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HomeMy WebLinkAbout1009.97.2_ ©A r. _ r 24 '- o ' f'- -L -- i , i Y ARCHITECIUMDE".' GROW, 8MG10NR04 %S "v . 1 f i-_ + 1 ISSUE: DATE: - i} DRAWN BY; CHECKED 9-C.. 1 MM - MCG` ACCEPTED: COMPU'T'ER FILE: DATLP. C: /[yMIG/ /GRENA281 06/30 /97 , 4 - Drcrair- . *a cations. Mel otfor *o*oft- Drepared by the Architect for this Project vvt kwkw§v is of the ArchRecCs urvice for use sol* wisp , *ped fo this Project and shall not be used on other proje;h or OMtions to this Project 1 WaA *Mm wmwl" and due compere bw to the Mthi wL Scope Drawings r"w &OWVW Indicate the 9e1Meral loo" of Nw 111,00d in term of ommectural design rw --pt. the *renew*, of buldin the mnajor ardatectlyd dsrir - and.. % some oases, the St�ural. m6d+onicd, drli / or electrical WAN= Do ftwmp do not Rf "Inf* indicate or describe ON WA negLlirod for NO W and the completion of the rlquhe1"el is Of the Coetraet.' On the basis of ft Hie wd save i iliceNd sir the trade contnoctors ftl furnish al ilwe regtlired: for dw Proper execution and owmietion of the work. 45 t OL" Zion Road Zkx a 46062 1-765-482-49W J lu a � W (D vv/ rC� 4" 5 AN C:) F / LL . el 0- 4" BASEMENT 1/4" = 1' -Op I C i / Y m � 4U am _1 .Id♦ Y` `Iti:.r t r 1 _. . �- 11 �t �- HOSE BrA3B - /2 ` OE E P GOrvC. FT Cy ON AL. Si0E5 ' � x rz 1 ' ! , I I i _4 , tL " lJ i FOUNDATION PLAN 3 i, , i - i t V. till I i I f i } (�) 2 x 8 f--5 6 x /6.4 DETAIL 011 .,ALE: 1 " =1= PAIN 3' 0 5 70. x 7.5 6 PI RE STRUCTURAL NOTES Oct. ALL CONCRETE SNAIL HAZE THE mlo'om 28 DAY COMPI03W S RMIHS: Alit ENISM ALL -�fR BT RETE 3- .000 -BSI EXT. SIAIDS. PIERS, MALLS, 4,000 PSI 00FLIMNS, GRADE BEAMS a ALL CONC. EIIAOSEO TO l 1 4"0 P9 2% KI ALL R MORCNG STEER. SMALL BE DETAILED. SUPPLED. AND PLACED IN ACCORDANCE WITH ACi 313-ft ACI 313-490. AND CRU MSP -90. RC3. ALL REiNF+ORCING, STEEL SHALL BE SHOP FABRICATED AND. WHERE APPLICABLE, SHALL BE WIRED TOGETHER TO 00woRM TO MM Al -315. GRADE 60. RC4. CHAMFER EDGES OF EXPOSED CONCRETE 314', UNLESS RCS. ONE T LAKE TOUR 9' X Ir TEXT CYLINDERS FaR EACH 50 CUBIC YARDS OF CONCRETE POURED FOR EACH DAYS OPERATION, BREAK 1 AT 7 DAYS, 2 AT 28 DAYS, AND RETAIN t SPARE, SEND REPORTS 70 ARCHITECT, RC6- ALL WELDED WORE FABRIC SWILL COIIiORM TO ASIM A185. RC7. Af I&L W I(SI. 6s ALL WELDED WIRE LAPS SNAIL BE 8' CONCRM CONCRETE FORMIWOTG( AND FAL5EWORK SMALL BE IN ACCORONCE WITH ACI 301 -SL CONTRACTOR 15 SOLELY RESPONSIBLE FOR THE OEM AND CONSTRUCION T OF ALL FORMWORK, FALSEWORC AND SHORING. RCS. PROVIDE THE FOLLOWING BO OR R REINFORCING: - FOOTINGS UNFORMED EDGES - FOOTINGS FORMED EDGES NM TOP 2' - SLAB ON GRADE SUB ON GRADE UPPER THIRD RC9. PROVIDE SLEEVES FOR ALL OPENINGS IN GRADE K04MS TO TOTALLY SEPARATE PIPE FROM CONCRETE, STRUCIURAL S_I SSI. ALL STRUCTURAL STEEL WALL CONFORM TO THE FOLLAWOMQ - ROUND SHAPES ASTM A36 (Fy - 36x5() OR