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ALT1-CUGH A LCT OF CARE WAS I, . I 1 �' rEX15TINGCzONE INTO THE F RL:PJ''ATiO' C' THE DRAW NCs3 TO EN UR_ CONDITIONS AND M THAT THEY ARE ERROR PR IT IS rl-r_ RESPONSIBILITY OP TWE "i ► � CONTRACTOR TO �C'5 1 HE D;ZRI* 1Cs3 FOR �OR0 OR . RDERING OF MATEEIR1A1.6 AND CONSTRUCTION.,SSIONS AND TO ALa HEM TO ANY SITE CONDITIONS, WRITTEN DIMzNSiDN°� A+WAYS �-r4VE PRECEDENCE OVER SCALED DIME'48IONS. THE GENERAL CONTRA :TOR SHALL NOT SCA1._ DRAWING8 =OR M=A& REMENT8, BUT S!AL1• VMIFY AT THE SITE ALL LEVELS AND MEASUREMENTS PESSARY FOR COMPLETE FABRICATION, CONT(NUOiJs RIDGE 'SENT ASSEMBLY AND INSTA;.L4TION OF HI$ OR HER IUORIC, MINOR DETAILS OF THE WORK NOT SPECIFICALLY SHOWN ON T44E DRAIUiNGs SI-!ALL B£ 1�-' �ERT�4INED s1' THE CONTR,4CTOR AT - . - . - ' - _ l- .- K - - � - - - ~• THE SiTE OF TEE U10RK, AND SHALL BE AfL.rCO1NPLI6HED BY i IIM -r �1:12 ' I'1"G - ' . ' - r i �',as��•IA>_T o sHINGI T14EE �� - 1- - THE INTENT CF rH.� PROJE-.T. ,, x al e 1 L i • ' ' • 1 IATCH E IST iNG) �T�NG _ ; �IMATCH EXISTING ,_ . _ _ - _. __ _ �_ 1 `%, 1L�1 - . _ . _i......... _1-- [ _.:- - . _ : ..-: - - , -.-- -i CONTiNUOUB RIDGE ',/ENT 1 '0 � ._ - -- - _.... .._ .._4 - ... _.- a.- . . _ _3 -- 1- -••. -- - ( � (GARAGE) Q Jam_. n 1X8 RAfCE i� 7D�- �\ 111�1X2 SHINGLE A1+1D ;__...I --- - - _� - _- , �__. - - - . --._ _ _ _ - ; --�.. __+ -r y :.. ;- .- + - _ _ D a�i�alN i GA ',� GE) !MATCH EXISTINC=� {� _ ....._...-- - �- - - , - .- _..,_ '. : _ _: - . - '- _ I '4'St' ,*ELT ROOF SHINCiL.ES - ---• _ : - - - - _.. _._ -- - « a1� a 1 I r - -- - - - - _ .. , ... I-.• _ _ - - - - - l.. _ . ING� ` i --- --- -- - - _ ' - a - � ��` !MATCH EXIST I r 12 � ( �3 1 ' 1 - - --, _.j ''_-- _ --.. _ _ _ _f..-....._.• _.._..... . --- � . _..r -- -- .1 ._ . _. + , _ . . - --t _ - _ t__ _ - .._. _. ___._ _, 1 I ' . 1 i - t } i t - -� . . ..{.- a _.--•- -_a. . 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CONT(NuOUS RIDGE --SENT 1 RETC IS POUE ED.. r E CONCRETE , (/ , .t ._. _ .1.. .r.... --1 _ .._• ..a._. •..-_,_ 4-__ •4 _. _. . i'" - . .. - __>._ _ - _ _ • -�.... .. - i .r. _. +._ '. ..t. •� ♦ .-- `.- -- - • - _' _. - : _'+_ �. - ._. • _ '_.__­4....__' - __ - - 1 t--.�_.-. -'1 ... ;.__a _ _ - - _ - • _•__ - -i ..._.1-._._ _ _ ...._.....1 _ _ ADDITION ',�4 .0 1 { :1' .,.. _ ._ . . _ - . .- '1.. , _ _. _ - - --- z_. , - _ _ _{-..AS'I••IAl-T �+' }�� I r," /,�` �j/•�� DEPARTMENT - -, - ..!• -' '-'t _ . - ` I 1. t t I i i I' i.. �7H11 WS :��Mfi�tilD -� ._ `1-- _ . - i - -1 - _-�- r • - • . -- t - . - , ' - 1 , - a r y4_ - . _ - . _ a I ; . : . - .. T .:--- . - . - -_ ... !MATCH EX(STING� " "' ,j, .. _ .;i tR'7'ioLf`i�i - �s • : - - • I . 'ASPHALT ROOF 6HINGLES } - r ' ,. . _ a. i -. _ _ . --i , _. . . . -t_ ._-. T ._,__. r- -'- - T > _. . 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ALL WINDOWS MANUFACTURED COMPANY 1�1U CTURED E31' ANG�N WiN1�OW _` 1 ; ti/ERI' ROUGH xEg 1 OPENING 81 ESS REQUIREMENTS A . f i' _ _ _ r r _ _ r _ _ _ r _ _ r r r r r _ r _ r r _ _ _ _ _ _ r r , �� 1 TEMPERED GL� REQUIREMENTS PRIOR TO CONSTRUCTION - - - - - - - I CSTONE PROJEC, I v.- 02025 ------ ------ ALL WINDOW AND DOORHEADERSTo BE t2J-2XIO NUMBER TWD . GRADE LUME3m WITH 1/2 PLYWOOD PLATE, UNLESS OTHERWIIE NOTED DATE: 22 ��. >t�3 RIG T .1 IL I - L VATION .. . - I SCALE: 1 /411 s I ON U It I 11 = _ N�`. SCALEM 114 = 1-O. DRAWINI N0. . ` ALL NrMGES�4RY ENGINEERING= Dr4Tr4 TO BE SUPPLIED �Y CONTRACTOR ALL P�caE1=A4BRICATED ,STRUCTURAL 1"iEMl3L. '� RDD>= � g (FLOOR TRUES, LVL SUPPORT �3EA1~ig, I � ml TRU86ES) TO BE ENGINEERED BY I" �ANUFACT1IRER . . SHEET - 3 OF11 .. i THE13E PLANS ARE FOR E CONSTRUCTION OF ONE BUILDING Cti1LY AND ARE NOT TC BE CC IED lu ANY FORM WiTHOUt THE - - EXPRESS WRITTEN PER`11581O%' OF NER3TONE DE51GNlBUILD SERVICES,IN. A! t L1GH A LCt O Gr4i2E �•F�►8 11"i OI?TA1�l'1": GONE INTO THE PeEPARATTO� cI= T+�� DRAW(NGs TotsUR= 11 THAT THEY ARE ERROR FRS, IT IS t�-4= RESPONSIBILITY OF THE . - YERlr�zY �,� EXI6TiNG CONIDITION5 AND MF.A6URE1 F-NT6 CONTRA ITOR TO CHECK THE 12RA"C'S FoR ERRORS OR CMISSIONS AND TO ADAPT TWF 1 TO ANY SITE CONDITiO?�S. { ' ?IOC ' TO ORDER11�1 OP MATER«►� A � CON T 'I CTiOI�I. WRITTEN DIMERS1ONg ALWAYS ;•AvE P ECEDEfJGE o;r . -ter SCALED DIi" (EVSIONS. r , . , THE GENERAL CONTRA-•tOR £� ,, i �- HALL NOT SC 4=- DRAWING$ --:OR 'J.. r3-K ir- ,, , . • -, RIFY AT THE SITE ALL LEVELS MEASUREMENTS, BUT SHALL Yr ., . AND 1'�EA6URE1`1ENT8 NEGE3$ 2`r FOR �'.OMPLETE f=ABRICATfONI • , : AWEI-MLY AND INSTALLATI& OF HIS OR HER WORK. 1" MIv.OR �! : . DETAILS OF THE WORK t+IOT $''11=(GALLY 6NOWN 01�1 T+4E 11C1 11D. 11. 1�. 1 DRAWINC6 SHALL BE A3CETTA1NED BY THE CONTRr4�TOR AT THE stTE of THE u.1ORK, AND e;•�ALL a"qB�A0:Mvk64-0(..9� �AMPLISHED SB� 00 I.11I"i :. - II I. - . . 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WOOD DErIKING - _• -• -- - --+ . .- _ - .