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22.215.2 - Foundation Plan, Section and Notes5TRUGTURAL/FRAMIN6 NOTES GENERAL I. STRCTJRAL DRAMS SHALL BE USED N CONJM TION WITH AWATECTICRAL, MECHANICAL, EIEGT2ICAL, AND SHOP DRAYlIH6S. 2. THE 60VE R M BUILDING CODE FOR THE DE516N AND CONSTRICTION S THE MAS5ALH1JbETT5 STATE BALDING CODE (8TH EDITOR). 3. THE GENERAL CONTRACTOR MALL PROVIDE A HNNLM OF SIX (6) SETS OF SHOP DRNNN65 FOR TE FOLLOHI% ITEMS: (5TR)CTLR4L STEEL AND PIE FORCING STEEL), FOR APPROVAL BY THE BG11ER BEFORE NOW BFbINS IN THE AFFECTED AREAS. 4. TIE 6ETERN. CONTRACTOR SHALL NOTIFY THE ARCHITECT OR STRUCTRAL. EN6NEER, A MINIMUM OF 45 H9JR5 MOT INCILDNG MEM' ERX AND HOLIDAYS) PRIOR TO ANY AND ALL 51TE OBSERVATION REOIIRED PER TIE CONTRACT OR PER CONTROLLED WW TRCTION. GONVENTIONAL WOOD FRAMING L ALL COAENTONPLSAMN LUMBER FRAMING MEMBERS'_ CAU BE SPRUCE - PALE - FIR (A5 6RADED BY NGA). NTH A MINIM"4 SPECIFIC, 6RAVTY = 0.42. MINIMM PROPERTIES TO BE N ACCORDANCE KITH THE LATEST EDITION OF TE' NATIONAL DE5I6N SPECIFICATIONS FOR MOOD COk TRllCnON• AND WITH THE FOLLOWING MINIMUM GRADE STANDARDS. TYPICAL UNLESS OTHERWISE NOTED, A JOISTS, RAFTER5, 50.1E AND BUILT-UP BEAMS AND LINTELS-, NO. 2 OR BEi1BL I1t3=8T5P'il, E=1,4000(XR51) B. HALL STIV5, 51.15 AND PLATE; NO. 2 OR BETBt O93=6951`51, E-1,400pOCPSO C. 50LIP HOOD 1`051S NO. I OR BETTER IFC=TOOP,X, EI3000001,50 D. BRD5M5 RCGKIN6 AND NAILER55TID 6RADE. 2. ALL PRESERVATIVE PRErnRE TREATED LUMBER TO BE 50J3ER44 YELLOW FINE NO 2 OR BETTER 3. ALL'MCROLW AND LVL' MEMBERS 5NAL. HAVE THE FOLLOM* HINHAM PROPERTIES A E = 1,90000 PSI 8. FB=2,600 PA G FT - I,650 P51 D. PC (PERPENDICU.AfU = FA P51 E FC (PARALLEU = 2EW P51 F. FV = 285 PS 4. ALL HORIZONTAL RARALIAM' MEHBHR5 SHALL NAVE THE FOLLOY4FG KN14N PROPERTIES: A. E - 2AA70000 P51 B. FB = 2,900 P51 C. H = 2250 P51 D. TO (ERPENDICAM) ='SO P51 E PC (PARAIJEL) = 2,900 P51 F. FV = 290 P51 5. ALL VERTICAL CMCJ.LAM' MEMBERS SMALL HAVE THE FOI-1011 S MINI" PROPERTIES: A E = IyoOp70 RS1 B. F13= 2,400 P51 C. FT-I,R5i0 P51 D. PC O$+PEDICLLARI - 650 PS E. FC (PARALLBJ = 2500 P51 F. FV = 230 P51 6. ALL TFBBSTRAND MEMBERS 54ALL HAVE THE FOLLOVI NS, MN14M PROPERTIES, A E = 1300000 P51 B. FS = LIDO PSI 7. FOR ALL NON-COWENTIONAL LUMBER Of LAMINATE VEffiR LJF E>ER, I-J05T5, ETP, TIE SIZES ARE BASED ON THE PROPERTE5 STATED ABOVE. IT 15 TIE R5PCHEEILITY OF THE 6ENERAL CONTRACTOR TO VBFIFY AMD ORDINATE ANY 5UB5TTUTON5. NON.GONVENTIONAL LUMBER SHALL BE HANDLED AND INSTALLED IN STRICT ACCORDANCE NTH THE MAW) ACNRERS SPEGIFICATIO 5. B. UNLESS OTHERWISE NOTED, ALL NAILING AND FA5TENIH6 SEAL- BE N ACCORDANCE TO THE 6OVERNNG BALON6 CODE 9, ALL HOOD N CONTACT NTH CONCPETE OR MASONRY AND All. MEMBER! EXPOSED TO HEATHER OR MOISTuPE SHALL Be PRESERVATIVE PRE55.RE TREATED ALO (ALKALINE COPPER OJAT) ON ALCOROAWE HITH TE'AMFMCAN HOOD PRESERVERS A55XIATIM STANDARD Cl'. 