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HomeMy WebLinkAbout0002 IRVING AVENUE (16) ZrJ1 1, n- va. r I i SMEAD No. 10339 smead.com Made in USA PROJECT D NAME: n ADDRESS: PER HT# C� PERAHT DATE: 0 (� M/P: �0 CP rP ) LARGE ROLLED PLANS ARE IN: BOX f l i SLOT Data entered in MAPS program on:. BY: q/wpfiles/forms/archive •' gfi'�f:r.. � d � I" 5� � # r { s,� � `s .: t � . F n �� ,E.�„ zy r t �. r?,' y:"` ,a,�,'a. �,a. „�. a WPM F t a 44, F fl ✓ Y' �FF�/�'� � � t�• � � � ;,t M-z �y7 r- !If( 1 iS f M y.'. Y t V� � Y4'.2 a S' s `� r*RO . S'',,.. vy .'.�w n ,.!'�Su.R PROJECT NAME: ADDRESS: 0-n n i,S 12D T-4- h b M PERNIIT# PER UT DATE: LARGE ROLLED PLANS ARE IN: BOX SLOT Data entered in MAPS program on:. 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GrJ -MAWR RYt PAW OM UHWU t RVAM M I I _ y • 1 ' EX{8TTI6 RETAMMG WALL -TN OF w S RCAI.Rt a - I FOOTMG BEYOND f. AS MOTW - L SEGT101N A-A: { FLOOR PLAIN: vr. • I ' ]REVISED !4 JANUARY 2010 A L 1 ( i • i µ L14 R • I { PROPOSED i 4 -NEW*- MAINTENANCE FACILITY FOR HYANNISPORT CLUB 2 MARCHANT MILL ROAD p. HYANNISPORT, MASSACHUSETTS - � e TfTTFFFFFnTFM ARCHITECTS BROWN LINDQUIST FENUCCIO &RABER ARCHITECTS, INC, 203 WILLOW STREET SUITE A YARMOUTHPORT,MA.02676 i TEL. (508)362-8382 FAX. (508)362-2828 CONSULTING STRUCTURAL ENGINEERS ALLEN &MAJOR ASSOCIATES, INC, 100 COMMERCE WAY WOBURN,MA.01868 TEL. (781)935-6889 FAX. (781)935.2896 - '_ CONSULTING CIVIL ENGINEERS BAXTER NYE ENGINEERING &SURVEYING BID SET 78 NORTH STREET,3RD FLOOR HYANNIS,MA.02601 AUG20, L^008 "< TEL. (508)771-7602 FAX. (508)771-7622 '�°`�� T- V x 8 �p$g� • STAMP; 0163 - pOE' " ABBREVIATIONS SYMBOLS SCHEDULE OF DRAWINGS AB . ANCHOR BOLT {. HGT. HEIGHT �---�-- NORTH ARROW - A.F.F. ABOVE FINISH FLOOR N.M. HOLLOW METAL TI TITLE SHEET SECTION INDICATOR r ACT. ACOUSTICAL TILE INSUL. INSULATION LETTER IN TOP HALF OF CIRCLE AA PROJECT DATA SWEET ALUM ALUMINUM INT. INTERIOR �, INDICATES THE SPECIFIC SECTION C-1 SITE PLAN _ ANOD ANODIZED JT. JOINT THE NUMBER AND LETTER IN THE C-2 SITE DETAILS BOTTOM HALF INDICATES THE DWG. ` ® AT LAG. LAG BOLT - No. WHICH THE SECTION APPEARS All FLOOR PLAN 4 _ BSMT. BASEMENT LAM. LAMINATE- ROOM FINISH SCHEDULE -ay BIT BITUMINOUS * 45.5 NEW SPOT ELEVATION- AI.2 ROOF PLAN a LAV. LAVATORY - A2.1 BUILDING ELEVATIONS O. BLK BLOCK 45.5E FJCISTING SPOT ELEVATION L. LENGTH A32 BUILDING SECTIONS 7 - BLKG BLOCKING MFR. MANUFACTURER �-i 45 NEW CONTOURS - A4.1 WALL SECTIONS Z • BOTT BOTTOM ' M.O. MASONRY OPENING /`✓45 a EXISTING CONTOUR A4.2 WALL SECTIONS/DETAILS LL' '-B.O.W BOTTOM OF WALL. MAT. MATERIAL A5.1 INTERIOR ELEVATIONSLEVEL LINE OR WORKING POINT - N U - - A5.2 INTERIOR ELEVATIONS . BM - BEAM .. * MAX. MAXIMUM ��—— COLUMN-COORDINATES 4 REFERENCE `-A6.1 DOOR DETAILS 4 SCHEDULE/ Q - - BLDG BUILDING MECH. MECHANICAL ll GRID LINES WINDOW DETAILS 8 SCHEDULE Z CPT CARPET MIN. MINIMUM •-U <o E-I ELECTRICAL PLAN/REFLECTED g ` CSMT CASEMENT MTD. MOUNTED IDI ROOM NUMBER CLG. PLAN _ ` - - CK GAULK(ING) NO. NUMBER DOOR NUMBER 50.1 .STRUCTURAL SCHEDULES, m Q 8 .w. - ., CLG CEILING NON. NOMINAL AO WINDOW TYPE LEGEND AND-0R.4WING INpEX - g _4; - 8E s - CLO5 CLOSET N.I.C. NOT IN CONTRACT 50.2 STRUCTURAL NOTES 4.SPECS. _ /MR ®-- WALL"TYPE 50.3 STRUCTURAL NOTES, SPECS. - aB COL COLUMN N.T.S. NOT TO SCALE - ■B • - _ F ABBREVIATIONS CONIC CONCRETE O.C, ON CENTER 9 " - - 5L0 FOUNDATION PLAN " CMU CONCRETE MASONRY UNIT OW. OVERHEAD INTERIOR ELEVATION NUMBERS 52.1 ROOF FRAMING PLAN CONST CONSTRUCTION OPNG. OPENING o A6.1 6 INDICATE ELEVATION NUMBER 4 S3.1 FIRST FLOOR STUD LAYOUT ' LETTER INDICATES THE.DRAWING AND BRACING PLAN CONT CONTINUOUS PNT. PAINT WHERE THE ELEVATIONS ARE - - 54.1 .FOUNDATION DETAILS - - CJ CONTROL/CONSTR. JOINT PTO. PAINTED 7 LOCATED - 54.2 FOUNDATION DETAILS r 55.1 FRAMING DETAILS CTSK COUNTERSUNK PNL.' PANEL QI REVISION MARK 55.2 FRAMING DETAILS - ' - DET DETAIL PART. PARTITIONF-- DIA DIAMETER PL. PLATE �—+ CONCRETE - PLAN-0R SECTION • DIM DIMENSION PLAS; PLASTER - L�. - /J_� VWj • DR DOOR P.LAM. PLASTIC'LAMINATE BRICK - PLANS OR SECTIONS '• - - - U +m O = ` DH DOUBLEHUNG PLBG. PLUMBING Q - R + W J c,CONCRETE BLOCK PLANS O U DRWR DRAWER PLYWD PLYWOOD SECTIONS - ' DWG(5) DRAWING(S) P.T. PRESSURE TREATED PLYWOOD - • W U J U) .. DF DRINKING FOUNTAIN Q.T. QUARRY TILE ' DW D15HWASHER LARGE SCALE" z L� 0 REQ' REQUIRED ... -. - D STEEL - _ ELEC ELECTRIC F.ELECTRIC(AL) _ RE REFIGERATOR �. ROUGH LUMBER Z O O EL. ELEVATION - - REV. REVISIONS - Lu z � 16— ' ELEV. ELEVATOR R. R15ER ` FINISH LUMBER z Z U O • EMER. EMERGENCY R.D. ROOF DRAIN t - , INSULATION- RIGID - - Q Q W . EQ. EQUAL' - RM. ROOM } U) EXIST EXISTING'' R.O.' ROUGH OPENING cYXY.SXY1 INSULATION - BATT - - _ y OR.EXG. SECT. SECTION - - - • -' `�j Z A • E.J: EXPANSION JOINT SCHED. SCHEDULE EARTH - Z N } EXP. EXPOSE[) SPEC. SPECIFICATIONS - DRAWINGS COMPACT GRAVEL REPRESENTATIAMATIONAL ONLY F, _ . EXT. EXTERIOR - SL. SIDELIGHT DO NOT SCALE - - FIN. FINISHED STD. STANDARD WELDED WIRE MESH DRAWINGS .T , • - - - x - F.A. FIRE ALARM ...- 54P SNELFBPOLE PROPERTY LINE " ' - • F.B.O. FURNISHED BY OWNER STL. STEEL. , - - F.E. FIRE EXTINGUISHER SUSP. SUSPENDED CENTER LINE - F FL. FLOOR(ING) THK. THICK - TITLE: . FLUOR. .FLUORESCENT T45. TOP4BOTTOM FT. FOOT T$G TONGUE4GROOVE •, o FTG. FOOTING T.O.P. TOP OF FOUNDATION FND. FOUNDATION. T.O.W. TOP OF WALL • - - PROJECT DATA FURR. FURRED(ING) T. TREAD - _ - SHEET A GAS TYP. TYPICAL - GALV. GALVANIZED UNFIN. UNFINISHED - G.C. GENERAL CONTRACTOR V.I.F. VERIFY IN FIELD MASS,ARCH,ACCESS BOARD _ - y y _ GL. GLASS/GLAZING VIN. VINYL DIMENSIONAL REQUIREMENTS AS APPLICABLE - GR. GRADING VCT. VINYL COMPOSITION • - - DATE ISSUED:, PULL SIDE LATCH SIDE AUG ZO•ZUOB GWB. GYPSUM BOARD TILE •� w PULL SIDE �PULL SIDE � LATCH 91DE ate;« 17— REVISIONS: HDBD; HARDBOARD WC. VINYL WALL COVERING - HDWD. HARDWOOD WC. WATER CLOSET b - HVAC. HEATING, VENTILATING, 4 W. WIDE/WIDTH )• Y "LO0"' Q . AIR CONDITIONING W/ WITH ,,,,",",a WDWR. HARDWARE W/O WITHOUT n PUSH SIDE 5LIDE SIDE PUSH SIDE PUSH SIDE W.W.M. WELDED HIRE ME514 WD. WOOD MY kg�— - - DRAWN BY: S.KHALIL/BD PROJECT#: C•0018-08 - -. DRAWING NO.: ' • - / V < • / P "' ----- CON5TRUC WNNOTES: GENERAL NOTES ec \ MV..p'17T x 24.5 1.)THE INTENT'OF THIS PLAN IS To DETAIL PROPOSED WORK 2f 1.ALL MATERIALS AND METHODS SHALL C0INFOPoLI TO=S, ` •C( 25:9 i 'OUSTING Y DEPARTMENT'STANDARD SPECIFlCATKI FOR HK<TMAYS AND BRIDGES' 2 ALOCUS AREA S COMPRISED OF: �'1 ;;, T-`• / %1/ METF7t PIT FROM LATEST EDITION. - ) -STING 2:2'.Y TEE 2.ALL STRUCTURES TO BE H-20 LOADING. - , PORTI IN OF BARNSTABLE ASSESSOR'S MAP 288 PARCEL 031 . "ti •• / .,J1 '\ I - OWNER: HYANNSPORT CLUB . - 2J OUSTING 2-WA '9 J.. 2 IRVING AVE - �n smMCE PaaPosm HYMINTS PORT, w 02847 .. _ -�� , ' s..• cares'. I <?�„ _ t' (1�. • RUN-2Z2 _k gas. Rnb s�o»s,4o N/F Nra+QIsvORT c!-uQ - CERTIFICATE OF TITLE NO. 7265 < 12•WV 1&2-�""e - f L.C.PLAN 12084 A ISM I OF a) L.C. PLAN 18925 A ' f• li HYAN�Nf3 FJ08RNG g p6 z?spy. 3.) ZONING INFORMATIONCURB . Y � s ;/• e • r :1 /�/" arms ; 4 ZONING dsTRocr RF-1 ; ' x 2 s �' • OVERLAY DI AP STRICT AQUIFER PROTECTION MI NIMUM IIIMUM CURRENT ZONING. I REQUIREMENTS - r a M1 E , G � 79 JG 2 • I MINIMUM_ N AREA:43 60 S.F. �•o�i� V I � .5 S MAP - " Scale:1 ��ae:! 2� 5 MINIMUM u' FRONTAGE:20' v 1 � x' Rob x OSED 2 x2'x1'TEE - ,55 ggg 21A / � Mni 1'<C(IflB STOP < 9h e25.g PROPOSED 4 x E ,. .• " . MINIMUM WIDTH: 125' r. \ r.P.F.g 7NO^ r PUNT• \' R6.SOOYS / PROPOSED 1'`X7LTER ( TEE FRONT YARD=30' SIDE&REAR YARD = 15'- w METER Ic ) SFRMCE 2z.z 4.) A TITLE SEARCH WAS NOT DONE FOR THIS SITE;SHOULD ONE METER `•R pp' un 48 a.a L,�� 000-�249 - _-_____ x 3. - .BE REQUIRED R SHALL BE Pl]NFYIfiAIED 8Y OTHERS. . m r NK 4.9 01Q, 24.4- f0' ' n 44I11 M ] ' a pC,3 �Np yy(�, zzv S.) THE PROPERTY LINE INFORMATION SHOWN IS BASED ON , 2 i 2.e4Cq,pQ �2a. 4.�GROUi4O ' + _ .6''• - - - CURRENT AVAILABLE CORD INFORMATION EXISTING TING ,', OF PLANS. CERTIFICATES AND DEEDS. THE . cnRACE 7 +' x zn., 223 �� 3�v AN TANK 231 •'25)I # OWN FEATURES GROUND FIELD SURVEYEPERPoRMED OBTAINED�BYMBAXIERLt.GMT To•°A �/ 23.9 va ,Y____---� � _ - t • NYE ENGINEERING&SURVEYING ON DECEMBER 13 .. THRU DECEMBER 15, 2005. �hS Al - 'I�pv M, -,•' /k8''3:] ( /F RELOCATE�i/ll�, I 't' PLAN REFERENCES: M PLAN BOOK 117 PAGE 35 CART Pe • ' 1 II PLAN BOOK 64 PAGE 11 T p 23.7 PLAN BOOK 289 PAGE 9 7 2 � .PLAN BOOK 85 PAGE 35 LAND COURT PLAN 18925 A _ Yd• - I PETITIONER'S PLAN 18925 A .lj y�, parts j r I i� LAND COURT PLAN 12084 A < - - ,'T• -�1 p(O NC241, /Oaf74( I _= NIF NVANNI3PORT yLUB nb I / 0.G pE LG PLAN 19925jA , zs'I ' f a / ' / /./ .e.e - 6•) COMMUNITY PANEL NUMBER 25A001 0008 D LL p zG5 \-4.,, a �) �� I . JN . 1•a. -- THE 8&AID (L IV)NCE RATE MAP DEFINES THIS AREA AS ZONES.. - . x 2 3.z / ) q J / .:f,. E:aSpNG Y'x2.M.7fE�. (E - $I '�,�: POOP s.r ''pps po _ ETOST1No t•C I9 Ufla STOP 1 s'• - / �., / 7) WETLAND DELINEATION PERFORMED BY SAMUEL HAINES OF ENSR,< ?I�f7f_ n& ` / , / ON 11-15-07.INTERNATIONAL ON 12-14-05 AND DONALD SCHALL OF ENSR / z�Q _ lowd) PROJECT BENCHMARK: DATUM NGVD 1929 x / / RM 14'•,FIRMSONNET MAP T 0001 TRAN D 3� 31.27 .9,' // W STORE HYDRANT BONNET BOLT O ENTRANCE OF 3o z.N 4'OF STOVE EDsnrJc 1•SERMCE � /" '. -:/ �`, - ... HYANNISPORT CLUB AND HIVING AVE EL =66.68'r �'� CONT PNQ �Ft1D �s ➢RBSN l / _ TBM: = MAG NAIL SET IN PAVEMENT(SEE PLAN) • a - N A0.AISi \ n'fR - _ - 0 7 S �O ' c'1°.0 -" ' / 9A 8.] T 8 p Y { �NF/0 -tic "�"'' ¢` �,7A A „•. "3., CggAT£((NC.DOp ,22.ti \ _ / / ,' 9.) LWL INFORMATION SHOWN HEREIN- . 1�I y •ynn� -�✓' .'12' T, - H00y,Fc / -_,ld. /�/ // s� 05POREr POLE LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND • JS �.'1�• -'1 O ]gi.z 20•e »sp. / / , / B MUST BE VERIFlED IN FIELD BY THE CONTRACTOR AND APPROPRIATE ' ' I x 2M15 .� E' Y _, 2IJ y ryt� / )83 / / ✓ . UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION. --\`. f CUT AaD. /4 ;j `/'v�` 29., DEMOLMON NOTES< i 2n 7 %�a G i\ '<' o / 21.SCARnGE // - 'Y a /O ODOR M �: / � ' / \\ _Try. •` , 1.) EXISTING METAL BUILDING AND FOUNDATION.TO BE RAZED AND ` Yy .. . I/��t o , ?.5 / o' \ /i // DISPOSED OF OFF SffE.au' - 0.6 1_yNC BviDpp EUE.T F p�, / '/ // A•t/ r IF7 1 2) EXISTING FUEL TANKS(BELOW AND ABOVE CRATE TO BE REMOVED 0.1 OF/E /CARACE / BRUSH D OFEOERALO OF IN R ULATIONS.ACCORDANCE WITH APPLICABLE I:OCAL, STATE •.•t I, 1iF 2.4 ; �I 269 Apy7M '�z1.0' I \. < i / as .g < .r " .. co FNo 1' p2 I ` I 9 M1 A "q't1q 2' ''09 / z9'� s �� ✓ 'n n - d) EXISTING BITUMINOUS CONCRETE TO 13E DISPOSED OF OFF.SITE. '• • L:' „ '� : i I V (BRRN)' 1`' '/' i'' - / / _ 1 •"4, - _ 1 24-1 �, q _ zz.s i,` 1`. / DO NO/•CURq'SIGP / / // e ,f 4...EX METAL BUILDING HAD TWO BATHROOMS.AS PER SAS-BUILT R0 DATED q ImsmNO Yx2txt•TT]! / / ff'xF 6 TED 1971. z6.a .n / , r '% O 00 `�w EDSRNG,¢•apt STOP, //;", . / 9J- / '•5 j MarchanYs Mill(toad TP In' ' o ��. � / / •% / �" � . � � R11.6 Hyannis Port,Massachusetts A / , f 9 / .2 1 VA/TN nso 166' � X,,11.9 '� , O O'./ 4 id PREPARED FOR , STIN�2'sERYlCE TO/ ,/� 9/; Ak Hyannisport Club , i7FNN15 AgUTY, x 10.7 eJye xF 7/�8-7 - aVlc AWc ,11/ 'TRUE 23.3 R- I p % DQ.\5/ , U' AL ' Proposed New Maintenance Building 0-6 e3.1 AL / Ak AL' STONE PARKING AREA / 14.7 '14 1q� 09.7 Allla BAXTER NYE ENGINEERING&SURVEYING >(23.0 / I w' x 12.3 ; / 86RUMNO VEGETATED 1N I / 9 RM`C23.1 4.3 REANG t ere ditfessiona lEn Engineers dLand rs u rveyors At 78 North 3rd FoorHyannis,Massachusetts 02601 Phone 'M . w.G ne-508 771-7 502/ - ( Fax-50> ) 8 771-7622 do p; R »F„ nB-a MARCHANT'S MILL 4T rz 3'' Q ' 20 C 0 20 40 ' tz.e x 9.0 -.--- POND SCALE IN FEET 7.0 ilIG SCALE: 1'= 20' �Qg FG/STIP�4 2 ` 8y2.,Tj"B-4 a SS�oNAIj ' 1/ G ' 4 svr /1e RL46E aTTR SERVICE OErA1s DATE: 4-23-08 .- 10.4 \\'1 0'9q N/f NYANNISPORT CLUB '\ \ \'� \' 66. / ••�50 n s'n 2 SNI ff0 RAKE NOIFS/ACO R/AV R AtSIR00N5 �1 L.C.PLAN 12084 n(SN 1 OF a) 12.tY.' ,•a A ` 41 _- 9.9 \ BG ; 1g 1 Oup 6 A .7 i \ � AL A 1 SO!/TAD RL1pFTgTIR 0 1 ' / \7, �]"�.\ N0. BY O1TE REMARKS { 1 G. \ • -i ���"9s \4 7.9 }�' g \ •<s., ORAADAT Ag1YBBT _---- DESf ` 3 91 x 9a �.3 � 1 1' �•\'� 0: 2007 2007-063 CML\ GN 2007-063PB.dw �_ "`` • � •� 4 2007-O6J t LFACHme .. N1IMOEN LOADING LIMITATION: . N4 SOL LOOTS DATE°043-08 P4%008 COMMFRCAL: 30 LOCKERS BONSTABLE: x 20 CPD/LOCIDR SOIL EVALUATOR: GUARD OF HEALTH AGENT: TOTAL DESIGN FLOW='600 CPO STEVE WILSON, P.E. DONNA MIORANOI,R.S. ex� TEST PR 1 TEST PR 2 TEST PIT 3 TEST PIT 4 PERC RATE: <s TONG/I11C11 (CLASS 1) m�aMa�ar I4 0• G.S.E. -23.8 0• G.S.E. 3;6 0• G.S.E. =23.0 0• G.S.E. _22.5 LIAR-0.74 OM/S.F. raw.m F•^nMv, 1 GF CA REOI ' AD; IOYR 2/1 SANDY LOAM AD;tOYR 313:SAW LOAM AP:IOYR 3/2:SANDY LOAM IOYR 3/4;SANDY t.OW ow GPO/O. GPD/a.Fa 61o, S.F MEN, .... g 10• I6• e• B• . B; IM 4/6:SOW LOAM B;IOW 6/8:SANDY LOW B;1DR1 6/6;SANDY LOAM B;1M 4/3:SANDY LOW 8 ftOW DffF1150RS °rT° .'8f1.°•`.a'009 uo�•°O.1 u'Hg63p; 4• 18• WITH 4'OF SIOME ON SIDE,4°OF'SLDNE AT ENDS 9.A SID(;WALL AREA.(so'+12)4 x 2'DEPTH=272 SF• B°. .R °;w�O,m,°.7r.. ROTTOEI AREA: (5B'x 12' 67 SF ° ,''Da' fe B°P; R S•••'e c o rMre I- IMSRam OG7¢IMK•IMp C;low 5/8;MEDIUM SAND C;TOM 6/8;MEDIUM SAND C; IOYR 6/6;MEDIUM SAND C;10YR 5/6;MEDIUM SAND )-� °O •o a:tea IOOIT1m AID OOPACRD ALL InEIMtIw r - TOTAL EFFECTIVE LE4WNG AREA= 944 SF a IV:R o e o° O O ° Nx m ON=VITALIST O O IIONE AND 144•(ELEV 1L8) f44•(ELEV 11.6) 144' ELEV 11.0) 132•(ELEV 11.5) SYSTEM DMW CAPACITY m 944 SF x 0.74 GPD/SF=698 CPD b i w. gBo°° o o' °08Cl a3 TANK SIZING:SOO GPD x 20OX=1200 GAL ° rMIAu r�nwam Apoc°a�� . USE 1600 OAUAN TANK MIN.(W COMPARTMENTS) a Au°�rIIl11°°OM+NLFH,wnAde ' - t., - ' oa7ra'""eat .�.a!w'o r soTx EASE CIMPAOTL t'.>.-:�' YtttAl tIi[e" _ mUeaaoe - >•.:r.cr•d...;::^.::A;-JAL• ra ro - #.�l,I. A rt IWAVS IOIIMII IIIAAg11R A 01 . .. LE ) . •A0.`�'U'p�":?of.: . a emllm vAwar emox N.1tA . :..- MtTROGBI LOADING lrARfATION; NA - - DI®. .- y;d',.,'c 'r Aa>a•P . NO WATER AT 144 (ELEV 11.8 NO WATER AT:144 f1EV 11.6 ND WATER AT 144 fdEV 11.0 NO WATER A 132 M 11.5 I.NMII EnImR PRO'/.4 RATS aIARL Nor TTIIRLr .,axa..a,l'n - PEW O So*(EL£V f8.8) PE Rc O 66•( 1b.1) COMMERCIAL.'(TWO BATHROOMS) MURm OA'MAx)1xN NmrID Nnlr As Nmxxv ' RATE=<2 MIN/IN ,RATE=<2 MIN/IN CLASS I SOIL CLASS I SOIL TOTAL DESIGN FLOW='300 GPD "'"'"�' °V •.MPA4Tm YlIADE PERC RATE a <5 MIN./INCH (CUSS 1) .; . • - - LIAR m 0.74 GPD/S.F. FIFEOAST CONFEM CUB GW) rs MIN LEA. .AREA OF SAS,R RRE1T r� En1AllOUB CONCNETB PAYIIENf SECTION KM � GRAVEL PARKM SE07M xrs 300 GPO/0.74 GPD/SX. =405 S.F.MIN.. 4u �L�TAIL 4ts ®STATE .ALES. OQTAIL - _ ` POSED SYSTEM 2-PRE a ETE Flow mFFusORs` CONSTRUCI7ONNOTFS: WITH 4'OF STONE ON SIDE,4'OF STONE AT ENDS I.ALL'YSRFL COMPONENTS SWILL BE RINsrALIID N ACCORDANCE 4 SIDEIYALL AREA:(24'+t2)2.x 2'DEPTH=289 SF - - WITH TOLE V OF THE STATE SANRARf CODE DATED MARCH 31. AREA: (24'x 12')� v 2A11 SF.� „I�., :. IIIs.As AMENDED TTTaOLIOx THE DATE OF 11A5 FUN,a ANY , TOTAL EPT'ECTIVE LEACHING AREA= .432 SF - '.• - - LOCAL tunas a REGULATIONS APPLICABLE - + r - SYSTEM DESIGN CAPACITY=432 SF x 0.74 GPD/SF-320 CPO .. - - E ANY CHANGE To THE PLAN MUST LIE APPROVED IN WRITING BY INS ENGINEER.• TANK SIZING:.320 GPD x 20DX-640 CAL ti WNnxrT EN PRIOR AP VAL Bar THE EENGINEER.MUST NOT BE CHANGED USE 1500 GALLON TANK MM (TWO COMPARTMENTS) - _ - I , xFUTH ACLIrr AND ENGINEER NOTIFY BnRo OF3,WHEN CONSTRUCTION IS OeIExND+D . i - -� • - .. * FOR INSPECTION. • - • - • - 4.ALL SANITARY DEPOSAL SYSTEM PIPING To BE 4•SCHED 40 PVC.UNLESS OTHERWISE NOTED HERON. _ I.EXCAVATE INSURABLE MATERIAL AS NOTED.70 THE'C HORIZON-,FOR A HDRR.DISTANCE OF W SURROUNDING THE LEACHING FIELD.AND REPLACE WITH CLEAN SAND PER 310 CMR • - r �•++. I&M TO 1HE TOP ELEVATION OF THE SAS • •'�:':� �'• 6.I SURATE ALL PIPES AGAINST FIRFEDNO AS RE0UNE0 WHEN DESIGN SCHEDULE (ADMINISTRATIVE OFFICE) ELEV Tp ION DESIGN SCHEDULE (STORAGE) ELEVATION e' LESS THIN 3•of cam. 7. �: THE CONTRACTOR SMTLL CDWACr M SAFE PT EXISTING FLOOR 21.6 PROPOSED FLOOR - 23.0 ^, I-'s'T•'16 f• - I-MS-LAC-•SAFE),DAD UTILITY CDM PM To LOCATE ALL SEWER INVERT AT FOUNDATION 19.2 SEWER INVERT AT FOUNDATION - 19.0 , I 24• I EXWM ununEs.AT LEAST 72 HORS BEFORE THE START OF SE:WE:R INVERT INTO SEPTIC TANK CONSTRUCTION.TIE CONTRACTOR SKALL OETERME THE EYACT 19.1 18.8 ' - _ ..A unDAu��THE HORQSTART OF Air WAmc.THEY AND LOCATION OF ALL OF, SEWER INVERT O F SEPTIC TANK 18.8 iNV T O SEPTIC TANK - 18.5 � � � � � � � DUSTING uNOERcrIOLIHo LITI17nE5 ARE SIIOWIN N AN APPROxIUATE SEWER INVERT INTO DISTRIBUTION O 18.6 SEWER INVERT INTO DI TRIBU ION 0X - 1 B.3 PLAN OF CONCRETE FLOW DIFFUSORS+ WAY ONLY.DAY NOT BE LIMITED TIT THOSE SHOWN HEREON AND NO SCALE HAVE HST BEEN INDEPENDENTLY VERIFIED W THE OWNER OR ITS SEWER INVERT OUT OF DISTRIBUTION BOX 18.4 SEWER INVERT OUT OF DISTRIBUTION BOX 18.1 REPRESEIMTTVE THE COHTRNCIOR AGREES To RE FULLY SEWER INVERT INTO LEACHING SYSTEM _ SfORAGE BEMDWG REPR°Ns�FOR HE AND"LL wAGREE WITCH°Fart BE 18.0 SEWER INVERT INTO LEACHING SYSTEM 18.0 - - OCCASIONED Br THE CONTRACTORS FAILURE ro LOCATE THE - ' BOTTOM OF LEACHING SYSTEM _ 16.0- BOTTOM OF LEACHING SYSTEM A 16.0 ': - - - - - A^' INFORMATION,TLY IF >�INFORwSHALy. PLAN ' NO GROUNDWATER OBSERVED TO ELEVATION NOR"THE ENGINEER 11 0 NO GROUNDWATER OBSERVED TO ELEVATION 1.0 - - IMMEDIATELY FOR PossELE REDESGK AT UTILITY CRosMNcs,VERIFY N FIELD THE LOCATION/INVERTS OF QECTIC.GAS. - 4, _ . TELEPHONE&DATA/0DW AND RHDCATE N CORn=w WTM PROPOSED INVERTS PER THE ENGINEERS DIRECTIM THE . - - CONTRACTOR SINE PRESERVE ALL UNDERGROUND MUSES AS 4 ^f6 UNfiS e �t2' - r :;;- . •^ MarchanYs Mill Road Hyannis Port,Massachusetts PREPARED FOR Hyannisport Club PLAN OF CONCRETE FLOW DIFFUSORS TIRE OMCE ewDBrc Proposed New Maintenance Building TYPICAL SYSTEM PROFL NOT TO SCALE D AREA OVER S9,110 SYSTEM IS UNPAVED,MANHOLE COVER& � - � � - BA XTER NYE ENGINEERING&SURVEYING PROPOSED OFFICE&SMRAGE BGBDINGS FRAMES ARE NOT NEEDED. ADJUST CONCRETE COVERS TO 6• BELOW FINISHED GRADE Registered Professional Engineers and Land Surveyors Toot E GR+DE) MANHOLE FRAME AND 78 Noah Street 3rd Floor,Hyannis,Massachusetts 02601 MTMIILE CORM Q FRAME 3,g'- f}I• -><"> FRyID cR1GE ORm VW 2l.ok 1 y FI/SI4D GRADE 00 D,B0r.21A! �A�B ® MW � Lna+rc SYSTEM-22o t one ( 1 75 Fax 71.:-. STONE Ph 77 F - E F UNDER PAVBAErIf) FWASHED .,, (To 6E MMI) B•(�)cover .. 