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HomeMy WebLinkAboutProposed Floor Plans - Plans - 96 CAMPION ROAD 9/8/2022 i € 7 SUBMIT FINAL TRUSS LAYOUT&C TO ARCHITECT FOR REVIEW&COI FRAMING PRIOR TO TRUSS MANUI NOTE: NOTIFY ARCHITECT WHEN EXl AREA IS UNCOVERED TO REVIEW EX' ADDITIONAL WORK&ALTERATION TC SHOWN MAY BE REQ'D I &!64 EXSTNG FAViY ROOM ROOF &f6i s 2X60 EA RAFTER WWOVERFRRREDROOF I COUNECT M&HA RALSVV SAAfS5SONA23 At�iETO A&i EXTG FASEi.YRU?L+FAt�CE$1hYi �AB-1 5'AB(hE CLING MT EXTO FAYROOSt FALSE BEAMS 6t` OCK BEIY�f[[[EN��'(YG XTSTS WALL BELOW DIAGONAL BRACING DETAIL j I C/(ERFRh TRUSSES { 3 G )7XA 2XI f TRUSS GOERMCANG FROM FXTG ROS BOARDS R4Q oSTota-fEcEr , 21' EXTG R 3 _. EYtSRpY ROOF @ Z-7 Sr tO _.. NA'7 TRUSSES EEARJhl WALL LVL21N i ¢ h`EW RSDDROOM ADCRTM SHED ROOF BELON LEYIEL t.5 i FURNITURE A•CURIO CABINET B-OTTOM Vt C-COUCH D-END TABLES E-HOCKING CHAIR LISTED FOR LFA NG F-GRANDFATHER CLOCK G-ROCKING CHAIR LISTED FOR MUSTER 1 H-KATHYS DRESSER I-OUEEN BED(CRECK DEPTH) J-SIDE TASTES K-JEIYELRY STAND L-MIKES DRESSER M-SOCK DRESSER(CHECK DEPTH) N-HUTCH O-DECORATIVE BASKET P-DESK ARMO72 0-BOOKCASE R-OUEEN(CHECK DEPTH) 2 ST10 DOESNTFTT LOVESEAT DtNfG TABLE 13'-O' 13'-0' b DECK € i ? -vx S � EE� t A K I E G I 3`-O. aysnro tM FAR 'ASTER ( _- g; -44,+11 NCaF.t1EDN -- j ------------- i J E E ` O � M L A` MM HOUSE AREA F OTHERLEYELS TLT 3 s YftC. } s110 f9 4 - h + ( H S VvZE T-V Muc ,y b i t 1 l l 3 l i i i t 7 i 1 1 I 3 0 Lo IM MLEE MI > . . . . . . . . . . 22 � �] � - . � � . . . . . ! . - - - [ . . . . . _ _ \ - - - - � _ � . : . � y � . ». - - - - - - - - - - - -� . . . . . . . � � . 3 . � � STRUCTURAL GENERAL NOTES: 19.. WALL BRACING FOR TIES PROJECT IS BASED ON SECTION 60 THE MASSACHUSEM STATE BUILDING CODE FOR 1&2 FAME 1. ALL LVL BEAMES SHALL BE BOISE CASCADE VERSA-LAM,OR"PROVED EQUAL ALTERNATIVE DESIGNS AS INDICATE©ON THE DRAWINGS.IN ALL INSTALLATION TO BE PER THE CURRENT MANUFACTURES WINDOW OPENING Si2FS AND TU LOCATIONS I HEIGHTS U • INDICATED ON THE ARC�BT'E(-"I'[FRAL DRA'i�VINGS-WITH OU RECOMMENDATIONS AND SPECIFICATIONS.E=2,000,000 PSI,Fb=3100 PSI. ENGll+TEER AS THIS MAY LT IN NON-CONFORMANCE V ALL COLUTANS DESIGNATED ONDRAWlNGS:AS.VBRSA�:AMTO:13E BOISE REQUIREMENTS OF THE CODE: CASCADE 1,7E 2650 Fc,DO NOT RNOTCH OR CUT LVL BEAMS OR PENETRATE 20. THESE GENLRAL NOTES AND ALL THE PROJECT DRAWINGS TC WITH ANY MOLES EXCEPT AS ALLOWED BY MANUFABTURER ARE INTENDED FOR THE SPECIFIC LOCATION AND PROJECT D 2. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF THREE MEMBERS OR DO NOT DEVIATE FROM THE DETAII.S,DRAENSIONS AND MAT LESS_ TO BE CONNECTED TOGETHER AS SHOWN ON DRAWINGS. APPROVAL OF THE ENGINEER. 