- -•• _. - _ .. r� --- --- --. -- -.._ ...... - - t TOP OF FOUNDATION :( - . -- , .._ 1" i.POTOCKI '. Y ti .. ,:a' y •; '' A - , •., I DRIWN ey: , l , • d 1 V►VMN'^V"WMAV►VIMAN�IMqo.vvPhM�1/IM{0MpiMMi1M4AMA4I►M11MV►MMI►VNFI1 Mlirw.MMAMviMA�A `" %MMNMMAN MMMNWWAWIIV►NMMANMAMMAMMtlMMW11V►N NVy,NW1MMWMr►,IIt�MMMMVMMW►MvwMMM"w�vn+�MMAMNW►V�MI�MNWMr►MI�Mr►ru'w►v►'nn.Mw�MMwlr.ww►r►MwMNW►NVNMMvwuorrr►a► r►w►MVMVMV►VMMW�MNVNMNWIM MWMAWVNNMNnMw^Mww►M wM+�MM1111ANMANWMAMWMr►MnM►N MMANWW►NMr1M N MNANWVMMMNMVMMNWW\V' %V►W W►WMANVMM ?EviEWEi: �i' q.' CSTONE PROJF'T v: 0202 •" DATA: 22 SAP. 03 i II n t u I. f 1 /44 o I -O TOP OF 1BASEMENT SLAIS SCALE'. -- U it. ,;- .. NOTE: ATE: DRAWING NO. ALL WINDOWS MANUFACTURED R1' ANGERvON IUiNDOW GOMP,4NY ALL_ NECESSARY ENGINEERING Dr47A TD BE SUPPLIED 61' CONT,4CTOR • II II VERIF'�' iR0UG4� OPENING SiZES, EGR:1:55 REOUIREMENTB AND 6CALE: i/4= i 0r TEMPERED GLASS REQUIREMETlTS ' IOR TO CONSTRUCTION ALL'- PREFABRICATED STRUCTURAL MEMBERS (I=LOOR TRUSSES, LVL SUPPORT BEAMS, . . ALL WINDOW AND DOOR I-1EADER5 TO 5E {2)-2XI0 NUMBER TWO ROF TRUSE)EB) TQ BE ENGINEERED BY Mt' NUFACTMER GRADE LUMBER UJIT14 1/2" PLYWOOD PLATE, UNLESS OTHERWISE NOTED S�-IEET � Of 1 _r . ,, a , r n -y m-• .x_ . ,.u,n n �I ~OUNDATiON NOTE: ALL ELEVATIONS ARE FOR REFEREN :E ONLi'. ACTUAL ELEVATIONS TO BE DETERMINED iN FiELD 3Y ENGINEER, A %OCESS DOLES FOR WATER,SEWER AND OTHER UT O LITIES TO BE COORDINATED., . ' OVIDE At�GHOR BOLTS 121FROM EACH END ANC 61-01, O.C. ASTUAL FINIS!-1 GRADE TO BE DETERMINED ON SITE. i4STALL BASE11EN T DRAINAGE IN ACCORDANCE W)l. ENGINEER'S RECOMMENDATIONS, i>^'iFORTANTIV VERIFY ALL EXISTING CONIDITIO N8 ,AND t"iEr4 PRIOR TO ORDERING C F MAT ER IALS ,1-`NO C It2r SUREMENTS ONSTRUC i ION. 2X4 WOOD STUDS 16" o,C -13 INSULATION 99.42' 1/2" GDX PLYWOOD /¢" T4G PLYLU00o SUBFLOOR SHEATHING 't7 f + 11!tt1t '� !�• �+i WOOD SILL PLAT 11)-2b P.T. WOOD 6IL LATE `LNG. TJI FLOOR JOISTS9$.12 SILL SEALER -19 INSULATION . 4 - 17 2" D I A. ANGHoR BOLT '.: = .. • "' � �'-0' Q.G. FINISHED GRADE y !VERIFY ON 6ITE1 f 0 GONGR?FM e3000 (2)-"S RE -BAR AT ' FOUND. f ' i TiON WALL TOP AND BOTTOM ._ ,.. - OF WALL WATMPRQOF 1 .l. ' I FOUNDATION i i . 1 l -;- ;•-' -'1 :.i`..,.._� •r. , j II GONGRETE 13000 P8i} I . 4" PERFORATED P°fG �.' FLOOR SLAB AT PERIMETER OF FOOTING _ .;..;. Y• l`/ERIFT INSTALLATION WITH ' -� }•+ SiTE ENGiNEER� _. = - -�-• +-;-� ..� _!_ '---- _�.. ..1 + a .. -i _;. ! R. '• " •, bML POLT VAPOR BARF21M RIF-BAS-> '`COVER 3/411 STONE BASE - 1011 k �4" GONGRETE 13000 PSi) FOOTING +/KEyrD) I I 1 I I !Ifi SCALE: 1/2" 2X4 WOOD STUDS 9 O,G 1/2" GDX PLYUJOOD SHEATHING I)-Ze.b P,T, WOOD SiLL PLATE 1/2" DIA, ANrHOR BOLT SiLL SEAL.M -0 0 Q.G. 4" GONGRETE 135o0 PSi) 2)-" RE -BAR AT FLOOR SLAB TOP OF WALL bll k b' LU.W.1" i. FINISHED GRADE t•. • (VER IFY ON SiTE) � V • , I - 1 i ' - i • GOMPr4 -TED GRAVEL • GONGRETE (3000 P81) FOUNDATION WALL 5 REF -BA • - t-`• i ,._ice :.. f-•- -�_ 1. .. 1 .�. -� _�-_.:-.....�.1 • 10" k �411 4NGf2ETE (3000 •P$i) - FOOTiNG :'ICEY D) ffig [.I— - SCALE: 1/2" = 1'.n" lUf4LL LEGEND E�;cis-nNG FourDarioH WALL ►emu FouNDariox w,au NC; TE: ALL NECESSARY ENnsINEERINCs DATA TO BE SUPPLIED BY CONTRACTOR ALL r7!"REFABR►CATED STRUCTURAL MEM15ERS CFLOOR TRUSSES ROa:': TRUS SES) TO BE ENGINEERED By MANUFACTURER. LvL SUPPORT BEAMS, THESE PLA>ig AP_-= FOR THE CON6TRU T-ON OF ONE I3UI DIN CNL'I• AND ARE 1 OT TD ISE COPIED IN ANY FORM WITHOUT TWE RXPRESS IJRITTE%� PERMISSION OF CC'RNER6TONE D=616N/SUIID SF',E-VICES,IN. ALTHOU&H A LOT OF CARE HAS ' ONE INTO THE fti?-EPAR.ATION OF THE DRAW iN68 TO ENSURE THAT THEE" ARE FRROR FREE, 'T 16 THE RE6PONSIMILIT1' OF THE CONTRACTOR TO CHECK TIME DRAJIN66 FOR Etr'RG'R6 OR CM166IONS A\10 ADAPT THEM TO ANY SITE CONDIT'ONS. WRITTEN DIM_:FNSiGN6 AL.WAY-6 4-AVE PRECFDENCE OVER SCALED DIMENBIGNS- THE r ENERAL CONTRACTOR SHALL NOT 6C 4 -E DRAWINGS FOR MEASUREMENTS, ;WT SHALL VER FT AT THE 61TE AL LEVELS EVELS AND *iEASUREMD'T6 NECESSARY FOR COMPLETE FAISRICATIOV, A-4AEM6L7 AVD NSTALLATION OF HIS OR HER WORK MINOR DETAILS OF TI-E IlCRK NOT 8}FCIFICALL't' SHOWN ON THE DRAWIW-,S SHALL ISE ASCERTAiNED 15y THE CONTRA; TOR AT THE 61TE OF THE t1ORK, AND SHALL ISE AC=M='LI6HED !S I. RM LLi'TH THE INTENT & 'HIS PROJECT. DATi_ REl/1310N8 BY _T CHANGE .7 TI-ev: r i'p Aw „�.r IFO NO-TUP" SE 1k! '.rOT1O: I. RE THE CONC IsE7 :3 DI Dia3s„� C-,4,u,I Z z FIR- ' T PP11gf r: j Pond On-,, ru Mtcd. tojejis and floo ... tf . a material cap' :. !� of pre ITir� f mGs and hOt riser • _ c o .. eni's of tI ! 11'o3 60RAND ARMY Hir3HwAr Si:'ANSE,4, MA.SS,4CHUSETTS 021T1 TEL - 1508I-6i9-2600 FAX - (508)-619-2600 ' oe STONE ` ORN r*.. E51CxN/$UI!_D SERVICES, INC. 5 DRAWN BY: M.POTOCKII REVIEWED BY: CSTONE PROJI=CT OZOZ DATE: 22 SEP. 03 SCALE: 1 /4= 11-011 DRAWING NO, SHEET 5 OF I1 9 i HE6E PLAuB ARE FOR -,�;E CON6TR=T'ON OF ONE SUILDIN ,NL1' AND ARE NOT TO �FF DIED IN ANT FORM WITHOUT THE �ePRF-66 URITTEI pERM161ON OF CORNER6TONE �£816NiSUILD 8£RVICl=S,1•. ALTO-GUGW A LCT OF CARE kA6 iDNE INTO THE PREF,ARVTION OF TH£ ORAWINGB TO ENSURE HAT THE'V ARE ERROR r2EE• 'T 16 THE REgPONVISILITI' OF THE 4NTRACTOR TO C�-ECK THE pQAW N'SS FOR ERR0R-6 OR :MIS6104-S ACID TO A,DAtT THEM To ANY 6ITE CONDIT'oi\8. JRITTETI DIM:-NSIONB dui-%y6 SAVE f'R�C£DENCE OVER ►CALEP DIME SION6, -HE 6 EHERAL CONTRACiG'R 6HALL NOT 6CALE DRAWINGS FOR iEA&IREMENTs, SLIT SHX- L VER'FT AT THE 61TE ALL L-'-vF:-L6 4ND t-iemUREMENTe NECEgSART FOR COMPLETE FA15fe- (CATION, 48SEMS1.1r AND INSTA I -,, ION OF H18 OR HER WORK, MINOR '_'TAILS OF TI'-E WCRC NET 8PEC IFICALL-1- SHOWN ON THE :)RAWIN66 SHAD i5E A8:=£RTAINE0 IS'r THE CONTRACTOR AT rH£ 61TE OF THE WORK, X-"4D SHALL ME ACC0M=L1644ED S3' HAM UITH TAF- INTENT CF TRI8 �'R0JF-CT- NO. I DATE ft�EVISIONS mY I CHANCE 163 60RAAND ARMY HIGHWAY c;. AMSE4, MASSA4CHUSETT$ 02-M TEL FAX (508)-613-2600 COID RSTON'" DESIGN/BUILDXNL 8 VICES, INC. SHEET TITLE: DRAWN eY: 1" POTOCKI REVIEWED�� = CSTONE PROJECT 02025 DATE: 22 SEP.- 03 SCALE: • DRAWIN6z NO. SHEET 6 OF i- toUl OIL U. — p� 4) ul in 10 �11 it .Z lia lil Q -4 V LL O Z r z a j c� z I � t� x m2p 0 f- �- ua i�iiinowiz!iv — akn twu0^U a0 r N CaLLle - �� Ott -a gzlL� to w u Qz ��u1�� Oi- �v��uu � (:nZ!4-1GlDNl>OOW� to � ' � IU4 � pLLz� �u qq P4r ? � �' z ,Q � � � I— e N F- U- LU � }}Lu gi -,zu N19 V N Flf wul Cj u tl�- z z �x QOQq au� �� oee■ E- z LU ae■� Z n■e■ z w x a Q , 4 w z 4t< C[NV ULW a o r �, Q a .