2• mh VAS' 4•SON.40 PVC .. .....•.. .. .. FIRST 2' 4'SOH.40 we L1// olY( 36•<mm)co+a. 24' v L $ 20 O 20 40 c '•f 10'p 1E� / •SUP 4•SCH,4o PtC I:0rpR7E ElOM DFRtSORS �R EFFECTIVE 12• -,�'..•r` ry fl o o v,i FrkGa .. _ ,�• GA F E FEET 4•D&�1 1 lZl w� DEPTH �y `l{ ¢ ' •'CTYyt.: rn +Tf p. '• SCALE: iSCALE N 20' ` 712. O• O 4' , °ysNo)uL1':TA mHxROE y� .. •T. _ 12 . ' 12 Y 1L•_t LEL fe,o' CONCRE"►eFT LEACHING CHAMBER DETAII. DATE:4-23-08 • 5•yM - (H 20 Lades) . 1,5DO GALLON TWD COM'ARTMENTSEPTIC TANK DISTRIBUTION Box FLOW DIFFUSOR No Glouedxo Ob--d 6 13-11.0• - NO SCALE H-20 H-20 H-20 OFETCE&S7ORACE BUILDINGS t snr t AD mRaraULTax OEfN3 C®2 j - . - NO. BY GATE 1tEMARKS . DRAWM!AMBER 0: 2007 2007-063 CML\DESiGN\2007-063PB.dwO� 2007-063 B A3.1 t o 124'-ll'2n _ 20'-O° IMUM GALLON 17'-B° IT-W 20'-8° 20'-B" 20'-5° 20'-Bo PRECAST CONC. SUMP P17_ 6'-O'S16'-OS°4 N D'-O' 36'-0° I I CAST IRON RA 4° w A O O i ` _ i IIILL. GRATE (2) - ....: TYP OF - - 6 J -- o a OIL TANK cid CONCRETE 12°X24°CONCRETE f PESTICIDE STORAGE U PARTS N WALL BELOW PIER, TYP.OF(4) i CONTAINER BY OWNER GRINDING MECH, z 707 - lO2 104 24'-6° IW-b° 3(,'-0' 6°CONCRETE SLAB EWi X.T. - r 3°HEIGHT CONCRETE Z PRECAST SUMP f -1 v w u oe - CHAMBER - `9 BERM FLOOR DRAINAGE �I ° v ° C U a^ 5"s u u u LL -)� A3.2 = . � SINK/ El C.T. U C.T. G.T. U G.T. C.T. C.T. G.T. .. U G.EYEWASH - 1411 urr en PULL DOWN .. EYEWASH CONCRETE '{600 603A1 300 v L+'C - WALL BELOW STAIR ATTIC m HOLDING N I C N I C N I. '. EQUIPMENT m Q ' 20'-bn ACCESS ABOVE 1 - TANK > ,7. BY OWNER A F - k. ';. '1-I DEB qp of F r uu - 12'-O°xl'-O°WIDE+EI2 17 u 11 DEEPTREl DRAIN C , . i ~ I IIOR CANOPY GRATE AS MFG BY Q .. . REPAIR SHOP — zuRN MODEL NZ812 a�9 SHEAR WA _ c LL .f * 10.1 ' PA VEHICLE STORAGE �r-•')� 108 FLO-TNRU a s 2 C T. ' C.T.i .. ;. 103 C:T. '- C.T. C.T. C A3.2 .ter`. °. LT j COMPRESSIBLE ) N 3'-2" •, JOINT SEALANT _ b Au.SLAB'FLOOR - - _ WATER ITCH a�N.... ♦ 6x6 POST i ' I i_+ ~ H 1- t- METER SEE STRUCTURAL } // 1 U 12'-O°WIDE X ,.n !— . W • `-6° SLAB LIMIT OF OVERHEAD 10'-On HEIGHT, L �'V V CL09ET 51-'4B 12, DWGS. J V) FLOOR _DOOR 1 O n - ..N PEN .. b' 2'OVERHEAD b'-0 D Q - M : - POSITION BERM POS T ON U m m STE L DOO II- " 1- E R ' I 4 _ I , a PITCH _� I U A SLAB 2u I 1 a I i i. i PE ITCH .. /) •J i PITCH i i _ - id2 '-9° W U J Q MAIN 13 ' i SLAG 3" O i ; - ' I WOMENS MEN$ . U ELECTRICAL PANEL I �? I I - i ' ' 12"WIDE CURB CQ o @ ELEV- O Z ELECTRICAL METER m o '09° n S 3 —�T-{T- - ------- —— Z - H SE IO-°= ° 1 10 V.v ° .°0 3 n u ° 04 _ Z O c Z E BIBB ._Bn a- a- H d I �' PI+20H I G.C.T TO SUBMIT SHOP DRAWINGSZZ Q EIGHT,6'CONC. '-B BIBB �_Bu Z �— j •' CONCRETE AP FILLED,HOT DIPPED 20'-O°x4'-0°x6" 6°CON FOR PRECAST CONCRETE SUMP PITS OJaO CONCRETE APRON GALVANIZED STEEL PIPE _ CONCRETE APRON CURB G�.P� BOLLARD, TYPICAL - TO ARCHITECT FOR APPROVAL- Q Q C LL Q- �G F= 15'-0"x6'-O"x6° cc STEP CONCRETE APRON G } Q G.C. TO COORDINATE INSTALLATION Cn w/OWNERS VEHICLE WASH SYSTEM = c 26'-2° VENDOR!OWNER C Z 9'-4" 33'-6" '9'-4° 6'_4n q._4° '_6o i0'-Bn I._4a W N Q 144'-IYZ' FLOOR PLAN A. �j REFER TO ELECTRICAL cOs ' REFER TO ELECTRICAL PLAN FOR REFLECTED CEILING PLAN B INTERIOR ELEVATIONS TITLE: PROPOSED MAIN FLOOR ROOM FINISH SCHEDULE PLAN FLOOR WALLS - ROOM - NORTH' SOUTH - EAST WEST CEILING BASE REMARKS ' '+ REPAIR SHOP (101) CONCRETE FLOOR 1 2 2 1 U.W.B. PAINTED ON Ix3 5 - . DATE ISSUED: STRAPS @ 16-O.C. AUG 20,2008 GRINDING RM. (102) CONCRETE FLOOR I 1 1 2 G.W.B. PAINTED ON Ix3 5 REVISIONS: ' STRAPS @'16'O.C. VEHICLE STORAGE(103)- CONCRETE FLOOR I � � OPEN TRUSSES N/A - gg` O WOMEN' T RM. (105) CONCRETE FLOOR I I 1 1 4 2 _ OPEN TRUSSES + WOMEN'S TOILET(105) CERAMIC TILE 3 3 - 3 3 G.W.B. PAINTED ON Ix3 TILE - STRAPS O 16' D.C. " MEWS TOILET(106) "a CERAMIC TILE 2 8 3 2.6 3 2 6 3 2 E3 � G.W.B. PAINTED ON Ix3 PARTS(107) STRAPS AD 16, O.0 TILE CONCRETE FLOOR 1 4 G.W.B. PAINTED ON Ix3 14 2 I Q 2 I B 2" STRAPS @ 16' O.C. 5 g DRAWN BY: S,KHALIL/BD n FINISH NOTES: � PROJECT#: I. ENTIRE WALL TO HAVE`j�"GYPSUM WALL BOARDI PAINTED. g C-0018-08 2. UPPER WOOD WALL TO HAVE S"GYPSUM WALL BOARD, LOWER WALL TO HAVE G.W.B. OVER P.T. FURRING 4' DRAWING NO.: y RIGID INSULATION PER DETAIL 2/A4.1 - 8f 3. LOWER 48'HIGH CERAMIC TILE ON MR G.W.B. 4. UPPER WALLS @ TOILET TO BE MR G.W.B. w/EPDXY BASED WALL PAINT. $ 5> SEE INTERIOR ELEVATIONS FOR VINYL COVE BASE LOCATIONS, PLACE AT ALL G.W.B./CONC. FLOOR JOINTS. , e//••\A� cr L .. .i.. STAMP: ,�EaEo.wc� • 4 No.t0583 y •. . gNiNSTABIE ,. q 11A�pss'r, CAP S44INGLE5 - GAP FOR VENTILATION CONT. RIDGE VENT AS PER VENT MFWS INSTR ROOF TRUSSES G TYPICAL ROOF WNSTRUCTION /CF B• BY tL1 RVERS(ALL 4 SIDE) TR FLAEXT30HUNDERLAYMENT 3y�FC0WgTE�, ix w 14 %6 COX SHEATHING ON Q ROOF TRUSSES L" —AL.ARCH.BY MFG, of _ 0 AL.TOWER LEG BY MFG. U r „ AL w.BASE BY MFG. LL THRU.BOLTS BY G.C. _(j TRIPLE 2X BLOCKING W/ Z BYb G.G.T UNDER SHEATH = rs V FIBERGLA55 ROOF SHINGLES - - O RIDGE VENT DETAIL �_ g FLASHING BY G.C. Scale: I I/211 = II-0II 0 an �B CUPOLA MFR.BY CAMPBELLSVILLE INDUSTRIES INC. - MOppEL RC-SOB HDDH! 52 ' WIDTH 36' �1CUPOLA ANCPOR DETAIL Scale: NTS o -- -- ---------------- ----— ---- - ---- - ------—-- - Lu U J _------ ---- ------ - - ----- ---------------- - --------------------------------------- r- ----- —'`— -----_ --__-------------- --------_ — Z O Q (n -- ��_ — -------- -- ----- ---- T y w N Z _ ---�----- - -- —_--- Z • — -- - - — ---—_ -------- --- EI ._ TITLE: LIMITS OF ICE 6 - - - _—___— _ —.—__—_ —_—_ -- — WATE 5HI LIMITS OF ICE 4 __ - WATER SHIELD PROPOSED ROOF PLAN DATE ISSUED: -- ----- -- - AUG 20,2008 RAIN LEADER — —. - -------- IN LEADER REVISIONS: RA A 5 A OP o F D ROOF PLAN _ DRAWN BY: S.KHALIIJBD �. PROJECT#: C-0018-08 DRAWING NO.: �3 A1 . 2 L r STAMP: dFR• CUPOLA, TYPICAL CUPOLA, TYPICAL CONTINUOUS RIDGE VENT, TYPICAL CONTINUOUS RIDGE VENT, TYPICAL a ALUMINUM-END - ALUMINUM END GABLE LOUVER GABLE LOUVER ARCHITECTURAL _ _ ASPHALT ROOF ----E5 __ -- -- ARCHITECTURAL w m SNINGL of=--- _ ASPHALT ROOF GUTTER SHINGLES SIDES _ TO MATCH EX. tt PVC PANELS MAINT.BUILDING �S wN-GROOVE ®6"O.C.-PAINTED PVC PANELS + i WHITE VE CEDAR SIDING, \ \` \ @ 6' O.C.-PAINTED 0 WOVEN CORNERS WHITE CEDAR SIDING, W WHITE CEDAR SIDING, Lu - WOVEN CORNERS, WOVEN CORNERS, ' WEATHERING OIL WEATHERING OIL in WATER TABLE PVC WATER TABLE r Z i iCONCRETE PIER ' ' �',- 10°CONCRETE z -ice � ��_________________ _lam FOUNDATION WALL .� �U a o •. Z (-�\NORTN ELEVATION SOUTH ELEVATION mpg SCALE:I/B =1-0 3 SCALE:I/B" E3 A A3.1 A3.1 CUPOLA, TYPICAL Lu CONTINUOUS RIDGE J Q N _ - - --- VENT, TYPICAL co 0 ARCHITECTURAL ASPHALT ROOF J SHINGLES LU U J Q •. _ _ __ -_-___- __ -___ ____ TO MATCH EX. ` ` J � MAINT.BUILDING lJ z O O WVC PANELS - - _ N-GROOVE z (L - -\ /•., @ 6"O.G.-PAINTED Lu z WHITE CEDAR SIDING, O WOVEN CORNERS, - z Z '- WEATHERING OIL PVC WATER TABLE C Cn O°CONCRETE G z i ~FOUNDATION WALL Lu Z- - --- --- --— - ------- -- ----- - -- - ------ - - CV _WEST ELEVATION 2 SCALE:I/B =P-O" TIRE: A3.i A3.1 PROPOSED , CUPOLA, TYPICAL ELEVATIONS ARCHITECTURAL ---_ - -- - --- ASPHALT ROOF - -- - -_-- SHINGLES 12 - -- -—_- -- -_ RIDGE VENT @ NIP ` MA MATCH Ex. 5I--- -- ROOF DATE ISSUED: - MAINT.BUILDING 1 _ - - AUG 20,2008 _ l7 PVC PANELS - - --w/V-GROOVE ALUM.GUTTER REVISIONS: w _ _ - @ (2)51DE5 1" PAINTED )_ VINYL CLAD - IIHIIIIIIIIIII III AWNING WINDOW a, `•� \ \ VINYL CLAD j AWNING WINDOW �1 STEEL OVERHEAD DOOR PVC WHITE CEDAR / WATER—• SHINGLE SIDING, 8 PVC WATER TABLE TABLE WOVEN CORNERS- �� 6 /� WEATHERING OIL , DRAWN BY: ' 10"CONCRETE--�., � I i-CONCRETE PIER S.KHAUUBD FOUNDATION WALL .. � � � ------------- --------------- -----�_, .-L-1_,----- PROJECT#:------------------------------------------------------ -------- - EAST ELEVATION c'00t8'08 � 1 - DRAWING NO.: SCALE:1/5"1-O" A29 l L a __ r a,. * STAMP: Q RIDGE VENT, TYPICAL �a� .• ASPHALT ROOF SHINGLES 12 5 PREFABRICATED WOODEN . ROOF TRUSS @ 16"O.C. Lv n TYPICAL EAVE BOX w. _ - DETAIL' i ai .I WHITE CEDAR �U a^ SHINGLE SIDING S - 2X6 WALL"STUDS ,. pU .. TOP OF WALL "I I ' @ 24"O.C.-TO I iB ELEV. 27-00 ALIGN UNDER' FACH TRUSS PROPOSED GRADE PITON SLAB 4" REINFORCED PVC WATER TABLE - YES N - - ELE V RIE �., --� ,CONCRETE SLAB TYPICAL ' 6"TO DOORS - - . _ o SLAB ELEV. 23'-00" _ m ! - PROPOSED GRADE EV. 2-O6 EL - . 10'CONCRETE • 'y"• I FOUNDATION WALL BOTTOM OF FOOTING,. }- N ELEV. 1 -2 \ - - it W — — — - CONTINUOUS CONCRETE FOOTING, W-BOTTOM 4'-0' v i MIN. BE O GRADEca O , - W J < U J) r Q Z �e zLL Lu Q C) o z ASPHALT ROOF SHINGLE _ :.. a .. •, R a f 9"KRAFT FACED BATT - - PREFABRICATED WOODEN _ - e INSULATION - 12 SCISSORS TRU55 @ 16"O.C. 7 PREFABRICATED WOODEN 5 ` - - ROOF TRUSS TITLE: -. TYPICAL EAVE BOX—_ - DETAIL / I2 I - - I / 12 W GL B. TYPE"X" r A UMINUM HALF ' �TRUSS BEARING ON I IXS STRAPPING i ROU�I{�D GUTTER - BUILDING - I I COLOR WHITE AT SECTIONS 5 ° " v. I (3) IDES /8._GWB. TYPE XI i KRAFT FACED I - CEILING ON Ix3 -- DOOf HEADER:. BATT INSULATION STRAPPING - m WHITE CEDAR GWB. TYPE"X" ON 2x5 @--16'O.C-1 - - m SHINGLE SIDING I I 1 2XG WALL STUDS DATE ISSUED:I I `9 I - " @ 24"O.C.-TO I^—LIMIT OF HIGH LIFT BAY ALIGN UNDER - AUG 20,2008 I I I OER HEAD STEEL LEACH ROgWALL - REVIS- IONS: ELrV 5EE PET. B/A4.1W TEL BOLLARD ED 1 5LB ELEV. (23'-OO") CONCRETE SLAB 6" REINFORC CONCIRETE APRON . ., SLAB 10 10'CONCRETE I W-On 1 . < FOUNDATION WALL IY" RIGIDS.IWALIUBD J INSULATION DRAWN BY: BOTTOM OF FOOTING n I o; ELEV. 15-2 PROJECT#: \„ ^\ — — �I C-0018-08' CONTINUOUS CONCRETE DRAWING NO.: g FOOTING, BOTTOM 4'-0" - + 8yy MIN.BELOW GRADE ®g O EGTION Al 1 L 0 - STAMP ABLE END TRUSS, + DRAG TRUSS OVER SHEAR - • 4•o SHEAR WALL BELOW !•- +'GABLE END TRUSS e HIP TRUSS @ 241 D.C. 5CIS5ORS TRUSS®24'O.C. - p . I _ HIP TRUSS @ 24.O.C. .. A.2 PREFABRICATED WOODEN - — ROOF TRUSS @ I6°O.C. ALUMINUM LOUVER-TY . I L 1 1 ASPHALT ROOF 514INGL S - - 1 PREFABRICATED WOOD N ROOF TRUSS @ 16' O.C. 1 5/8,GYPSUM B 1D. 1 ,1 1 O12 n " - 5 • CLG.-PAINTED -,,I _ • 1 12 • U 3 e— TRUS5 BEARING a �' e 6• 1 - i __ — aas Z 5/8"GYPSUM BD. 1 OPEN TRUS5 CLG. - - 1 i CERTAIN TEED TRIPLE -' .. CLG.-PAINTED (, 1 THIS AREA 1 1 4°CENTER VENTED 1 ( 2 - WHITE CEDAR • f... I , 1 I _ 1 - VINYL SOFFIT(WHITE 1 1 Q SHINGLE SIDING WALL STUDS _ 1 J°IPLYWOOD WALL @ 24"O.C.-TO 1 °G.W.B., PAINTED SHEATHING ' ALIGN UNDER � � �°G.W.B.; PAINTE EACH TRU55 , ' P OF WALL ELLEV. 27-0o 1 PROPOSED GRADE ;. •.1 - � 1 •.7, i I ' - z - n BOTTOM OF ELEVr ,U 2FOOTINGti _. :. 1 - 1 J Iox- U •____ ' \•____�i \•_ -- W U J Q ! U a _ I< 00 z Z _ _ G, FCTiCN— TT 00 - ARCHITECTURAL ROOF SINGLES ' - - Y' .. + _ Q cf)� z PLYWOOD ROOF SHEATHING f; "o. N z - - _ PRE-ENGINEERED:ROOF TRUSS@ 24°i O.C., • - 16 —P.T. 2x4's @ 10,O.C. , 14"HOOD BEAM "° - ' -. •. _ .,. -, SEE STRUCTURAL"bWGS, - - .' 1 - " .:TITLE: HURRICANE RAFTER TAIL - CLIP - - ' , WHITE CEDAR (SEE STRUCT.) SHINGLE SIDING, IX6 NAER ;;. . - a. IL WOVEN CORNERS BUILDING , - - ��.. •S CTIONS TRUS5 BEARING P.T. 5/W CDX ; ALUM. DRIP EDGE - PLYWOODWRAP 15# FELL _ Ix6-PVC BAND - PAPER - , Ix3.PVC ON IXB PVC FACIA BOARD _• LCERTAINTEED; TRIPLE P.T.6°x6° WOOD - 4° CENTER VENTED • - POST -DATE ISSUED: - VINYL SOFFIT(WHITE) IX6 4 IX8 PVC SOFFIT W/ - AUG 20,2008REVISIONS: - - P^ PVC PANEL 2^CONTINUOUS SOFFIT p NON GROOVE) 'VENT W/SCREEN `9 IX6 PVC TRIM'BOARD iv B 8° ALUMINUM °Z^ FLASHING. t `r THICK PVC PANEL W/ °V-GROOVE°@ W O.C. - DRAWN BY T. , ALUMINUM"Z° FLASHING S.16iALIUBD • BOTTOM OF SOFFIT •o-o^ : --- -_ PROJECT# C-0018-08 CONT.2x4. - C, 7 4X2 PVC WATER TABLE DRIP CAP e DRAWING NO.; Ix PVC TRIM t • 1 , n EAVE DETAIL 2 5. SCALE.I1/2--l'-O" Czl_COLUI IN DETAIL �3 5CALE0'nj r _-- -- _— — I STAMP: - . t wLp wovl� B N0.'•'Apy6. 1x10 /EASED EDGE ARCHITECTURAL ROOF AROIITFG'f11RAL ROOF SINGLES (PINE-PAINTED) SINGLES � . %•PLYWOOD ROOF ��9' PLYWOOD ROOF _ - T W •Si 9NEA7NING 9TIPAT' H PRE-ENGINEERED ROOF / Ixi4(PINE-PAINTED) PRE-ENGINEERED RDOF TRUSS P 24'O.C. °I TRUSS•24'O.C. VENT BAFFLE x SIMPSON 142.6 O i LL BIMP90N H2.5 HURRICANE TRUSS TIE, - HURRICANE TRUSSTIE, / -.II 'D - U' TYPICAL EACH TRUSS TYPICAL EACH TRUSS 0 y ° CDX PLYWOOD Q 1X6 NAILER IX6 NAILER llJ T.O P.(36.69 _ T.00 .P.(36'6'I ^II LL ALUM.DRIP EDGE " ALUM.DRIP EDGE 1.3 COARD we—� (U FACIA Ixd PVC ON ON PVC—� 2 1X6 4 Na PVC SOFFIT WV 2)-W6 TOP PLATE FACIA WARD 2'CONnNU"19 801'FlT OB6 4 I°B PVC SOFFIT W/ n_WALL DETA I L - o - 2'CONTINUOUS SOFF T VENT W/SCREEN 6 NAILER Z 1'- VFNT`C SCREEN (Z)- Ib raP PLATE ----------- A4.1 SC LEd I/2=I�- J U Q ' IX6 PVC TRIM BOARD I , ALUMINUM°Z'FLASHING 2XG r ILER Ab.l 2 ALUMINUM•T FLASHING O U q'WICK PVC PANEL t•L TWIX PVC PANEL W/ •TYPE'%'CEILING m V-GROOVE'P B'O.G. 4 ON Ix $TRAPPING • V-GRNUM'' L O.C. (IN 2 P 16.O.C. ■B . •' ALUMINUM'Z'FlA$HING-�� ��� HEAD ALUMINUM'Z•FLASHING - - - ■� 2Y4 PVC WATER _ TABLE DRIP TAP 2X2 PVC WATER a TABLE DRIP GAP • .. ---4 • �E� ANDERSEN AWNING - - WINDOW ASI NO 91L1! 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ANE -BASEBOARD ' .O.S.2Y-6 - .os.23'- ROUND OFF-CONCRETE COMPRESSIBLE JOIN 4•CONCRETE SLAB COMPRESSIBLE JOIN TO SHED WATER FILLER W/SEALANT 6%6-WI.4 IA WWM ON FILLER W/SEALANT =+ .T LT` - .-I-. ! TIRE: 10 MIL VAPOR BARRIER ON T �. T "--°f R `%, - 6•MIN.COMPACTED FILL V CONCRETE SLAB T. ID MIL 4%WL4 KWMBAR IE I I 1 . 6"GALV. STL PIPE 6'MIL VAPOR BARRIER ON 10°THICK CONCRETE 6°MIN.COMPACTED FILL I I - FILLED w/CONC. PROPOSED a FOUNDATION WALL I I ^ LJ PAINT TO MATCH BUILDING - (R-l0)0}•RIGID - DAMPPROOFING NSULATION,EMEND ����SECTIONS . 4 0 NORIZ.BELOW SLAB , - _ TOP OF PAVING (a) I16 ClN1TINu!%9 r: _yam'.-j,. ..,. I OR GRADE � N BARS,TOP P BOTTOH '. .•.•-• BARS n8 CONiIN0009 . BARS,TOP P 00TT"1 L r.o� c�ia=z1.' r.o.r• ,D:�'::'.. 'I N I I I II DATE ISSUED: ---(-.r-1,•; CONC. FOOTING - '' =11 I-1 11= AUG 20,2008 (9)-n6 HORIZONTPL., _ - II— cavn CS) n5 HORIZONTA .p.' \ •,. - Nuol19 Bn2� 1,." - — REVISIONS: CONTINU I• SI W9 III _ — Ed O.F.,a 4 I I_I I T: TINUOIS S6 x12CONTINUOUS • .�- CON -CRLTE I F IN ODT G 3'- o° - I k— uI=I P FTC. CONCRETEI •:I.—I I, AT WEST SIDE y�--3'-0'� WALL S =III -III= 3 EC - _TI• O ' I_II N. . I -III= WAL L SECTION 2 WALL SEGT.ION = =.I 8 A4.I SCALE3/4'-I'-O" A4.1 SCALE.3/4"=I'-O" ' - 'III III=III -III • -1 12, DRAWN BY: S.KHALIUBD PROJECT#: BOLLARD A c-0ais-aa 3 L RD DET IL yy� - b• 4 1 �T�/A°I U" DRAWING NO.: , 4 . 1A SWAI 2"6 GABLE END WALL r se y6� 6/B•GYPSUM BD:PAOTTED ON 1.3 STAP9 t Lu DO 0 e - - • _ , W- is z ARCHITECTURAL ROOFROOF • .. - SINGLES o BATHING O U <_ PRE-ENGINEERED ROOF 2 '•. L TRUSS @ 24'O.C. - m . _. BIMPSON N2.5 - IUIRRICANE TRU95 TIE I TYP CAL EACH TRU561 � r � 9lG NAILER - _ y' — • # �—AWM.DRIP EDGE ' 1.5 STRAPS @ i6"O.C. LERTAINTEED TRIPLE - / —IYd PVC ON U(a PVL AT OPEN TRUSSES 4'CENTER VENTED - 14'WOOD BEAM FACIA BOARD L/DWG VINYL SOFFIT(WHITE)' _ SEE STRUCTURAS, IX6!1.6 PVC SOFFIT W/ rJ CONTINUOUS SOFFIT . • - VF-NT V1/SCREEN ` ^ PVG TRITE BOARD - , - '• UM•L•FLASHING - . . �q' PVC PANEL W/ - Q w - V E'@ 4'O.C. J - 2 6 _ X LNAL.L SND9 @ _?A' O.C.-TO ALIGN UNDER - ` i 'Z•FLASHING - . - EACH TRUSS LL Lu 2 6 NORM.BLOCK - 61M LIGHT FIXTURE,TYP. AT MID HT.-TTP. 2%6 HORIZ.BLOCK - - GC t EC TO C%RD. AT EXTERIOR WALLS - .. AT MID HT.-TYP. RECESSED BACK BOX _ +- LOCATIONS Z A7 EXTERIOR WALLS t T3'. . .. T - r 2x2 PVC WATER : Q O O WHITE CEDAR SHINGLE ° TABLE DRIP CAP w � cn 6'TO WEATHER ON e N 15tl L ROOFING FELT CVF G T .. .. Z = - (THIS WALL ONLY) 2 WHITE CEDA SHINGLE SIDINGmywoo� ,S.EXPOSED TO - OrUT51DE SHEATHWG• - • R SO WEATHER ON TTVIX _ • _ _ BUILDING WRAP PAPER G Z G.W.B.,PAINTED •SHEATHINOD WALL Y- •* : OUTSIDE SHCm TEA�THING z N fi W Q + - •• / .. D0�2x6 CANTINUO/9 - , 0.6•WOOD COI-UMN BILL 2,6 STUDS @.16.O.C. ` , - ALUMINUM'Z'FLASHING I'-' _ n CHAMFER - 9 1 OTL.RI GATT N9UL. e • - c .