10. ALL LI,MEiR AND FLYHOW NOTED N TE CONTRACT DOCUMEMS AS FIRE RETARDANT TREATED (FRT) SHALL BE 50 TREATED N ACCORDANCE NTH THE 'AMERICAN WOOD PRESERVE55 AY'OCAnat 5TANDARD5 C20 AMD C2 P AND EACH PIECE Wa BEAR A UL. LABEL IWIGATIN6 9.CH TREATMENT. 11. AIL NOMPRESIFE TREATED HOOD SHALL BE KILN DRIED TO A MOISTURE CONTENT OF N PERCENT OR LESS FOR LUMBER AND 5 PERCENT OR LESS FOR R.YNOOD AM 05B BEFORE INSTALLATION AMD PRIOR TO THE APPLICATION OF ROOFING AND FIN15HE5. 12. DOJB.E FLOOR JOISTS SHALL BE PROVIDED UNDER ALL PARTITIONS OVER 3 FEET LOG MICA RLN PARALLEL TO THE SPAN OF TIE FLOOR JOISTS. B. ALL POSTS SPL. BE 1VERTC/4LY) BACKED T ROLsH THE FLOOR CO67FXTION AT ALL LEVELS, TO THE TOP OF FONDATON YAIL CR SUPPORTING BEAM EE -OH THE POST. M. All SM MALLS, TSARP15 AAD NK�EF4P^ SM:: wr CINE 4' CF U+ "S 2V itC 3_TSTE VET EEN 571105 AT MD -HE" -. 4D A- �- w w� AnApHEV' OF (/ZSE 5 Ca.A-r+'S. Fi%TRCS, APPLIANCES, Erc. Ul_FYi � KOTED. EtYKK#HG SIZE TO MAYOR SMD SIZE 5. ALL CONGEALED SPACES OF HOOD STUD HALLS, ALLUDING FURRED PARTITIONS, ARE TO BE 3LOCKEDDFIRE5TOPPEI?XRAFT5TOPPED AS REQUIRED, AT TIE CEILING AND FLOOR AND ROOF LEVELS, AT CONNECTIONS BETYEEN HORIZONTAL AND VERTICAL 5PACE, SUCH AS SOFFITS OVER CABINETS DROP CEILINGS, COVE CELNG5 ETC, "TNN CONCEALED `FACES BETYEEN STAIR 5TRIN6EL5 AT THE TOP AND BOTTOM OF THE RN AND NTH NON{GMBYnEE MATERIALS AT OPBNIN55 AROUND VENT PIPES, DUCTS, CHIMEYS 4 FIREPLACES AT TE CEILI% 4 FLOOR LEVELS. 16. RAFTERS SHALL NOT ME CUT OR NOTCHED TO ACCEPT KNEE 114115. RAFTEL5 5HN2 REMAIN FULL OEM AND THE TOP OF THE HALL SHALL RECEIVE TAPERED D-000% OR AN ANGLED TOP PLATE FOR ATTACHMENT TO THE RAFTER;TYPICAL VN -E% NOTED. H. ALL OTHER FRANNG MEMBER, SILL NOT BE NOTCHED, CUT OR ALTERED N THE FIELD N LOUT THE SPECIFIC APPROVAL OF THE ENGINEER. 16. 5TIWTWAL HEADERS, BEAN6. ETC, [LESS OTERM5E NOTED, SHALL BEAR ON THE FOILO"NS: A DOUBLE HEADERS SAL BEAR ON 04 HOOD POSTS. 