� CICI I�17 LU U Cl A -�o ax z� N0111 V Q A� wro 7� !IF- � tiha Qom tf} _Q z V LU ::3 r t� �L 1 V Lu LL V V 7-ScH _Glxz-%.s.J_ w WM cr 200 -Y. cc 04 CJ uj tn to Q _,�:� c _� �``�.J' 'S �►� y Lu WW. *WWI 0 W i-JI a, ' c is ...� 0 I E-4 C3 C 0 cr �' � � cot 6Li �.. '?-C Lu C.. CL 0 91 �q W F- � U I— Q W ui g c LL uj N Z W tu ~ '4 J to MCI W ac z UJ l.l. uj W of �-- U- J 4 N ,, , e SCALE:: 11411.011. i� iI u g�6,-0y II n u Y Y Y mmmmmmmm mmmmmmom L NOTE: A! L WINI DONS MANUFACTURED BY ANDERSON WINDOW COMPANY VERIFY RO(JnH OPEN1N6 SIZES, ESRESS REQUIREMENTS AND TEI fnE Z 6L.ASS RE=1FREMIENTS PRIOR TO CONSTRUCTION ALL WI. ;1J AND DOOR HEADERS TO BE (2)-2XIO NUMBER TWO 6RArDE LU'''BER WITH 1!2" PLYWOOD PLATE, UNLESS OTHERWISE NOTED IMP�iRTANT: VtE-i�iFY AL-1. 1EX15TINCs CONDITIONS AND MEASUREMENTS PRi(OR TO ORI�IRi21NCx OF MATE121A-5 ANp CONSTRUCTION..' WAL-1. J-r=GEND EXISTINcS EXTERIOR WALL EXISTING INTERIOR WALL NEW EXTERIOR WALL NEW INTERIOR WALL F1',qE,94..T0PPU\!Gx NT e tru r ted virta.US and floorz shell 11 mate-ria-1 capable o-' preventing s and hat gasses when subi T I#r of Cie Tort SP71,e?1 y . f,0N0-T SIZF lP.,D DEPTH jN ECTrX.! 1V'%, REQUIF,ED BEFO 'IE TH.r CON DRETE IS POURED. T'")! LE� DEPARTMENi' mow.; i Cf, a -,,"10Vt,6 YOU DRLA�Y! ILL f!''J'T FE �{ rUtL DIhQ DURING THE OF TH4S %VO 1,K. e. „ron1 ~ V:r. ! its DiZ4`1� � site 3 -z, NOTE: ALL NECE%SARY ENGINEERING DATA TO BE SUPPLIED BY CONTRACTOR ALL PREFJV'ABRI CATED STRUCTURAL MEMBERS (FLOOR TRUSSES, LVL SUPPORT BEAMS, ROOF TRUSSES) TO BE ENGINEERED BY MANUFACTURER THESE PLANS ARE FOR THE � �D IN ANY FOfP.M WCtNOUT THE CN0, AND ARE NOT To ISE E/.PRESS IJRITTEN PERM188I?N OF CCRNER6TONE DE81GN/I!3ult_D 6MVICES,IN. ALTf-CU6H A LCT OF CARE HAS e ONE INTO THE PR.EPARATI, •G NN OF THE PRAWIN8 TO ENSURE R THAT THE-1- ARE ERR -OR. FRE-, T 16 THE R.ESPONVISILITY OF THE OONTR.ACTOR TO CHECK T+-1= PRAW'N68 FOR ERROR6 OR CM16810 6 AND TO ADAPT �14E`i TO ANY S4TE CONDIT'ONS. WRITTEN DIM:—NSION8 ALWA•r'' 1-AVE- FWZCEDFNCE Oi/ER SCALED DIMENSIONS, THE r ENERAL. CONTRACTOc: SHALL NOT SCALE DRAWINGS FOR MEASUREMENTS, MUT SHALL VER*FT AT THE SITE A-L L-vEL6 AND MEASUREMENTS NECFgsARY FOR COMPLETE FAEsRICATION, A66EM�L1' AND INSTALLATIP"I aF HIS OR HER WORK MINOR DETAILS OF Tf-E WORK NOT ;�PECIFICALL'1' SHOWN ON THE DRAWINGS SHALL 15E A8! Er,-TAINED 15r THE CONTRACTOR AT THE SITE OF THE WORK, AND SHALL ME AC: OM,*LISHED '_S*' Rm VT+4 THE INTENT CF THIS REVISIONS NO. DATE f; y CI4ANGE 1 LL z z i I�o3 CSRAND ARMY HIGHWAY r ' : SWANPEA, MASSACHUSETTS 02TTI ■■■ TEL - CSOS}-�i9-�SOO ■■■ ■ ■ ■ FAX - (508)-619-2600 O'KD%6NF- 4 OESIGN/BUILr SERVICES, INC. SWEET TIT LEI. S C 0 N F OOR P AN DRAWN MY: 1" .POTOCK REVIEWED BY: CSTONE PROJEeT 02025 DATE: 22 SEP. 03 SCALE: 1 / 411 211.011 DRAWING NO, .A SHEET 8 Of: I1 e OVERFRAMING - :a 'fit.- ":�.. .�•••r• �.. r.;.. �.. ,._ :�. • .C- .s..•... •.� tr'�11 �1:....�. . .rrrr � .,....,':.,...r .i.� .'1�Y:t..•....{.L�nt...... 1. .. .... .. . ..........>J: _..............,,r .... ._.... , 1�: .j.. , l , tail► , is t: t; ,,I t va .;, , �:�r.r v-��.iu..4. _ _ .. .. _. .. ... .... Jam.. .... ... .... _......_. _. ._. ... .. .-.�.. .... .... .... _.. ._.� ... .. .�. - .,... _ill 113 t4.i i.(. f'• .. -. .. - €�i�' �.. ..... _.... -11:.1a•-fA ... KI/ ►w.•`. .1] T. ... ... ..... .... '.K••I- .M. �.:. .n. n • IM.A t V•:1! ♦,^.M`.. _. .... .. __ - _ .t-= i - .. ---w`.I-4.` _ . _- . _ . - ?�� �e�.. y�xresfAt.�� {I. 1.;+���.. .� i°''*•yCT ZPT q�lEatii' `"�! is"I. aV, —f- ' - ..4 - .... -- .. ... .. . (D-zK1 D uI�R !�-2k10 NI�R VERFFY ALL EXISTING CONDITIONS AND MEASU 'EM T PR'IO)R TO ORDERING OF MATERIALS AND CONSTRUCTION. (2)-2)<10 HDR -.. S Pc 4' � Tom• "'.. -,.+. g .4 ns tau retell wv.Ps and ffoor� - b sc �' mateN#al cce-1 atft-le of preventing 010- 9�.,�.#c� ��rth a �f ^ s and hat asses when subj� �d pa:s�..♦� of f#� g to thrrcqu"r c m y, of 10 nd^rd #o' fig^ �`� i-- T. 1,-r-I En�, F-Tal-71 cc the YOV° k ►, ,n �_"J77 fE j< T [7r THE rUIL DING DURING THE CI- TKS WOIRK ''' s. �•� '.bra DUM'iM;i'I`!ti.14T ev—,. rt --j �twzfol �ONw�•IU� �. � a .r�T I HE C/O I N V NI 1 E I,(z r'7101INC DEPARTM5NT F { t (2)-WOWDR...... - NOTE. A1-1- NECE-%SARY ENGINEERING•: DATA TO BE SUPPLIED BY CONTRACTOR ALL f'' REI`f�BRI GATED STRUCTURAL MEMBERS (FLOOR TRUSSES, LVL SUPPORT BEAMS, ROOF TRUr-;SES) TO BE ENGINEERED BY MANUFACTURER THESE PLANS ARE FOR THE C?NgTRUCT-OK OF ONE jSUILDIAr CNLI* AND ARE NOT TO ISE C?PIED IN ANT FORM WITHOUT THE EMPRESS URITTEN PERM188Io� OF CCRNER6T0NE r)F816N/¢UII-.D SER.VICrz6,IN, &:.THOLJ6H A LOT OF CARE HAS CONE INTO THE PR.EPARATIO-S OF THE DRAWIN66 To ENSURE THAT THE' ARE ERROR FREE, 'T IS THR. E ESPON61MIL.IT-1- OF THE CONTRACTOR TO CHECK THE PRAW'N68 FOR ERROR-6 OR CM168ION6 A"-10 TO ADAPT Tam TO ANY 6ITE CONDIT'ON S. WRITTEN DIMn-481ON6 AL_WA`r'S f-AVE PRECEDENCE OVER SCALED 0IME1,46ION8, THE 6 ENERAL CONTRACTOR'' MALL NOT SCALE DRAWIN66 FOR MEASUREMENTS, ISUT SHALL 1v-"R'F�' AT THE SITE ALL L=vEL_S AND *"IEA&JR.EMENT6 NECESB%RT FOR COMPLETE FAISRICATION, A66EMIS50' ACID INSTALLATION'OF Wig OR HER WORK., MINOR DETAILS OF TI-E WCRK NOT &ECIFICALLi* SHOWN ON THE DRAWINr S SHALL ISE ASCER i �%►NED ISY THE CONTRACTOR AT THE SITE OF THE WORK, AN[? ?HALL 13E ACCOM=L18HED 15*,r RM LLITH THE INTENT OF 'H16 PRO' T. RE�rf�IoNS NO. DATE my CHANGE Z11 /\^Z V —r• z qp� o � Y Ira3 &v3AND ARMY H16HWAY w®n SWANSe-A, MASSACNUSETTS Ohm son TE',rai3-�SOO mats won 6� CORN RSTONI DESIGNABUILD SERVICES, INC. SWEET TITLE: RUCTURE & T"t 0 JK L'N 7 AMS BRAWN BY: 1"'i-POTOCKI REVIEWED MY., CSTONE PROJECT 'g_ 