- ' - T.O.W.27'-0' 1 • 22 PVC WATER TABLE DRIP -CAPON IXIO PVC.BOARD t.o.W-13t' SILL 2r6 coNnNuous \ _" II/ _ K-IrnNrs - TITLE: 6 AOA ,ta PROPOSED + _ /•: WALL SECTIONS ' s I , DETAILS COMPRESSIBLE JOINT - FILLER W/SEALANT 'l COMPRE 50LE JOINT - n - • FILLER W/SEALANT BIT.COM.PAVING SEE SITE DRAWINGS v. .. - ED ,r— — — ' ATE ISSU AUG20,2008 _ o ..- 4'CONCRETE SLAB • - • 6X6-WL4 11.4 WWM ON W CONCRETE SLAB W EVf$I NS. 10 MIL VAPOR BARRIER ON 6%6-NIAMIA WWM ON - • - ID'THICK CONCRETE `°' 6'MIN.COMPACTED FILL 'r. 10 MIL VAPOR.WRIER ON - + -- FOUNDATION WALL 10'THICK CONCRETE 6'MIN.COMPACTED FILL _ R O 3 - _ FOUNDATION WALL a BA OS CONTINUOUS i.:.-•:..... _ BARS,TOP @BOTTOM .:. ..,c. .: (2J-tl6 CONTI - - . R9,TOP @ BOTTgT DRAWN BY SQUARE PIER `T.O.F.19=Y. ...... ,::::c.:"..::: <:;:..' ::- 9EE9TRUOT.DWG94ING ) S.KHALIUBD (4)-Iw HORIzoNrA1, o TOF PROJECT#: C-0018-08 CANnNUOUS .!: (9)-f5 HORIZONTAL • O _ - ` ° e: • lour, s F.IBARs': I DRAWING NO.: 36'xl2'CONTINUOUS I. 96•x12'CONTINUOUS CONCRETE FOOTING '•f� - -$' 3-O' LONCRLTE FOOTING �•• `- 3,-D° `�� WALL SECTION A4 4. SGALE,9/4"=I'-O" WALL SECTION r . STAMP: 1 0 TOILET ACCESSORY . 4 NO. DESCRIPTION MODEL MFR. OTY REMARKS I: GRAB BAR 8122-42 BRADEX 4 INSTALL ALL PER ADA/AAS NOTE, - 2 TOILET PAPER DISPENSER D15PENSER 5123 BRADLEY 2 DUAL ROLE HOLDER-SEMI RECESSED GENERAL CONTRACTOR TO PROVIDE SOLID BLOCKING 3' SOAP DISPENSER 6562 BRADLEY 2 FOR WALL MOUNTED 4 MIRROR 782 BRADLEY 2 ACCESSORIES AS NEEDED 5 COAT HOOK Ig18 BRADLEY 2 MT'D 0 6O°A.F.F.ON REAR OF ENTRY DR. _ 6` PAPER TOWEL DISPENSER 250-16 BRADLEY 2 7 TRASH RECEP ACLE 377-36-21 BRADLEY 2 FREE STANDING 21 GALLON dS h O a GROPED DROPED G.W.PAINTED B. CLG. G.W.B.CLG. G.W.B. CLG. U PAINTED 4 PAINTEDLG. LL _ 4 PAINTED GROPED z G.W.B. PAINTED n. - G.W.B. PAINTED G.W.B. PAINTED r CER. TILE T - F G.W.B. PAINTED c U e F cd z 2 CER. TILE _ T - 5 O F 6 3 CER. TILE Z �n b - CER. TILE rIv mad � �B655 TILE BASE TO'MATCH LTILE BASEie O © FLOOR TILE © O r a - O O • FLOOR TILETO MATCHO O 41111-1 9 F MENIS TOILET #106 WOMEN'S TOILET #105 N U co < 2 LQi J V rAR15 II of I aEroNu w U J N GRINDING ROOM 1-02-1 BEYOND G.W.B. PAINTED z O O - Z Ll_LU cn z ~ z UO 1 } Q Fn N z O - O G.W.B. PAINTED TITLE:FINISH SCHEDULE BASEBOARD-SEE FINISH SCHEDULE --- CONC.-PAINTED—PAINTED BOLLARD, TYP, _ L INTERIOR z - ELEVATIONS AU G.W.B. PAINTED - G.W.B. PAINTED PICTURE FRAME DOOR TO • « CASING PARTS DATE ISSUED: REVISIONS: 1 DRAWN 8V. S.KHALIUBD ggg PROJECT#: C-0018-08 g O BASEBOARD G.W.B.-PAINTED OVER VAPOR BARRIER , J BOLLARD, TYP. OD - OVER 2. P.T. STRPS OVER CONC. WALL DRAWING NO.: REPAIR SHOP #101 • A5 . 1 r SMA. So ' G.W.B. PAINTED G.W.B. PAINTED s i df � . OVER W.B.-PAINTEDU OA VAPOR BARRIER OVER O O OD GONG-PAINTED 2x P.T. STRAPS OVER Z GRINDING #102 CONC. WALL LL OPEN STUDS NO INTERIOR WALL FINISH Z z �% Ig ZC ED B • O - ° CONG.-PAINTED - OPEN STUDS BA5EBOARD-SEE FINISH SCHEDULE L 12°X24° CONCRETE it h— NO INTERIOR ER OR WA I WALL F NISN J � LL PIER, TYP. - C/3 U m Q 2 - w U J � cn � 0 0 q- Lu " — I— z _ = z O - GONG-PAINTED - , j _ - LLJ Z N r BASEBOARD-SEE FINISH SCHEDULE G.W.B. PAINTED - - TITLE: - ❑E E INTERIOR ELEVATIONS - , BASEBOARD-SEE FINISH SCHEDULE - � L 12°X24° CONCRETE BOLLARD, TYP. GONG-PAINTED DATE ISSUED: ' "PLYWOOD PAINTED MECHANICAL RM.BEYOND PIER, TYP. AUG 20,2068 REVISIONS: e a 000EI❑ DRAWN BY: S.KHAUL/8D . PROJECT; : - _ . RAWING NO.. C- 018 OB g OD - GONG-PAINTED - EOLLARD, TYP. BASEBOARD-SEE FINISH SCHEDULE �5•, 2VEHICLE STORA •°E:#103 L DOOR AND FRAME SCHEDULE - OFFICE SHOP BUILDING " ,STAMP - °' DOOR FRAMEI." • WINDOW SCHEDULE=STORAGE BUILDING w� NUMBER TYDe SIZE DETAIL FIRE RATING HARDWARE NOTES MATERIAL MATERIAL LABEL SET No, S� FRAME DETAIL o553 WIDTH HEIGHT THK HEAD JAMB SILL MARK Manufachaer .Model ,Mat&lol TYPE.4`_ i ,. NOTES g E �y 4. WIDTH R O HEIGHT R O De Jamb De De y, .c" r, Head ta0 Ja Tall SMI tall ' OI A HOLLOW METAL 3-0 A. T-0" 13/4" METAL HI JI 91 -- " '.-r%. f'x A`. ANDERSEN' x + , x _ _ N?g ,e A31 GLAD' AWNING: 3'-O I/2°i. 2'-O 5/9• ._- HI it SI - - - 02 A HOLLOW METAL 3'-0" 7'-0" 13/4" METAL HI JI 91 -- -- - - - - 03 A HOLLOW METAL 3'-0" T-O" 13/4" METAL HI it 91 04 A HOLLOW METAL 9'-0" T-0" 13/A" METAL HI JI 91 - 05 A HOLLOW METAL 9'-On 7`-0" 13/4" METAL HI JI 51 {{. `-` • - 06 B S.G. FLUSH WOOD 9'-0' 7'-0" 13/4" WOOD H2 J2 92 07 " C S.C. FLUSH WOOD W-0' 7'-0' 1 3/W WOOD 142 J2 92 OB C S.C. FLUSH WOOD 6'-0' T-0' 1 3/4" WOOD H2 J2 52 - ,-_- ,,,. < • a , •.' - y ' am O"I OH METAL 12'4' 110-0" 2" METAL H3 J3 93 insulated core 10 1 OH METAL 12'-0" l0'_0' 2" METAL 143 J3 93 -- - Insulated core It OH METAL 12'-0" 10'-0" 2" METAL •H3 J3 93 -- -- Insulated sore - ' '"` '` - ' a 12 OH METAL 12'-.0' 10'-0" 2" METAL H3 J3 83 -- - Insulated core ,' • _ , :; O , 13 C 5.C.. FLUSH WOOD B'_0" 7r-On 13/4" WOOD 1 142 1 J2 152 v.: •rt s __-'' __ - . „ ., r. * ' 14 B S.C. FLUSH WOOD 3-0 T-0" 1 3/4" - - `WOOD IN a Z 2 J2 92 __ • ... . 'ALL _C, S.G. FLUSH WOOD 4'-0" 71-0" 13/4" WOOD I N2 I J2 I 82 '•_._ `<__. __ - - - _ , * £ . - ANDOW 400S SERIEN ES , - v+' z - c t- GLAD ADEL No WINDOI+1. °p: $ z u .A31 , n 1, T. tz r ' WALL STUDS® I6 - - O.C. „ ', ,,. ... - .�: ; � - " .. .. U ,^ � 0 � g5" w " " G B.TYPE )C - _ , •- '-. � -- �—,/�_ WINDOW DETAILS+ µ„ \ " x' a � TYPICAL ,. �e r '1 SCALE:3 1' 14EADER AS INDICATED ON FRAM NG PLAN OR AS REQUIRED A • -.BY SPAN TABLE 700 C OVERHEAD"DOOR „ , s" :#' t "SIDING ON TYVEK v k 4 "-'TRACK 6 SPRING .. - i:: "a c 'HOUSEWRAP. DOOR HEADER_8 n.. .., : 1: .x.' 1"xb PVC TRIMT - - � �x j PLYWOOD' FLASHING , .• y ., p . °.,.. .. .-. SPACERS ' ALUM-'FLASHI ,x, .y x _ TYVEK .;:. "'.•. r. '�: `.' •� d _ 2x2 PVG�DRIP EDGE- •rv. .. _ s. PLYWOOD-5HEATHING1J W• ' BACK •" r -- '. -• - t Ix4 POPLAR, PIx4 CASING-TYP. '':,' ;<. „ r _ .y = _ - .. U)25 DOORSERIOR \ . . A.., HEADER-SEE - RIGID YNSUL. _ m w ynSTRUCTURALs U OPAINTER'S CAU ±;(- " --.:< �. w . . PVC 7RIM „IX5 u2 PNE'TRI!•7.tr, `Q..Q ALL PERIMET ,, ,� a, .. - LLTYVEK FLEXWRAP �2°K.O. METALI- ~ - d m " ' D . .. - LOW-RISE.EXPANDING_ 4 . - - FOAM INSULATION TOFRAME, PAINTESOLID CORE WOOD -�: -Q � - - - LAULKING AS PERFIL `•'0. DOOR . - .WINDOW MANUFACTURERS L V INTRUCTIONS- COHOLLOW,METALK O " : + "° "` a s +- � - OOID8 p: x FLASHING ON' •. WINDOW HEAD h z^ H-2 HEAD DETAIL" - s 2x2 PVC DRIP CA.:, v .. .. I ,. r -. • - HEAD EXTENSION, TYP. 'IY W .H . H-1`HEAD DE — _ .i. .' AIL .s ._ - NO 51LL d z. ,. .4', 4 ' - ` -- �- CAS _ Z U O -=.WHITE CEDAR SHINGLE - ., i -� :..,, ,. - _ _ ING-AT -.. — - 'n :a a. - 4. o SIDING 5" EXPOSED TO i' -'S�8 GWB. '" .:.. . .,,:,+.. 3 z,. .-�,. .✓s t -COLD STORAGE (w .• - r a WEATHER TYP: t _ — ...___ ._._..' - — _— > , AREAS ONLY' � ,a a ' r 4 , H 3 HEAD ETAlL ,: s 9 DETAIL ,r' q DOUBLE STUDS EAD '' s; .?• Ix6 PVC JAMB TRIM ' - ✓ `• .? JAMB TYP. w , TYVEK FLEX-WRAP :.... + o - . ..- JACK STUD TYP -"" - - °• w .y , - • ,.DOUBLE STUDS.JAMB ... ',_ rq .,. ., t - .....'. ... ,. - " . ,.-. .. ,. .. ,:... i:I STOOL W/ + ' '. ,- Ix4 CASING-TYP. * ,.... "' t: .. r -. :� - �: �. - � _�. -WINDOW SILL: ,�,.§ -BULLNOSE EDGE, TYP.-+ a.. .JACK ' A �r Q. 'TYP. F „ 9 ° " 5) AT INTERIOR + Ix6 PVC TRIM'. CAULKING AS - -� F ,. .•. - , >.: .. +,. DOORS \ ._ _ ♦ ,.,- .,;. � , L PER.. ,r .. C.� a: } - - 4 a , r �, .WINDOW'MANUFACTURERS '.PAINTER'S CAULK �� � , ^7 x - ' INTRUCTIONS „ ... H. .7' • a . LOW-RISE EXPANDING 2".,K.D. METAL T -s ' >. � „- ._ 2x2 PVC SILL '..FOAM INSULATION:TO TITLE: ,a. 'FRAME..PAINTED+ 0 `. FILL VOID , , , Ix PVC TRIM (2)- 2x6 SILL, TYP'. , .DOOR 8( _. SOLID CORE WOOD _ :_ 0 - • - -. IX #2 PINE APRON HOLLOW METAL:DOOR _ , p DOOR, 00 - : Iz6 PVC w/RABBIT - ° d _.. - ., r -^ � 2x6,P.T.BOLT TO -.. r�S _ -. .4- WINDOW Y , , --_ _ FRAMING - TYVEK.FLEXWRAP. J=2JAMBDETp m _ TYVEK F ... tr : AIL r z t HOUSE WRAP .J'+. - DETAILS J- 1 JAMB DETAIL J-3 JAMB DETAIL � DOOR TRACK •:. - PLYWOOD SHEATHING as SOLID CORE WOOD .. r; • :k t • SCHEDULES g - , DOOR Tf- axlx �ry S-1'SILL DETAIL STEEL ANG E w/ DATE ISSUED: + M s s CONC. FLOOR �.CONC. SLAB " ,STRAP ANC O 5 « — —_ S:y ` x PLYWOOD SHEATHING.'' ' REVISION ''• LONG. APP O F HOLLOW METAL DOOR - O - •. SIDING ON TYVEK : -- ' - r - S—2 SILL DETAIL HOUSE WRAP _ ti g 1/2'ALUM,THRESHOLD SET ° 2 ' 2x6 JAMB 5TUD3, TYP.al IN MASTC,.TYP.ON FULL --- ( f C ). v. WIDTH OF ROUGH OPENING TYVEK FLIXWRAP } .. - 150 SIDEWALK PITCH INTERIOR DOOR DETAILS ' '+ 'rC - - Ix6.PVC'7RIM IX5 it2 PINE TRIM'_ e' AWAY FROM BUILDING u = i - KAFLEX JOINT •F • - DRAWN BY: S.KHALIUBD :r _• : SCALE:3 1'-O ( ., SEALANT .. _ - - - - 2x6 JACK STUD, TYP. LOW-RISE - - - CAULKING AS PER CONSTRUCTION JOINT SEE _ EXPANDING FOAM STRUCTURAL DRAWINGS G > °' -' 'WINDOW MANUFACTURERS INSULATION 70- - PROJECT�f NTRUCTONS - — FILL VOID C•00T 8.08 S- 1 SILL DETAIL — - ___-- WINDOW,JAMB d .JAMB EXTENSION, TYP. DRAWING NO: EXTERIOR DOOR DETAILS S_3 SILL DETAIL S A& / SCALE:3"= 1'0" �. �• _ � OVEIZNEAD_ DOO . J=!JAMB DETAIL d� r + , 30AMP DEDICATED { .COMPRESSOR STAA/P: CIRCUIT IIOV, 20A - a�.yxn;, IN . r C IIOV aL 7 120V 120V• 120V + NO 9 dA v�t�' PARTS 30AM GRINDIN MECH - ALL SWTCHES yJ, s 107 T04 c ^AT 60' A.F.F. r 120V • ' B T02 B B TYP. D i�600 603Ai 300 F + T - 1 B HTOALNKiNG. <�.0 1N "`N.LCs' 23ov, 2oA N.I.C. _ ELECTRICAL NOTES: 4 PLEX ' - TYPICAL THIS I ® ��•�_� �_� ,� THE ELECTRICAL PLAN GIVES INFORMATION ON NEW LIGHTING, SWITCHING, cid ` WALL 60"AFF I A A A A A A A, AND CONVENIENCE OUTLETS ONLY. THE ELECTRICAL CONTRACTOR 15 O a RESPONSIBLE FOR LATOUT AND 5,:ANG OF CIRCUITS. PANELS AND CIRCUIT REPAIR SHOP iz A BREAKERS AND ALL OUTLETS AND CONNECTION OF ALL CONTRACTOR AND V 230V111Z.-20-ro OWNER FURNISHED EQUIPMENT AND APPLIANCES. REFER TO ALL OTHERLVEHICLE STORAGE '� CONTRACT DOCUMENTS AND ALL GOVERNMENTAL AND INDUSTRY CODES AND r Zi TYPI - : - D - REGULATIONS TO WHICH THE WORK MUST COMPLY. FOLLOW MANUFACTURERS w ' WALt - :, �103 INSTRUCTIONS AND SPECIFICATIONS IN REGARD TO INSTALLATION OF FDRURES, rLL-•B " E ERIOR CANOPY APPLIANCES AND EQUIPMENT. REVIEW LOCATIONS OF ALL PANELS, FIXTURES---_ _---__-J AND ITCHES IN THE FIELD WITH THE ARCHITECT AND OWNER PRIOR TO O Z • N 5W . - F BEGINNING ROUGHING. PROVIDE A WIRED SMOKE DETECTION SYSTEM WHICH HAS - L 30AMP �_ ��•�. BEEN APPROVED BY THE LOCAL FIRE MARSHAL. _DEDICATED • CIRCUIT A A - A" A A A A 120V D _ Z� a^ -� 0 ��FLUORE5CENT 2 SWITCHES FOR E �� O Cw Ei _ C m B FIXTURES m Q 120V 17A - ®B 0 MAIN .. B - C 36'A.F.F.TYPICAL !B ALL OUTSIDE WALL - ELECTRICAL PANEL E o o E L o oo E G C OUTLETS ■B - o _ELECTRICAL ,ME TIER ��� ELECTRICAL' FIXTURE SCHEDULE ���° ELECTRICAL LEGEND LL, ELECTRICAL FLOOR A >PLAN . � Tn �� SCALE,Iie r-o" LOCATION TYPE MANUFACTURER'S UNIT. REMARKS r SYM: N - - DESCRIPTION ,SYM. - A VARIES FIXTURE CEILING MOUNTED 2 BULB 8-FLOURESCENT FIXTURE STANDARD DUPLEX RECEPTACLE - • B VARIES CEILING MOUNTED 2 FL R C 1 R - - `fI' + (EXPLOSION PROOF) -dA- OUADRUP1Ec(4 GAM)RECWTACLE a1 . C VARIES RECESSED _ - '�Y" - • WAS Y SURFACE H SAY CA O N PY � CEI I U TED � ELECTRICAL PANEL . T DOORS CEILING MOUNTED OUN ED INTERIORP SWITCH FOR ON - EXTEERIIORRU ERN ER E E , F AT ORS WALL MOUNTED _a O '. + , • - OR KEYED SWITCH EXH EXHAUST FAN RECESSED CEIUNG - © FOUR OH DOOR OPENER - MOUNTED ,. I' SEE STRUCTURAL DWGS Z ' 5 FOR TRUSS BRACING •^ °GYPSUM BD: 16" PAINTED , q, 'THIS AREA _ '� T - - z Ix3 STRAPS @ Ib" O.G. ON y - - , CLG.-JOISTS @ 16°O.C. - ' . - , , - - . I \ / ELECTRICAL `,,•g'GYPSUM`Bp. CLG-PAINTED, O EN IT U S \ I/ R C • " • FLOOR PLAN \ I CERTAINTEED TRIPLE - n \ I 4'CENTER VENTED - + VINYL SOFFIT(WHITE) DATE ISSUED: , I / I -- AUG 20,2008 I _ REVISIONS: .. .. - a • • + - ../ I DRAWN BY: S.KHALIVBD . / \ I PROJECT#: C-0018-08 �'- DRAWING NO.: all nLZE ==, T CEIN�P AN El �"G.W.B. CEILING @ 9'-0°ON " /SCALE a/8�'=1'-0�'1'-00 1x3 STRAPS @ 161 O.O.ON '2x6 CLG. JOISTS @ 16°O.C. r . STAMP: ROOF TRUSS SCHEDULE BEAM-& HEADER SCHEDULE y „OF ° MARK TRUSS PROFILE - {PREFIX ON PIAIk IkIffAOER + SIZE a00n ° DO-DROP BEAM.Fl3~FLI9f BE/dQ _ CONIFNRONAL LUMBER - -a^'!- 228 •(2)y8 oLV D 328. _ (3)2-8. . tJI RT1 ALL EAVE DETAILS PER PLA // 2210 (2)2w10 T PER ARCH OIYG TYP I - 3210 (3)2w10. - D1 (TYP) 221 O 2 3212 r _ 2 2x12 . J 2w12 �DR PLAN 4212 (4)2K12 COLUMN SC REDUCE , PER BRG DETAIL VARIES PER ENGRICERED LUMBER(SUFFIX ON PLAN:L=LVL,P-M GL-GLULAM) ARCH PER PLAN TYP - �� (TYP) PER PLAN ARCH � I121 1 w111' - MARK COLUMN BASEPLATE � - �i .5 VERSA LAM CAP PLATE REMARK . 212L 3TQziiTb"VERSA-LOCO r R'i u LINE OF NIP 312L WX113WC VERSA-LAM C26 (2)24 WALL SOLE WALL PLATE Q,7•�o _ 114L 11-Ae VERSA-LAM C36 (3)2x6 WALL SOLE WALL PLATE uj ALL EAVE DETAILS - .214E--- 3$°w14`VERSA-LAN �-+ ° I PER ARCH DING(TYP)- a s. C66 6w6 PT WALL SOLE OR WALL PLATE OR VERIFY'WI"AN �-+w III g PER PLAN 3141 'x14°ffRSA-RAMB ^ RT2.' - ) AOU66 -CCO CCO J. LATE P R -E PLAN SH EAR LL WA SCHEDULE LEGEND � PER - BRC TIETAIL VARIES PER PER ARCH E PLAN, TYP AM1 J(TYP) PER PLAN GIST OR BLOCKING 2 �ARCHI WALL FASTENER SPACING FASTENER SPACING AT HORIZ BLX TIX•PRATE SILL/SOLE PLATE •00/ ALLOWABLE P- -% - PIER MARK(TOP EL) WALL WALL FACES SHEATHING FASTENER 1YPE TO TOP PLATE ATTACHMENT BLOCK 7HNG AT A 1V'PE P NEL ELSE S IN TERMEDIATE NTEflMFDIATE SUPPORTS SPLICE MEMBERS DETAILYPE SHEATHED MEM CAPACItt F8.0 %AND SIZE X f00TING MARK TOP SPACNG F.I.� ( EL ) AND THICKNESS (EN) TENS AT SEAMS NAILS CLIPS (SEE D/55.3) LT NABS TO RBA (per SEE E 55.2 JST OR BUC (MAX) H1,2 w6 HOLDOWN POST SIZE, ' A35.0 12' AB-1 OR _?IIER IS/J2°WODD - 2 HOEDOWN T1PE(SEE DETAIL F/55.2)PLAN ONE SIRUCNRAL ''Bd COMMON 4"O.C. 12°O.G 2% i6d 0 8' O.C. AAB-3 16d 0 6 24' 470 PANEL O.C. OR LTP4 ®32"O.C. O.C.AU.EAVE DETAILS _-____018 O.C. ' MAX � FCONTROLL JONTOUNDATION LRT3PER ARCH DWG(TYP)., 15/32-WOOD A35 0 20' - AB-1 OR ONE SRtUCTURAL 8d COMMON 8"O.C. 12"O.C. 2X, 16d.C. OC. AB-3 i6d 0 10" 4 BEAM SIZE U O.C. OR LTP4 A g' 306 -H1 F01 DDi.PANEL 0 48°O.C. O.C. . (H=HEADER,F6=Fl USH,OB=DROP) 0 30"O.C. MA% Q i%PLATE y PER PLAN - ` - x",. - .. -- --- - OF LAB/LIMIT.OF ROOF • BRG DETAIL VARIES t • - PER 3 , - 3 _ - •. • _ PER PLAN(TYP) PER PLAN all 1 , 4 S �. . LIMIT , a - ' ,. ® - W00D POST Cn HOLDOWN SCHEDULE SLAB CJ C • AL FASTENERS VERTICAL SLAB TRANSITION BETWEEN SLABS m L EAVE DETAILS W U � U ALL EAVE DETAILS � I - I PER ARCH DWC TYP SIMPSON MODEL MINIMUM POST � z RT4 PER ARCH OWC(TYP) PER P ( ) N0. SNp�2E Dt1A FOR BOLT HOLDOYM ANCHOR STUD/POST FASTENERS - LEVEL TO SLOPED SLAB TRANSITION U- • PLACEMENT•CL' R CD"SEY A EMBED E P DIM. CAST-IN-PLACE OTY SIZE/TYPE W !� STEMWALL LAB FD ONL SLAB INTERIOR --�-__ W (- r/p�pT SST816L ® SHEAR WALL TYPE - pE� R PLAN - PER ARCH ! HDU2-SD52.5 (2)2X IY" g4" (SEE 8/54.1) To, 5° 33;' 6 OS'X r 3 - SEE SHEAR WALL SCHEDULE ON DRAWING SOAWOOD Q PER BRG DETAIL VARIES PER ' - - Z O O '�L1�� RCI PER PLAN(TYP) PER PLAN RCI - HDU4-5052.5 SST816 SDS Yx"x7)4" R71 FRAMING MEMBER LAYOUT DIRECTION Q \7/... �� -- -�- (2)2X 1A" 3A" 10' 934" 34'4 10 0 24-O.C. - LJ-•(sEE 6/sa.1) WOOD scREw z Z 5; Q' PER PLAN I INE OF HIP SST0I6L,(8/S4.1 > SOS Y4-2Z" FRAMING MEMBER SPAN DIRECTION• /-. `_ „+ .:- * J HDU5-SD52.5 (2)2X 1Y" 44" STEM WALL) N/A 93§° 5' r 14 z O " " r • r-.' � " W000 SCREW BARING BOTH ENDS E N � �Qj 1 HOU8-SDS2.5 4X 1A^ SSTII28,(8/54.1 N/A 14° 7N 20 SDS ANX - .FRAMING MEMBER SPAN DIRECTION ` = y (� _ JOIST HANGER BOTH ENDS N ER PLAN - - STEM WALL) WOOD SCREW I � >l ALL EAVE DETAILS (/ SDS A"wy(^ FRAMING MEMBER SPAN DIRECTION W- z _ FITS -PER ARCH DWG(TYP) ' ' HDUII-SDS2.5 6X IA° 1" 557828, 8 54.1 N/A 14" 64", 30 S1EM YIAII) WOOD SCREW CANTILEVER ONE END - N�: EMBEDMENT DEPTHS SPECIFIED ABOVE SHALL BE DETERMINED IN THE HELD BASED UPON THE INSTALLATION LOCATION OF THE ANCHOR MINDAUM ENO DISTAN z Q SHALL BE 5',MINIMUM EDGE DISTANCE SHALL BE to°. STEMWALL DEPTHS SHALL BE USED AT STEMWALL LOCATICNS. SLAB(EDGE ONLY)DEPTHS SHALL BE USED WOOD STUD WALL ' L W&W ANCHORS ARE MORE THAN 16"FROM A SLAB OR FOOTING CORNER SLAB INTERIOR DEPTHS SHALL BE USED WHERE ANCHORS ARE LOCATED 24,OR MORE - �- (BOLD DASHED LINE INDICATES SHEAR WALL PER PLAN - BRG DETAIL VARIES PROVIDE SIMPSON - ` FROM A SLAB OR FOOTING EDGE N BOTH DIRECTIONS. SHEATHING HMIT) I_ PER PLIAN(TYP) PER PLAN TC26 ONE END IPER 4 Y % • , TRUSS LOADING SCHEDULE FOUNDATION SCHEDULE ,STRUCTURAL DRAWING INDEX TITLE. UVE LOADS SPECIAL LOAD NOTES• % STRUCTURAL MARK FOOTING SIZE ,FOOTING THICKNESS REINFORCEMENT DRAWING TITLE - SHEET NO. DATE -REVISION SCHEDULES, TOP CHORD (SEE NOTE I) ` 1.. LIVE LOADS SHOWN IN THE LIVE LOAD KEY PLAN ON EACH FRAMING PLAN ARE APPLIED TO THE �5 COAT.TROT) T TOP CHORD OF TRUSSES SHOWN ON THE DRAWINGS. 