13. TRIPLE 1EAVE S SAL BEAR ON 4X6 HOOD POSTS. C. STEEL BEAMS SHALL BEAR ON 3 V2' OD. STEEL PIPE CALMS. A. HERE REWRID BY THE CONTRACT DOaMENf5, ALL METAL CONMEcTOR5 FOR HOOD COSTF%TI N, INCLIDIN6 BHT HOT LIMITED TO, JOIST, BEAR AND SADDLE HANGERS, POST AMD Ca" BASCS. AND CAPS, B CCI%,, HOLDWHNS, HI16E CONNECTORS, AND STRAPPIN O, SHWL BE NOT -DIPPED 6ALVANZED METAL SHAPE', A5 MWUFACTIFED BY "51"'5014 57ROY TE COMPANY, INC.' AND BE ATTACHED AS PER THE 'SIM'SON 5T 71E' SPECIFICA- OS. 20. ALL BOLTS, HAILS, 5OREE, CONNECTORS ETC. EXPOSED TO W15MZF WATER OR N CONTACT WITH PRESERVATIVE PRFjRJRE TREATED LUT£ER ARE TO BE STANI.E55 STEEL OR IDT DIPPED 6ALVANIZED. 21. BEARN6 PLATES SHALL MATCH OR EXC® THE MM OF ALL BEAMS THAT BEAR UPON TEM. 22. ALL ROOF SHEATHING SHALL BE 5/8 NCM APA RATED PLYWOOD 5HEATHN6 40120 PANES OR 05B PANELS OF EQDPL OR GREATER STRENGTH AND 5fiPLE55. LEE EXRYNIFZE I PANELS, EXCEPT IN.: EXTERIOR 6RADE PLYWOOD PANELS FOR STARTER STRIPS ALONG EAVES AND HEN LOG CONSTRUCTION DELAYS ARE ANTICIPATED. APPLY PAME5 HITH THE LOG DIME SON PERPERMOAAR TO THE RAPIERS, JOISTS, OR TR65M AMD CONTUXJU5 OVER TMD OR MORE 5PAN5. NETALL PANEL CUPS ALOE PANEL ENDS BETMEEN EACH RAFTS JOIST, OR TRF,. ATTACH PANELS NTH 8D COMMON NAILS AT 6 HOES ON CENTER AT 91PPORTED PANEL E06B AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. LEAVE 1/4 MCN AT ALL PANEL EDGE JOINTS AND l/B INCH SPACE AT ALL PANEL END .OAT'S UNLESS OTHERNI5E RECOMMENDED BY THE MANUFACTURER 23. ALL FLOOR SIEAT41,15 SIAL BE 23/32 INCH APA RATED 5TIRD-I-ROGR'. 24 OC, TON=M AND GROOVE, PLYWOOD PANELS. LEE EM709M 1 PLYWCD PANELS, EXCEPT IME EXTERIOR 6RADE PLYHOOD PALE'. OR J.M. HIRER CORPORATION ADVANTFCH BRAND PANELS HIEN LONG C45WMIGTION DELAYS ARE ANTICIPATED. APPLY PANELS HTE THE LOWS DIMENSION FEfBBNDICU.AR TO THE JOISTS OR TR55E5 AND CONIINOUS OVER TWO OR MORE SPANS. ATTACH PLYWOOD PANELS BY GLUE -NAILING AS FOL 006 A SPREAD 6LUE IN ACCORDANCE HATH RECOMMENDAnOS OF 6LUE MANUFACTURER AND lW5TRY PRACTICE B. 5TA6CER ED JOINTS M EACH 9X.G®M6 ROH LEAVING UB INCH SPACE &lVE1N ALL flD AND E06E JOINTS, HCIL OIN6 TONNOE AND 6ROOVE EDGES. C. COPL.ETE ALL NAILINi OF EACH PANEL BEFORE CLUE SETS HRH ED RN6 - OR SCREH-SANK NAILS AT 6 NCFF5 ON CENTER AT EI PPORIED PANEL HOSES AMD 12 ACNES ON CENTER INTERMEDIATE SUPPORTS. 24. ALL ORIENTED STRAND BOARD (058) AND PLYHOOD SAL BE APA PERFORMANCE RATED AND SHALL BEAR THE APA PERFORMA CE SPECIFICATIONS AID RE6157ERED TRADE MARK 25. LEAD HOLES FOR HOOD SCRB'S AND LAS BOLTS SHALL TE DRILLED 1/5 OF RIE $HSM: DIAMETER FOR THE DEPTH OF SHAW EMBEDMENT T AND 7/8 OF TIE THREADED PORTION DIAMETER FOR THE DEPTH OF THE TREAD EMBEDMENT. 