02U2� DATE: 22 SEP... 03 SCALE: 1 /4�i 0 1 �-0" DRAW1NeG NO. SHEET 0f i l HOUSE TOP OF FRAME HEIGHT TOP OF WINDOW --------------- r TOP OF 6UIBFLOOR TOP OF FRAME HEIGI-ITo° TOP OF WINDOW ----------- HOUSE TOP OF FRAME HEIGHT TOP of WINDOW --------------- OP OF 6U15FLOOR "top OF FRAME HT TOP OF WINDOW _ r ADDITION (M.E.. MATCH EXISTING) TOP OF FRAME HEIGHT (M.E.) TOP OF WINDOW ---------- �Op of sm;=LOOR (M.E.) TOP OF FRAME N=IGH T TOE' OF WINDOW -- c%' TOP OF 15U15FLOOR TOP �' OF FOUNDATION r OFgU5FLO'OR TOP OF FOUNDATION TOP OF BASEMENT SL+1l3 1 . M I , 4 ADDITION (GARAGE) I II ' 350TTOM OF COLLAR TIES TOP of WINDOW -------------- TOP OF FRAME HEIGHT Top OF WINDOW --------- N Op OF 6115FLOOR .' TOP OF FOUNDATION TOP OF FOUNDATION TOP OF GARAGE 6LAls 1 r TOP OF ISASEMENT SLATS TOP OF BASEMENT SLAG -• G. RIDGE ISEAM 3X12 RIDGE WARD 2X12 RIDGE WARD 1� 'j 2X1O ROOF RAFTERS a 16" D.G. 2XlO ROOF (AFTERS 16" O.C. ; .'� ` '1 ' ,, i i� 1 5/81 :DX PLYWOOD 8HEATHING !� i; ► �; 5/8' :DX PLYWOOD 8HEATWING • ` •: , 1 I511(LpING PAPER 1' N1tLDING PAPER ASPHALT ROOF SHINGLES ASPHALT ROOF SHINGLES FLusH (2_�_ de) : , , ' i =; is ;i i► ;: I. (MATCH EXISTING) (MATCH EXISTING) HEADER 1 b COLLAR TIES 161, OC. 1/2" IMPMIAL 5 AIRD OVER 3/4" F-i1RRIAlG STRIPS ••� jl 1'` ii i GLAZING "CTC2) W/PLABTER FINISH t i R-30 INSULATION FLU6I.1 ENG. SORT BEAM R-ISO INSULATION NW AT CEILING --- aO�,,,i 2X1d� CEILING JOISTS — NEW (2446-2) M,1j�DR t6 O.G. 2x4 WOOD STUID6 161, D.G. o z —' 1/24 PLYWOOD 6HEATHIN z �" i. BATH D G A i IMP VERSIFY A!.L EXiSTING CONDITIONS AND MEAaURi=-f` tENT8 PRI R TO ORDERING OF MATERi>A1.6 AND CONSTRUCTION. NOTE-' ALL NECESSARY EN61NEERIN6 DATA TO BE SULLIED BY CONTRACTOR ALL PRI.EFABRICATED STRUCTURAL MEMBERS FLOOR TRUSSES, LVL SUPPORT BEAMS, ROOF Ti (FUSSES) TO BE ENGINEERED BY MANUFACTURER 2X6 ROOF RAFTERS 16" O.G. d 33UILt�INC� f' P (TAPED) 5/8' COX PLYWOOD 81 EATWINI� 12 tt SIDING 4 TRIM O 1/2" iMPERf AL ISOARD (MATCH EXIST l ) 15* E;JILDING PAPER 3/4" T4G PLYWOOD 8115FLOOR z AS'`'r?•ALT ROOF SHINGLES 5 z W/PLA6TEIR FINIS+4 �21 2X6 11-i/8") ENG. TJI FLOOR JOISTS t�12" O.G. R-13 iNSULATION (MATCH EXISTING;) NOTE: ENGINEER JOISTS FO1R 16 O.G. ISTS SEAr►LEbs GUTTERS 4 DCUNSPOUT6 ON ` ,~ t► i ` 1X6 FASCIA ISOARD1 N 4ANG .E-) F (2) FLOOR JDISTS 12" CVERHANG WiTH, ENG. 6UPP T SEAM 1/2" 1"1SDO PLYWOOD SOFFIT X8 CEILING JOIST W/GONT_ SOFFIT VENT (M.E,) 161, O.C. (IBEYOND) " X 4" WOOD POST NEWII WITH WOOD CAP 2X4 WOOD STUDS a 16 O.C. Nrzw 1/24 PLYWOOD 6HEAT'I'•IING FA1"IiI..Y 'BOOM EXTF.RIOR EN WOOD RAILING ISUILz�ING PAPER (TAPED) �" iUDROOM SiDIN 4 TRIM 1/2" rMPERiAL ISOARD ���� WITH DECORATIVE ISALUST'ERS +G R 3/4" T4G PLYWOOD 8UI5FLJOR W/PLA6TER FINISH t (VERIFY WiTH OWNER) (MA CH EXISTING) ENG. TJI FLOOR JOISTS 12" O.C. R-13 INSULATION " OD pEC1CING NOTE: ENGINEER JOISTS FOR 16 O.G. 2X10 f'.T.WOOp DECK (1�-cb SELL PLATE , ,. ! 1 1 ! i 1 i �I JOISTS T Ib" O.C. t�VtS' t)V tiiiU ,��jUv v vL1lJ1 `Juu uli' iJv v� uv VV hU .Jliu vh 'vv' v�' 'Vv �iJ "tii�.vu! �i'vv vv vv Viv' ✓vV 'vJ UU vu U'� 'vv vv (i' Z<6 P.T. SILL PLATE it 1X12 SICIiRT �0.4RD W1TI-� SILL SEALER • . ' •- i I -19 INSULATION 1,�--- '3'-2X12 P.T. WOOD GsRADE (VERIFY) FLOOR JOISTS FORT 13EAM lob FOU i _�. ' ; i ' -_ ", _ Y 5OLT POST TO RIM NDATiON WALL : ' - I • -1 1 � � � i i- -� .JOISTS AND �LOGICING ;�-3-1/2" DIA CONCRETE r�-�J �iT-- WATERPROOF FOUNDATION I FILLED LALLY COLUMN , • ^ ` ;• i -.,.._ • :. ` tMPBON CONNECTOR WITH t2" x 3b" X 3d�" 1 1 ' 11 1 ... i ; - i 4" CiCiN✓S4 1 E FLOOR 1— i �_ t..i. T. 1 -•-- 1 ... l_ 4 PERFOIRATED PVC, - ; -, '" L POLY VAPOR ISARRIER : � � .; . '. CONCRETE FORT I1JG W /bl~1 O Y 1-.: PIPE AT PERIMETER ! _ i " i " tl t .: i .. i (iSEYOND) OVER 3/44 8TOhNE LSASE OF FOLINDATroN WALL . ' --�- 12 DrA. X 4s GOPN...RE'TE POST FOOTING of • t _ 1 1 ' - { � e !•ti � 1 s 1 a' . n`+, .r •� '•• , . i � •�;-. �' •. 7?• � • t -1 ti • 1 1 r` � ..• y \ r ; v :• . i' �+-; ,�1 f . �� •• 1 � � \ , 1 1�- - _. � ; • .. 1 1 1 \.� .11 •.•.. •.x ji-',•.•. r'�•YI I•�ti ••tii+f:•f `�•1•••.1i•f.•i� • •�:•i�I .•S•.il!�•\\ \'. M�•i: `., `.~-.. it f.�,~.•.•.:ll�� \y fir.,•. '1'\\ •..+..�•'r l� • `�i'r�\ •r•vi •��\ .'•M.}��-•. •�•••1: `�^, •••�t'.�'. •'v. t.l\`ti••M �j ♦• 10" X 24" CONCRETE :...... ...... FOOTING (KEYED) Aloft Lv.0 SCALE,, 114 • - p _10 2Xlo ROOF RAFTERS 16" O.G. 5/8" ''.DX PL.YL1100r) BHEATWING 15* ISUILDING PAPER ASPHALT ROOF 8HINGLES (MATCH EXISTING) (2)-2XI0 HDR 2X8 COLLAR TiES 16" O.G. 1/2" IMPERIAL WARD :; } OVER 3/4" FURRING STRIPS W/PLA6TER FINISH : GLAZING ;CTC2)tL 1 I . sLAZ ';���7 f�'1•'� fir-}i-� 'r' �r/�'� -1r%�i R-30 INSULATION ! 1 t (2)-2X Io HDR GLAZING (2446-2) NEW BONUS ROOM T4G PLYWOOD 81.133FLOOR 11= 19"3 EKG. TA FLOOR JOISTS 12" O.C. NCENGINEER JOIST FOR 1611 D.C. t 1 vUiii.�vv�r.�vv Ulit��i�.43 ENGINEERED STEEL SUPPORT i3EAM� W/2X6 TOP AND 50TTOM PLATE ISOLTED TO BEAM • • 4 • NSW TWO CAR GARAGE 2X8 COLLAR TiM 2J-2XI0 HOR *� R-30 INSULATION -'4—�*I'�it Cs 12�4�b� m ,u NEiW W.I.C. r � PRovIi�E 1/2" IMPERIAL ISOARD 4 WOOD STUD6e 16" O.G. LO!.r1CING W/PLASTER FINISH 1/2" 1''L`'ll1QOIa 514..•ATN••IING R-13 INSULATIONISUILD(' 5 PAPER (TAft E.D) SiDING t TRiM = 1 1 1 t i 1 . i 1 i 1 , i t i S • (MATG� I T I ) EX NG 1ti�i�vv:�v•�vvv�vul�vuUtU Juvl..il.rl.ltlli vv.�vvt)t�v vViJi� o iE-19 1NSULAT ION PRO'/IDE 5/8" FIRECG'DE DRYWALL FOR ALL WALL 4 CEILING BURFAGF_S IN GARAGE NEW STORAGE AR E P.T.6ILL PLATE +4" GONCRZTE FLOOR sLAis W/ 6" x 6" W.W.M. a .. COMPACTED GRAVEL GRADE (VERIFY) 1 i 1 I •10 CON_.�ETE FOUNp,ATIDN 1 1 - .. ►. , .. _ _.. .► _ ... ..1 _ .. L1-- —I i' { - - r- • - -t-- -f r • . t-. WALL --1 r i _L.1 • , ' ;.... _� 1 , 1 1 _..