3_ BOTTOM CHORD (SEE NOTE 6) W2.0 2'-0°X CONE V-0" 45 TRANS 0 4'-0"O.C. SEE I/S4.1&2/S4.1 STRUCTURAL SCHEDULES, LEGEND AND DRAWING INDEX S0.1 08-12-2008 .0 LEGEND AND 2. DRAG TRUSSES TOTS AND GIRDER TRUSSES(THGT)SHALL 8E DESIGNED FOR DESIGNED FORCES A IRE STRUCTURAL NOTES&SPECIFICATIONS S0.2 08-12-2008 0 DRAWING INDEX ROOF DEAD LOADS PLANE OF THE TRUSS WHERE INDICATED ON THE PLAN. GT SHALL BE DESIGNED FOR REACTIONS - F4.0 4'-0°%4'-0° i'-0° 9-®5 EW(T&B) SEE 7/S4.1 : OF SUPPORTED FRAMNG. Top CHORD 4-@s Lor1c(T&B) - STRUCTURAL NOTES,SPECIFICATIONS,&ABBREVIATIONS 50.3 0812-2008 0 SEE NOTE 5 3. TOP AND BOTTOM CHORD DEAD LOADS INDICATED ARE SUPERIMPOSED LOADS ON THE TRUSS • F3.6 3'-0"%6'-0' 1'-0" 6-�5 TRANS(T&B) SFI:3/54.1 BOTTOM CHORD 7 PSF AND DO NOT INCLUDE THE WEIGHT OF TRUSS ITSELF. FOUNDATION PLAN 51.0 08-12-2008 _ 0 12 PSTF16.0 Ifi'-0"X 8-0° 1'-0' J5 0 127 O.C.EW(SOT) SEE 1/S4.2 DATE ISSUED: TOTAL 4. TOTAL DEAD LOADS SHOWN IN THIS WEI SCHEDULE 00 NOT INCLUDE TRUSS SELF WEIONT, AWING - - - -- -- ROOF FRAMING PLAN S2.1 08-12-2008. 0 08-12.2008 SEE NOTE 4 DESIGNER SHALL INCLUDE SELF WEIGHT OR USE THE TOTAL DEAD LOADS LISTED ON DRAWING so.z. FIRST FLOOR STUD LAYOUT AND BRACING PLAN S3.1 08-12-2008 0 REVISIONS: 5. ROOF TRUSS DESIGN MUST INCLUDE UNBALANCED AND DRIFT LOAD CASES PER DESIGN LIVE - -- • LOADS LISTED ON DWG SO.2 AND THE UVE LOAD KEY PLAN ON DRAWING S2.1.TRUSSES SHALL , FOUNDATION DETAILS •. 54.1 08-12-2008 - 0 BE DESIGNED O CONFORMANCE WITH R A 167 P FOR A NET UPLIFT DUE TO WIND OF 26 PSF ° - r FOUNDATION DETAILS - • • " 54.2 08-12"2008 0 WITHIN 6'-0"OF THE.ROOF PERIMETER AND 7 PSF WITHIN THE ROOF FIELD OVER ENCLOSED r M OUILDING SPACE. TRUSSES OVER UN-ENCLOSED AREAS SHALL BE DESIGNED FOR A NET UPLIFT " _ __ DUE To WIND of 16 psF. FRAMING DETAILS S5.1 08-12-2008 0 6. BOTTOM CHORD LIVE LOAD OF 20 PST SHALL BE CONSIDERED ON ROOF TRUSSES ONLY IN - FRAMING DETAILS SS,2 OB-12-200H O A - THOSE PORTIONS OF THE ATTIC SPACE WHERE THE CLEAR HEIGHT BETWEEN THE BOTTOM CHORD , AND ANY OTHER MEMBER N THE TRUSS EXCEEDS 42". 7. UNBALANCED SNOW LOADS SHALL BE CONSIDERED ON ROOF TRUSSES PER MSBC 1610.5. " DRAWN BY: V CJD A&M PROJECT#: 1203-27 $ _ DRAWING NO.: Z// gg 1 soil 9i SLAW: GENERAL STRUCTURAL NOTES &SPECIFICATIONS OF GENERAL FOUNDATIONS SHEAR PANEL AND DIAPHRAGM �^^ I. ALL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE TOWN OF 1. NO GEOTECHNICAL REPORT IS AVAILABLE AS OF THE ISSUE DATE OF THESE DRAWINGS, ALL 12. HOT WEATHER CONCRETE INSTALLATION AS DEFINED BY ACI 305 SHALL BE PERFORMED IN ` 1 SHEe.R PANEL TYPE 9 TYPE 3: BARNSTABLE BUILDING DEPARTMENT AND ME MASSACHUSETTS STATE BUILDING CODE SOIL DESIGN PARAMETERS ASSUMED ON THESE DRAWINGS SHALL BE CONFIRMED IN THE FIELD ACCORDANCE WITH ACI JOS. (MSBC),6TIi EDITION. BY A GEOTECHNICAL ENGINEER LICENSED IN THE COMMONWEALTH OF MASSACHUSETTS PRIOR WALL SHEATHING SHALL BE MINIMUM 15/32'7HK](APA RATED WOOD STRUCTURAL PANEL TO CONSTRUCTION OF ANY FOOTINGS. THE GEOTECHNICAL ENGINEER SHALL ALSO ISSUE A 13. COLD WEATHER CONCRETE INSTALLATION AS DEFINED BY ACI 308 SHALL BE PERFORMED W WALL A yE SPAN RATING IM 32/16 2-WALL-24,E7A0�1. THE CTU OF WALLS _ 2. 0 SI N D AD GADS• REPORT SUMMARIZING THE FINDINGS AND SUBMIT THE SAME TO THE OWNER,ARCHITECT, ACCORDANCE WITH ACI 306. INDICATED ON THE PLAN TINE OF 2/16 OR ACCORDING TO EXPOSURE . THE SI SHEATHING , STRUCTURAL ENGINEER AND,BUILDINO DEPARTMENT PRIOR TO CONSTRUCTION. INDICATED BE NTHE WITH SHALLLONG SPAN OF THE SHEET VERTICAL OR PMAIIFl TD HEA _ 64QE(TYPICAL) 14. WHEN CONCRETE PLACEMENT IS TO OCCUR DURING HOT OR COLD WEATHER CONDITIONS AS SUPPORTING ORIENTED STUDS. WHERE HORIZONTAL PALM SHEET V I NOT FALL AL EL To THE 2. ALL STRUCTURAL SHALL BE CARRIED DOWN RI UNDISTURBED MATERIAL SF COMPACTED DEFINED BY ACI 305 OR 306,THE CONTRACTOR SHALL SUBMIT PROPOSED CURING METHODS •MEMBERS"MIN 2X BLOCKING SHALL BE FRONDED. WALL HEIGHTS OVER 96'NLLI.REQRE ASPHALT SHINGLES 3 PSF STRUCTURAL FILL HAVING A MINIMUM BEARING CAPACITY OF 2,OOD PSF UNLESS OTHERWISE TO THE STRUCTURAL ENGINEER FOR RENEW AT LEAST 10 DAYS IN ADVANCE OF ME HORIZONTAL BLOCKING BLOCKING SPECIAL AL ORDER PROVIDED. LONGER L LETS SHEATHING WG SHALL BE W PLYWOOD 3 PSF SHOWN OR INDICATED ON THE DRAWINGS, NO CONCRETE FOOTINGS SHALL BE PLACED UNTIL PROPOSED CONCRETE PLACEMENT DATE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TOOF WOOD FRAMING 0 24"O.C. 3 PSF THE BEARING VALUE OF THE SOIL ENCOUNTERED IS CERTIFIED BY A PROFESSIONAL ENSURE THAT CURING METHODS ARE WORIONG EFFECTIVELY DURING THE SPECIFIED DURATION FASTENED ACCORDING TO THE SHEAR WALL SCHEDULE(IN DRAWING SO-1. INSULATION I PSF GEOTECHNICAL ENGINEER UCENSED IN THE COMMONWEALTH OF MASSACHUSETTS. ALLOWABLE OF CURING. THE CONTRACTOR IS RESPONSIBLE FOR PROPER CURING OF THE CONCRETE - SOIL BEARING VALUE MUST TAKE INTO ACCOUNT INFLUENCE OF GROUND WATER. STRUCTURAL 2. SLOPED ROOF DIAPHRAGM SHEAMINP MISC..( FILL SHALL ONLY BE PLACED UPON UNDISTURBED MATERIAL CONFORMING TO THE REQUIRED 18 PSF MHVAC,ELEC,FP) 5 PSF CEILING 3 PSF MINIMUM BEARING� CAPACITY - � ,y WOOD CONSTRUCTION � �'�� ROOF SHEATHING SHALL BE 19/32'(HICK APA RATED WOOD STRUCTURAL PANEL WITH A SPAN RATING OF 32/16,EXPOSURE 1. SHEATHING SHALL BE ORIENTED WITH LONG SPAR OF - - �.Z. < 3. DESIGN I OADS•. 3. ELEVATIONS AND DEPTHS GIVEN ON THE PLAN ARE TO COMPUTED TOP OF FOOTINGS. THE SHEET PERPENDICULAR TO THE SUPPORTING MEMBERS AND VERTICAL SEAMS STAGGERED BOTTOM OF FOOTING ELEVATIONS ARE MINIMUM DEPTHS,AND ARE NOT TO BE CONSTRUED AS 1. ALL WOOD MEMBERS,ENGINEERED LUMBER,AND PLYWOOD USED IN CONSTRUCTION OF THIS BY 4'-0'D.C. ROOF SHEATHING SHALL BE FASTENED YATFI 8d DEFORMED SHANK NABS AT GARAGE 50 PSF UNITING IN ANY WAY THE AMOUNT OF.EXCAVATION REQUIRED TO REACH GOOD BEARING. NO STRUCTURE SHALL BE NEW MATERIAL ALL WOOD AND ENGINEERED LUMBER MEMBERS SHALL Uj;? OPEN ATTIC 20 PSF FOOTING ELEVATIONS SHALL BE ADJUSTED WITHOUT THE WRITTEN AUTHORIZATION OF THE BE FREE FROM CRACKS,KNOT HOLES,NOTCHES AND OTHER STRUCTURAL DEFICIENCIES. A MAXIMUM 6"D.C.AROUND ALL DIRECT EDGES AND W O.C.ON ALL INTERMEDIATE ROOF(ZONE 1,P7.5 P PSF) 1. PSF - - _ SUPPORTS. SHEATHING MUST BE CONTINUOUS BENEATH ALL O1£RFRAMED ROOF AREAS OR .L-.n e eF ENGINEER. SLOPE FACTOR(CCU 5 PITCH) LO - 2. ALL WOOD MEMBERS USED FOR EXTERIOR CONSTRUCTION OR IN CONTACT WITH CONCRETE - 'DORMERS. FOR SHEATHING SPANS OF 24"OR GREATER,PANEL SHEATHING CLIPS SHALL BEQ',==B3W€ SLOPE ROOF SNOW LOAD(Pe) 25 PSF - 4. IF ENCOUNTERED,LEDGE OR ROCK SHALL DE OVER EXCAVATED A MINIMUM DEPTH OF 1 FOOT, (SILL PLATES)SHALL BE PRESERVATIVE TREATED(PT)LUMBER. ALL FASTENERS INCLUDING INSTALLED NO-SPAN BETWEEN EACH RAFTER OR ROOF TRUSS ON ALL PANEL SEAMS NOT '_�nH DIRECTLY SUPPORTED BY BLOCKING. CUPS SHALL BE PSCL AS MANUFACTURED BY SIMPSON z V T s63R� UNBALANCED SNOW SIN AC 37.5 PSF BELOW THE PROPOSED BOTTOM OF FOOTINGS. COMPACTED STRUCTURAL FILL SHALL DE ANCHOR LUMBER SHALL BE HOT-DIP STEEL OR STAINLESS STTCHED EEL IN D STRONG-RE OR AN APPROVED SUBSTITUTE. • W C) (AND DRIFTING LOADS IN ACCORDANCE WITH THE MASSACHUSETTS STATE BUILDING CODE) PROVIDED AS BACKFILL ABOVE LEDGE OR ROCK AS NECESSARY TO MEET THE PROPOSED BOTTOM OF FOOTING ELEVATIONS. - ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. - - 9 •--T cn ; 4. WIND LOADS: - • - 5. NO FOOTINGS SHALL BE:PLACED IN WATER OR ON FROZEN GROUND. IN GENERAL,ALL 3. ALL WOOD MEMBER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RECOMMENDED 3- REFER TO SHEAR WALL SCHEDULE ON SOA AND D/S5.2 FOR ADDITIONAL FRAMING <1 Q a BASIC WIND SPEED(V) 90 MPH EXTERIOR CONSTRUCTION SHALL BE CARRIED DOWN A MINIMUM OF 4'-O"BELOW FINISHED PRACTICE OF THE NATIONAL FOREST PRODUCTS ASSOCIATION(NFPA)AND NATIONAL DESIGN REQUIREMENTS. • . _ EXPOSURE C EXTERIOR GRADE. SPECIFICATION FOR WOOD CONSTRUCTION(NDS): 4. ALL SHEAR PANEL AND DIAPHRAGM SHEATHING SHALL APPLIED DIRECTLY TO THE FACE ~ BUILDING DRIFT LIMIT H/4OU APPLIED6. FIR-LARCH AY FRAMING MEMBERS IN ACCORDANCE WITH THE SHEAR WALL SCHEDULE OR DIAPHRAGM CONTRACTOR SHALL CARRY OUT CONTINUOUS PUMPING OF GROUND WATER IF NECESSARY 4. ALL WOOD JOISTS AND BEAMS SHALL BE MINIMUM A2 HEM-FIR,OR®2 DOUCLAS REFERENCE WIND (NBC 0-50 FEET=21 PSF UNTIL SUFFICIENT DEAD LOAD HAS ACCUMULATED TO PREVENT THE FLOATING OF ANY.PART (O-F-L),OR q2 SPRUCE-PINE-FIR(S-P-F),OR BETTER. ALL LUMBER SHALL BE STAMPED • AY NOT BE NET ROOF UPLIFT NBC 1611.11) 26 PSF w N 6'PERIMETER PLACED BETWEEN THE LISTED SHEAR PANEL SHEATHING AND THE FACE OF THE FRAMING REQUIREMENTS. FURRING,STRAPPING,AND ADDITIONAL LAYERS OF SHEATHING M 7 PSF IN GENERAL ROOF FIELD OF THE STRUCTURE. - :p - WITH THE GRADE MARK OR AN APPROVED LUMBER TESTING OR GRADING AGENCY. MEMBER. IF A FIRE RATING REQUIRES ADDITIONAL LAYERS OF SHEATHING,THEY SHALL 8E • 18 PSF ROOF OVER UN-ENCLOSED 7, STRUCTURAL FILL SHALL BE DEFINED AS FILL MATERIAL USEDTO SUPPORT BUILDING 5. ALL ENGINEERED WOOD PRODUCTS SPECIFIED BELOW SHALL BE AS MANUFACTUFlED BY BOISE APPLIED ON TOP OF THE SHEAR PANEL SHEATHING AFTER AN INSPECTION IS MADE OF THE - 5. EARTHQUAKE LOAD S• FOUNDATIONS AND SLABS. STRUCTURAL FILL SHALL CONSIST OF WELL GRADED SAND AND ENGINEERED WOOD PRODUCTS OR AN APPROVED SUBSTITUTE. ALL ENGINEERED WOOD BASE SHEAR PANEL. v - GRAVEL AND GRAVELY SAND,FREE FROM ICE,SNOW,ROOTS,SOD,RUBBISH,AND OTHER PRODUCTS SHALL BE INSTALLED IN ACCORDANCE WITH THE DETAILS ON THESE DRAWINGS' 5., UNLESS NOTED OTHERWISE ON THE DRAWINGS,PROVIDE AT LEAST 2-2%BUILT-UP SIDS -SEISMIC HAZARD EXPOSURE GROUP I- DELETERIOUS OR ORGANIC MATTER,AND SHALL CONFORM TO THE FOLLOWING MATERIAL AND THE MINIMUM STANDARD DETAILS PROVIDED IN THE BOISE ENGINEERED WOOD PRODUCTS (WAND POST)AT THE ENDS OF EACH SHEAR WALL SHOWN ON THE PLAN. ALL HOLDOWA4S SEISMIC PERFORMANCE CATEGORY C GRADATION SPECIFICATION: - INSTALLATION GUIDE AND RELEVANT TECHNICAL BULLETINS ISSUED BY BOISE.RESPONSE MODIFICATION •AND METAL STRAPS MUST BE ALIGNED AND CONNECTED TO THE SAME WIND POSTS WITHIN .FACTOR,(R) 6.5 SIEVE SIZE PERCENT FINER BY•WEIGHT - LAMINATED VENEER LUMBER(LVL)BEAMS VERSA-LAM 2.0E 3100 SP _ THE WALL. _ • DEFLECTION AMPLIFICATION FACTOR,(Cd) 4 - 6 in. - 100 ENGINEERED WOOD COLUMNS _ VERSA-LAM 1.7E 2650 COLUMNS SEAM VELOCITY ACCELERATION,(Av) 0.12 NO,4 30 95 - '' ENGINEERED WOOD STUDS VERSA-STUD 1.7E 2650 6. ALL SHEAR PANELS SHALL EXTEND FROM SILL OR SOLE PLATE OF WALL TO ROOF " SEISMIC COEFFICIENT S) • 0.12 NO.40 10 50 -DIAPHRAGM SHEATHING. AT INTERIOR SHEAR WALLS,SHEATHING SPECIFIED AT THE UPPER SOIL PROFILE TYPE,(S) 1.5(ASSUMED) NO.200 0-10 ENGINEERED I-JOISTS (SERIES AND DEPTH PER PLAN) FLOOR LEVEL IS REQUIRED TO EXTEND INTO THE ATTIC UNTIL IT INTERCEPTS THE UNDERSIDE - METHOD V=C.W(EQUIVALENT LATERAL FORCE) ' - - OF THE ROOF SHEATHING. THIS REQUIREMENT IS WAIVED WHERE A DRAG TRUSS(DT) 6. MULTIPLE MEMBER,MULTIPLE PLY OR BUILT-UP BEAMS THAT ARE USED IN PLACE OF SOLID DIRECTLY ABOVE AND.PARALLEL TO THE SHEAR WALL IS CONNECTED TO THE TOP PLATE OF SHALL - F-- LLT 6. STRUCTURAL DRAWINGS ALL BE USED IN CONJUNCTION WITH THE CIVIL,ARCHITECTURAL -'CONCRETE • SECTION MEMBERS SHALL HAVE PLIES CONNECTED IN ACCORDANCE WITH MANUFACTURER THE WALL IN ACCORDANCE WITH THE SHEAR WALL SCHEDULE Cn MECHANICAL,AND ELECTRICAL DRAWINGS,AND SPECIFICATIONS. 1. ALL CONCRETE SHALL BE PROPORTIONED,MIXED,AND PLACED CONFORMING TO CURRENT RECOMMENDATIONS. OR J AMERIC N 7. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD,AND ANY DISCREPANCIES A CONCRETE INSTITUTE(ACI) MIT,304 AND 308 STANDARDS. 'FIE FOLLOWING ..7. ALL EXTERIOR S WALL SHEATHING NOT SPECIFICALLY IDENTIFIED OTHERWISE AS SHEAR WALL INJECTION ADHESIVE ANCHORS - � U w c - , SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATION BEFORE CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR RENEW: • SHEATHING SHALL BE MINIMUM 15/32°THICK APA RATED SHEATHING WITH A SPAN RATING • ' � - � Q J U PROCEEDING WITH THE AFFECTED PORTION OF THE WORK. OF 32/16 OR WALL-24,EXPOSURE 1.AT LEAST ONE SIDE OF ALL EXTERIOR WALLS SHALL GENERALW U W N STRUCTURAL BE SHEATHED.SHEATHING SHALL BE ORIENTED WITH LONG SPAN OF THE SHEET VERTICAL OR 1. ALL INJECTION ADHESIVE ANCHORS SHALL BE AS MANUFACTURED BY SIMPSON STRONG-TIE .. 8. UNLESS OTHERWSE NOTED,DETAILS SHOWN ON ANY DRAWINGS ARE TO BE CONSIDERED PARALLEL TO THE SUPPORTING STUDS. WALL SHEATHING SHALL BE FASTENED WITH Bd (1-800-999-5099)OR AN APPROVED SUBSTITUTE. ALL SPECIFICATIONS AND W F--• ' TYPICAL FOR ALL SIMILAR CONDITIONS. 28-DAY STRENGTH(MIN) - 3,000 P51' COMMON NAILS(OR APPROVED SCREW)AT A MAXIMUM 6°O.C.AROUND ALL DIRECT EDGES RECOMMENDATIONS ARE AS OUTLINED IN THE'SIMPSON ANCHORING SYSTEMS TECHNICAL U LY N COARSE AGGREGATE(MA %" _ - r _ AND 12"O.C.ON ALL INTERIOR SUPPORTS. SEE SHEAR WALL AND DIAPHRAGM NOTES FOR MANUAL'LATEST EDITION. I Q Q 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES,ANY WATER CEMENT RATIO(w1c) 0.48 - ADDITIONAL EXTERIOR WALL SHEATHING REQUIREMENTS. - ,n Z PERMITTING AGENCIES,AND"DIG-SAFE"(1-888-344-7233)AT LEAST 72 HOURS IN AIR ENTRAINMENT 6%(t1%) 2. ALL INJECTION ADHESIVE ANCHORS SHALL BE EPDXY-TIE INJECTION ADHESIVE TYPE'SET' Q O O i B. ALL WOOD STRUCTURAL PANEL SHALL BE OF A THICKNESS, V ADVANCE OF ANY WORK THAT WILL REWIRE EXCAVATION. GRADE AND SPAN RATING (HIGH STRENGTH EPDXY ADHESIVE)INTO SOLID CONCRETE. z Z INTERIOR SLAB-ON-GRADE(NO AIRI - INDICATED ON THE DRAWINGS AND WITHIN THE SHEAR WALL AND DIAPHRAGM NOTES. ALL - z '1D.BUILDING ELEVATIONS ARE REFERENCED FROM CIML/SITE DRAWINGS,CONFIRM ALL - WOOD STRUCTURAL PANELS SHALL BE STAMPED WITH THE APA GRADE TRADEMARK AND 3. ALL INJECTION ADHESIVE ANCHORS SHALL BE LOCATED TO MEET MINIMUM EDGE AND END ELEVATIONS PRIOR TO CONSTRUCTION. 28-DAY STRENGTH(MIN) 4.000 PSI - - RATING. DISTANCES SPECIFIED FOR THE INSTALLATION LOCATION ENCOUNTERED IN THE FIELD. Lv O _ I c COARSE AGGREGATE(MAX) '%` (STEMWALL SLAB PERIMETER,OR SLAB INTERIOR).•ALL ANCHORS SHALL BE INSTALLED IN _ �. } _ o- • 'WATER CEMENT RATIO(w/c) 0.42 g _ 9..ALL WOOD MEMBERS SHALL BE PRE-DRILLED PRIOR TO INSTALLATION OF BOLTS OR LAGS. STRICT ACCORDANCE WITH.ALL MANUFACTURER'S RECOMMENDATIONS AND PROCEDURES.` • - _ CV Z ' 2• REINFORCING STEEL SHALL BE NEW BILLET STEEL IN ACCORDANCE VAT"ASTM A615,GRADE 10. PROVIDE STANDARD JOIST HANGERS BY SIMPSON STRONG-TIE OR AN APPROVED SUBSTITUTE. 4. WHERE INJECTION ADHESIVE FASTENERS ARE SPECIFIED TO BE ANCHORED INTO SOLID z 60. ALL DETAILS SHALL BE IN ACCORDANCE WITH ACT DETAIL STANDARD ACI 315. ON ALL JOIST ENDS THAT DO NOT BEAR ON WALLS OR BEAMS. • CONCRETE WALLS,SLABS,BEAMS AND/OR ANY OTHER STRUCTURAL CONCRETE,EXISTING OR W ` - 3. WELDED WIRE FABRI C SHALL 11. ALL JOIST HANGERS,COLUMN CAPS,COLUMN BASES,HOLDOWNS,METAL CONNECTOR PLATES° PROPOSED,THE CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 3,000 PSI. -. z Q CONFORM- TO ASTM.A185 P S EgFlCATON F S OR WELDED STEEL AND OTHER ENGINEERED WOOD CONPRODUCTS >" - WIRE FABRIC AND PLACED IN ACCORDANCE WITH THE WELDED STEEL WIRE INSTITUTE. 00 A SHALL BE AS MANUFACTURED BY 5. THREADED ROD MATERIAL USED AS PART OF THE INJECTION ADHESIVE ANCHOR SYSTEM SIMPSON STRONG-TIE CO.,INC.OR AN APPROVED SUBSTITUTE. ALL PRODUCTS SHALL BE SHALL MEET THE REQUIREMENTS OF THE ASTM A36 STEEL ROD SPECIFICATION UNLESS 4. CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS: INSTALLED IN STRICT ACCORDANCE WITH ALL OF THE MANUFACTURER'S RECOMMENDATIONS. NOTED OTHERWISE HEREIN. REINFORCING STEEL SHALL MEET THE REQUIREMENTS OUTLWED.IN THE CONCRETE ETE FOR TH -PR tE OJECT. FOOTINGS � J" 12. ALL}WOOD FRAMING SHALL BE FASTENED IN ACCORDANCE WITH THE FASTENING SCHEDULE IN - - - FOUNDATION WALLS 2' TABLE 2305.2 OF THE MSBC OR AS INDICATED IN THESE DRAWINGS,THE MORE STRINGENT 6. ALL BORE HOLES INTO THE ANCHORAGE BASE SHALL BE DRILLED TWTH A CARBIDE BIT, - SHALL APPLY. SHEAR WALL AND DIAPHRAGM ASSEMBLIES SHALL BE FASTENED IN CLEANED WITH PRESSURIZED AIR AND A WIRE BRUSH. THE DIAMETER AND TYPE OF DRILL SLABS-ON-GRADE 2" ACCORDANCE WITH THE SHEAR WALL AND DIAPHRAGM FASTENING SCHEDULES ON THESE BIT SHALL BE AS SPECIFIED IN THE"SIMPSON ANCHORING SYSTEMS TECHNICAL MANUAL ` LATEST EDITION. .° - 5• PROVIDE AND INSTALL NECESSARY TIE BARS,SPACER OARS,CHAIR BARS,AND BOLSTERS AS DRAWINGS. , TITLE.. REQUIRED TO MAINTAIN STEEL IN A RIGID POSITION PRIOR TO PLACING CONCRETE. ALL 13. ALL ZX JOISTS SHALL BE PROVIDED WITH ONE UNE OF BRIDGING FOR EACH 8 FEET OF .. SUPPORTS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS OF CR51"RECOMMENDED SPAN. BRIDGING SHALL CONSIST OF METAL CROSS,WOOD CROSS(1X3 MIN)OR 2X SOLID - - PRACTICE FOR PLACING REINFORCING BARS-. BLOCKING OF EQUAL DEPTH TO THE JOIST. FLOOR AND ROOF TRUSS COMPONENTS SHALL . HAVE BRIDGING BRACING OR LINES AS SHOWN 0 N TRUSS MANUFACTURE 6. R DRAWINGS. WHERE , CONTINUOUS BARS ARE CALLED FOR,INDICATED,OR REQUIRED,THEY SHALL BE RUN .STRUCTURAL CONTINUOUSLY AROUND CORNERS,LAPPED AT NECESSARY SPLICES,SPLICES STAGGERED, 14. FRAMED OPENINGS SHALL HAVE AT LEAST 1 TRIMMER AND 7 KING STUD ON EACH SIDE OF NOTES& WHEREVER POSSIBLE,AND HOOKED AT DISCONTINUOUS ENDS THE OPENING IN NON-LOAD BEARING WALLS AND UP TO 4'70"OPENINGS IN LOAD BEARING.,. - - - WALLS. FOR OPENINGS IN LOAD BEARING WALLS 4'-0"A14D WIDER,AT LEAST 2 TRIMMERS:- SPECIFICATIONS r 7. SLABS SHALL BE PLACED$TO A FLATNESS/LEVELNESS OF Y"IN 10 FEET. ALL INTERIOR AND 2 KING STUDS ON EACH END SHALL BE PROVIDED UNLESS NOTED OTHERWISE IN THE SLABS SHALL RECEIVE A STEEL TROWEL FINISH AND ALL EXTERIOR SLABS SHALL RECEIVE A DRAWINGS PROVIDE HORIZONTAL BLOCKING AND STRAPPING AT OPENING HEADS AND SILLS BROOM FINISH. INTERIOR SLABS-ON-GRADE SHALL BE PLACED ON A 15 MIL(MIN) IN ACCORDANCE WITH DETAIL D/S5.2 WHERE THE OPENING IS DESIGNATED WITHIN A REINFORCED POLYETHYLENE VAPOR BARRIER AS MANUFACTURED BY STEGO INDUSTRIES PERFORATED SHEAR WALL(PSW!). - (STEGO WRAP 15)OR RAVEN INDUSTRIES(VAPORBOCK-PLUS).'