26. AT LOCAT 0 5 HERE THERE 5 NO FLOOR FRAMING AT ANY TYPCAL FLOOR LEVEL (AT OPEN AMA AND OTHER AREAS GREATER TIER I STORY) THE MALLS SHALL BE CONSTRUCTED MITI PAL HEGHT STUDS NENEVER POSSIBLE. 27. AT LOCATIO16 MNL# THERE 5 NO FLOOR FRM M AT ANY TYPICAL FLOOR LEVEL (AT STAIR %1F75 AND 51MILAR AREAS AND TIE STEP GAN NOT BE RAL HEIGHT, THE LOSER HALL 15 TO 8E CONSTRUCTED 50 THAT THE TOP PLATE 5 RUSH NTH THE PLYr1OCD DECK BEYOND AND THE HALL ABOVE S TO BE CONSTRUCTED DIRECTLY ON AND PA5TEWI? TO, THE LOVER HAL. TO RATE WOOD I J015T5 (W.I. J015T5) L ALL NL J0515 SHALL BE TJI/PRO J015T5 A5 MAN,PAGT.RED BY ")55 JOIST MAGMLLAN' OR APPROVED EQUIVALENT AND INSTALLED BY TIE 6EERAL CONTRACTOR AS PER TE 7RL65 JOIST MACMILLAN FFEGIFICATIOS' OR APPROVED EQUNALENT. 2. ALL DE516N5 SHALL BE PREPARED N ACCORDANCE NTH 6E19M NOTE 02 HEREIN AND BE SUBMITTED TO THE EN161NEiR FOR DIMENSIONAL REVIEW AND RECORD PJRP05E5 ONLY. 3. THE 6CVEPNIN45 EULDNG CODE AND THE ARLHnEGTJRAL, 5TRCTLRAL, MECHANICAL, ELECTRICAL, PLUMBING, AND FTS PROTECTION CONTRACT DOCUMENTS SHALL BE PREFERRED TO FOR DETE RMINUG DEAD AND LIVE LOAD REMIREhENT5. ARCHITECTURAL CONTRACT DOGMRITS SHALL BE REFERRED TO FOR EXTENDS AND LOCATIONS OF OCCUPANCIES. SHOP DRANNIN% AND CALCILATIOl6 SHALL INDICATE LOADS PHICH MEMBERS HAVE BEEN DE516fED FOP, DEFLECTION LIMITATIONS ARE AS FOLLM6: A 1.440; TOTAL LOAD. B. L500; FLOOR LIVE LOAD (HTCUT CONSIDERIN6, THE COMPOSITE ACTON OF THE 6LWAIAILED SHEATHN6) G. L/5 0,P OFLIVE LOAD. 4. SUBMIT W.I. J015T DE516N OCaUENT5 MICH SHAH INCLUDE NL JOIST PROPERTIES AMD LOADING AND A DIMENSIONED ERECTION PLAN RDICATING TIE LOCATION OF EACH TRJ55, ALL OF NEIGH SHALL BEAR TIE STAND AND VONATLRE OF A PROFE550NAL 5TRIC1I)RAL 1945INEER RE615TE RED IN THE STATE N WHICH THE PROJECT 15 LOCATE. 5. THE ARCIITEGRFAL, MECHANICAL, PLUMBRG, ELECTRICAL, AND FIRE PROTECTION CONTRACT DOCUMENTS SHALL BE REFERRED TO FOR LAYOUT AND OONFIaRATION kCYd11RENABTS HOT 50OIW ON THE STRUCTURAL CONTRACT DOaMEN15. ADDITIONAL KI -115T5 `.FAL BE PROVIDED UNDER ALL PARTITIONS OVER 3 FEET LONG, MACH FIN PARALLEL TO THE SPAN OF THE NJ. JOISTS. 6. H.I. JOIST FLAN6C5 SHALL NOT BE NOTCHED, CUT OR ALTERED. HOLES IN NJ. JOISTS MESS SHALL BE CREATED IN ACCORDANCE HITT THE MAMFACTIRERS REMIIREMENTS. 501L GONDITION5 AND 5TRUGTURAL FILL I. ALL FOOTM65 SHALL BE CARRIED TO THE DEPTHS 5HOH N AND DEEPER, IF REQUIRED, AND SHALL REST ON IW51VRDM 501L HAVING A SAFE FEARING PREYIFE OF 30000 P5F. IT 5 RE-OOMMENDED TAT THE ONER HIRE A 6EOTEGNICAL EIYNEER RE15rTERED IN THE STATE, TO ENSURE THAT THE ABOVE REWREMER5 ARE MET, THIS OFFICE 5 NOT QUALIFIED TO DETER4INE 501L BEARRIG CAPACITES OR 91391RFACE PREPARATION. 