� i i. • I • _� • ' ; i . i i i ' • . ' i ;. 4. �10" X il' CONCRETE FOOTr1vG XEYED) ADDITION (G ARACxEJ NOTE: ALL WINDOWS MANUFACTURED BY ANDERSON WINDOW GO1"11:='Atr11" VERIFY ROUGH OPENIN.6 SiZES, ESRESS REQUIREMENTS AND TEMPERED GLASS REQUIREMENTS PRIOR TO CONSTRUCTION ALL WINDOW AND DOOR HEADERS TO BE (2)-2X1O NUMBER TWO GRADE LUMBER WITH 11211 PLYWOOD PLATE, UNLESS OTHERWISE NOTED STOPPINGUIR IT Penct- . on thru reted wo,01s and floors shall bT sealed «Iti a mate ia1 capable of prekmein Pass -ago of flames and hot gasses whren since` to tiro rcqujromlts of Vis Tco"^: c for [4STr -G14. As ' N i � d i 2X12 RIDGE BOARD WITH 2X4 E)<TENSION ok , T M, [Trf fj , Ir r p V Fispi Ir to THE Pr':S OF TH'1S 1K. rui .. • { fir•.. t v e)0 ?041TUr3= SIZE AND DE'r` T H If) REQUIRED S�.FGYIE n. + . THE C00,4 BETE IS POURFD• pF-PARTVENT • � i ISOTTOM OF COLLAR TiES •���. ;,c%�s%:.",� '+' 8 GOL•L.a►#R TiES •: • • �,•'' � 16" O.G. -- 12 - 12 r` 2X10 ROOF RAFTERS a 1611 O.C. ' 5/8" :DX PLYWOOD 8HEATWING 150 15UiLDING PAPER TOP OF WINDOW ti •` .•' , 1/2" IMPERIAL 1BOAR ASPHALT ROOF 6HINGLE - - - - - - - - - - - - OVER 3/4" FUSZRING STRIPS (MATCH EXISTING) t: 0 W/PLA8TER FijNISH r; , ' R-30 iNSULATI(ON 1/2" IMPERIAL ISOARD PROVIDE INSULATION o z NSW ISAF-FLs W/PLA6TER FINISH z _ R-13 INSULATION - 2X4 6140E PLATE OC 1BONUS ROOM z WITH SIMPSON METAL CONNECTORS lU . M 3/4" T4G PLYWOOD 8SIU5FLOOR M F-A1„1LE68 GUTTERS � - (11 1/S") ENG. TJI FL'Cs � TOP OF SUISFLOOR z OR JOISTS 12 O.C. z 4 DOWNSPOUT8 ON ENGINEER JOf 8T6 FC)R 161 J.G. 1X8 1=ASCS r, ►HOARD 'I :t•r -1 1. �. r. 1 . ri } t. (MATCH IS TI 1 t EX ) . , 1JG Vvv If vv J� '�.1 LiU l�lj vv ;JV VC!" • i�U v TOP OF FRAME HEIGHT vi�� UI,1• i.iti `vv •'vv TOP OF WINDOWL.. 12" OVERHANG ----------- .s WiTH ji 12" MDO PLYWOOD SOFFIT ENGINEERED STEEL SUPPORT 39EAM� DOUSLE JOISTS W/GENT. 60FFfT VENT W/2X6 TOP AND 15OTTOM a WALL LOCATIONS PLATE WLTED TO IBEAM (iSEYJND) ' �7 4 !A7 4 WOOD STUDS 16" ../.G. O`�I I 1/2" PLYWOOD 614EATkNG � PIR DE 5/ 8 F 1+"tEGODE ISUILt�ING PAPER (TAPED) DRYWALL FOR ALL WALL SIDING 4 TRIM .. NEW 4 CEILING 8URFA-0SES IN GARAGE(MATCH EXISTING) TWO CAR G 4FASE: i0p OF FOUNDATION 4" GON :BETE FLOOR? $LAB 2X6 1''.T-SILL ;:'LATE W/ 6,11 X b" W.W.M. TOP OF GARArsE 8LA8 :'`• COMPACTED GRA`!�L ". _ GRADE (VERIFY) _� ' , i ' '•' .•. ..•t 1 -_-_� •1 j ._ ' � •. ..� 1 1-__ J •! I-_. ! ,._.,J .• I-_.._.j ,1 ' -..! __ ` _. ` : ... i ,. •• i , ! _.....J I -.. i � _._.� .. ' 1 _... i i } I i ' 1 t � � I • 1 � 1 tt - 1 ' ' i I I I i •- +- i '1 i } I �' t• - -•• -- - - -- __ ... _ O CON .1 [ , , • T .t ( 1 —+ .y i !.. ..� ; ,- F • r --.1 , ; CONCRETE FOUNDATION • i _ -- 1 - ' - --. . .. - J ' 1 -. `— -'i ' - --1 i-. _ . } t ' _ �• � '-! ;-WALL 4 1__._i _ i •!• •�. . i 1 • t ' i 1 � } i 1 I j 1 1 t _ - -� i � � .� , _ . i {... � -♦ 1 �-•- i • i.. ._.. .:.. 1 i •r - i• r •t I _ '•i „ . i i t •1 i I i I _ r_ ..J 10" X 24" CONCRETE FOOTING ZYF.0) THESE PLANS ARE FOR THE �qNSTRUGT'Oi\ OF ONE BUILDINGS ONLY AND ARE NOT TO BE COPIED IN ANT FOR'll WITHOUT THE EXPRESS WRITTEN I:'E'R`'i1331GU OF CORNERSTONE DE1616N/BUILD SERVICES,IN. ,�LT�-CUG W A LCT OF CARE HAS r ONE INTO THE PREFARATIO�l OF THE DRAWiN68 TO ENSURE THAT THEY ARE ERROR FRS rt Ig TWE RESPONSIBILITY OF THE CONTRACTOR TO CHECK TIC=-ORA N66 FOR ERRORS OR CMIS IONS AvD TO ADAPT T Zl TO ANY SITE CONDIT'ONS. WRITTEN DIMENSIONS ALWAY° }'-AVE PRECEDENCE O VM SCALED DIME�1610N5. THE r ENERAL CONTRACTOR SHALL NOT SCALE DRAWiN68 FOR MEASUREMENTS, BUT SHALL �'FR�Y AT THE SITE ALL 1.=-VEL6 ,41JL` *'iEA 6 NECES.SARY FOR CO'01PLETE FABRICATION, ASSEMBLY ACID iNSTALLATIOy of His OR HER WORK. MINOR DETAILS OF T'I-E UlCRIC NOT SPECIFICALLY SHOLLN ON THE DRAWINGS SHALL BE AgC' AINED Bl�' THE CONTRACTOR AT THE SITE OF THE WORK, AND $H�- BE ACftl..O1"i�L16HED 3'I' Hi1"i LUITk THE INTENT CF TkS PRC'JECT. REVSiONS NO. DATE �`� CHANGE uj o � U /Z ' V 1 i z �i t M 1�3 j:RAND ARMY H16HWAY ° xT SWAN..►, MASSACHUSETTS 027TI ■aa aa■ jam. - 1v08�-big-2500 r man as®.4X - CS48)-bi3-2�00 STON _DN COE%, 1�ESI N� UiLI� 6 VICE81 INC. SHEET TiTLE. 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A cmmrlete T.T-Xnp-rt frnminn nlnn rpm iirpt the Trn ut .Tni4zt Frnrnor' a Pnrko+ ri iirlo I A3 Load f rom above squash blocks Use 2x4 minimum squash blocks 1: CS to transfer load around TJI® foist CREATED BY -DARTMOUTH BUILDING SUPPLY 958 REED RD. NO. DARTMOUTH, MA 02747 508-990-0280 FAX: 508-990-8308 H22L AYOUTS MUST BE APPROVED BY BUILDER PR10R TO ORDEPlT`' MATERIAL. THLS LAYOUT AND THE ASSoCZEATED 1AATERT-ALS LIST HAVE BEEN PP SPARED BASED ON PROJECT PLANS AND/OR INFO. PROVIDED TO DARWAOUTH PLDG7. SUPPLY* CO. IT REh4AINS THE RESPONSIBILITY O~ THE ARCHITECT, DESIGNER G? O i HER REc-P0\i 1SIBLE PERSONS TO PEVIEVL/ THIS INFOWAANION TO ASS RE THAT IT IS APPROPRIATE, A CCUR ATE & CO/.',pLETE. Rml See Trus Joist Framer's Pocket Guide for Product Trademark Information J r-rc r r~ri IAL� l CT t..f•.a rl so k •'i \lyr/Crmf ♦f'c TJ •Zi L:nnweil r,:,: I:w•t i.�rr14 .._ trr�whji fir ro�rai..,c• i-:_ .�, ,.�_�,e't ps•cc�_ Joists are unstable until braced laterally Bracing Includes: .� �>._ —._ � • BE�cking • sf�eathinc DO NOT allow workers • S���� � R"� g�ary ut Lines Rim Joist DO NOT stack building to walk on joists until materials on unsheathed braced. WARNi1VO NOTES: joists. Lack, of proper bracing during construction can result in serious accidents. Under normal conditions if the folloviing guidelines are observed, accidents will be avoided. 