERS STEEL FLAT GIRDER MATE BEAM, TYP I MI x I V ' 1 N N .