2. NO FOOTRY SMALL BE PLACED ON FROZEN SOIL OR IN 51AWM HATER 3. STRXTLRAL FILL SHALL BE WNL &RACED 13AW RAN, SCREENED OR CRUSHED 6RAVEL, AID SHALL BE PLACED IN 8' MAXIMAM LIFTS AID COMPACTED TO 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY A57M DI551. 4. PROVIDE A MINIMUM OF 6' (OR 6RFATER F RE-(XIIRED BY THE 6EOTECNICAL RCHER) YELL COMPACTED, CLEAN, COARSE SAND AND 6RAVEL UNDER ALL MADSi ON SPACE AFTER THE TOP 501L HAS BEEN REMOVED. WOOD ROOF TRU55E5 I. HOOD TREY MEMBERS, BRAOIN6 MPLRARY AND PERMANENT), AND 6046CTI05 SHALL EE DESIGNED BY THE MANUFA4MRER AND FABRICATED AND ERECTED IN ACCORDANCE HITH TIE LATEST EDITIONS OF THE FOLLO"NG. ALL DE51615 SHALL BE PREPARED IN ACCORDANCE WH GENERAL NOTE 42 HEREIN AND BE SLELTITED TO TIE ENIIEER FOR DIMENSIONAL REVIEI AND RECORD RRP0.=B ONLY. A WOPA'NATCNAL S'E(.IPCATON FOR HOOP COM57RKTI0N' AND -SUPPLEMENT - D6101 VA11E5 FOR HOOD CONSTRICTION' B. ALTc'TMBER CONETREGTION MANUAL' C. TPI 'DES6N SPEUFICATOS FOR METAL PLATE CONNECTED HOOD TRJ%EF D. HTCA &RAGING HOOD TRFIU, COMMENTARY AND RECOMMENDATIONS' 2 IR55 MEMBER, MACRS (TEMPORARY AND PERMANENT), NT), AND CONECTION DEIGNS SHALL BE MODIFIED BY THE APPLICABLE FACTORS LISTED IN NTL TIMBER CONSTRUCTION MANUAL%9)CH AS E)P09JRE CONDITION, FIRE RETARDANT TREATMENT, DURATION OF LOAD, ETC. 3. THE 60VERRN6 BALDING CODE AND TIE ARCRTEGTI,RAL, STRCTCRAL, MECHANICAL, ELECTRICAL, PLtMBUG, FIRE PROTECTION KITCHEN AND EMAP ENT CONTRACT DOOUENT5 SHALL BE REFERRED TO FOR DETERMINIWi DEAD AND LIVE LOAD R.EWREMENT5. ARCHIIGCTRAL CONTRACT DLCIMEN TS S W.1. BE REFERRED TO FOR EXBTS AND LOCATIONS OF OCCUPANCIES. 940P DRAMWf AND CALCUAT05 SHALL INDICATE LOADS MACH MEMBERS HAVE BEEN DESIGNED FOR. DEFLECTION LIMITATIONS ARE AS FOLLOW A L/240; TOTAL LOAD. B. LD360; ROOF LIVE LOAD. 4. WHY SHOP DRANN65 H9CN SHALL IWN.UOE DIMENSIONED INDIVIDUAL M666 MEMBER CO 166 RATIONS, VB43ER LOADN6 AND 51ZB NTH AOCOMPANY645 HOOD SPECIES AND LUMBER GRADE, TEMPORARY AND PERMANENT DRAONG REGUREMENT5, CONECTIM MTE TEAR A950GIATD SPECIFICATIONS AND A DIMEN5IOED ERECTION RAN WrATIN6 THE LOCATION OF EACH TRIGS, ALL OF WHICH SAIL BEAR THE STAMP AND 516MTURE OF A PROFESSIONAL 5TR11GTUPAL BGIHEER RE615TERED IN THE STATE N HHCH THE PROJECT 5 LOCATED. HOOD TRUSS SHOP DRMHN65 HILL NOT BE REVIEYED LHYL THE ENSURER REGENES A CERTIFICATION FROM TIE TRUSS MANUFACTURER STATEN& THAT IKY HAVE R52TIED AND REVIEYED A COMPLETE SET OF CONTRACT OFAMNS5 AND 5P5OPCAT0!G'. 