1. '"5:2r c h'_cking, hangers. - -- -' .i . ;oists at Tit s;_ -ts. 2. Dc•.Pt rt, a permanent dew, to the first 4 fes! r,' t-re- end of the bay cr b-aced er.t r 3. s; .t lines of 1x4 (mar.;--•_ t� rlz- led to a bra=, e-_ �•. _ -h:nthed area. 4. ; -r:-"i must be properly r-•'. - ^ t- c- TT joist befo•e a - ,.gin be placed on t'� system. 5. E-e-ts require st•_' __ „ b_'- Lhe top and 6. :J" .cam f.:-oes must rema'^ a tolerance o` -n t _• :.rent. NAILING REQUIREMENTS TJt' foists at bearings: Two 8d (2t'2") box nails (1 each side), 1 2" minimum from end. Blocking panels, rim joist or rim board to bearinct elate: TJI J Blocking panels or rim joist: 10d (3") box nails at 6" O.C. Trus Joist rim board: Toenail with 10d (3") box nails at 6" o.c. or 16d (32") box nazis at 1 2" o.c. Shear transfer: Connections equivalent to decking nail schedule. Rim board, rim joist or closure to TJI W Joist: 1%" Mdth or less: Two 10d (3") box nails, one each at top and bottom flanae. 2%5" thru 2%2" %, 7dLths: Two 16d (32") box nails, one each at top and bottom flanae. 3%2" .vidth: Toenail joist to rim joist with one 10d (3") box nail each side of joist tcp flange. 2x4 minimum squash blocks: Two 10d (3") box nails, one each at top and bottom fange. JOIST AND BEAM LIST Plot ID Length Product Plies Qty Al 24' 11 7/8" TJI 230 ,joist 1 10 A 2 20' 11 7/8" TJI 230 -foist 1 8 A3 18' 11 7/8" TJI 230 ,joist 1 16 TS1 18' 1 3/4" x 11 7/8" 1.7E TimberStrand LSL 1 1 ACCESSORIES LIST Plot ID Length Product Rm1 16' 1 1/4" x 11 7/8" 1.3E TimberStrand LSL Shl 4' x 8' 3/4" TJ Performance Plus Panels (24" Span Rating) Rm, Rim Board 4.21 Tjxp-qr--tl IF-l"47W-w- w=- • i I. k. 'fti i. d 4 Plies Qty ON LMA* - ew V jI I+ 1 6p'le'JFr j„ ... r ._ 1 �• 1__.22 jl HANGER LIST - Simpson Strong -Tie Company, Inc.® Blot ID Qt' P=' duct Label Top Nails Face Nails Member Nails Notes HI 26 IUT3512 10-N10 2-N10 H2 1 IUT11 10-NIO 2-N10 LEVEL NOTES File Name: JEAN AUBIN.JOB Level Name: 1ST FLR Plotted: 8/4/200415:46 Design Status: I ST FLR......... 8/4/2004 15:35 2ND FLR......... 8/4/2004 15:32 2ND FLR WALLS...8/4/2004 15:28 ROOF ............ 8/4/2004 15: 27 NOTE: Level desiqn times indicated above provide assurance for proper level stacking. Design Methodology: ASD Floor Area Loads Vary: 40 to 40psf Live Load and 12 to 22psf Dead Load Maximum Joist Def lection: L/600 Live Load L/360 Total Load TJ-Pro Ratinq Information: Weiqhted Average: 51 Lowest Ratinq: 50 Hiqhest Ratinq: 51 Glued & Nailed Deckinq is Required Direct Applied Ceilinq is Not Required Floor Decking: 3/4" TJ Performance Plus Panels (24" Span Rating) Normal O.C. Spacing = 1211* *Unless noted otherwise Layout Scale: 1/4" = 1' IP Fes. "'�+Yarayp,�, �.. �+.•„r„d,,.,rpw+....�,,,�ynmS IT IF t' �� r S LN•t 1. �rrs� r•s, �,. r r }• it .,00 I �4w+.gnC�.r.`.,.-q.�v,.�;ies..y a-�tr.�yj, �w+•-.. "..e � : j ,�. j `s �' �1 .A•-� •�y,.ti j • w`w�."�+�►ar'19-M'`._' •�r..,.u-.�..�`„�,W''tiir'^►w �..w i.a xbr- ML Of � IL 9.• -�' ��jj ., itPf SYMBOL LEGENb Note f rom Operator Point Load _ _._. Line Load Area Load � detail Callout Label (See Framer's Pocket 6=1ode) • Required Beari nq Lengtl•, in inches be (Adequate arinq has heen provided if bearing length is not i n&ated-) It r F FOR THE TJ-XPERT NARRANTY SEE FRAMER'S PoCrtET GUIDE TJ-Xpert 6.35 (9689) C6.35 D6.3r 56.35 P6.35 A are 49P v— A cvmpieTe 1 %I -leer 1 1 r-uriliriy Nlun r't�yulr'G� 1 nG 1 vuQ v viQ i I vul11Ga- Q r vc.nG vuiur.- See Trus Joist Framer's Pocket Guide for Product Trademark Information ��YJ•Xpert. e � 4"' 447 10.1 77 , � * e -lit Al 1:A3 —. • ing el Load from above squash blocks Use 2x4 minimum squash blocks CCSS to transfer load around TJI11 foist CREATED BY DARTMOUTH BUILDING SUPPLY 958 REED RD. NO. DARTMOUTH, MA 02747 508-990-0280 FAX 508-990-8308 H4 Rmi F Il: cr 7-c FIco F 7J F c "'.r^.,*':�"'.'ibG� r; sr 1't � : -rt 4rw M 1z ti:� �. � c� ..,_ cn.cn.t 0! .£ i e..-a„s forrer,1 it'od'rr-!-"-'':��<� A3 c �'.AY'OU T S l:',UST BE f.PrGVED BY BUILDER P P,0R TG MtAT'ERI/A L. T `S LAY0IJT AND 7 .0GI ` MATER1 115 L ST HI-Ar*2 RE -EN PREPARED BASM G►� PROJECT PLf.r:s INFO. PRO'DED TO Bs Dr. SUPPLY, CO. I T RE1,1t/,1N5 THE PEv"01\151 .LLI TY OF THE ARCHI cCT, DES:-�`,'ER OR OTHER. RESPON5IPL E PER C'`5 !"C.3 RE%rILEIV THIS INF0RAAA 17.0N TO ASSURc Ti,r'.T IT 15 APpP.O{ Ri.A t lam, / iViIUR• {_,'. V V V1�EE� h Joists are unstable until braced laterally Bracing Includes: — :- •Shea►.r,;�9 DO NOT allow workers . S!-,u Lires . R m iois�Board Da NOT stack building to walk on joists until materials on unsheathed braced. WARNING NOTES: joists. Lack of proper bracing during construction can result in serious accidents. Under normal conditions if the following guidelines are observed, accidents will be avoided. 1. install all block.' -a. ante .z, rim boards 2nr -►m fasts at T I; josst end supports. 2. Establish a pe'r'a^r^t ce-r* (sheathing':. mate-d to the first 4 feet of joists at the end of th= t -y or braced 3. safetystrut :f 'x40 ; i ;:mum) trust to a b-a:ed and wall orsheathedarea 4. Sheathing m rs" `�- p�cc_-'; railed to each T!: _:cyst bpi, e a��itionai loads can be plate c� the syse,, 5. Ends of can's-2-w-e s recu r=_ s.-ut lines on both the too flanges. 6. TJl'� joist f: Ir*x'!t m,�4 r-:r-a:- straight within a 6 from true alignment. il 111MIAILING REQUIREMENTS TJl@foists at bearings: Two 8d (2Y2") box nails (1 each side), I%" minimum from end. Blocking panels, rim joist or rim board to bearing plate: TJIG blocking panels or rim1oist: I Od (3") box nails at 6" o.c. Trus Moist rim board: Toenail with 1 Od (3") box nails at 0" o.c. or 16d (3%") box, nails at 12" o.c. Shear transfer- Connections equivalent to decking nail schedule. Rim board, rim joist or closure to TJl P joist: 1Y4" width or less: Two 1 Od (3") box nails, one each at top and bottom flange. 