.ALL SEAMS SHALL BE LAPPED AND TAPED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. 15. PROVIDE COLLAR TIES ON CONVENTIONAL RAFTER FRAMING OF AT LEAST 1X6 BOARDS DATE ISSUED: LOCATED AT A DISTANCE OF As OF THE RIDGE HEIGHT DOWN FROM THE RIDGE BEAM AND.A B. CONTRACTION JOINTS SHALL BE USED TODIVIDE SLABS-ON-GRADE'INTO RECTANGULAR MAXIMU °D.C. ` PANELS. CONTRACTION JOINTS SHALL OB-12-2008 M SPACING OF 4B O.0 BE SAWED ALONG ALL COLUMN LINES UNLESS - - REVISIONS -OTHERWISE NOTED ON THE CONTRACT DRAWINGS. JOINTS MAY BE SAWED AS SOON AS 16. ALL BUILT-UP BEAMS,ENGINEERED WOOD BEAMS,AND GIRDER TRUSSES MUST BE PRACTICAL NOT TO DAMAGE CONCRETE AND SHALL BE SAWED NO LATER THAN 24 HOURS SUPPORTED BY POSTS WITHIN THE WALL FRAMING THAT ARE DIRECTLY ALIGNED WITH THE _AFTER CONCRETE PLACEMENT. BEAM OR GIRDER TRUSS ABOVE. ALL BUILT-UP BEAMS OF 2X CONVENTIONAL FRAMING - - MEMBERS SHALL BE SUPPORTED BY AT LEAST THE SAME NUMBER OF BUILT-UP STUDS. ALL 9. SLAB-ON-GRADE CONSTRUCTION JOINTS SHALL CBE ONSTRUCTION JOINTS AND UTILIZED AS ENGINEERED WOOD BEAMS AND GIRDER TRUSSES MUST BE SUPPORTED BY A MINMUM OF A CONTRACTION JOINTS WHEN APPROPRIATE. CONSTRUCTION JOINTS SHALL BE SAWS THE 3-PLY BUILT-UP STUD OR THE NUMBER OF STUDS REQUIRED TO MEET OR EXCEED THE -S SAME AS WOULD A CONTRACTION JOINT. WIDTH OF THE FRAMING MEMBER ABOVE,WHICHEVER IS LARGER. WHERE SOLID OR - 9 SHOWN ON THE 10. FOUNDATION WALL CONTROL JOINTS IN FULL BASEMENT WALLS SHALL BE 1"CHAMFERED SATISFYRED THE M N MUMPOSTSRPOST REQ RE EN SLAYINGS,.'NOSE SHALL BE CONSIDERED TO a ^ - - JOINTS(BOTH SIDES)AND SPACED AS SHOWN ON THE PLAN,25'-0°O.C.MAXIMUM. - I CONSTRUCTION JOINTS SHALL BE KEYED JOINTS AND MAY OCCUR AT ANY CONTROL JOINT 17. CONSTRUCTION BRACING SHALL BE PROVIDED BY THE CONTRACTOR TO MAINTAIN THE LOCATION. MAXIMUM SPACING OF CONSTRUCTION JOINTS SHALL BE 125'-0"O.C.ALONG BUILDING PLUMB AND TRUE, THE BRACING SHALL REMAIN IN PLACE UNTIL ALL THE LOAD DRAWN BY: CJD STRAIGHT WALL SEGMENTS. BEARING AND SHEAR WALLS ARE COMPLETELY SHEATHED,CONNECTED AND ANCHORED. 5 1T. MINIMUM PIER REINFORCING SHALL BE 1%OF THE PIER AREA,UNLESS OTHERWISE NOTED. 18. CUTTING AND NOTCHING SHALL BE AVOIDED WHEREVER POSSIBLE. WHEN ABSOLUTELY A&M PROJECT#: NECESSARY,CUTTING AND NOTCHING OF STRUCTURAL FRAMING AND LOAD BEARING 1203-27 ASSEMBLIES SHALL BE LIMITED BY THE PROVISIONS OF SECTION 2305.3 OF THE MSBC DRAWING NO.: • • 19. STRUCTURAL WOOD FRAMING SYSTEM DETAILED ON THESE DRAWINGS ASSUMES CONVENTIONAL 'STICK-FRAMED'CONSTRUCTION BUILT ON THE PROJECT SITE. PREFABRICATED WALLPANELS SO . 2 AFROM CCOM ODATE THE AL ENGIN ER AND MOUIFICATONOR A PANELIZED SYSTEM MAY NOT BE ZOF 1HCHSEUDRAWII TUGS TO SP CIFICA�LYACCOMMODATE THE CHANGE. - -.__. • STAMP: .I GENERAL STRUCTURAL NOTES &SPECIFICATIONS ABBREVIATIONS "0f 0 WOOD TRUSSES AS ANCHOR BOLT 77 STRUCTURAL TESTING AND INSPEC110N Aa AMERICAN CONCRETE INSTITUTE ADO'L ADDITIONAL 1. DESIGN,MANUFACTURE,AND SUPPLY WOOD TRUSSES AS SHOWN ON THE CONSTRUCTION 19. TRUSS PROFILES ILLUSTRATED IN THE TRUSS SCHEDULE ARE PROVIDED TO INDICATE 1. ALL STRUCTURAL TESTS AND INSPECTIONS SHALL BE PERFORMED BY APPROVED AFF ABOVE FINISH FLOOR DOCUMENTS AND AS SPECIFIED. GENERAL ROOF PROFILE AND"NO POINTS. IT SHALL BE THE RESPONSIBILITY OF THE INDEPENDENT TESTING AND INSPECTION AGENCIES(AGENCY)UNDER THE SU('QiNSTON OF AISC AMERICAN RISnTUTE OF STEEL CONSTRUCTION TRUSS MANUFACTURER TO SUBSTITUTE OR ADD TRUSS PROFILES AS REWIRED TO PROFESSIONAL ENGINEERS LICENSED IN THE COMMONWEALTH OF MASSACHUSETTS,IN AM AMERICAN IRON AND STEEL INSTITUTE2. TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE NATIONAL DESIGN STANDARD FOR ADEQUATELY FRAME ROOF TO THE LIMITS SHOWN ON THE DRAWINGS. THE TRUSS ACCORDANCE WITH CHAPTER 17 OF THE MASSACHUSETTS STATE BUILDING CODE,61H ANSI AMERICAN NATIONAL STANDARDS INSTITUTE METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION(ANSI/TIP 1)AND WHERE ANY MANUFACTURER SHALL DESIGN AND LAYOUT DIAGONAL MEMBERS IN THE MOST EDITION. THE OWNER SHALL OBTAIN AND PAY FOR TESTS AND INSPF tTaNc A p I ARCH ARCHITECTURAL APPUCABLE DESIGN FEATURE IS NOT SPECIFICALLY COVT'RED HEREIN,DESIGN SHALL BE IN STRUCTURALLY EFFICIENT CONFIGURATION TO SUITE THE ROOF PROFILE AND TRUSS'TYPE. FOR HERE UNDER. ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE LATEST EDITION OF THE AMERICAN THE DIAGONALS SHOWN WITHIN THE TRUSS SCHEDULE SHALL BE CONSIDERED APPROXIMATE DCX BOTTOM CHORD EXTENSION FOREST&PAPER ASSOCIATION'S(AF&PA'S)NATIONAL DESIGN SPECIFICATION(NOS)FOR UNLESS SPECIFICALLY NOTED OTHERWISE IN EITHER THE ARCHITECTURAL OR STRUCTURAL 2. THE OWNER SHALL ENSURE THAT THE AGENCY HAS BEEN PROVIDED WITH CURRENT BF BOTTOM CAGE - WOOD CONSTRUCTION AND ALL APPLICABLE BUILDING CODE REQUIREMENTS. DRAWINGS. STRUCTURAL CONSTRUCTION DOCUMENTS,APPLICABLE SHOP DRAWINGS AND THE PROJECT BFF BELOW FACE FLOOR 3. MANUFACTURER SHALL FURNISH TRUSS DESIGN DRAWINGS BEARING THE SEAL OF A GEOTECHNICAL REPORT. BFG BELOW FINISH GRADE- OC BUILDINGBL REGISTERED PROFESSIONAL ENGINEER IN THE COMMONWEALTH OF MASSACHUSETTS. 3. SOIL TESTING-A GEOTECHNICAL EVALUATION SHALL BE PREPARED FOR THIS PROJECT, HUNG BLOCKING DRAWINGS SHALL BE SUBMITTED FOR REVIEW BY BOTH THE STRUCTURAL ENGINEER AND REFER TO FOUNDATION NOTE®I.A GEOTECHNICAL ENGINEER LICENSED UT THE BUK BUG - BEARING ARCHITECT PRIOR TO FABRICATION.TRUSS DESIGN DRAWINGS SHALL INCLUDE,BUT NOT BE COMMONWEALTH OF MASSACHUSETTS SHALL BE RETAINED TO PREPARE AND EXECUTE A BTW BETWEEN LIMITED TO,THE FOLLOWING: TESTING AND INSPECTION PROGRAM RELATED TO THE SITE EXCAVATION AND BACKFRJJNG - T"-.Li ACTIVITIES. THE GEOTECHNICAL ENGINEER SHALL CONDUCT AN EVALUATION OF C COMPRESSION z o 3.1. BUILDING CODE USED FOR DESIGN STRUCTURAL STEEL UNDISTURBED SOIL SUBGRADES AND MONITOR THE PLACEMENT AND COMPACTION OF CANT CANTILEVER 3.2. SPAN,DEPTH,SLOPE AND SPACING OF TRUSSES STRUCTURAL FILL CONTRIBUTING TO THE SUPPORT OF THE SLAB-ON-GRADE. CJ CONTROL OR CONSTRUCTION JOINT 3.3. REQUIRED BEARING WIDTH 1. ALL DIMENSIONS AND LOCATIONS OF STRUCTURAL STEEL ARE TO BE VERIFIED IN THE FIELD CL CENTER LINE 3.4. DESIGN LOADS-AS SPECIFIED ON THESE DRAWINGS. PRIOR TO SUBMISSION OF SHOP DRAWINGS. 4. COMPACTION TESTING-ALL BACKFILL SHALL BE COMPACTED TO 95%OF THE MAXIMUM DRY CLR CLEAR ,G F e a ggg 3.5. PLATE SIZE,TYPE,GAGE,AND LOCATION OF EACH PLATE DENSITY,AS DETERMINED BY ASTM 01557,METHOD C OR AS REQUIRED BY THE CMU CONCRETE MASONRY UNIT Q_„ hi 3.6. LUMBER SIZE,SPECIES,AND GRADE 2. ALL STRUCTURAL STEEL SHALL BE NEW STEEL CONFORMING TO THE MOST CURRENT ASTM GEOTECHNICAL REPORT. COL COLUMN CONCRETE •° KE 3.7. LOCATION OF ANY REQUIRED CONTINUOUS BRACING - DESIGNATIONS INDICATED. ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH - ',{U Y g 3.8. CALCULATED MAX.DEFLECTION UNDER LIVE AND TOTAL LOADS THE AISC MANUAL. _ 5. REINFORCEMENT INSPECTION-PRIOR TO PLACEMENT OF CONCRETE THE AGENCY SHALL' CONST CONSTRUCTION VERIFY THE GENERAL ARRANGEMENT OF THE CONCRETE FORMS AND REINFORCING AS CONT CONTINUOUS 3.9. MAXIMUM A ' a Y XIAL COMPRESSIVE FORCES IN TRUSS MEMBERS FOLLOWS: COORD COORDINATE 3.10. TRUSS-TO-TRUSS CONNECTION AND TRUSS FIELD ASSEMBLY REQUIREMENTS. S. STRUCTURAL PIPE SHALL CONFORM TO THE ASTM'STANDARD SPECIFICATION FOR PIPE, A. OBSERVE FORM SIZE,POUR THICKNESS. CRSI CONCRETE REINFORCING STEEL INSTITUTE y, 3.11. MAXIMUM REACTION FORCE AND DIRECTION,INCLUDING MAXIMUM UPLIFT REACTION STEEL,BLACK ARD HOT-DIPPED,ZINFCOATED,NEEDED AND SEAMLESS"SERIAL FORCES WHERE APPLICABLE. 3.12.FABRICATION TOLERANCE PER THE STANDARD. DESIGNATION A53,GRADE B,MINIMUM YIELD STRENGTH 35 KSI. B. OBSERVE REINFORCEMENT SIZE,QUANTITY,CONDITION AND PLACEMENT. DOL DOUBLE GB DROP BEAM 3.13.REQUIRED PERMANENT INDIVIDUAL TRUSS MEMBER RESTRAINT LOCATION AND THE 4. STRUCTURAL TUBING SHALL CONFORM TO THE ASTM"STANDARD SPECIFICATION FOR 6. CONCRETE SAMPLING-CYLINDER TESTS AND SLUMP TESTS SHALL BE MADE BY THE DFT DRY FILM THICKNESS METHOD OF RESTRAINT/BRACING TO BE USED PER THE STANDARD. COLD-FORMED WELDED AND SEAMLESS CARBON STEEL STRUCTURAL TUBING IN ROUNDS AND AGENCY FOR EACH 30 YARDS TNT PORTION PLACEMENT. FT E CONCRETE PLACED. CONCRETE DIA DIAMETER SHAPES"SERIAL DESIGNATION A500,GRADE B,MINIMUM YIELD STRENGTH 46 KSI. SHALL BE SAMPLED PLANT AT THE POINT OF PLACEMENT THE FOLLOWING TESTS SHALL. MADE: DIAG DIAGONAL 4. LUMBER USED SHALL BE IDENTIFIED AMERICAN GRADE MARK OF S LUMBER INSPECTION BUREAU OR A. VERIFY PLANT BATCH TICKET IS IN CONFORMANCE WITH APPROVED MI%DESIGN. DIM DIMENSION AGENCY APPROVED GR THE SHO LUMBER STANDARDS COMMITTEE,AND SHALL LE THE B. CYUNDER TESTS SHALL BE IN ACCORDANCE WITH ASTM C39. A MINIMUM OF 4 5, ALL OTHER MISCELLANEOUS STRUCTURAL STEEL,INCLUDING BUT NOT LIMITED ECI ANGLES, OF DRAG TRUSS SIZE,SPECIES,AND GRADE AS SHOWN ON THE TRUSS DESIGN DRAWINGS,OR EQUIVALENT CYLINDERS SHAH BE CAST. BREAKS SHOULD BE MADE 7 DAYS(1),28 DAYS(2).THE DRG DRAWING -AS APPROVED BY THE TRUSS DESIGN ENGINEER. TEES,CHANNELS,AND PLATES SHALL CONFORM 6.THE ASTM"STANDARD SPECIFICATION - FOURTH CYUNDER SHALL BE HELD FOR 56 DAYS IF INSUFFICIENT RESULTS ARE FOR STRUCTURAL STEEL"SERIAL DESIGNATION A36,MINIMUM YIELD STRENGTH 36 KSI. 5. MOISTURE CONTENT OBTAINED FROM THE 28 DAY BREAKS,OTHERWISE AN ADDITIONAL 28 DAY BREAK • EA EACH TI LUMBER BE NO LESS THAN 7R AND NO GREATER THAN 19% ' AT TIME OF FABRICATION. 6. AND Q CONSTRUCTION SHALL COMPLY WITH THE AWS CODE FOR PROCEDURE,APPEARANCE, SHALL BE MADE. EF EACH FACE SLUMP TESTS SHALL BE IN.ACCORDANCE WITH ASTM C143. CONCRETE SLUMP SHALL EL ELEVATION AND QUALITY OF WELDS AND METHODS USED IN CORRECTING WELDED WORK.. C. BE AS FOLLOWS: - EN EDGE NAIL 6. ADJUSTMENT OF VALUE FOR DURATION OF LOAD OR CONDITIONS OF USE SHALL BE IN FOOTINGS,WALLS 3r TO 5f - EOD EDGE OF DECK ACCORDANCE WITH NOS. 7. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH ASTM A1554 SPECIFICATIONS,WITH HEAVY EOS EDGE OF SLAB HEX NUTS AND HARDENED WASHERS UNLESS NOTED OTHERWISE. - SLABS 2)2"TO 4}" EQ EQUAL 7. METAL CONNECTOR PLATES: 7. CONCRETE PLACEMENT-THE AGENCY SHALL OBSERVE PLACEMENT OPERATIONS. VERIFY EW EACH WAY 7.1. METAL CONNECTOR PLATES SHALL BE MANUFACTURED BY A TRUSS PLATE INSTITUTE 8. NON-SHRINK GROUT TO BE INSTALLED AT COLUMN BASES SHALL ATTAIN A COMPRESSIVE EXIST EXISTING STRENGTH OF 5000 PSI AT 28 DAYS AGE PROPER CONSOLIDATION PROCEDURES AND EQUIPMENT. VERIFY CONFORMANCE TO (TPI)(TPI) , .MEMBER PLATE MANUFACTURER AND SHALL NOT BE LESS THAN 0.03E IN. SPECIFICATIONS INCLUDING COLD AND HOT WEATHER PLACEMENT PROCEDURES. EXT EXTERIOR THICK(20 GAUGE)AND SHALL MEET OR EXCEED ASTM A653/A853M GRADE 33,AND - FB FLUSH BEAM W GALVANIZED COATING SHALL MEET OR EXCEED ASTM A924/924M,COATING 8. CONCRETE CURING-THE AGENCY SHALL OBSERVE CURING PROCEDURES AND VERIFY FD FLOOR DRAIN Cn « DESIGNATION G60.WORKING STRESSES IN STEEL ARE TO BE APPLIED TO _ _ CONFORMANCE OF THE SAME NAIH.SPECIFlCATONS. FDN FOUNDATION J m EFFECTIVENESS RATIOS FOR PLATES AS DETERMINED BY TEST AND IN ACCORDANCE FFE FINISH FLOOR ELEVATION 9 INJECTION ADHESIVE ANCHORS U WITH THE STANDARD. . -THE INSTALLATION OF W ALL INJECTION ADHESIVE ANCHORS / 7.2. TPI MEMBER PLATE MANUFACTURER SHALL FURNISH A CERTIFIED RECORD THAT - AT SHEARWALL HOEDOWNS MUST BE WITNESSED BY THE INDEPENDENT TESTING AGENCY. FOC - FACEROF CONCRETE Q J f) U MATERIALS COMPLY WITH STEEL SPECIFICATIONS. _ DOCUMENTATION OF THE ANCHOR DIAMETER,HOLE DIAMETER,EMBEDMENT DEPTH,TYPE OF FOM FACE OF MASONRY - U- U Z Q EPDXY USED,TYPE OF DRILL BIT USED AND CONFIRMATION OF PROPER HOLE CLEANING FOS FACE OF STUD W L.L-1 U B. TRUSSES SHAH BE MANUFACTURED TO MEET THE QUALITY REQUIREMENTS OF THE - SHALL BE MADE AT EACH ANCHOR LOCATION. ANSI/TPI-1 STANDARD AND IN ACCORDANCE WITH THE INFORMATION PROVIDED IN THE FINAL FS FAR SIDE Ly > co APPROVED TRUSS DESIGN DRAWINGS. FT FOOT Q 10. CONTRACTOR SHALL PROVIDE THE STRUCTURAL ENGINEER WITH MINIMUM TWO(2)WORKING FIG FOOTING C c� DAYS NOTICE PRIOR TO PLACING CONCRETE TO ENABLE THE STRUCTURAL ENGINEER TO z O O 9. TRUSSES SHALL BE FABRICATED IN A PROPERLY EQUIPPED MANUFACTURING FACIUTY BY EXAMINE THE IN-PLACE CONCRETE REINFORCEMENT AND FORMWORK. GA GAGE EXPERIENCED PERSONNEL USING PRECISION CUTTING,JIGGING AND PRESSING EQUIPMENT AS GALV GALVANIZED ~" z Z C SPECIFIED BY THE REQUIREMENTS OF ANSI/IPI-1,SECTION 4. ALL TRUSS MEMBERS SHALL - 11. CONTRACTOR SHALL PROVIDE THE STRUCTURAL ENGINEER WITH MINIMUM TWO(2)WORKING GT GIRDER TRUSS z BE CUT TO ACCURATE LENGTHS AND ANGLES TO ASSURE PROPER FITTING JOINTS WITHIN DAYS NOTICE PRIOR TO COVER114G ANY STRUCTURAL COMPONENTS,SYSTEMS OR GWB GYPSUM WALLBOARD - TOLERANCES SET FORTH IN ANSI/TPI-1,SECTION 4. _ - FASTENINGS. STRUCTURAL COMPONENTS INCLUDE,BUT ARE NOT LIMITED TO: WOOD Q z LY O TRUSSES,WOOD FRAMING,STRUCTURAL STEEL FRAMING,WALL,FLOOR AND ROOF SHEATHING HORIZ HORIZONTAL Q CL_ 10. TRUSSES SHALL BE HANDLED DURING MANUFACTURING,DELIVERY AND BY THE CONTRACTOR AND FASTENINGS,AND CONCRETE REINFORCEMENT. HHG HIP S HIGH N AT THE JOB SITE SO AS NOT TO BE SUBJECTED TO EXCESSIVE BENDING. = z 12. CONTRACTOR SHALL COORDINATE TEST SCHEDULING WITH OWNER AND ENGINEER PRIOR TO IN INCH 11. TRUSSES SHALL BE UNLOADED IN A MANNER SO AS TO MINIMIZE LATERAL STRAIN.TRUSSES COMMENCEMENT OF ANY CONSTRUCTION, INSUL INSULATION - Lu SHALL BE PROTECTED FROM DAMAGE THAT MIGHT RESULT FROM ON-SITE ACTIVITIES AND INT INTERIOR ENVIRONMENTAL CONDITIONS.TRUSSES SHALL BE HANDLED IN SUCH A WAY SO AS TO 13. THE AGENCY MUST PROVIDE A COPY OF RESULTS FROM ANY AND ALL TESTING AND JT JOINT PREVENT TOPPLING WHEN BANDING IS REMOVED. - INSPECTION OF THE STRUCTURAL SYSTEM DIRECTLY TO THE STRUCTURAL ENGINEER OF _ ' 12. CONTRACTOR SHALL HE RESPONSIBLE FOR THE HANDLING,INSTALLATION. RECORD FOR REVIEW. KSI KIPS PER SQUARE INCH AND TEMPORARY - - - L LENGTH " RESTRAINT/BRACING OF THE TRUSSES IN A GOOD WORKMANUKE MANNER AND IN - - - ACCORDANCE WITH THE RECOMMENDATIONS SET FORTH IN THE LATEST EDITION OF BCSI AND MAX MAXIMUM ' HANDLING,INSTALLING AND BRACING WOOD TRUSSES(HIB-91),TPI,AND ANSI TPI-1 1995. MEP MFR MANUFACTURER MECHANICAL/ELECTRICAL/PLUMBING a 13. APPARENT DAMAGE TO TRUSSES SHALL BE REPORTED TO TRUSS MANUFACTURER PRIOR TO - MIN MINIMUM ERECTION. _ MO MASONRY OPENING - - TITLE; 14. TRUSSES SHALL BE SET AND SECURED LEVEL AND PLUMB,AND IN CORRECT LOCATION. _ SHOP DRAWINGS MTV- METAL EACH TRUSS SHALL BE HELD IN CORRECT ALIGNMENT UNTIL SPECIFIED PERMANENT # NUMBER 1. SHOP DRAWINGS FOR WOOD TRUSSES,ENGINEERED WOOD PRODUCTS,STRUCTURAL STEEL,. N RESTRAINT AND BRACING IS INSTALLED. O. NUMBER CONCRETE MIX DESIGN,AND REINFORCING STEEL SHALL BE SUBMITTED TO THE NS NEAR SIDE " 15. CUTTING AND ALTERING OF TRUSSES IS NOT PERMITTED.IF ANY TRUSS SHOULD BECOME - - ARCHITECT/ENGINEER AND RETURNED WITH THE ENGINEER'S SIGNED REVIEW STAMP DENOTING-NO NTS NOT TO SCALE - - + - STRUCTURAL NOTES, BROKEN,DAMAGED,OR ALTERED,WRITTEN APPROVAL OF ALTERATION OR REPAIR EXCEPTIONS TAKEN"BEFORE FABRICATION CAN PROCEED. O.C. ON CENTER SPECIFICATIONS, DOCUMENTATION BY THE TRUSS DESIGNER IS REQUIRED. _ 2. SHOP DRAWINGS SHALL 13E ORIGINAL DRAWINGS CONTAINING NO REPRODUCTIONS OF ANY ALLEN PCF POUNDS PER CUBIC FOOT &ABBREVIATIONS 16. CONCENTRATED LOADS SHALL NOT BE PLACED ON TOP OF TRUSSES UNTIL ALL SPECIFIED &MAJOR ASSOCIATES,INC.'S PREPARED DOCUMENTS. SHOP DRAWINGS WILL NOT BE ACCEPTED PERIM PERIMETER RESTRAINT AND BRACING HAS BEEN INSTALLED AND DECKING IS PERMANENTLY NAILED IN BY THE ARCHITECT/ENGINEER WITHOUT GENERAL CONTRACTOR'S REVIEW STAMP AND SIGNATURE PL PLATE " PLACE.SPECIFICALLY AVOID STACKING FULL BUNDLES OF PLYWOOD OR OTHER - - POLY POLYETHYLENE ' CONCENTRATED LOADS ON TOP OF TRUSSES. 3, RENEW OF THE SHOP ORAWINGS BY THE ARCHITECT/ENGINEER DOES NOT RELIEVE THE PROP PROPOSED , CONTRACTORS FROM CONFORMING TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.