ASTM A572 (Fr - 50 K9) 1W HERE INDICATED - STRUCTURAL TUBES 0 A500. GRADE B Fy - 46 VM STRUCTURAL PIPE$ AMU A501, CRAPE B = xq SS2. ALL STEEL SHAD. BE DETAILED, FABpiCMED ANT? J6 N ACCORDANCE WITH /19C 'ALLOWABLE STRESS DESIGN FOR STRUCTURAL STEEL BUILDINGS" AND THE 'CODE OF STANDARD PRACTICE' tow" EDITION. SS3. ALL BOLTED CONNECTIONS SWILL BE MADE WIN 3/4- DAL A325 BOLTS WITH NUTS AND WASTERS. UNLESS OTHERWISE NOTED. ALL CONNECTIONS. EXCEPT BRACING CONNECTIONS. SMALL BE SEAR WARM CONNECTIONS TIGHTENED TO THE SMUG -TITHE CON WON. UNLESS NOTED OTHERWISE. ALL CONNCCTONS SMALL CONFORM TO THE ASO SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS 554. ALL SHOP AND MD MELDS SHALL BE MADE USING M ELECTRODES OR EQUIVALENT. SS5- ALL WADED CONCRETE ANCHIORS SHALL BE ASTM Ai08 31r OW X r AFTER WELDING. UNLESS NOTED SSG_ STEM FABRICATOR SHALL OBTAIN THE SLM AND LOCATION OF ALL OPENINGS FOR DAILIES. LOUVERS. ETC. BEFORE PROCEEDING THE FABRICATION AND ERECTION OF ANY SS7. PROVIDE HECKMAN 0129 AND /130 CMAMa SLOT MICHHORS AT ALL COLUMNS THAT ABUT W301RY YIALL& U LE88 NOTED. SS8. PROVIDE TEMIRMY BRACING OR THE STAAMCOM UMTL.L ALL PERMANENT LATERAL SUPPORT IS N PLACE. MANSAM WTi. M AkU NUFACTURED WOOD TRUSSES SMALL BE DESIGNED FOR THE FOLLOWING LOADS: - TOP CHORD DEAD 15 PSF - BOTTOM CHORD OM 10 PSF - TOP CHORD LU C 25 PSF WT2. ALL CONNECTORS SHALL BE MANUFACTURED BY SMPSON STRONG-TIE COMPANY, UNLESS OTHERWISE APPROVED BY ARCHITECr. WT3. ALL TRUSSES SHALL BE SPACED AT 2r O.C. UNLESS NOTED. WT4- ALL STANDARD, HIP. VALLEY, SCLSSW GIRDER AND OTHER MRSr- TRUSSES AND SUPPLEINENTAL ROOF FTHAM MG; NOT SHOWN. SWILL BE DESIGNED AND PROVIDED BY THE TRUSS, MMMOXACTUREAE AND CON►RIICTOR. TRUSS MANUFACTURER AND CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL TRUSS LAYOUT, WITH THE APPWAA OF THE ARCHITECT. SAWN 1 }r�pcw Nab uc I urw��p rwro Wi_ ALL WOOD SHALL BE AS FOLLOWS: - 2X4; 2X6. 2X8 SPRUCE, PINE, FIR (SPF), !2. KLN -DRIED OR SOUTHERN PIE, %2 - ALL OTHER SIZES SOUTHERN PiIE. /2. KILN -ORED W2. ALL MOOD. CONNECTIONS AND ERECTION SHALL. BE N CONFORM U CE WIT" THE CURFEW EDITION OF iIFPA NATIONAL DESIGN SPECIFiCAT10K W3. ALL CONNECTORS 94AM BE BY SIMPSON STRONG-TIE COMPMIY UNLESS OTHHEAM{SE APPROVED BY ARCHITECT. W4. L/IMINATED BEAMMS SWILL MEET THE R£OLWAE EHTS OF ANSI / ARC A140.1 AND SHALL HHAMAE THE FIOILOWINa MINIMUM DESIGN STANDARM - 2.400 PSI N RENDING - 200 PSI IN MORI2OWAL SHEAR - 1.800.000 PS MODULUS OF ELASTICITY - DRY CONDITION OF SERVICE � (: REQUIREMENTS SHALL REQUIREQUIREMENTS FOR WET - ARCHITECTURAL APPEARANCE CRAM AT BEAMS EXPOSED TO REM. - INDUSTRIAL APPEARANCE GRADE AT BEAMS NOT EXPOSED TO VIEW. W5. ALL SILL PLATES SMALL BE TREATED WITH STANDARD CCA PRESSERWJIVE TREATMENT. W6. ALL EXPOSED DECKING M0118ER5, INCLUDING JOISTS. SHALL BE TREATED WITH STANDARD CCA PRESSERVATTVE TRAETMENT E NOT CEDAR. ALL