2Y16" thru 2%2" widths.- Two i 6d (3Y2") box nails, one each at top and bottom flange. 3312" w.►dth: Toenail joist to rim joist with one IOd (3") box nail each side of joist top flange. 2x4 minimum squash blocks: Two 1 Od (3") box nails, one each at top and bottom flange. JOIST AND BEAM LIST Plot ID Length Product Plies Qty Al 34' 11 7/811 TJI 230 _foist 1 21 A2 26' 11 7/811 TJI 230 ,foist 1 4 A3 20' 11 7/811 TJI 230 joist 1 8 A4 18' 11 7/811 TJI 230 .foist 1 20 M1 8' 1 3/411 x 11 7/8" 1.9E Microllam LVL 2 2 TS1 20' 1 3/411 x 11 7/8" 1.7E TimberStrand LSL 1 1 T52- 6' 3 1/2" x 11 7/8" 1.7E TimberStrand LSL 1 1 HEADER LIST Plot ID Length Product Plies Qty Hd1 10' 3 1/211 x 9 1/2" 1.7E TimberStrand LSL 1 2 ACCESSORIES LIST Plot ID Length Product Rml 16' 1 1/4" x 11 7/8" 1.3E TimberStrand LSL Bkl 9 11/16" 11 7/8" TJI 230 Blockinq Panels Bkl* 8 3/4" 11 7/8" TJI 230 Blockinq Panels Shl 4' x 8' 3/4" TJ Performance Plus Panels (24" Span Rating) Bk*, Random length blocki nq panel cuts Bk, Blocking Panels; Pm, Rim Board Plies Qty I HANGER LIST - Simpson Strong -Tie Company, Inc.® Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes H1 20IUT3512 10-N10 2-N10 H2 9IUT3512 10-N10 2-N10 H3 1 HUS1.81/10 30-10d 10-10d DS H4 1 HUS1.81/10 30-10d 10-10d DS I LEVEL NOTES File Name: JEAN A U BIN.JO B Level Name: 2ND FLR Plotted: 8/4/2004 15:45 Design Status: 1ST FLR ......... 8/4/2004 15:35 2ND FLR ......... 8/4/2004 15:32 2ND FLR WALLS ... 8/4/2004 15:28 ROOF ............ 8/4/2004 15:27 NOTE: Level design times indicated above provide assurance for proper level stacking. Design Methodology: ASD Floor Area Loads Vary: 20 to 40psf Live Load and 12 to 12r sf Dead Load Operator added additional loads. Maximum Joist Def lection: L/600 Live Load L/360 Total Load TJ-Pro Ratinq Information: Weighted Averaqe: 54 Lowest Ratinq: 51 Hiqhest Ratinq: 55 Glued & Nailed Deckinq is Required Direct Applied Ceilinq of 1/2" Gypsum is Required 1 X 4 Strappi nq is Required Floor Decking: 3/4" TJ Performance Plus Panels (24" Span Rating) Normal O.C. Spacing = 1211* Standard Blocking: Bk1* *Unless noted otherwise Layout Scale: 1 /4" = 1' 1 10 1 8 1 1 1 45 . tr t e r; •1. < iNT••. .. 1 r f • a ���iYYiff - a R (li��� ��..r tt/i/�S�► }l��I��►- pis•. �.,..�......,. ice+- 0q r-6-. #., P �r t� f z' �' gF ; . . rr / Ap tie- e R, w !ur to rcquirementm- of 11s V., Fim,,, SYMBOL LEGENb Note from Operator Point Load — Line Load Area Load fF(,'_) Beam By Others C) Detail Cal lout Label (See Framer's Pocket (_-:Ade) Hd-�' Header, and -t indicate= quantity of 2x_ trimmers required at etas Required Beari nq Lenq -,!fl in inches (Adequate bearing has'peen provided if bearing length is not in.-- FOR THE TJ-XPEr,, WARRANTY SEE FRAMER'S PV=ET GUIDE TJ-Xpert 6.35 (N89) C6.35 V'35 s6.35 P6.35 r See Trus Joist Framer's Pocket Guide for Product Trademark Information TJ-Xpert by Trus Joist CREATED BY DARTMOUTH ClUILDING SUPPLY 958 ["-EED RD. NO. DARTMOUTH, MA 02747 508-o90-9280 FAX: 501-990-8308 t '..AYOUT5 Pi UST BE /.`P,0VE0 BY SUTLOER PRIOR `J ORDERING MATERV, L. : H].S LAYOUT AND 7 ` /.5S0aATED /4ATER1/`,L� LIST P. /. % BEEN PREPARED BASED ON PROJECT "'LANS ANWO:,Z PR0k DED i 0 DART;'.'.OtJ T H BLDG. SUS, LY ff CO.1T TP. RESPONSIB" Ii':' OF THE ARCi-,1TOE" CT.. DES .rN' R OR O 1 H=_ RE PONsi2LE PER5�� •,`t , 0 %EX/JEyVf T ' ,.LS INFORM. 10N TO 1. c cIJ�E THAT IT IS APPROPRI/, E, ACCV = teC & COMPLE i `. Joists are unstable until braced laterally Bracing Includes: µ. 0 "--fiefs 10 R'.r^ Borrd DO NOT allow workers . s*- l Lines • R;m Jc;,-e DO NOT stack building to walk on joists until materials on unsheathed braced. VIA RNING NOTES: joists. Lack of proper bracing during construction can result in serious accidents. Under normal conditions if the following guidelines are observed. accidents will be avoided. 1. hangers, rim bo=_--:!s afy-4 joists at TJI icist end suppc . 2. Est= '��, a ce-r-anent deck (shea,hr-c ,. r.nto the first 4 feet of joists at #F_t e­� of the bay o- braced end wall. 3. 1 --s cf 1YA (minimum t tr -- yd to a braced e^d wall or shE;z" ed area. 4. S�.`'�_ -z.• properly nailed to ch T.` ;oist befo-e add^ional loadscti: be placed c� :�? system. 5. Er}d_ c` require strut lines c^ tot! ~-c top and bottom flanges. 6. TJ'` c� f _nn; s must remain Str2�'`► Yr;`. rt n t:'France of %" from true align -eat. JOIST AND BEAM LIST Plot ID Length Product Plies Qty PI 20' 3 1/2" x 11 7/8" 2.0E Parallam PSL 2 2 HANGER LIST -Simpson Strong -Tie Company, Inc.O Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes HI 1 Not Found NAILING REQUIREMENTS TJR) i1oists at bearings: Two 8d (2y2") box nra;!s (1 each side). 132" minimum from end. Blocking panels, rim joist or rim board to lbearing plate: TJI@ blocking panels or rim joist: 10d (3") box; nails at 6" O.C. Trus Joist rim board: Toenail with 14d (3") bo;k nails at 6" o.c. o,- 16d (3%") box nails at 12" o c Shear transfer: Connections equivalent to des, king nail schedule. Rim board, rim joist or closure to TJl G ois;t: I�Y4 width or less: Two 1 Qd (3") box nails, onr:-� each at top and bottom flange. 216" thru 2%2" widths: Two 16d (V2") box nails;, one each at top and bottom flange. 3%2" width: Toenail joist to rim joist with one Md (3") box nail each side of joist top flange. W minimum squash blocks: Two 10d (3"} 'box nails, one each at top and bottom flange. LEVEL NOTES File Name: JEAN AUBIN.JOB Level Name: 2N1) FLR WALLS Plotted: 8/4/2004 15:45 Desiqn Status: 1ST FLR......... 8/4/2004 15:35 2ND FLR......... 8/4/2004 15:32 2ND FLR WALLS ... 