• PSF POUNDS PER SQUARE FOOT 17. TRUSS SUBMITTALS AND ANY SUPPLEMENTARY INFORMATION PROVIDED BY THE TRUSS PSI POUNDS PER SQUARE INCH DATE ISSUED:MANUFACTURER SHALUBE PROVIDED BY THE CONTRACTOR TO THE INDIVIDUAL OR 4. PROPOSED CHANGES,SURSTITIITIONS OR DFITTIONS MADE BY THE CO NTRACTOP.G SHALL BE PSW PERFORATED SHEAR WALL 08-12.2008 ORGANIZATION RESPONSIBLE FOR VHF INSTALLATION OF THE TRUSSES. + ;w SUBMITTED TO TIE ARCHITECT/ENGINEER IN WRITING FOR REVIEW AND COMMENT PRIOR TO THEIR - REINF REINFORCEMENT " INCORPORATION INTO THE PROJECT. CHANGES,SUBSTITUTIONS OR DELETIONS WHICH HAVE NOT REQUIRED REVISIONS: 1B. TRUSSES SHALL PERMANENTLY RESTRAINED AND BRACED A MANNER CONSISTENT WITH BEEN REVIEWED BY THIS PROCEDURE WILL BE CONSIDERED UNACCEPTABLE. REQb GOOD BUILDING PRACTICES AS OUTLINED IN BC51 AND IN ACCORDANCE WITH THE RO ROUGH OPENING REQUIREMEANCHORED OR OF THE CONSTRUCTION DOCUMENTS.TRUSSES SHALL FURTHERMORE BE 5. RECORD SETS OF SUBMITTALS,INCLUDING SHOP DRAWINGS,SAMPLES,DATA,AND CERTIFICATES, RT ROOF TRUSS ANCHORED OR RESTRAINED TO PREVENT OUT PLANE MOVEMENT SO AS KEEP ALL - SHALL BE MAINTAINED IN THE FIELD OFFICE BY THE GENERAL CONTRACTOR. " SCHED SCHEDULE TRUSS MEMBERS FROM SIMULTANEOUSLY BUCKLING TOGETHER IN THE SAME DIRECTION. ALL - - SECT SECTION ' TRUSSES MUST BE SECURELY BRACED BOTH DURING ERECTION AND AFTER PERMANENT 6 ERECTIONS SHALL ONLY BE MADE FROM SHOP DRAWINGS THAT HAVE BEEN SIGNED BY GENERAL STAR SIMILAR INSTALLATION IN A BUILDING IN ACCORDANCE WITH BRAG .BRACING TRUSSES; COMMENTARY _ CONTRACTOR AND STAMPED WITH ENGINEER'S REVIEW STAMP DENOTING'NO EXCEPTIONS TAKEN". - STD STANDARD AND RECOMMENDATIONS(BOOR-76)AS PUBLISHED BY THE TRUSS PLATE INSTITUTE. •°j ERECTION BRACING SHALL HOLD TRUSSES STRAIGHT AND PLUMB AND IN SAFE CONDITION STL STEEL A UNTIL DECKING AND PERMANENT TRUSS BRACING HAS BEEN FASTENED FORMING A TOR TO BE REMOVED gR, STRUCTURALLY SOUND'FRAMING SYSTEM. ALL ERECTION AND PERMANENT BRACING SHALL - TeX TOP CHORD EXTENSION ' 3d, BE INSTALLED AND ALL TRUSSES PERMANENTLY FASTENED BEFORE APPLICATION OF ANY T&8 TOP AND BOTTOM _ LOADS. PERMANENT STRUCTURAL CROSS-BRACINGTOG TOP OF CONCRETE CJD TO ENSURE OVERALL RIGIDITY OF THE THK THICK DRAWN BY, ,y ROOF SYSTEM SHALL BE IN ACCORDANCEDANCEWITH BOTH THE TRUSS DESIGN DRAWINGS AND 6 ' CONSTRUCTION DOCUMENTS FOR THE BUILDING STRUCTURE. .MATERIALS USED BRACING TOW TOP OF WALL A&M PROJECT#: a� ARE OTHERWISE NOTED IN THESE SPECIFICATIONS. TEMPORARY BRACING SHALLL TOS TOP OF STEEL BE TS TOP OF SLAB 1203-27 INSTALLED AS NECESSARY TO RIGIDLY BRAG 7T1 STRUCTURE ROOF STIR R HORIZONTALLY UNTIL s PLYWOOD ROOF SHEATHING AND OTHER PERMANENT SUPPORTS ARE COMPLETELY INSTALLED TYP TYPICAL DRAWING NO.: • � LINO ,UNLESS NOTED OTHERWISE VERT VERTICAL g - VIF VERIFY IN FIELD ' WITH - R wIN WITHIN Uz w//OUT WITHOUT S0 . 3 WOOF WELDED WIRE FABRIC • ®_ " I4S-5)r 123'-IOy1' 19'-T a e�V g,Q n„ . x, ------------------------ ----------_-----_-- NE Foc 11 I I L— ---- T/SLAB L r — W v ?g` T SLAB EL=23'-6'• 12°x 24'coNO r1R 1 I r I I $L— I I s4.2 3 TP {a TIP) T� I I 4 �T I I E.z3'-Q I I' saJ MACE cJ S4.t I I i MIDWAY 6 4 SLAB-ON-GRADE: I I BTW PIERS I I B I I TOW-24'-0' I I — x - I I PER A/S44NO 0.2E FORAIN TO I I (SEE NOTE SI.O-D I I - f -AREA DRAJ L S AD P � 1 I ER ARCII J � ER 54.2 �� J 1 I Otis I I i i o T �a fed" .—_. I o (\,'-5 L I I I `,SLAG-ON-GRADE + i I —•I - I6-0' - I PER A/54.2 I I SLOPE TO ' I II�0.0� •— I (SEE NOTE SI.O-8) 1 I DRAIN ARCH PER (n 1 V J I I I I o 11 I 11 1 i efNo J Lij SLOPE DOWN /.01 Ir co t 3 tilAlT OF 6" SIM �sTo Dooes : I I I L J (QSLAB-ON-GRADE sa.t 1 SLOPE TO (�NOSLOPEIPR A/S42 l IpPR SQ't Q (SEE NOTE SI.O-B) OQ 6°EXTOSLAB-ON-GRADE TYP I"-' �T�SLAB TYP 4 .S .� IE�•-p' Sa.l1 54.1 NO SLOPE 1 I OE I I I fS6 El=23-0 f36 VARIES \` I I WENCH DRAIN PER EE NOTE ) T SAB _ - FOC I 1 1041=�J'-6' I V1-- TOW=ZJ.6• r r' TOV1=23.-6• �'. L " -I 1 ARCH CH Q Z LV O IL ---------- -------- -- ------------ -- ----- -----i � -------- — O r _ O - - — — — — — - — — -- — -- _ ------ - U3 W ------ _ ), — I 12 SLOPE---- — I --------- I —m-'uP� — I -F -------L �rr�sII— -- -- ----- L J f N Z -J - L _ DOWN D04YN -I.5D I �.SK TB° 4 _ L --------- --------- 6°EXT L------------ SLOPE I I}z•�� Z Z I� SLAB-�ON-GRADE TYP DOYN } 14'-JNi° 20'-O'VERIFY w/ARCH I 6"CUfl6 L------_--1 Q (SEE NOTE SI.O-8) PER ARCH- Z 20-0"VERIFY w/ARCH 1' I— 20'-O'VERIFY wJ ARCH 6.15'-0-VERIFY w/ARCH 6• _ TV 5 TIRE: FOUNDATION PLAN DATE ISSUED: y 08-12-2008 NOTFG• REVISIONS: SI.0-1: SEE DRAWING SO.1,SO.2,&SO.3 FOR STRUCTURAL NOTES,SCHEDULES.ABBREVIATIONS,AND LEGEND. SI.O-B: SLAB-ON-GRADE,SEE DETAIL A/S4'.2: - 5.0-2: TOP OF SLAB ELEVATION VARIES AS SHOWN ON THE PLAN. CONFIRM ALL ELEVATIONS WITH SITE PLAN AND ARCHITECTURAL 4'INTERIOR SLAB: 4'THICK NORMAL WEIGHT CONCRETE SLAB-ON-GRADE ON 15 MIL POLYETHYLENE VAPOR BARRIER,REINFORCED WITH DRAWINGS PRIOR TO CONSTRUCTION. 6x6-W2.902.9 WYF AT MID DEPTH. STEEL TROWEL FINISH. gg - S1.0-3: TOP OF FOUNDATION WALL(TOY)ELEVATION IS 27'-0'(UNO)AND TOP OF FOOTING(T/FTG)ELEVATION IS 19'-0'(UNO). 6'INTERIOR SLAB: 6"THICK NORMAL WEIGHT CONCRETE SLAB-ON-GRADE ON 15 MIL POLYETHYLENE VAPOR BARRIER,REINFORCED WTH 51.0-4: REFER TO PIER SCHEDULE K/54.2. 9 6x6-V2.9xWZ9 WYF AT'MID DEPTH. STEEL TROWEL FINISH. q y( 6"EXTERIOR SLAB: 6°THICK NORMAL I'DOIT CONCRETE.SLAB-ON-GRADE REINFORCED WiTII 6x6-W2.9xY2.9 1'AVF AT MID DEPTH. F SI.O-5: FOUNDATION WALLS STALL BE BACKHLLED EQUALLY ON BOTH SIDES OR ADEQUATELY RESTRAINED TO PREVENT MOVEMENT BROOM FINISH. - UNTIL THE WALL IS BACKFILLED TO DESIGN ELEVATIONS ON INTERIOR SIDE OF WALL. DRAWN BY: _ RIGID TEMPLATES SHALL BE USED TO SECURE THE LOCATION OF ALL ANCHOR BOLTS PRIOR TO PLACEMENT OF CONCRETE. SIO-9: THE LOCATION OF ALL EXTERIOR DOORS AND MECHANICAL OPENINGS SHALL BE CONFIRMED VAOi THE ARCHITECTURAL DRAWINGS PRIOR TO FORMING CJD 5 - S1.0-6: ^WET STICKING'OF ANCHOR BOLTS IS NOT PERMITIED. ANCHOR BOLT AND FOUNDATION WALL FORM LAYOUT SHALL BE THE FOUNDATION WALL. CONFIRMED BY A PROFESSIONAL LAND SURVEYOR PRIOR TO PLACEMENT OF CONCRETE. A FOUNDATION PLAN - ' A&M PROJECT#: SI.O-10: CONFIRM ALL INTERIOR WALL LAYOUTS WITH THE ARCHITECTURAL FLOOR PLAN PRIOR i0 PLACING INTERIOR FOOTINGS. SEE STUD LAYOUT AND - FOUNDATION WALL PENETRATIONS FOR UTILITIES SHALL BE PROVIDED PER DETAIL J/54.2. ALL LOCATIONS AND ELEVATIONS OF BRACING PLAN DRAWING 53.1. 7203-27 SI.O SCALE: 1/8'=1'-0" T/SLAB EL.=VARIES PER PLAN SI.0-7: UTILITY PENETRATIONS SHALT.BE PR THE MEP DRAWINGS. g SIA-11: CONFIRM ALL SLAB ELEVATIONS,SLOES,SLOPE BREAK LINES.AND FLOOR GRAIN LOCATIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS DRAWING NO.: • PRIOR TO SLAB PLACEMENT. sl . 0 Ili STAMP: WOF .461)77 7 ' s AINALFIF> a D A ` -- 144'-1Y" _ . PROVIDE SIMPSON TC26 'IS'-7• \.. _ o 4J CLIPS THIS END OF TRUSS 0 24' .. (SEE NOTE S2.1-10) .9 tt H •`�o o . RT3 55.1 C. may 0 24• _- _ W g N210 Is IT TT � _ $ CJB - -- J..2�Q 3 I 161 i4L 1. �9. E-�:S jig O c - 5—TAQ — 9 d� 11 TL 8 TYP c2 c o e o I a cn= - tip I . 55.1 � I s r.7 cn_ .• ---- - �e _ I - •_ PROVIDE GABLE . . END FRAMING w/IH SIM +.. .TRUSS AS flE0'D w 4J j= jl(NZ 214HORII BRIDGIN ROOF DIAPHRAGMA 05-0'OCBTWOTON BOT CHORD TYP NING SHALL BE CONi (ATH CUPOA tYPO.C. 2. 024-y1R rRIDGEO.CPROVIDEGABLE END FRAMING IY/INROOF CUPOLA(CSI6TRUSS ASSTRAP TO TRUSS — — — — — - S7RAoolPCUPOL USSSI6 EL • I REDID BELOW IN EA CORNER) 55.1 BELOW IN EA CORNER w = ` J I U w EQn • 2x4 DIM1G TO UNDERSIDE 55.1 C13 ' LL { - OF ROOF DIAPHRAGM 0 - - u ,ts - I5'-O-O.C.(TYP) - U C > C I ;I Q � UI s.1 � 0 _ —_ r l i ,• SO z I, czs cr z z ' C36 J --_.H,S.12L - _ _ H312L �L(3210 II H3 I. B14L C K'�y Q — �- - �- 21B� H.32 O � = N N ®24• 7 R3 z ' TYP T 024- PROVIDE GEE(N - 55.1 O.C. VW14 HANGER(TYP) .. a SNOW ORIFr TITLE: 4S PSF /R'-0•'I . - - - SLOPED ROOF e ae PSF - ROOF FRAMING PLAN LIVE LOAD KEY _ DATE ISSUED: . vaOIES: i - • , - REVISIONS: 08-12-2008 SEE DRAWING SOA,50.2.k SO.3 FOR STRUCTURAL NOTES,SCHEDULES,ABBREVIATIONS,AND LEGEND. S2a-6: SLOPED ROOF DIAPHRAGM SHEAVING'PER SMEAR PANEL AND DIAPHRAGM NOTE/2 ON DRAWWNG 50:2. S2.1-2: WALL TOP PLATE ELEVATION IS 36'-6'UNLESS NOTED OTHERYASE ON THE PLAN. SEE DETAIL E/S5.2 FOR TOP PLATE S2.1-7: CONR M MECHANICAL EQUIPMENT SUPPORT REQUIREMENTS WITH MECHANICAL DRAWINGS AND SPECIFICATIONS PRIOR TO '• FASTENING AND SPLICE SCHEDULE. _ FABRICABNG WOOD TRUSSES. - - - S2.1-3: ALL HEADERS SHALL BE LOCATED TO ACCOMMODATE ROUGH OPENINGS AS INDICATED ON THE ARCHITECTURAL S2.1-6: ALL NON-REARING WALLS SHALL BE RESTRAINED AT TOP PLATE TO FRAMING ABOVE PER DETAIL 6/S5.1. - ' PRIOR TO. VERIFY ALL HEADER ELEVATIONS AND ROUGH OPENING DIMENSIONS tNV THE ARCHITECTURAL ORAW/NGS, a S2.1-9: COMMON ROOF TRUSSES SHALL BE ANCHORED TO THE 2X PLATE WITH HID TIES AS MANUFACTURED BY SIMPSON OR AN PRIOR TO CONSTRUCTION. - APPROVED SUBSTITUTE. THE STRUCTURAL ENGINEER RESERVES THE RIGHT TO MODIFY COMMON TRUSS ANCHORAGE AND _F S2.1-4: THE ROOF PITCH IS 5:12(UNO.)REFER TO ARCHITECTURAL ROOF PLAN ON DRAWNG A1.3 AND ELEVATONS ON SPECIFY GIRDER TRUSS ANCHORAGE UPON REVIEW OF THE TRUSS MANUFACTURER SHOP DRAWINGS AND TRUSS OESGNS. DRAWING A2.1 TO CONFIRM ALL PITCH LINES,ROOF DIMENSIONS AND EAVE DETAILS. p 52.1-10: SCISSOR TRUSSES AMT MARKED RT4 RI THIS PLAN SHALL BE ANCHORED TO THE WALL AT GRID 9 M U DHIDER CUPS AND THE WALL DRAWN 6Y; p5rr 52.1-5:'SEE DRAUNDERSIDE E O FOR THE SHERST FLOOR STUD LAYOUT AND BRACING PLAN. ALL SHEAR WALLS SHALL EXTEND UP TO AT GRID 1 WiV TC26 CUPS. 110RIZONT'AI.TRUSS MOVEMENT SHALL BE LIMITED TO Jj"MAXIMUM UNDER DESIGN SNOW LOADS. CJD AJ - THE UNDERSIDE OF THE ROOF SHEATHING UNLESS A BRAG TRUSS IN LOCATED DIRECTLY ABOVE AND PARALLEL TO THE - A&M PROJECT#: A�ROOF FRAMING PLAN EAR WALL. I zo3-27 g 52.1 SCALE:1/6'-1'-O' T/PLATE EL.=36'-6" _ DRAWING NO.: 5 OF ' • - as aa�g • B A, �--_ .144'-1)''' - - I '--__ 143•-SNP• I BER H 1WN0 POSTS AT `+_ O.�., INIIFSECTION PER z EA BLDG CORNER) 2 jig 7c,CPI ON PAN - �C66 - • ® D .I�PSW PER - M� � 3 — — — -,fA — — C66.I 3 U t1ly— —__ _ _._._ _. _ * r d . � U zQ Lu L„ ryM11 D I z O Q ,, epp 1+s _ roti _ti�a. _Ha z e _— _ __ �. 6��u•y'l" , . I y 3 zQ LL- C6 C664 — -iCN 4. o , I, 3 z - ,1I.1 PROWDE HOU-2 HOLDOW N 3 I I L AT C36 POST SUPPORTING - - r, # ti ti d TITLE - - all & <t ' FIRST FLOOR STUD LAYOUT AND, A _ g BRACING PLAN . DATE ISSUED: -. 08-12-2008 NOTES: - _ REVISIONS: r S3:1-1: SEE DRAWNG SOA,SO.2,G SO.3 FOR STRUCTURAL NOTES,SCHEDULES,ABBREVIATIONS,AND LEGEND. v 53.1-2 IWALL TOP PLATE ELEVATION IS 36'-6•UNLESS NOTED OTHERWISE ON THE PLAN, SEE DETAIL E/S5.2 FOR TOP PLATE , - "% FASTENING AND SPLICE SCHEDULE. - S3.1-3: SEE DRAWING DRAWING S2.1 FOR THE ROOF FRAMING PLAN. S3.1-4: ALL STUD WALLS SHALL BE 2x6 0 24'D.C.UNLESS NOTED ORHERWISE ON THE PLAN. K� S3.1-5 ALL WALL LAYOUTS AND ROUGH OPENING UVITS SHALL BE AS INDICATED ON THE ARCHITECTURAL PLAN. ANY CONFLICTS' + .- BETWEEN THE STRUCTURAL DRAWINGS AND ARCHITECTURAL DRAWINGS SHALL BE BROUGHT.TO THE ATTENTION OF TTIE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PORTION OF THE WORK. r,' DRAWN BY: CJD § ,S3.1-6: ROOF TRUSSES NOT DIRECTLY ALIGNED OVER STUDS(t 5•EITHER SIDE)MUST HAVE TOP PLATES REINFORCED BY AN - 4. " A STUD LAYOUT AND BRACING PLAN ADDITIONAL STUD DIRECTLY UNDER THE TRUSS. A&M PROJECT#: 1203-v 53.1 SCALE:1/8'=I•-0" T/PLATE EL.=36'-6" 53.1-7: REFER TO DRAWING$5.2 FOR WALL_FRAMING DETAILS. y DRAWING NO.: S31 .1 D= • t . , •g a a,' . .. .• ,c. .1 - STAMP: OF 2.PT SOL.PLATE AND - INSTALL STANDARD FLAT I ' - - ' ' OR SAE WASHER AND • � - fpSApC PF7L PLAN AS PERe �gOFT y SE W NUT TIGHT - I Y' Jolly FILLER WALL FRAME PER PLAN J6NT FlIIER , PER PLANY HOLDOWN PER PLAN ;b'4 CONi - STAB PER PLAN T AB �j LAP 12"MIN SLAB PER PLAN T A8 •, VARIES PER PLAN I n To PER AN /\ PER P STAB E PLAN ° __i/SLAB,� RE PER Ag_ n PE-RP-TAN—'Y - - EXTENT OF INSUL PER PLAN PIER PER ARCH SIMPSON SS1B CAST-IN I_ /� / 7�--— J 1 r 5�• g• - ANCHOR PER SCHEDULE VAPOR.BARRIER �'�\ 1'_g• - DAM ROOFING - - rl SEE IYP FEN WALL PER PLAN I I FOS PfR PLAN 2-85 CANT To .a PER PARCH 1 Cje_ FOG PER PLAN, 0 z+>J1 e 54.1 UNDISTURBED MATERIAL I INSULATION PER ARCH DWG '0°...OR COMPACTED ^ `�- STRUCTURAL FILL - ROOF SHEATHING - �1i Rr PER PLAN - 2x4 KEY WAY 2"CLR(lYP) �n ` /5 TRANS 0 W 4'-0�D.C.: � 4. ,C,. _•s � � . `BRACKET AND AD PER - T G .3-65 CONT �y' 55,1 T PLATE a UNDISTURBED MATERIAL - o ./ Y OR COMPACTED a TIER e STRUCTURAL FILL o- Ir` 8 CAST IN HOLDOWN ANCHOR 6 9ECT10N at INTERIOR DROP 2° WTERIOR FROST WALL 50.1 SCALE:1°=1- - 0 _ _ 51.0 SCALE. I' I'0° " " a REF � d5 CONT TOOL EXPOSED CORNERS - —1 PIER - SLAB PER PLAN - PER ARCH OWG - an Lu PER PLAN SLOPE DOWN- A SHEATHING PER PLAN U J FOS PER PLAN E COL .. PER PLAN PER PTE LANV F _ _-2x6 PTLSILLA FLARE M1 LL c) W - COLUMN PER PLAN. /\/\ FIN GRADE ` ' TO.� V`M AND AB PER w ° PERPER S�___-Q' PER PLAN G / O ` COLUMN BASE w/1"STANDOFF / EN V PER SCHED ',�j .:\ • - _. 2x4 BLK S4.2 - Z T_ Q O CLLn y _ SHEATHING PER PLAN T' _Z Z z a - COOT FOR REINF Q Z, C O' ` 10" THROUGH PIER(TYP) - t>,S"LAIN a -FCC PER PLAN CHAMFER EXPOSED - Q a_2-g5 CONT BOT CORNERS ABOVE GRADE fOC PER PLAN.- • !" .N � '.. CHAMFER EXPOSED' TOW L- - PER SITE PLAN u Z CORNERS ABOVE GRADE .. I• ., FIN GRADE Z ' Tf� PER SITE PLAN } Y"COMPRESSIflLE \ \ \ Iq / JOINT FILLER F 'I ULL � n PERIMETER - 5 EXTERIOR SLAB JOINT FILLER n SEALANT .. EXTERIOR SUB ON` T LA HAUNCH 1 Y / - GRADE PER PLAN N_.> . 51.0 SCALE: I"=V-0° • `.p_p� SLAB PER PLAN ..r.. - - .i PER SIu7E PLANP i SLAB O. . c i n y Y"COMPRESSIBLE PER.PL/M1 t .TITLE: JOINT FILLER q _ SLAB PER PLAN n.l ... a • I FOC PER PLAN E%TENT OF UNDER „ - T SLAB 4" SLAB - 2 WSUL PER 4 NOSE A 4 BR• 8 -EXTERIOR SLAB ON GRADE PER. ARCH DWG .FOUNDATION PLAN PIER RFINF PER 724" - s4.z I.: — e4®1z"O.C. ' i ., DETAILS _ DAMPROOr-LNG �+ SLAB PER PLAN 2)z° E%TENT OF WSUL 1 PER ARGI - PER DAIPARCH NO FTG RERIF PER SCHEDULE m SLOPE DOWW- PER ARC •i m a .. ON DRAWING SO.I 2"CLR �c .PER PLAN _ TT//S�L�LAflRflR ,,,,���� _ n n, I'. _ _ PERK a o V` K' h T�/ tY"CLR 3"MAX a PIER RETNF PER I d. - 'YPER�pPLTiT s4.2 I n �~ _ `� - DATE ISSUED:. NJ y . . - • •' PLANti 2-/S CONT lhtl ,- 08-12-2008 av P„�+ INSULATION PER a " .� 8" FtG REINF T6R Y CIA m 2"COVER MIN ., REVISIONS: #4x12"SMOOTH DOWELS 0 12'O.C. PER SCHEO ON n I $. s ARCH DWG__ - °.i GREASE ONE END(SEE NOTE.82) DRAWING 50.7 I .., o , - 3.CIR n Xi JOINT w/SEALANT b 3"MAX 2x4 CONT KEY WAY 2•TYP . r Tc -Or CUR #5 TRANS 0 4'-O'OLAI .C. v I ZI 4'-0" FDN INSULATION -� - - - PER PLC UNDISTURBED MATERIAL PER ARCH DWG - d. 3-85 CONT OR COMPACTED �` _ UNDISTURBED MATERIAL STRUCTURAL FILL - _y �' F o - - v� FOC PER PLAN OR COMPACTED �F d _ STRUCTURAL FILL o ee 'SEf TYP TON WALL _ � 3 CR COVER M N DRAWN BY: CJD NOTES � g--DV ' ' ' 1. VEPoFY SLABEDGE FORMING AT GARAGE DOORS PATH GARAGE DOOR MANUFACTURER AND _ A&M PROJECT#: ARCHITEG Al DRAWINGS PRIOR TO SLAB PLACEMENT. -UNDISTURBED MATERIAL - - " 1203-27 2. CONTRACTOR MAY SUBSRTUTE CONVENTIONAL.GREASED DOWEL WITH Y"x4Y"x4Y"LOAD - 5 " ' OR COMPACTED • ^ PLATES,DY DIAMOND DOWEL OR APPROVED SUBSTITUTE AT 18"CENTERS STRUCTURAL FILL _ DRAWING NO.: ]EXTERIOR WASH BAY PIER DETAIL 4 TYPICAL TURNDOWN SLAB- 3 GARAGE AREA PIER TYPICAL FOUNDATION WALL S4 . 1 51.0 SCALE:3/4°=1-O' 51.0 " SCALE: 1"-1'-0" Rqa Y§ e_ . '• .J; .. '.ANC 'tj i PENETRATION 2"MAX SSTI' FOR WALL THK RE:MEP M � 2 ADDITIONAL g4 (PER PLAN) X 5'-D°LONG 2'-6° 2'-6" HORIZ REINF EF 6 - PVC SLEEVE ABOVE AND BELOW SLEEVE O t VfE E Set PLATE _ AS PER RAN K CReL}D OR MOTO" FIJU WAIT.• i)4 COVER • .. ''F' tMgE101K THAN INST 113 PLATE P DISCONTINUE ALIE ATE RPSIB BY S 8PSCN OR Sl ALL COVER Ydl 2 A8 PER 2"MAX HORIZ REINF®CJ SLAB REINF s ____ a PVC SLEEVE 2"%4"KEY WAY S"MIN - - WAIL SEfJ$WP APPROVED SUBSTITUTE PER PLAN- c c UTILITY INVERT • + .. _ PER 5`AO _____________ RE:MEP® =11ATIRf :.� + .o.. s_ _ 1,-or - 4 d .• PER PLAN THICKNESS _ .;. 1'� 48'O.C.MAX < �- -" -'T"--• TO END DF OR PERcr •Y LAP BARS BEYOND M,4X CONDiRUCTION J OLD P(%lfl NLY/POUR Ld ER SCHED PLATE 1YP SHEAR WALL - + -0" 8' COMPRESS!BLE:FlLI ID ALL �2 - 4 SMOOTH GAL¢DOWELS® SCHEDULE - a Aft0UN0(TYP EA SIDE) 4-Q4%4'-0' GREASE DOWEL 1"MAX 12°O.C.;CENTER ACROSS DIAGONAL EI' i"RUN SINGLE 2.PT SILL PLATE g5 p 12 O,C.F.W BOTTOM END IN NEW Pg1R (iW) Lis NOTES H �F il 1. SLEEVE SHOWN SHALL BE USED FOR UTILITY PENETRATIONS ENTIRELY BELOW GRADE ON BOTH S' NOTES;- '�. ::_�III a€ THE INTERIOR AND E%TERIOR OF FOUNDATION. A LINK-SEAL OR MECHANICAL GASKET SEAL - 1. AB-1 UNO,SEE.ANCHOR BOLT SCHED G/S4.2.MAx MULL ANCHOR Q0.T SPACING SHALL BE 48"OR = TYPE SLEEVE SHALL BE USED FOR ALL PENETRATIONS ABOVE MJY SLAB. PER SHEAR WALL SCHEDULE. 2,NO SLEEVES LARGER THAN 12'DIAMETER SHALL BE USED WITHOUT APPROVAL OF STRUCTURAL PROVIDE FLEXIBLE JOINT • 2.� PROVIDE MIN TWO(2)ANCHOR BOLTS PER WALL - a "P ENGINEER PRIOR TO PLACEMENT. SEALANT ON EXPOSED FACE I"PRE-MOLDED COMPRESSIBLE . ' 3. ANCHOR BOLTS SHOWN MAY BE QUITTED WHERE A HOLDOWIJJ OR TIE-OOMJN ANCHOR IS LOCAIED JOINT FILLER €fi� :�.. 3.SLEEVES LESS THAN 4"DIAMETER 00 NOT REQUIRE ADDITIONAL REINFORCEMENT SHOWN. EXPANSION JOMT NEW POUR OLD POUR IN DIE SAME STUD BAY. - E - t1'\THICKENED SLAB at LIFT BAY ,FOUNDATION PIPE SLEEVE F TYPICAL WALL JOINT C SILL PLATE ANCHORAGE -- 51.0 SCALE:3/4°=1'-0° S4.2 SCALE:.NOT TO SCALE _ 54.2 SCALE:3/4"=1:-0' - 54.2 SCALE:3/4"=V-O' 24"MIN i .. .. FIT WALL OR S 16N CILLERF59B.LE dOi.NT FILLER TOP OF FTC PER PLAN �- FOIWD OR OTiL4D JOINT � SPIER _ � F 6" 6" - .•.. - .: f VERT BARS REWIRED(TYP OF 3) - Cm PAR OR . 36 BAR.:-_ y5 MIN,REFER TO WALL SECTIONS COL BASE } H:.n PERT REINF CIA. _ �` °t•'. %\ L u n PER SCHED - • LAP OUTSIDE BARS OR PROVIDE CORNER BARS AS 1.1 h CLOSED TIES T EC SHOWN.WHERE SIZES OF BARS DIFFER,USE LARGER _ Q -L U PER SCHED - SIZE CAL NOT SHOWN INTERIOR COLUMN ISOLATION - LL U Q 6 - CO I ER RENFORCEMENT SEE PLAN FOR SIZE OLD POUR !LVY POUR_ LLJ L�L-L •I n __ ___�, ' _. AND DIRECTION T TG 1- t'-0" 1'-0" SAVJCUT OR FORMED. V LY Q Q C^y a -. ---� T FILL w/SEALANT& - 1/2"COMPRESSIBLE z O O U GC • .I V - "`PLAN RACKING ROD JOINT FILLER Q ",IL �O ' .. W/SEALANT(LIDO) C� " ~ FND AND FTG z REINF PER PLAN a WAP _ z B/FTG PER WALL - (2)ADO'L VERT BARS w9 - - - ex `-FOC BELOW PER PLAN SECTION N5 MIN,REFER TO WALL SECTIONS c,i + _ _ t } - O y 2.4 CONT KEY WAY `C . - .