AWLS USED FOR DECKING SMALL BE GALVANIZED. W7. ATTACH ALL TOP PLATES MID SN IS TO STUDS WITH (2) Ted NAILS. GENERAL NOTES L CO MACTOR CATHY ON ALL AFMX.MLE OOM IIEGL "W* coven Ndy 00 AEGTMBCTIoa 2. NOTIFT MWW of ANY P0CWA NGILl PRIOR TO COWNWIGNOW A DM 1941"M AME NOMINAL TO FACE OF MM MM Lwl M0 CIE QM FACE OF NTEIOOR "LR, Den" SM& TL 0I111JMION6 AT 81,10% me TO eNTT am CP"" A ATTACH ALL DRTIMLL 0" 00"StU, GaVas - 00 W AIR NALAL 8. INSTALL MW 110000 410D COW BIAryp BMW TiLE Was AT ovum s. MALL WM 00 MOO VM1n A6 FA MID W CWE, MbvDE 140a SCREW ON ALL VOQL W HOT WALL 000 VMS VNE E VIIIMLE FA10F1IN= SIDE CIF 611\IC M T. DO NOT "TALL N.U'MM'a VII NTe CR FLIES OEM VNLW "WM REFIT 6DE OF 31Tk= ME. A INSTALL MIM L.lMn" ABOVE ILL OPM461119M form 1'I01160M M04E - so MR CODE S MULL a ffma 00 DOTWCLR6 CN KL F MCM IFMLr1 ALL IIOOFeI PROVIDE CONOl1[ OI%AIN SLAGIG6 AT ALL >s ID. All A" OVID*NMNae All If !MACH FACE OF SRO. L MALL DRAINAGE F'IF' * A 111000 ALL BAMMW 1114LLMl AW AiPO RAeeWIN 11LAI . MUM TO SIM PR, *0 INSTALL rwr N 5461011Q PEc"" IIOOHl AREA TABULAUM NAM FLOOR AREAS SQUARE FM MX BASEMENT FLOOR Vr .345 SF FIRST FLOOR 3,895 SF SECOND FLOOR 1,780 SF Bonus Room 6: ")EX+- U- -Wke 675 SF TOTAL FMLSHED AREA ( Wo Bormn) 9020 SF OTHER AREAS GARAGE 1,032 SF MAIN LEVEL BALCONY /DECK 175 SF OTHER AREAS TOTAL 1.207 SF TOTAL ALL AREAS 10,227 SF - - �, •qtr. A^r r Y 'r5't .4: �* S Y� �r ;�. kd .. 00 Y'l eR - �G AA d 1 'u, Y 4- Fi 0, . 4 y� G 4 r � � y:9 A ny; w tV 1 AYv �a T uq ' a.r Y ARCHITECIUMDE".' GROW, 8MG10NR04 %S "v . INDIANJ1pO A IMANA 46368 FAX 317-471 -im 317 - X71 -19p0 , ISSUE: DATE: DRAWN BY; CHECKED 9-C.. MM - MCG` ACCEPTED: COMPU'T'ER FILE: DATLP. C: /[yMIG/ /GRENA281 06/30 /97 Use of Documents Drcrair- . *a cations. Mel otfor *o*oft- Drepared by the Architect for this Project vvt kwkw§v is of the ArchRecCs urvice for use sol* wisp , *ped fo this Project and shall not be used on other proje;h or OMtions to this Project 1 WaA *Mm wmwl" and due compere bw to the Mthi wL Scope Drawings r"w &OWVW Indicate the 9e1Meral loo" of Nw 111,00d in term of ommectural design rw --pt. the *renew*, of buldin the mnajor ardatectlyd dsrir - and.. % some oases, the St�ural. m6d+onicd, drli / or electrical WAN= Do ftwmp do not Rf "Inf* indicate or describe ON WA negLlirod for NO W and the completion of the rlquhe1"el is Of the Coetraet.' On the basis of ft Hie wd save i iliceNd sir the trade contnoctors ftl furnish al ilwe regtlired: for dw Proper execution and owmietion of the work. 45 t OL" Zion Road Zkx a 46062 1-765-482-49W J lu a � W (D Iwo C M! r 0 W U04 cr► Z Q� C O a Cd J (L ..StiC 0'' Z fR > 4.0 0 0 CC F .0 C: 0 a 0 0) 0 Z Cd �. . 0 0 CO U. W �- W Cn . CERTIFIED BY SHEET NO. A201- 00600.9 A^r r Y 'r5't .4: �* S Y� �r ;�. kd .. 00 Y'l eR - �G AA d 1 'u, Y 4- Fi 0, . 4 y� G 4 r � � y:9 A ny; w tV 1 AYv �a T uq ' a.r Y t } i