8/4/2004 15:28 ROOF ............ 8/4/2004 15: 27 NOTE: Level design times indicated above provide assurance for proper level stacking. Design Methodology: ASD Floor Area Loadi nc Is: 20psf Live Load and 12 psf Dead Load Maximum Joist Def lection: L/600 Live Load L/360 Total Load TJ-Pro Ratinq Information: Weighted Averaqe: NA Lowest Ratinq: NA Highest Ratinq: NA Glued & Nailed Decki nq is Required birect Applied Ceiling of 112" Gypsum is Required 1 X 4 Strappinq is Required Floor Decking: 23/3 2" Panels (24" Span Rating) Layout Scale: 114" = 1' T Y rl .1� _ be� L 7i •d.i 7 Ri.*,. ���+ac'V Il .5.+� 4��` • /� �'�;'r�.sa Trf, y.. r7 ITi [r'j� r f� • s J 171 ram..:: ,e �•'"„4C"". � !!�,�1. �. * ►"�'� � r•i,:'p';'Cs .ror..7c�'t!. ({yam' ...... Y...1 j SYMBOL LEGS Note f rom 0 Point Load Li ne Load Area Load Page 3 of 4 NOT FfR CONSTRUCTION Required V"ibility Not Present TJ-Xpert 6.? (9689) C6.35 D6.35 S6.35 P6.35 RESIDENTIAL 2004 RESIDENTIAL U7 2.1 Owner of Record: A L00; 1 1nnaC.l� Name (print) 2.2 Authorized Agent: .,r me M A-I,.a►rJ I Name (print) bcva (kiM b4tzi =21 Contact Aaaress cl 47 ,r (� (� Phone Number �`rZ F sty 'b& Sv-�. Aw%ct&,, YNAA Contact Address SOT 67 T %-L o"11 Phone Number 3.1 Licensed Construction Supervisor: Not Applicable ❑ Licensed Construction Supervisor .. nn Q Y"T\ P, License Number Address q Expiration Date Signature - A% \AAtVVvNo-- 3.2 Registered HA Improvement Contractor: TelephoneS6J-6 7 g' 6 Are you a Home Improvement Contractor subject to (780 CMR-6)? 71LLyes ❑ no If no, go to the next section! Are you claiming exemption from the requirement? ❑ yes -moo If yes, submit the required affidavit! Not Applicable ❑ lot t21d6 Company Name +., Registration Number if none state ❑ none❑ C_ � g ( ) Address q ( l SL/9 7 Signature - Telephone - Q 7" Ex iratoft ion Date3/-7/6G 3.3 For Residential Lmodel Work Only PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND: QUESTIONS OR COMPLAINTS call or write: Dome Improvement Contractors Registration, One Ashburton Place - Room 1301, Boston, MA 02108, (617) 727-8598 M Owners Name (print) Signature byr signing the above, the home owner acknowledges that there will be no eligibilty to the Guaranty Fund Date 1 3.4 Homeowner Exemption - One & Two Family Only FOR HOMEOWNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT 109.1.1 Licensing of Construction Supervisors: Except for those structures governed by Construction Control in Section 116.0, effective July 1,1982, no individual shall be engaged in directly supervising persons engaged in construction, reconstruction, alteration, repair, removal or demolition involving the structural elements of buildings or structures, unless he or she is licensed in accordance with the rules and regulations promulgated by the BBRS entitled Rules and Regulations for Licensing Construction Supervisors. Exception: Any Homeowner performing work for which a Building Permit is required shall be exempt from the provisions of this section; provides that if a Homeowner engages a person(s) for hire to do such work, that such Homeowner shall act as supervisor. For the purposes of this section only, a "Homeowner" is defined as follows: Person(s) who owns a parcel of land on which he/she resides or intends to reside, on whhich there is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a Homeowner. If you are applying under this section sign below: Sixynature: Your signature carries certain responsibilities, including but not necessarily limited to, general liability NOTICE TO LICENSED CONTRACTORS: The Building Code provides in the Rules and Regulations section that any licensed C%struction Supervisor, whether or not they have taken the permit are responsible for code compliance. (see Appendix of 780 CMR R5.2.15) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to PI1-ovide this affidavit (energy report required) (energy report required) ❑ deck ❑ pool ❑ accessory bldg. (shed/garage) If new construction, please complete the following: fireplace ❑ replacement window/door ❑ other no. of windows doors (specify below): Single Family: no. of bedrooms no. of baths Two Family: no. of bedrooms unit 1 no. of baths unit 1 no. of bedrooms unit 2 no. of baths unit 2 ❑ Furnace (hot air) - fuel gas (natural or propane), fuel oil, electricity, other (specify): ❑ Boiler (heating) - fuel gas (natural or propane), fuel oil, electricity, other (specify): ❑ HVAC (combined unit) -primary fuel, natural gas, propane, electricity, other (specify): ❑ Air conditioning - (separate unit) ❑ None of the above to be provided ❑ Hot Water: Gas Electric Fuel Oil Other Brief Description of Proposed 141ork: 4 (pleaseprint) I, to acr on my 1 Item ❑ demolition (specify below): �► , as Owner of the subject property hereby authorize rn f, pall matters relative to work authorized by this building permit application. ; • Signature of Owner Date I, v' rn as Authorized A t herebydeclare h �, e that the statements; and information on the foregoing application are true and accurate, to the best o my nowledge and belief. Signed under the pains and penalties of perjury. �01 &AD Signature of Owne�ho 'zed Agen Date ..,.__•---..T _. C:\bldg.forms\Bldgapp.res.wpd Page 2 Rev. January 1, 2003 C:\bldg.forms\Bldgapp.res.wpd Page 3 Rev. January 1, 2003 RESIDENTIAL ❑ FOUNDATION ONLY $25.00 APPLIICATIIOM FEE IS NON=REFUNDABLE & NON -TRANSFERABLE 2004 RESIDENTIAL ❑ FOUNDATION ONLY $25.00 APPLICATION FEE IS NON-REFUNDABLE & N0lVmTRAWSFF�;RABLE 2004 C:\bldg.forms\Bldgapp.res.wpd Page 4 Rev. January 1, 2003 C:\bldg.forms\Bldgapp.res.wpd Page 1 Rev. January 1, 200