°' d" - KEY STRUCNN-� 71 . 2T DOWELS 10 1.4 CONTROL CONSIRUCTOON L$OLA7pN W N z •V-4° - . LARGEST HORIZONTAL NOTE:. ^ z REINFORCEMENT BAR SIZE le PIER' a ` CONTRACTOR MAY SUBSTITUTE SMOOTH DO'NELS OR DIAMOND WAELS FOR KEY.SMOOTH DOWELS SHALL - �- 8 8" _ MIA 98ECTION IIJFOR BE YL•9 x 1'-6-LONG,GREASE I-SIDE,CENTER ACROSS CJ,SPACE D 1--Tr O.C. DIAMOND DOWELS - H STEP FOOTING E TYPICAL CORNER/T WALL REINFORCEMENT sxnu B Y\Sx4�}'j"B 1•ON-GRADE JOINT.C.INSTALLED PER MIR REQUIREMENTS ~ ` -CLOSED TIES 54.2 SCALE:NOT TO SCALE - - --- ° PER SCHED 54.2 SCALE:1/2'=1'-0" 54.2 SCALE:NOT TO SCALE • - " '' VERT REINF PER SCHED a" ME: -771 FOUNDATION P . Ld DETAILS TACK WELD, INJECTION r PROVIDE CHAIRS OR PIER REINFORCEMENT SCHEDULE J DUL NUT TO ?ADHESIVE .CEMENT BRICK TO t r _ ANCHOR BOLT `ANCHOR CONCRETE PER SPEC MAINTAIN Yff ITN PIER VERTICAL/ TIES FTG HK I HEAVY HE% DEVELOPMENT LENGTH Fl%ED POSITION. WWF PER PLAN MARK FTCREINF (SPACING) DOLEL HODK NGTH TYPE-1 OBL NUT TYPE-2 TYPE-0 DEPTH OF REINF " OAR 512f. GEVEL01'IAENT LENGTH,Ld PER PLAN-� DATE ISSUED; THK r� OB-12-2008 P-1� 6-46 M3(12"O.C.) 9" ANCHOR BOLT SCHEDULE ®4 tv" _� < PLAN REMSIONS:. p_2 6..97 AWGIOk EMBEDMENT THREADED EFFECTIVE HOOK - - "'p3(1[U.C.} 9" BOLT DIM. ASTM TYPE LENCTU PROJECTION LENGTH LENGTH FINISH ®----- 24° VAPOR BARRIER - SU� D �tJ-. °!MARK GRADE (Le) - (X) (L): (HK) 86 29 T o PER PLAN AO-1 46" F1557 1 ..8" 2" _ 10" 2" GALV A7 41" q NOTES AB-2 96' F1557 3 4"(SET) 2° 6�. _ CALV. @8 -_- 47• pgg I. REFER TO TYPICAL PIER FOOTING DETAILS 3/S4.1 AND 7/S4.1. AB-3 4§" F1557 2 12' 2° I4" - CALV ASP 53" 95%COMPACTED .( - QIO__ 6p• STRUCTURAL FILL \//\,//\//\//\jam\ - 2. PROWOE 2 TIES SPACED A7 3'O.C.VATH!N THE FIRST 6'FROM TOP PIi 67° OF PER AND THE BOTTOM TIE WITHIN 3'OF THE TOP OF FOOTING. 1. ALL ANCHOR BOLTS ARE TO BE TIED INTO PLACE WITH RIGID TEMPLATE PRIOR TO POURING UNDISTURBED MATERIAL MEETING DIE - DRAWN BY: g 3. PIERS THAT SHALL SPECIFIED SHORTED THAN THE MINIMUM VERTICAL BAR CONCRETE. AB-1 SHOULD BE HELD IN PLACE WITH SIMPSON AM%OR APPROVED SUBSTITUTE.' � REQUIREMENTS FOR SUPPORT OF LA LENGTH SHALL NOT BE LAPPED AND FOODNC DOWELS SHALL BUILDING FOUNDATIONS CJD EXTEND TO THE TOP OF PIER 2, AB-2 SHALL BE SIMPSON SET INJECTION ADHESIVE ANCHOR OR APPROVED SUBSTITUTE. d.Qg:. A&M PROJECT#: 5 4. All EXPOSED TO VIEW PIER CORNERS ABOVE GRADE OR FINISH FLOOR AB-2 IS INTENDED FOR INTERIOR WALLS ON TIHICKENED SLABS OR AS AN ALTERNATE TO T203-27 AB-I WHERE NECESSARY 1. ALL TENSION SPLICES ARE CLASS"B'LAP SPLICES IMIH A LAP LENGTH.EQUAL ELEVATIONS SHALL HAVE A 1"MINIMUM CHAMFER. - TO 1.3 v Ld(ABOVE). R DRAWING NO.: K PIER SCHEDULE G ANCHOR BOLT SCHEDULE D DEVELOPMENT LENGTH OF REINFORCEMENT A TYPICAL SLAB-ON-GRADE 54.2 SCALE:1"=I'-0° 54.2 SCALE:NOT TO SCALE S4,2 SCALE:NOT TO SCALE 54.I SCALE:NOT TO SCALE - S4 . 2 ♦ - STAMP: %OF Id L -2x6 ULK 2-I6d EA Hd O 6"O.C. COMMON TRUSS(T7) DT PER PLAN DT PER PLAN 2x6 BLK 2-I6d EA END i0 TRUSS _ END TO TRUSS IOd O 6'O.C. ROM DfAF1Y1AG61 SHEATHING PER PLAN A EN 77 y " 2X4 0 48"MYTH 2-16D EACH END .1•T/91EA7FON•u -�� 24 BLK 2x8 BLK SMPSON OTC O 48'O.C. EN BOTTOM CHORD OF TRUSS 2.SOLD BUR EA GAY OR O COW LET IN RIGOON 4-10d 0 2-160 ROM'DIAPHRAGM SHEATHING PER PLAN END OIAG - TO RLK 3/4-CLEAR eIX PLATE OVER 2X PLATE CONTINUOUS =, 2.-I6d 0 2X STUD NON-BEARING EA TRUSS WALL ' PARALLEL TOE 4-10d 0 ' SIMPSON STC O 48°O.C, r ' END DIAL 80TTOM CHORD OF TRUSS - �✓C)e TO BLK O Z 9 e _ 4 2-16d 0 3/4"CLEAR p Q e EA TRUSS �1%PLATE OVER FF/'RLFTINI `g 2%PLATE CONTINUOUS E-•e_ �2x NON-BEARING WALL - RT PER PINT RT PER PLAN xx�Q=6 �5 _- --- STUD OF PER PLAN - Ei " -- --_ HANGER 'z U.T s V 2x4 DIAGONAL ALIGN o/ 2x4 DIAGONAL ALIGN:rr/ 2x6 BLK PERPENINCUI.AR TO TIR - - IPT4 PER SHEARWALL SCHED .W] V e 1X BRIDGING AT iFi'-0' 2x6 BLK 2%&RIDGING AT IS'-0" 2xM1 DIAG OHL 2.TORPLATE E A ( A-A 2-iHJ EA END 0•c.INTERVALS(3 1_1 2x4 CONT - Q C e O.C.INTERVALS k 1:1 2x4 CONT O SIIEAIIO PER PLAN SLOPE) - 5' SHEAR WALL AND -0"O.C. TO TRUSS SLOPE)'_ ` - - _ ��DRAG TRUSS CHORD BRACING I6d 0 4` 2x BLK _6_),NON-BEARING WALL TOP CONNECTION 3 _ DRAG TRUSS at BEARING WALL S2.1 SCALE:1/2'=1'-0' O.C.(TYP) EA S2.1 SCALE:NOT TO SCALE 52.1 SCALE 3/4'=1'-0' ROOF DIAPHRAGM REF DT&PIE x 2%CONi BLK A35 Eh,TRUSS SHEATHING PER PL/J! F e ' RT PER PLAN LC PER NAILING PER RIM JST TO TOP Ji"%1 ,-DRAG TRUSS IMMEDIATELY .DO, 5Ys" H" '-4"PLATE I 2-PL Y DRAG TRUSS PLATE PER SHEAR WALL SCHEDULE ADJACENT W SHEAR WALLiHRU-BOLTS L6%3Mz`%3a%1'-4° V DIA THRU-BOLTS ASTM A36 - ASTM A36 ROD 6J¢" - (TYP OF2) ROD(TIP OF 4)NUT AND N (T7 OF 4) WASHER BOTH ENDS /. T/WALnN V) 'xP PF.N PL V-4" DOT CHORD PER TRUSS `� NAILING PER RIM JST TD TOP - ui - MFR 5. 2" - 2" {3Ne`MIN) MAX PLATE PER SHEAR WAU.SCHEDULE -4" M1° -- - ORL 2x TOP PLATE - J _'NIR pLAN _-SHEAR WALL AND U w "SHEATHING PER PLAN RT PER PLAN PERPPLAN -_=F=q=_'�_--_ PER PLAN- I 3Y,- I TRUSS OFFSET FROM WALL G7 PER PLAN - IL U Z Q ,���pHER N . PEA- R PLAN - I < I i - III I Lu � > U) ♦16 LPT4 PER SCHED DRAG TRUSS IMMEDIATELY Q C as I a I If a d In _ )(� 47i DIA AB-3(TYP OF A) l RUCHED w/SHEAR WALL O n /n G cf) Z AB-3 PER S4CP TYP OF 4 IIQ I II _ 3 aPERYPLAN - Z Z C f PIER AND REINF PF.R RT PER PLAN Z Lv O 3 54.1 2' p• DOE 2x TOP PLATE - Q PIER AND flEINF PF.R 54.1 a } N _ a SHEAR%VALE AND _ Z NOTES1'-0" - - -SHEATHING PER PLAN T PLATE t, W Z PER PLAN Z : L } ALL STEEL.ANGLES,STEEL PLATES,ANCHOR BOLTS AND THROUGH-BOLTS SHOWY THIS DETAIL NOTES TRUSS DIRECTLY ALIENED WRH WALL . SHALL BE GALVANIZ 0. 1. ALL STEEL ANGLES,STEEL PLATES,ANCHOR BOLTS AND THROUGH-60L1S SH'O N IN THIS DETAIL - HANGER EA TRUSS TO GT 2, REFER TO ARCHITECTURAL ORAWINGS FOR ALL EAVE DETAILS. SHALL BE GALVANIZED. 9 DRAG TRUSS CONNECTION 81 DRAG TRUSS CONNECTION 5 JOIST/TRUSS SHEARWALL PARALLEL TRANSFER t21 CEDER TRUSS 52.1 SCALE 1 1/2'=1-0° S2.1 SCALE- 1 1/2'=1'-0' S2.1 SCALE:NOT TO SCALE SCALE 1/2"=1'-0" m. • TITLE: ~ r PROVIDE 4-V-NOTCH VENTILATION T SI EATJ HNC - RT PER PLAN HOLES IVENTII KAREA o/AR SEE CH DWG) 55.2 - '^ VARIES OB PER PLAN 2x RLK FA THRU ORE E" FRAMING DETAILS - CS13 S ON CUP •. SEE L PLYWOO •. r PER _ SHEAT \ EN - ED �L�ED MFR. \ 7 E ROOF SHEATHING PER PLAN T AL I` -I -� T Ln PER PLANrST&AP7r7ND7L RT PER PLAN PER PLAN - pE' R PL Jf"MAX._ ROOF TRUSS PER PLAN a - _____ ___ I DATE ISSUED: OHERE.TOP IS DROP BEAM i TRUSS CLIP PER MAN 08-12-2008 W gg OR HEADER IS FLUSH TO (SIMPSON HIO UNO) LS�T AIIN TOP PLATE PROVIDEo • REVISIONS: , BRG CS16x3S LIC UEU OF TOP WALL STUD FRAMING PLATE SPLICE. STRAP MAY • I • PER PLAN BE LOCATED ALONG TOP OF • I I RE:ARCH SIMPSON tPT4 EA END BEAM AND PLATE OR ON BEAM TO KING STUD ONE-SIDE AT PLATE TIP.EXT.SHEATHING - O POST PER PLANK ELEVATION SIMPSON SDSJ�x2)i,TYP j •• OR SHEAR PANEL PER PLAN NOTES.. OBL KING STUD PER PLAN SIMPSON CC05-6 SDS2.5 I o• - TYAEKE OCCURS -HEADER PER PLAN L4 cx WHERE OCCURS ADJACENT TO POST COE PER PLAN- i •I o a a SHE WALL EN AT I. MINIMUM BEARING SHALL BE THE LARGER OF THE POST t'dDTH OR THAT RE OUIREO BY THE d SUPPORTED REAM, HEADER WHERE vI OCCURS d 2. STRAP MAY BE OMITTED AT CROP BEAM WHERE TOP CF BEAM IS HELD DORN V52'AND TOP PLATE IS NOTES: DRAWN BY: CJD 5A - SPLICED OVER TOP OF BEAM IN ACCORDANCE WTI]E/55.2. T L 3T S5 A-A 1. ALL EAVE,50FFlT AND FASCIA DETAILS AND OVERHANG 0114ENSION PER ARCHITECTURAL ORAVANG. A&M PROJECT M: - A=A 1203-27 DRAWING NO.: • 7 DROP BEAM/HEADER BEARING 4 DROP BEAM COLUMN CAP 1 ROOF TRUSS BEARING PERIMETER 52.1 SCALE: I'=1'-D' S2.1 SCALE:1 1/2"=I'-O" 52.1 SCALE:1 1/2' S5 . 1 HLr I , SFAW. OF '.6d 0 3'O.0 SFAGGERED e7 > HOLODWN PER 0 SHaR'_D HOJ)OYAN PLAN(lYP)_ _ 4607 WIND POST PER PLAN(TIP) . ® r7-� FOC 0 4-STUDS AVIEWU I AT XTERSECDCf. *11 �SNPSCt7 A35 D TI•SHEAR WALL PANEL PER D.C.(BEND) STUD WAONG PER SCHED PROVDE EN AT ALLN4LL EN(�) SAY/9"� KIND POSTS SHOWN ON PLAN RAN SCREW SEE DOG CL 3-STUDS AMt%W SUA STUD SCREWS STUD OR POST AT CORNER SIMPSOry PER TABLE - PER PLAN - - Hq.00WN ' PER'PLAN- P4'je_ ozaP.T.SILL PLATE I6D.AT 3°O.C. Q• (np) V)e e CONCRETE II' _ ® F- ? FOUNDATION I 9,E - `1n ." ° SHEAR PANEL PER PLAN WHERE J -'I- 2 @ HOLD ANCNR PER ,Z 101 iIF. SCHEDULE ON DRAWING 50.1 OCCURS(TYP.) W 0 v r NQTL SEE HOLDOWN SCHEDULE ON DRAWING 50-1 HOLDOWN DETAIL C TYPICAL WOOD STUD SHEAR WALL 55.2 SCALE:1"=1'-0' 55.2 SCALE:NOT TO SCALE SPLICE LENGTH PER SCHEDULE - - (TYPE A,48"MINIMUM) - Ci. TYPE A SPLICE(U.N.O.) W . 1'_7(W.. LOCATE NAIL RTW V-NOTCH J � VENTS Ion 3.Ft TRUSS DAY FASTEN ROOF DIAPHRAGM U W - SHEATHING TO DLK PER PLAN Q J U EO F.O 6'O.C. (EDGE NAIL OR BOUNDARY NAIL) LL U Z Q 3• (MAX) COMMON 1RUSS SPACUIC W C/J r-1 Lu Q Q DOUBLE PLATE SPLICE SCHEDULE Q a- Z: - TYPE SPLICE LENGTH ATTACHMENT _ Z Z Ci - A 4'-0' 16-16D NAILS C=3'O.C. 08L TW PLATE TRUSS CUP PER CUT 3'X1}�'V-NOTCIi Rt BLK TO Q z q' O - ' ROOF TRUSS DRG PLAN(HID ONO) MEET VENT RED PER ARCH OVTG Q n- - y END PER PLAN (MAXA 4 V-NOTCHIAN 22)f TRUSS � (V Z W Z z Q E DOUBLE TOP PLATE SPLICE r TYPICAL EAVE BLOCKING ELEVATION \L2,j SCALE:i"_1'-0" 55.2 SCALE 1°=1'-0' .. - _ CSI6 z 30"STRAP DOL 2X TOP CRIPPLE STUD TO MATCH HER• (TYP)SEE NOTE NS NOTE yl PLATE PER PLAN NOTF.04 1VALL 512E AND SPACING (MN DBL 2P 6T NOTE NOTES yi - • _ 1. SHEAR WALL SEGMENT END STUDS,KING STUDS OR WND PLAN.POSTS. RAN N2-2X OR AS rNDICATEO ON TOGETHEI2 PER SOLE PLATE t NA!LI,NC AIL STUDS FOR SHEAR WALL I CRIPPLE s7uD SPACING FRAMING DETAILS ' _ PER PLAN 2. OPENING TRIMMER STUDS. NAIL TRIMMERS TO KING DBL 2.TOP PLATE I - / STUDS PER SOLE PLATE NAILING FOR SHEAR WALL 3. WNDOW PLATE. Mitt 2-2X. NAIL PLATE TOGETHER •COMMON STUD SPACING PER. - I PER PLAN HEADER PER SOLE PLATE NAILING FOR SHEAR N PtiVi ALL I 4. HORIZONTAL BLOCKING. MATCH COMMON STUDS. I LINE OF DBL TPoUMER AUGN MIN I)£'ABOVE BOTTOM OF HEADER AND I AT OPENING OVER DATE ISSUED: .. I VAT"BOTTOM PLATE OF DOUBLE WINMW PLATE. DOUBLE STUDS 0 EXT.WALL j / 4-0 OB-12-2008 / / / aPENltcs GREATEREATER THAN I I REVISIONS: / / �/ 5. CENTER STRAP ON SEAM BEIYffEV KING STUD ANO 4'-0' / RO PER PLAN / / '/ / / / I @OPE TOP PLATE TRIMMER. EXTEND RE STRAP I FLOCKING D1T0 ALL I 0 OPENDIGS 4'-0' / STUD CAVITIES WERE STRAP IS PRESENT. SINGLE TRIMMER® I &IE55 DBL TOP COMMON STUD / // /// OPENINGS 4'-0'OR I I PLATE 0 OPENINGS 6. PROVIDE SHEAR WALL EDGE NAIL SPACING FROM LESS,DOL TRIMMER I SOLE PLATE TO TOP PLATE ON PALL SEGMENT CND - AT OPENINGS I 4'-0'&LARGER _ IZE hND SPACING / / / / STUDS KING STUDS AND WIND POSTS, GREATER THAN 4'-0' PER PLAN I 7. PROVIDE SHEAR WALL EDGE NAIL SPACING ALONG I a BOTTOM EDGE OF HEADERS AND UPPERMOST PLY I 1 / / OF DBL WINDOW PLATE. 160 012"O.C. RO PER PLAN / /// // 8. ALL SHEAR WALL CONSTRUCTION,SHEAR PANEL -SOLE PLATE DRAWN BY; I I SHEAR PANEL SIZE, SHEATHING AND FASTENING SHALT_BE AS PER THE I CJD HOLDOWT AND u NOTE¢3 THICKNESS AND I I SHEAR WALL SCHEDULE UNLESS NOTED OTHERWISE " YAND POST PER D W SOLID WALL SEGMENT(W) ORIENTATION PER VW—.—II- IN THIS DETAIL SOLID WALL SEGMENTS SHALL A&M PROJECT#: gg _ PLAN UA11T OF PERFORATED SHEAR WALL PER PLAN CHEDULE HAVE R^TERHEIGHT�O 1I07H RATIO(Hw/W)NO 1203.27 o - 9. SEE TYPICAL WALL FRAMING AT OPENING DETAIL DRAWING NO.: �$ D TYPICAL PERFORATED SHEAR WALL(PSW) A/S5.2 FOR ADDITIONAL REQUIREMENTS /A1TYPICAL WALL FRAMING AT OPENING gg 55.2 SCALE:1/2'=1'-0° 55.2. SCALE: 1/2'=1'-0' S5. 2 I a i � - 'R a ... .. ` a f • l�� 6 l - - - -- -- ---- _ - -- - - --- --- -------- ..4 -. s. - �, y t. .: ,. 6� . _; , :: ,�; , �_ •.,. SOL LOSS DATE 01-08-08 P-12.065 c � • • GENERAL NOTES EXISTING Y BARNSTABLE • ;. - ' .. �,. ! FROM . • METER PIT SOIL EVALUATOR: BOARD OF HEALTH AGENT: 1.) THE INTENT of THIS PUN Is To DETAIL PROPOSED WORK x 24 STEVE WILSO P.E. DONNA MIORANDI, R.S.. AT Locus ;�� a.,>• •. � t.. 3 PROPOSED 2 x2 x2 TEE 2) LOCUS AREA IS COMPRISED OF: TEST PIT 1 TEST PIT 2 TEST PIT 3 TEST PIT 4 a .a y . k :,. `• G PROPOSED 2 WA SERVICE _ r r _ w PORTION OF BARNSTABLE ASSESSORS MAP 266 P A , _ r • D 'holy o G.S.E - 23.8 0 G.S.E - 23.6 o G.S.E. - 23.0 0 G.S.E. - 22.5 _ �- • 3 .: i OWNER: HYANNISPORT CLUB ARC 031 , • : 3. . ,rF ;: I S �Ob9, , N/F HYANNISPORT CLUB AP ; 10YR 2 1 ; SANDY LQAM r° , ,. •,„ 24.6 4p. , / AP ; I OW 3/3 ; SANDY LOAM Ap ; I OYR 3/2 ; SANDY LOAM Ap ;` I ow 3/4 ; SANDY LOAM 2 IRVING AVE _ 24.8 6 f L.C. PLAN 12084 A SH 1 OF 4 r HYANNI I � ) v r SPORT, MA 02647 SITE � :.,; ' � ? r 10 16r 9 CERTIFICATE OF TITLE No. 7265 . PROPOSED 09 r ;+- • .�_ '; . , :::- 2r CURB � � , L.C. PLAN 18925 A . STOPS , B ; 10YR 416 ; SANDY LOAM B ; 10YR 6/8 ; SANDY LOAM B ; 1OYR 6/6 ; SANDY LOAM B ; IOYR 4/3 ; SANDY LOAM / 3•) ZONING INFORMATION r r r r .q► } `.. Vy •-. v ?•ar i{' .` 9 +44.,./::.. p}` .ry fr. is• • W ,, ,,� •,>=- ;:. c , :, �. ,,,a„,�« ,;�; � y PROP06ED LOW - 2 14 19 18 ZONING DISTRICT: RF-1 •• t J,, ,. ..;:, �t�• RETAINI WALL ` �•_E �r,. `• .- •' :: .;. • ,y- .3� �.f. � .l � r 35 2 OVERLAY DISTRICT AP N I N 7g C • IOYR 5 8 MEDIUM SAND C • IOYR 6 AQUIFER PROTECTION t / , , /8 , MEDIUM SAND C , 10YR 6/6 , MEDIUM SAND C , I OYR 5/6 , MEDIUM SAND MINIMUM CURRENT ZONING REQUIREMENTS K t .. : ..... .. <. , .. w .... 21.8 144 (ELEY (ELEY 11.0) 132 (SEEN 11.5) MINIMUM AREA: 43,560 S.F.11.8� 144r ( N 11.6) 144 .,:• ! '�I ;., ...:: : , ��,, 1 - 4 t�, r� -h: 1 ] . , MINIMUM FRONTAGE 20 ; • - .'!cs - v.• '�.r :z x PROPOSED 2 TEE t MINIMUM WIDTH: 125 TEE CURB STOP FRO AR _- ,,.- . . • .:., ,:. . :a. N. . . _,. _.,.. .>..... Q t MOW YARD 30 SIDE dt REAR YARD 15 / x 3. 10 22.8 LOCUS MAP Scale. In - 000 O -x 24.0 \ , 4.) A TITLE SEARCH WAS NOT DONE FOR THIS SITE; SHOULD ONE ,r , MIN BE REQUIRED IT SHALL BE PERFORMED BY OTHERS. , �� ,/ x 2 . .^� 1 -1 THE PROPERTY LINE INFORMATION SHOWN IS BASED ON • \ �` CURRENT AVAILABLE RECORD INFORMATION CO 4 Bj � / , ----- `• 1 25.4 CONSISTING t , NO WATER Ar 144 EL& 11.8 NO WATER AT 144 IM 11.6 NO WATER AT 144 ELEV 11.0 NO:WATER AT 132 ELEV 11.5 OF PLANS, CERTIFICATES AND DEEDS. THE EXISTING ! x c 22.3 x 23.1 t t 1 w r 24:1 t ► PERC O 60 (SEEN 18.8 PERC O 66 ELEi/ 18.1 � ,, , + ► � ( ) FEATURES SHOWN HEREON WERE OBTAINED FROM AN LL c t t 1 1 RATE= <2 MIN IN RATE- <2 MIN/IN O x I 1 1 1 / ON THE GROUND FIELD-SURVEY PERFORMED BY , r 23.9 / , , , , r BAXTER 1 , CLASS I SOIL CLASS I 'SOIL �:; � tsYcs � 0 ! ' , _ ► , NYE ENGINEERING do SURVEYING ON DECEMBER 13 -- 2 i �y/ 1 1 p N, 1 t THRU DECEMBER 15, 2005. r - / r w 3.7 RELOCATE I t PLAN REFERENCES: ! ! \ t I t a Jg , t , , � G CART PATH 1 J \ t t t I 1 ► PLAN BOOK 117 PAGE 35 -� o / _ t I I LeachingArea Requirements / _1 I � c► , LL t / � PUN BOOK- 64 PAGE 11 / N HYANN4ORT CLUB \ i t 1 r ri l \ 1 � PLAN BOOK 289 PAGE 97 I r I TEE , - I t I t '. I J 1 t 1 r J L.C. PLAN 18925 A r , t PLAN BOOK 85 PAGE 35 . I r DX2 4 BEDROOMS ar �� .� , \ I t o GPD BEDROOM 440 GPD i/ 1 ( I , / FIELD AD\ ST LOCA?1ON i i I � , 1 ► , I LAND COURT.PUN 18925 A ! 1 r 1 \ \ I t I , 2 TO AVOID DAMAGING , o / t r I r r \ t I I i PETITIONERS PLAN 18925 A / t I r i t STING I S I NO GARBAG W � � ► I E GRINDER r I , 8.6 0 I I � / LAND COURT P Ry m /r \ , , t J , , ) / ! LAN 12084 A .6 r / / ! r t f \ ! r N A I \ , c ! / ! ! !G / /c I ! ! PERC RA A \ TE 2 1 MIN R s.8 INCH CLASS 1 f / t f I ---r / ! .. _ ! � COMMUNITY! __ , ) ITV PANEL NUMBER 250001 25 , � I ! ! ! 0008 D r / / > / I r 1 / / ! / TH E FLOOD INSURANCE RA\ ! ! TE MAP. DEFINES THIS I ! , S AREA AS ZONES W ` / / _ t / ! ! ! / LTAR 0.74 .F / \ 2 ! ! GPD S . r / , B dt Al I / / e� 0 EL 11 \ ! , k 32 CT \ , , y _ ! c ! !-9 I r / t _ �► __ / MIN.! ! LEACHING AREA OF S.A.S.GARAGE � ! / ! 7. WEIUND M \ t I � ! � , ! ) DELINEATION PERFORMED BY SAMUEL HAIN 22• r � / ! x ES OF ENSR DOOR V t / / ! / _. INTERNATIONAL ON 12-14-05 AND� \ DONALD SCHALL OF ENSR O r I 6 / !A� ! /IL. _ 47 C t / - _ _ R \ o ! 440 GM/ ON 11 i ! / ! 0 74 GPD S.F. 595 S F. 5 07. P0POSED 2x2X1 _ / . ,TEE �._ � / ! / / / / �c / PROPOSED SYSTEM 23 2 r ! , w _ / r / ! 1 3.3 ,. / 0 , 23. , / r 8. PR OJECT BENCHMARK. DATUM.. ! TU NGVD 19/ ! ) 29 p r r .. . , / 1 a, ! SI DEWALL 12+36 2 2 1 PROPOSED 1 .. / � , ! ! / 92 S.F. ( �( �� 2 , / / / RM 14 FIRM MAP 250001 0008 D CURB STOP .. _� I , x / .27 ! BOTTOM/ / 36 X 12 432 S.F. HYDRANT BONNET 80LT O 22,3 \ / � , \ ENTRANCE OF 7 1 \ i / , X \ / / TIE INTO EXISTING � / ! HYANNISPORT CLUB = , / r , � L B.AND IRVING AVE EL. 66.66 22.4 r \ �� SH / / • / TOTAL 624 S.F. 3.0 t � - / / \ TBM. MAG NAIL SET IN PAVEMENT SEE PLAN x H/p � , SERVICE \ / 0 N ._.. , 8J 9.4 _ / 0 �2A � / / / VYF 10 fR - -_ Sl � � / � .0 r .8 r r 2W M pR ! r ♦ J q <o r r R d� 8 C W \ / 9. UTILITY INFORMATION S !6' r /y / ) TIN SHOWN HEREIN. �/ .1 r G 22.1 / ! OSPREY POLE 1 ♦ _ 'K r / / hp _� i ! LOCATION OF UNDERGROUND , / ! , / -o- UTILITIES ARE APPROXIMATE AND MUST BE VERIFIED 1 ' c, / / / / ! N FIELD BY THE CONTRACTOR AND :APPROPRIATE r 1 r r r / / / 7 r .