5. ALL METAL COUNECTORS FOR TR15E5, NGLIARG BUT NOT LIMITED TO; TRIES WWER5, HOIDDONb, SEISMIC AND NAME ANCHORS AND STRAPPING,, SHALL BE HOT -DINED 6ALVAMZED METAL SHAF!5 M MANUFACTURED BY 514FSON STRONG -TIE COMPANY, RNC.' AND EE ATTACHED BY THE 6E FRAL CONTRACTOR AS PER THE 'S"`504 5T1W TE' 5PEGIFIcanOS. All ROOF T1965E5 SHALL BE ATTACHED NTH SEISMIC AND NRRCAIE ANCHORS SUITABLE FOR THE TESCH UPLIFT VALIE. 6. ALL TRUISSEN NOTED N THE CONTRACT L� AS FIRE RETARDANT TREATED (FRT) SHALL BE 50 TaA'F_NAGG�NANCE IIN'I, TI=E'AMEPXj41 WY!+FaSG - ASXDCIATION,517AWARDC20'AHD F Y Ps=E 5JLL EER A VL LAti' INC`CAIC- SKI TRSA E . ACJ MOD SHALL BE DRIED TO A M O5TF_ CONS- OF H F- LB,, OR LESS BEFORE INSTALLATION Ax iRIOR TO THE APPLICATION OF ROOFRIS AND FIN DES. 7. THE ARCHTECMRPL, MFfAW4CAL, PLUEIN,ELECTRICAL, FIRE PROIKNON AND BXAENT CON'RACT VOCAME NTS= -HALL BE REFERRED TO FOR LAYOUT AND CONFI6LRATION NOT 5 O H 0, TIE 5TRIGTIRAL CONTRACT DOCUENTS. 6. CENTERLINES OF INDIVIDUAL TRU%MEMBERS 94AL AL16N AT JOINTS MD OVER 9PROR15 OF DUE CONSIDERATION SAL BE TAKEN BY HE TRIr6 DBI6NER TO ACCOUNT FOR ANY ELGETRCRY. 9. YEB CONFICHIRATIO5 90M N THE CONTRACT POOH NT5 ARE NOT MNDATORY, MX56 50 NOTED MD MAY BE ALTERED NTN THE APPROVAL OF THE 13451NE3R TO 9JT THE HA.N )FACT)RERS 5TAWARO5 OF TRANSPORTATION REOLIREMEN5. 10. TRIES MEMBERS 5ALL NOT BE NICHED, a3T OR ALTERED N THE FIELD NITH711T HTE SPECIFIC APPROVAL OF TIE E151NE R. II. TRUSS LAYOUTS ON SECTIONS AND FRAMING PANS ARE SCHEMATIC. REFER TO TRIES LAYOUT AND DETAILS PROVIDED BY THE TRLFh W WFACTF I6NHR FOR FINAL LAYOUT AND (DETAILS. FOUNDATION I. FOCi1116iFQADATION DESGN EASED ON A MMNAM 501L BEARING CAPACITY OF 3DOO PER. 2. ALL HOOD FRNAM (SILL RATES, FILGR SYSTEM, MALS, ETCJ TO BE ANCHORED TOTE FOUDATCN HITHV NCH DIAMETER BOLTS PLACED SX FEET ON CENTER ND NOT MORE TAN 12 INCHES FROM CORNERS. BOLT5 =SHALL EXTEND A M141KH OF 5 11,101.5 INTO K16OKY OR EIGHT WA E5 INTO CONCRETE. 3. A PERIMETER 5111 SEAL SHALL BE PROVIDED UNDER ALL EXTERIOR 511-1.5 OR HALLS ANCHORED To CONCRETE 4. BLJJEAD SIZE 94ALL BE DETERMINED N FEED. 5. FOMDATO MALLS SHALL EXTEND AT LEAST EIGHT RCNES ABOVE TE FFFAED 6RADE HERE R A9T5 TIE FONDATIM EYCEPIYDN WERE EXTERIOR MASONRY VE ESR 5 VSD, FaWATOI MALLS SHALL EXTEND A MNMLM OF FOUR NOES ABOVE THE FINIS® 6RADE, 6. ORAN5 =TALL BE PROVIDED AROUD ALL CONCRETE OR MASONRY FOUIDATIOE ENOI5IN6 HABITABLE OR USABLE =FACES LOCATED EE'JTI 6RADE EXCEPTION A DRANA6E SYSTEM 5 NOT RF0.1FIE) WEN THE FOUDATON 5 