- ♦ s r / / /!•c r r/ r 2i.2 ♦ 0 / / / � UTILITY COMPANIES NI ES PRIOR OR T0 ANY CONSTRUCT ION. 21 1 8.4 / W -2 / r / \ _ r r r . ./ 10 PROPOSED SAN RARY D _emu unic _ C' 21.9 / , r : , DESIGNS SCHEDULE w CH ULE CUT AD, NO ` N� SAW 0. . INFORMATION RMA N c� / ELEVATION N TIO AVAILABLE L.EV 0 LABLE AT'THE,, TH o / E BOAR D OF H 1 �' / HEALTH REGARD ING 2 i /, , !/ EXISTING• ., / , I�ikTCH / � VYF 8 THE EXISTING SEPTIC SYSTEM. rn Q- ! . / 1 2o.i .. i THE. EXIsnNc .DRAIN ! � , PLUMBING IN .THE HOUSE WILL HAVE w J . • , � / . VE TO BE r 4 ' x'21.4 0,2 / , / .�^S o / , , x'I; / RECONFIGURED TO ACCOMODATE THIS r !/ A IS DESIGN.. W � 21.SG RAGE x 2 .0 ► DOOR N. • / 1 FINISHED FLOOR r 5 ev � � / . � 24.2t ALL SYSTEM COMPONENTS r .� /21• \ , ! , . . . ! ENTS SHALL BE INSTALLED IN ACCORDANCE WITH. r- .5 , , / / / �'` / / TITLE V OF THE STATE SANITARY CODE DATED MARCH 31 1995 / \ r- e SEWER INVERT AT FOUNDATION I . � � � . Or / ANY. LOCAL RULES APPLICABLE. 1 1 i / 8.6 \ SEINER :INVERT.r N'TO SEPTic TANK �, 0 20.0 ANY:.CH ANGE 'TO THIS PLAN MusT \ � x c� r r , �/, . BE APPROVED IN N 21.6 r?1.2 O . / . r / WRITING r VYF 7 SEWER I BY DESIGNING I � ,p ,g.l NVERT=OUT OF:SEPTIC TANK 1 7 ENGINEER r_ . r � BRUSH t 21. 'S CTRI fit' � T ELE ♦ / 1► � SEWER 1 TOR r NVERT INTO DIS'fRi Y ♦. 14. BUTION BOX WHEN 1 h \ 8 � r r 19.4 CONSTRUCTION � COIN U� w r , -I - COMPLETED, PRIOR TO BACKFIWNG t 7 L0/ 00 METER / / r 21 NG 0 � - � , , .- / � NOTIFY THE ENGINEER do BOARD OF HEALTH AGENT s- /G / r r �. R � r � SEWER<INVERT OUT..OF DISTRIBUTION BOX c F Ac / 19.2 t � E -y r % 8.5 VYF FOR INSPECTION. \ 21 . / r • \ 1 6 ! SEINER INVERT 1 , N'Tn LEACHING SYSTEM�I 19 2.4 218 .0 t THESE, ESE ELEVATION� et` S MUST NOT\ t � .5 . 0 BE CHANGED � ! 2 WITHOUT WRITTEN , �aI��R ! t \ A / i ! 17.9 ! / TP APPRO VAL BY DESIGNING �V ESIGN NG ENGINEER, EER #2 4 BOTTOM OF r LEACHING TRENCH t , 1 t \ 7.0 i / / , / / r F !CB ND r v .8 / ALL SANIT ARY DISPOS AL SYSTEM! � , , / - I , PIPING TO WA BE 4 PVC. SCH 40 t , / / ! TER TABLE NONE OBSERVED AT ELEV. BRKN P OSED 1 CU J � 11.0 / ode STOP ! 22.5 \ f . ! / 2 •9 , / VYF J / � 5 EX CAVATE ATE AND REP r � ' LAC 1 � E ALL UNSUITABLE MATERIAL SURROUNDING 1 ♦ ! • .a �w, �ROPosEo YJx2"x1 t TEE / ! / THE LEACHING FIELD FOR A DI r , r STANCE OF 5 PER 310 CMR 15 / .255. x ! / 4 � .4w 2b. / t ,r r / i / t W r / / ` ! \ r , 8.7 / MARCHANT' S MILL 22 W r r PROPosEp s RB , r , � J r O' __- 11.6 I / t J . r t I •' - / J / / TP J POND ' 'PROP / r � 4O1 r r / I n9.o 11 9 0 t / ti I _1 AT VICE / 16.6 / r , -,, , , r .9 r / i , 8. M� � 60 a _ h n 1 t / / � C�IEC TO NG Y / 4 r rc a is Mill Road J I / / , r J x 10�•.,. .7 / t / R # SER VI I TO , 1 TEN IS ' / / l _ 1 r r 1 , ! I J F C� J 1 ACI TIY ! Hyannis Po rt,,opt Massa chusetts h ac us J e tts , WF 3 � !_ B 7 1 0.� _ 0 1 .2 / ! ! /_ r ; i 1 1 , r , , \ f t f ' / P ! 1 / .�. , / PREPARED MR 8.5 r ! 1 i / N t l J GUY WIRES TP / 1 l t� r 1 // / I' 1 O , 1 S I /23 3 ``II'' 1 1 1 �l�G 1 / / / �1l J / A I a AI s port,c u f b t , 8.7 i t 17.1 , 10,2 H]I ,l Po r 1 /R / / 1 1 t :: t t / O/y ► / 1 1 . , / ! 2 OIDI B 6 i / AL t / r I 1 r 1 t , / T111E r t l , x t t 4 1 ` I ' / 14.7 I / r 1 1 / ! , .- 8.7 / J t /1 , ' r i 1 G VEGETATED 231 1 , , STONE P r�E ARKIN r ;G AREA t P 1 ro t , _ sed' Septic . ` c stem..: Upgrade -� x wEn.AND I_ I _ 32 - 12 1 C! T 1 4y.e.ro it.. •�t j s. r 4 A 'ER NYE EN GINEERING _ E . . RING & S SUR VEYING 12 r • 1 t ,t w 7 . . s. � .. .f ! .. tered f �.•. Pro essi., � ... onal En.. tiers. . � and Land Serve 2 � ors !a Y 78 North 3s Street 3rd Floor Hy annis,F.------ s Massa�, chusetts_ >• 02601 .. ---EmsnNc Fn�1Ev FLooa , Y Phone 508 771- - 7502 Fax - ax 508 771 ELEV. 24.2t ( ) 7622 : .. SYSTEM P C t TYPICAL. SSE PROFILE PLAN 0 F LEACH CHAMBERS .. NOT TO SCALE NO SCALE c LE OVER rAMC 20 FWD 0.. GRADE 40 .. DYER , / INSPECTION,PORT . •• ,c� `. OVER � TRENCf! 22Of - 8'MN. SCALE IN 3 FEET r .f 9 (min) Cover , 3 S _ FIRST 2 8E I.EVEI. r 12 GALE f 20 36 max Cover e v ten 2 FINISHED ' •._ . .. O 0� GRADE- h ••• • pv� or - 2 1 8'to 2 COMPA CTED Fl Peastone LL 10' .. 36 MAX. . 9 IN.CI TEE'S ,LEitpllr�G , .. 6r SlII1P r UCT .. • 4 SCH. 40 PVC r . ............................... OF CONSTR ACCESS P �?` 'X'rs 7 MAI�Mti'OLE OVER MEET . . •r ,. .. „ OR FILTER FABRIC c TO rMac 1n AT LEASE . .� . . C r '�i.. r wrrNlN sr FAMISH DA TE. 7 25 r 4 PVC 3 4 TO 1 1 2 - �► 08 o REA�RCED coNcFErE e r / 24 LE DOUB/� N FOOTING .t . EFFECTIVE .� ._ WASHED STONE. 9 g TE G13 �w� O a cn w s s wa cr�r~L e - 5 MIN C. k 5 l wO sY DA TE REMAR ON .SEPTIC TANK DISTRIBUTION 80X Ks / 1500 GALL No Grotundwoter Observed O Elev. 11.0 PLASTIC LEA CHING_ C hCAMB STAO.E' � ER DST >n 6E wsrAu.ED ON A LEva srAeLE eASE Tn BE ArSTALIID ON LEVEL AIL By. bcoap-By., a:AM•IKIBER - CULTEC 330OREU I EQUAL NO SCALE 0. 2007 2007 06 3 CML D I ES GN 2007 063JH o SEPTICdw : 2 007- 0 6 3 I 1 { SOL LOOS DATE 01-os-08 P-12,oe8 CONSTRUCTION NOTES: LEACHNG AREA REQUEENENTS (Office) LEACHNG AREA REQIAREMENTS (Storage) BARNSTABLE SOIL EVALUATOR: BOARD OF HEALTH AGENT: NITROGEN LOADING IMITATION: NA NITROGEN LOADING LIMITATION: NA WALL SYSTEM COMPONENTS STATE 5F AN BE INSTALLED IN ACCORDANCE SIEVE WILUAT P.E. BOARD OF HEALTH R.S. COMMERCW.: 30 LOCKERS WITH AM N of THE STATE E DATE Y F T DATED MARCH 31, DO COMMERCIAL: (TWO BATHROOMS) t s95, As AMENDED THROUGH THE oJ1TE OF THIS PLAN. d� ANY x' 20 GPD f LOCKER LOCAL. RULES & REGULATIONS APPL ICABIE. TEST PIT 1 TEST PIT 2 TEST PIT 3 TEST PIT 4 TOTAL DESIGN FLOW = 600 GPD TOTAL DESIGN FLOW 300 GPD j 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY ; ON G.S.E. = 23.8 0" G.S.E• = 23.6 0" G.S.E. = 23.0 0" G.S.E. = 22.5 THE UWAIR. ELEVATION INFORMATION MUST NOT BE CHANGED . 10YR 3/2 : SANDY LOAM AP : 10YR 3/4 ; SANDY LOAM wrrnour wRnTEN PRIOR APPROVAL BY THE ENGINEER. Ap . iOYR 2/1 , SANDY LOAM Ap , 10YR 3/3 : SANDY LOAM AP PERC RATE - <5 M INCH (CLASS 1) PERC RATE _ <5 MIN. / INCH (CLASS 1) " " " LIAR = 0.74 GPD/S.F. LIAR 0.74 GPD/S.F. 3. WHEN CONSTRUCTION IS COMPLETED. PRIOR TO �. ION 16 9 8 NOTIFY THE BOARD OF HEALTH AGENT AND DESIGNING ENGINEER MIN, LEACHING AREA OF SAS, REQUIRED: MIN LEHING AREA OF SAS REQUIRED: FOR INSPECTION. • SANDY LOAM B , 1OYR 4 3 , SANDY LOAM 600 GPD 0.74 GPD S.F• = 810 S.F. MIN. 300 GPD/ 0.74 GPD/S.F 405 S.F. MIN. B , 10YR 4/6 , SANDY LOAM B , 10YR 6/8 , SANDY LOAM e , 10YR s/s , / / / 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4' SCHED 40 PVC. UNLESS OTHERWISE NOTED HEREIN. 2" 14" 19" 18" PROPQSED PROPOSED M SAND C • 10YR 6 6 MEDIUM SAND C ; 10YR 5 6 ; MEDIUM SAND 6 - PRECAST CONCRETE FLOW DIFFUSORS 2 - PRECAST CONCRETE FLOW 5• IZONO ,E UNSUITABLE MATERIAL. AS NOTED. R THE 'C C ; 10YR 5/8 ; MEDIUM SAND G ; 10YR 6/8 ; MEDIA / / HORRON . FOR A HORIZ. DISTANCE OF 5 SURROUNDING THE WITH 4 OF STONE ON SIDE. 4 OF STONE AT ENDS WITH 4 OF STONE ON SIDE, 4 OF STONE AT ENDS LEACHING FED, AND REPLACE WITH CLEAN SAND PER 310 CMR " 144" ELEV 11.6 144" ELEV 11.0 132" (FLEA 11.5) SIDEWALL AREA: (56' + 12)4 x 2' DEPTH = 272 SF SIDEWALL AREA: (24' + 12)2 x 2' DEPTH = 144 SF 152M TO THE TOP ELEVATION OF THE SAS. 144 (ELEv 11.8) ( ) ( ) 8017OM AREA (56' x 123 = 672 SF AnTmu ARF (at 12') = 288 SF 6. WSULATE ALL PIPEs AGAINST FREEZING AS REQUIRED WHEN _,g x TOTAL EFFECTIVE LEACHING AREA = 944 SF TOTAL EFFECTIVE LEACHING AREA = 432 SF LESS THAN X of COVER. SYSTEM DESIGN CAPACITY = 944 SF x 0.74 GPD/SF = 698 GPD SYSTEM DESIGN CAPACITY = 432 SF x 0.74 GPD/SF = 320 GPD TANK SIZING: 600 GPD x 20OX = 1200 GAL TANK SIZING: 320 GPD x 20OX _ 640 GAL 7• O LIT100: THE CONTRACTOR SMALL CONTACT DIG SAFE (AT USE `1500 GALLON TANK MIN. (TWO COMPARTMENTS) USE 1500 GALLON TANK MIN. MVO COMPARTMENTS) 1-M-DIG-SAFE) AND UmUTY COMPANIES To LOCATE ALL EXISTING UTILITIES, AT LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION. THE CONTRACTOR SFWl DETERMINE THE EXACT LOCATION. BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING NO WATER AT 144 ELFb 11.8 NO WATER AT 144 ELEV 11.6 NO WATER AT 144 ELEV 11.0 NO WATER AT 132 ELEV 11.5 ununEs BEFORE THE START of ANY WORK. THE LOCATION of PERC o 60" (El•EV 18.8) PERC 0 66" (FLEA/ 18.1) EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE RATE- <2 MIN/IN RATE- <2 MIN/IN WAY ONLY, MAY NOT BE LIMITED To THOSE SHOWN HEREON AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS CLASS I SOIL CLASS I SOIL REPRESEMATIVE. THE CONTRACTOR AGREES TO BE FULLY ABLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE UTILITIES EXACTLY. F ELEVATION INFORMATION'DIFFERS FROM PLAN woRMAwK THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS. VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC. TELEPHONE & DATA/COMM AND RELOCATE IF CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE CONTRACTOR SMALL PRESERVE ALL UNDERGROUND UTILITIES AS REQUIRED. r i VA T N DESIGN SCHEDU LE (STO RAGE) E) ELE VATION DESIGN SCHEDULE (ADMINISTRATIVE OFFICE) EL t • � •: .• .-_•:•TILL , .. PROPOSED, FLOOR EXISTING FLOOR 21.6 23.0 s ..LULL AT FOUNDATION 19.2 SEWER INVERT AT FOUNDATION ""•t ` " ' `�' '' SEWERINVERT � ,.'•.♦: ,k :� - ' .,.: � � .. 18.$ - 16' INVERTSEWER I 19.1 � I SEWER INVERT OUT OF SEPTIC TANK 18.8 SEWE INVER OU F IC TANK 18.5 n SEWER INVERT INTO DISTRIBUTION BOX 18.6 SEWER INVERT INTO DISTRIBUTION BOX 18.3 SEWER INVERT OUT OF DISTRIBUTION BOX 18.4 SEWER INVERT OUT OF DISTRIBUTION- BOX 18.1 OF CONCFr.ETE F7AV DIFFU SORS a . PLAN SEWER INVERT INTO LEACHING SYSTEM 18.0 SEWER INVERT INTO LEACHING SYSTEM 18.o No sr,Au.E BOTTOM OF LEACHING SYSTEM 16.0 BOTTOM .OF LEACHING SYSTEM 16.0 N NO GROUNDWATER OBSERVED TO ELEVATION 11.0 O GROUNDWATER OBSERVED TO ELEVATION 11.0 STORAGE Bt1II.DING j 4' ♦.\_ s � � � � Merchant's Mill Road t• 4' +..~�: Hyannis Port Massachusetts 6 UNITS 8 • . 4 12 •.,. ,.`_•.>.4 ,�' :b•'-{•: •b. + t_`' •.•i•.•a:. ., .,t PREPARED FOR - Hyannisport Club 56 TRLE f Pro sed Now Maintenance Building 9 PLAN- OF CONCH FLOW DIFFUSORS No SCALE TYPICAL SYSTEM PROFILE TYP � R ENGINEERING & SURVEYING r NOT TO SCALE IF AREA OVER SEPTIC SYSTEM IS UNPAVED, MANHOLE COVER OFFICE BUILDING BAXTE NYE G FRAMES ARE NOT NEEDED. ADJUST CONCRETE COVERS TO s STORAGE MUDINGS Registered Professional Engineers and Land Surveyors PROPOSED CONCRETE COVER OFFICE BELOW FINISHED GRADE � Y FINISHED FLOOR Tn 6 BMWMassachusetts 02601 (STORAGE ) h►► 78 North Street, 3rd Floor,Hyannis, 23.0 MANHOLE COVER FRAME Phone- 508 771-7502 Fax 508 771 7622 .� ... . .:... ,:._. F>�ISHEv c�AOE oVET: rAI�I( 1 ( ) ( ) FIwsFILD CAW OVER D. BOX • 21.5 f MANHOLE FRAME AND FINISi p MADE OVER LEAC#MG S1�STE111 : 3ik 22A COMER TO GRADE; _ WASHED STONE FIRST 2 (TO BE LEVEi,) 9 (min) Corer IF UNDER PAVEMENTS 20 0 - 20 40 4• SCH. 40 PVC ... •, ; ,, 36" (Max) Cover - c =��.' 4 SCH. 40 PVC: 2• r OL ( t _��• ' " M 1 CONNEtiTaN SCALE IN FEET -� ._ CONCRETE FLOIIr 2 - • •+tk t : SUMP 4 SCH. 40 PVC I"� y y( �`�•^� DIFFUSORS O, � • .t. • • � .. ,,.... tyg� t ♦ r . :.-..[,:s R'��' M'�'h4'. •'•w Z't+V,YY\���7 j`�i!•• _ :. •• - NSTAII. 1 Yr ,,� :-.x.•tt SCALE: 1" 2 py� 10 Ci LEES o v " ' A•f•v%�•♦vr�pt•: ::Nit • • C.AS BAFFLE [. �_ .[. 4 DIAL PVC 24 12 ..«3•.,.«' t y�,pf r '. q !•••i .... .. .. ••Y f•.. T ,'•+'Kt ,•}t ;.S` v lt�t ....• ► �' 3•^.T+i 7.•� M ••� : o L= o � ..EFFECTIVE ;�n .w.�>w,.�.•. Y,,,..V!`•T:► •• .� �•� �f:b ,.-�tti,«'� �,�;� �� <. BAFFLE 12 O � « _.7sss rex��• �• •.. x, r•t. ''`� ; • s - . . ii DEPTH 12 •��'�.r.•. ��-• --• �►1�•'' " `+ !�fiY. tT; r •ib't:;�}.. -�.�" - .a• t;8ir•t Y '' ,7rj..ka. ,�•.;[_..+ 12 y 4 .. .. ... . ... . . . - 4 t121 M •, . . . a. 1 ao DATE. 4-23-08 C 5' MIN H OF FLOW DIFFUSOR + No Groundwater Observed O Elev. 11.0 1500 GALLON Two GOMPARTMENTSEPTIC TANK DIS1RIBt1T10N Box CONCRETE LEACHING CHAMBER DETAIL i ' - H-20 (H 20 LOADING) Z H-20 H 20 NO SCALE C=2 OFFICE dt STORAGE BMINGS Ne.aoass No. BY DATE REMARKS WN ORAM►W NUMBER c �AL 0: 2007 2007-063 CIVIL DESIGN `2007-063PB.dw c 2007-063 c c C\ � PROJECT NO.: 09-2009 r . REVISIONS: PROJECT TEAM: ARCHITECT [ARMOUT ER G. BROWN MAiN STREET-UNIT 3 HPORT, MA 02675 8623450 NTRACTOR AXTIMER ROSARY LAME SAGHUSETTS 026CM -778-4944 'BENCHMARK" RAILING SYSTEM REUSE EXISTING DOOR AND FRAME WHITE CEDAR SHINGLES- FiNiSH / \\ FFF. TO MATCH EXISTING \ ANDERSEN 400 SERIES 2032 \ REUSE EXISTING DOOR AND FRAME \ / 4 \ � I I I -- ------- -------------�--� O SOUTH ELEVATION: 414"=4'-0" PEN t� M O PVd ROOFING SYSTEM W/ ~ ~ 3' RiGiD INSULATION-COLOR TO MATCH EXISTING _ VAPOR BARRIER . ROOF OF 3/4 CDX TONGUE AND �� w GROOVE SHEATHING GLUED AND NAILED TO JOISTS-2X10 JOISTS AT 46' OC-1X3 STRAPPING AT 46" q r OC-5/8" GWB FINISHED AND PAINTED �= SAW CUT EXISTING RETAINING r--' WALL. DEMOLISH EXIST WALL Oak r/1 AND POUR NEW WALL-SEE SECTION DETAIL THiS DRAWING 2 x/cam Imo► EDGE STRIP BY ROOFER ALUMINUM GUTTER AND / U DOWNSPOUTS / 2 I I K J O AZEK TRiM PAINTED REMOVE EXIST PAVING BLOCKS I I a WHiTE CEDAR SHINGLES I I SOLID BLOCK 0 BEARING WALL EXP 5" W/ WEATHERING OiL AND POUR NEW 4' CONC. SLAB I I t,J S W/ 6/6 10X40 WW MESH REIN-FORCING AND 6 12 L �G 5/8" GALV ANCHOR BOLTS INN 5/8" CDX SHEATHING V POR BARRIER MiL POLY I I Aw W/ 3X3X1/4' PLATE WASHERS 2X6 STUDS 46' OC W/ ANDERSEN 400 SERIES 1� ® 30" OC. FiRST BOLT NO R 19 BATT INSULATION DOUBLE HUNG-2032 �I MORE THAN 42" FROM END 36"x12" CONT CONC FOOTINGS I I OF PLATE. APPROX FiNiSH GRADE UNDER BEARING WALL-3 #5 I I r1 C' BARS AT BOTTOM I ( 2X6 STUD WALLS REMOVE EXISTING SHINGLES 2X6 STUD BEARING WALL I I THiS WALL-EXIST SHEATHING STUDS 16" OC-5/8" GWB FINISH 016" OC TO REMAIN-INSTALL 5/5 GWB BOTH SIDES OF WALL-3 2X12 I I OVER EXiST SHEATHING W/ 4/2' CDX FILLERS HEADER I I OVER SERVICE DOOR _ NEW 40' RETAINING - + WALL AND FOOTING NEW 4' CONC. SLAB W/ 6X6 2" RIGID INSULATION - - 5 1/4 X 9 1/4 LVL 10X40 W W MESH REiN- FORCiNG AND 6 MiL POLY BEAM-CONTINUOUS VAPOR BARRIER ° + #5 HORIZONTAL. ® 12' \� 2 3-0" I X 7-O " \ FiBERGLAS DOORS 1X4 BASE-PAINTED a. #5 (BENT) VERTICAL \ RE-USE EXISITNG DOORS ® 12" OC - --------- - ---- TYPiCAL ___ ----—--- -- NEW ALUMINUM TRESHOLD TITLE e, FiRST FLOOR #5 CONT® 12' PLAN, SECTION 7 e ELEVATION a DATE 1 I #5 ® 48' 9 NOVEMBER 09 12X36 CONT FOOTING I I W/ 3 #5 AT BOTTOM I I DRAWN BY: -- I �- ------- , PGB EXISTING RETAINING WALL a7 SCALE: I 1 FOOTING BEYOND �--------------J . ,n ,,��,��� r a�r,rc � .� �'��°�g .. I�Fl�� �. AS NOTED d i«it: 4 R4f"i3C..Ili¢ EV DRAWING NO.: t ., i Rd4 SECTION A-A. FLOOR PLAN: f 0 l— � PROJECT NO.: 09-2009 REVISIONS: PROJECT TEAM: RCHiTECT PETER G. BROWN 7 MAiN STREET-UNi r 3 ARMOUTHPORT, MA 02675 08-362-3450 ONTRACTOR ME JAX11R 8 ROSARY LANE CT! mYANNiS ASSACHUSETTS 02604 0 BENCHMARK' RAILING SYSTEM 8-778-49M REUSE EXISTING DOOR AND FRAME I WHITE CEDAR SHINGLES- FINISH FM1 / \\ FFF 11 11 111 1 TO MATCH EXISTING \ ANDERSEN 400 SERIES 2032 I I REUSE EXISTING DOOR AND FRAME � � 1 ---L I — ---- -- — — -----------J--1---i — --------J--i Z SOUTH ELEVATIONNEW M 'PVC ROOFING SYSTEM W/ ~r 3" RiGiD INSULATION-COLOR , TO MATCH EXISTING VAPOR BARRIER Aft qW � 1 W ROOF OF 3/4 CDX TONGUE AND GROOVE SHEATHING GLUED AND NAILED TO JOISTS-2X40 JOISTS 'AT 46" OC-1X3 STRAPPING AT 46" OC-5/8" GWB FINISHED AND PAINTEDomk T SAW CUT EXISTING RETAINING WALL. DEMOLISH EXIST WALL AND POUR NEW WALL-SEE SECTION DETAIL THiS DRAWING .. AW om EDGE STRIP BY ROOFER w ALUMINUM GUTTER ANDF- DOWNSPOUTS I _ r�17 r IK 0 'AZEK' TRIM PAINTED REMOVE EXIST PAVING BLOCKS I I WHITE CEDAR SHINGLES " SOLID BLOCK ® BEARING WALL = AND POUR NEW 4 MESH REIN- SLAB _ . EXP 5" W/ WEATHERING OIL FW1 6/6 ORGti`fGOAND 6 MIL POLYREIN- � � � 6V L �'`� $ 5/8" GALV ANCHOR BOLTS 5/8" CDX SHEATHING VAPOR BARRIER W/ 3X3X1/4' PLATE WASHERS 2X6 STUDS 46' OC W/ I I r[� ANDERSEN 400 SERIES ® 30" OC. FIRST BOLT NO R 49 BATT INSULATION 36'x12' CONT CONIC FOOTINGS I I DOUBLE HUNG-2032 i•I MORE THAN 42' FROM END OF PLATE. APPROX FiNiSH GRADE UNDER BEARING WALL-3 #5 1 1 BARS AT BOTTOM I I 2X6 STUD WALLS® 46" OC REMOVE EXISTING SHINGLES 2X6 STUD BEARING WALL — I I THIS WALL-EXIST SHEATHING STUDS 46" OC-5/8" GWB FINISH I I TO REMAIN-INSTALL 5/8 GWB BOTH SiDES OF WALL-3 2X42 --- -I--->-- STAMP -------------- ---- -- OVER EXiST SHEATHING W/ 4/2' CDX FiLLERS HEADER OVER SERVICE DOOR NEW 40" RETAINING u WALL AND FOOTING -�) JA NEW 4' CONG. SLAB W/ 5X62" R1GiD INSULATION � 5 4/4 X 9 4/4 LVL 4OX40 WW MESH REiN- BEAM-CONTINUOUS FORCING AND 6 MiL POLY2 3-0"X T-O' VAPOR BARRIER 1 #5 HORiZONTAL ® 42" �� FiBERGLAS DOORS q #54(B N ) VERTICAL - 4X4 BASE-PAINTED RE-USE EXISTTNG DOORS - -- - ------------------------ NEW ALUMINUM TRESHOLD TITLE TYPICAL -__ 4 1 FiRST FLOOR #5 coNT� 4?' PLAN, SECTION At A L��4 6. ELEVATION DATE 1 1 #5 6 48' 9 NOVEMBER 09 42X36 CONT FOOTING I I W/ 3 #5 AT BOTTOM I I I DRAWN BY: I PGB r- -i L -------, I �• EXISTING RETAINiNG WALL SCALE: I I FOOTING BEYOND AS NOTED --------------J u x'"1 134 DE �'ARTMEN1 DRAWING NO.: a.; S,.(,'FKQ0t. RD. EXI ._ . FLOOR PLAN: SECTION A-A: 4/z"_1 0 Awl