INSTALLED ON MEL -D RAIMFD 6ROLW OR 5AW, RAAVE. MXTXT SOILS ACCOi TO THE UNIFIED 501L CLA5S,McAnON SYSTEM 6RA.P 1. GONGRETE I. ALL CONCRETE SHALL ATTAIN A MN"IM COPRE99VE STRENGTH A5 PALOVS, AT 28 DAYS, A B45e'Vff MALS f FOhDATIO 5 HDT EXPOS TO VEATHER) ZOD PSI. B. BASEMENT f NBRIOR YA85 ON HPADE 2`,AO P51. G. BA$EEIT, FOUNDATION EXT. f OTHER HALLS EWO=FD TO YEA11%3OCO P5I D. PORCHES, STEP$, CAR PORTS f GNUCf 5LAB IEXPOriED TO W+TEP) 3$00 F51 2. ALL REI FORON6 STEL SHALL BE LB9RE) SANG CONFORMMG TO,IA'M Ab5 GRADE 60. 3. THE FOLOV`G HINM.M COVER SHALL BE PROVIDED FOR REINFORCBiMT: COW.RETE A6AN5T TIE EARTH 3' FORMED CONCRETE EXPOSE? TO EARTH OR HEATHER #5 OR5MALLER IV #6O LARGER 2' COCRFTE NOT EXPOSED TO EARTH OR MEATIER' CEIaS KNLL5 1/, 4. ALL CONCRETE NJRK AID DETAILING BALL COSi.Y MTN THE LATEST 5TI FICATOS AND RECO?HDAT1016 OF THE AA. 5. ALL CONTTYYlX RINFORLNG BARE SHALL L BE LAPPED 36 BAR DIANELRS AT SPLICES AND AT CORNERS UNLESS OTHTNSE NOTED TERLNATE CCNTNLIO5 BARS AT KN-LOWIWO6 EDS NTH STANDARD NOOKS. 5TEEL L ALL SttRCTRAL STEEL SHALL CONE'O H To A5TN AP92 GRADE 50 FXLET THAT H55 SECTOS SHALL COFY,PJN TO ASM AXED 6RADE B. 2 BOT5 SHUN -1 CONFORM To ASTM A32% AMD =SHALL ME 3/4' DIAMETER 3. ALL SHOP AMD FED MEDNAS SHALL LE PERFORMED BY AN AVIS CEPTIPD VEI-VE2 4. ALL FJPO5M STEEL SHALL EE HOT IIP?' GALVANIZED. 5. STEEL HEADERS, FOR LNTR5 SHALL COH5-T OF THE FO-O"NG: (FOR EACH 4' YIM OF BLOW M AWNRY OPBTW5 W TO 4' L4 X 31/2 X 5A6 "A60MRY CFEMT65 4'70 6' Lb X 3 1/2 X SAS DE516N LOADS L TDL46N LIVE LOADS ROOF 40 BMF (.CRFT "ERE APPLICABLE) FLOOR 40 r F 2 HND LOAD 100 MPH EDPOJUPE B, 3 5ECOD SST FIRST FLOOR 3T'-0" L 6'-0' 1. 31'-0" B 51.1 rr--- 4" GONGRETE 5LAB w/6x6xl.4xl.4 WWF ON 6 MIL POLY VAPOR BARRIER d 8" GOMPAGTED GRAVEL. -. N #4 ® 181O.G. (18" LONG) I" RIGID IN50L. 2" RI61D IN5UL. -----------------------Ll:s•VJNG. tKCZOLY1&LL PJC t] Cz-- J 4'-O" MIN. BELOW FIN. GRADE 1 2'-0' 13'-0' 9'-10" 9 2X6 FLATEE Y2" VA. X15" LC"16 (8" MIN. EMB) ANCHOR 5OLT5 WL/ I11ASHER5 If NJT5 P T'RO'JGH BTM. 2 PLATE5 ®6'-0" C.G. AND WITHIN 1'-0' ® CORNERS WATERTAELE I Z APPROX FIN. 6RADE -2:2X6 P.T. PLATE I" RIGID INSLL. - (NOTCHED TO FIT) -----' ' r--------- ------------------- -CONCRETE F.01"JD. I I (5EE 5TRUGT) z - DAMPROOFIiY ��o BELOW GRACE I I G1' -DRAIN('- REOV) a I I I I O \ 0 o Ig t NEXCAVATEIDID j ju1 O I OCD Z 6 O OCD g1v - I I I v I I O IL l i k!) 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I ---------m Q i 4" GONGRETE 5LAB w/6x6xl.4xl.4 WWF ON 6 MIL POLY VAPOR BARRIER d 8" GOMPAGTED GRAVEL. -. N #4 ® 181O.G. (18" LONG) I" RIGID IN50L. 2" RI61D IN5UL. -----------------------Ll:s•VJNG. tKCZOLY1&LL PJC t] Cz-- J 4'-O" MIN. BELOW FIN. GRADE 1 2'-0' 13'-0' 9'-10" 9 2X6 FLATEE Y2" VA. X15" LC"16 (8" MIN. EMB) ANCHOR 5OLT5 WL/ I11ASHER5 If NJT5 P T'RO'JGH BTM. 2 PLATE5 ®6'-0" C.G. AND WITHIN 1'-0' ® CORNERS WATERTAELE 4. 4 0 _- -- PEPII IETER '- 60i1�PETE FOOTING 11. _ �1 III ^I UNCISTURBED SOIL -u OR 5TP.UGTURAL FILL FOUNDATION SECTION 1/4'M = LIN 12'-2" N FOUNDATION PLAN 1/4" = LIN DATE DECEMBER 23, 2013 DRAWN BY: DEY contact(Phpcide5lgn.com CHECKED BY: HPA PATH: 20130164 -DI S I PIO 20130164CD5 SCALE SEE DRAWING REVISIONS: # DATE DESC. A 12/23/13 155 FOR FOUND. PERMIT ii -Z' --:--.--MPA Design, Inc. ❑A i 200 Stonewall Blvd, Suite 5 Wrentham, MA 02093 508.384.8838 (T) 508.384.0483 (F) contacto hpadesign.com www.HPAdesign.com DWD ENGINEERING, INC. 5 MICHAEL ROAD, E. BRIDGEWATER Tal. (508) 378-9602 Fax. (503) 378-2922 Z APPROX FIN. 6RADE -2:2X6 P.T. PLATE I" RIGID INSLL. - (NOTCHED TO FIT) -CONCRETE F.01"JD. LLJ (5EE 5TRUGT) z - DAMPROOFIiY f BELOW GRACE 4LL 3 G1' -DRAIN('- REOV) a LU m 4. 4 0 _- -- PEPII IETER '- 60i1�PETE FOOTING 11. _ �1 III ^I UNCISTURBED SOIL -u OR 5TP.UGTURAL FILL FOUNDATION SECTION 1/4'M = LIN 12'-2" N FOUNDATION PLAN 1/4" = LIN DATE DECEMBER 23, 2013 DRAWN BY: DEY contact(Phpcide5lgn.com CHECKED BY: HPA PATH: 20130164 -DI S I PIO 20130164CD5 SCALE SEE DRAWING REVISIONS: # DATE DESC. A 12/23/13 155 FOR FOUND. PERMIT ii -Z' --:--.--MPA Design, Inc. ❑A i 200 Stonewall Blvd, Suite 5 Wrentham, MA 02093 508.384.8838 (T) 508.384.0483 (F) contacto hpadesign.com www.HPAdesign.com DWD ENGINEERING, INC. 5 MICHAEL ROAD, E. BRIDGEWATER Tal. (508) 378-9602 Fax. (503) 378-2922 DOMENIC V;. DeANGELD STRUCTURAL NO.35062 P These dra,I"s and speclMcation5 were prepared for Use at the location Indicated hereon. Publication and Use Is expressly limited to the Identified location. Pe - or reproduction by any method, In whole or in part, Is prohibited without the written perml5slon of HPA Deslgn.©2013 SHEET: 12J "R O JOB NO. 20130164 1 (L O \ ju1 O OCD Z 6 O OCD to O IL l i k!) z l,') Q ~ O DOMENIC V;. DeANGELD STRUCTURAL NO.35062 P These dra,I"s and speclMcation5 were prepared for Use at the location Indicated hereon. Publication and Use Is expressly limited to the Identified location. Pe - or reproduction by any method, In whole or in part, Is prohibited without the written perml5slon of HPA Deslgn.©2013 SHEET: 12J "R O JOB NO. 20130164