3. ALL LVL INDIVIDUAL MEMBERS IN BUILT[JP BLS OF MORE'THAN THREE 21. AT THE COMPETION OF TEH?FRAMING WORK THI LICENSED C MEMBERS TO BE BOLTED TOGETHER WITIT 3 ROWS OF VPdia.BOLTS, � IS TO PROVIDE A CERTIFICATION TO THE OWNER THAT ALL R ACCORDING TO THE DRAWINGS,DETAILS,NOTES,MANU ANSI/ASME STANDARD B 18.21-1981 @ 12"w.STAGGER OR OFF SET EACH ROW REQUIREMENTS AND THE 9TR EDITION OF THE MASSACI BOLTS SHALL BE PLACED IN SNUG HOLES,WITH A MINIMUM EDGE DISTANCE OF FOR 1&2 FAMILY RESIDENCES. 2" AND wrm STANDARD WASHERS AT BOLT HEAD AND NUT,OR AS SHOWN ON I. - DRAWMG. ' GENERAL NOTES,METAL PLATE.CONNECT'ED WOOD TRUSS 4. ALL LVL BEAMS TO BEAR ON BUILT UP POST OF A MINIMUM AS LISTED BELOW 2 TO 3 LVLS USE 3"X 3.5", 4 LVLS USE 4.5"X 3.5",5 LVLS USE 6"X 3.5"OR ON t. WOOD TRUSSES SHALL BE MANUFACTURED BY wOOn POST AS DESIGNATED ON DRAWINGS OR ON STEEL AS SHOWN ON DRAWING. WOOD STRUCTURES INC.,ALPINE ENGIl MUM PRODIAPPROVED MANUFACTURER. 5. BEARING ENDS OF ALL BEAMS TO BE BLOCKED 14.5't SOLID EACH SIDE 2. ALL MANUFACTURED STRUCTURAL CONNECTORS AN 6. ROOF SHEATHING TO BE ATTACHED TO FRAMING WITH 8d NAILS @ 6"OC.@ SHALL BE MANUFACTURED BY SMIPSON STRONG TIE PANEL EDGES AND I2"OC.FOR ALL FRAMING MEMBERS NOT AT PANEL EDGES. STRUCTURAL SHOWN ON THE 8 THE TRUSS CONNECTORS AND AS 3. SHALL BE soLEY RESPoi • OF THE TRUSSES AND THE ENTIRE TRUSS SYSTEM,IN 7. WALL SHEATHING TO BE ATTACHED TO FRAMING WITH 8d NAILS @ 6"OC.@ RELATED CONNECTIONS,LATERAL BRACING AND ER! PANEL EDGES AND 12"OC.FOR ALL FRAMING MEMBERS NOT AT PANEL EDGES. TRUSSES SHALL BE DESIGNED TO SAFELY SUPPORT A7 CORNER STUDS TO BE ATTACHED TOGETHER WITH 16D NAILS @ i2"OC.OR AS SNOW LOADS,GROUND SNOW 50 PSF.INCLUDING SNOTIAADS I30 MPH.alf.EXPOSURE B AND EQUIPMENT LO! SHOWN ON DRAWINGS 4. TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH 8. GYPSUM BOARD TO BE ATTACHED TO FRAMING WITH TYPE W OR TYPE S BUHMING CODES AND THE LATEST EDITION OF THE u. SCREWS IN ACOORDANCE WITH ASTM C1002 @ IT'OC.AND SHALL PENETRATE DESIGN STANDARD FOR METAL PLATE CONNECTED K CONSTRUCTION"AND ALL OTHER APPLICABLE INDUS FRAMING A MIN.OF 518" 5. THE TRUSS MANUFACTURER SHALL SUBMIT SHOP DR 9. ALL OTHER FRAMING TO BE-PER THE 97R. EDITION OF MASSACHUSETTS STATE INCLUDE:ERECTION PLANS,DETAILS OF EACH TRUSS BUILDING CODE,IRC2009.FRAMING LUMBERfb=875 psi, E= 1,300.000 psi ALL LATERAL AND DIAGONAL BRACING(ERECTION A ALL CONNECTIONS INCLUDING MANUFACTURED STRI 10. ALL JOIST AND BEAM HANGERS TO$E BY SMV SON STRONG TIE, CONNECTORS AND HARDWARE REQUIRED FOR THE T INSTALLATION AND NAILING TO BE PER.MANUFACTURERS RECOMMENDATIONS. ROOF SYSTEM,NOTES REQUIRED FOR THE PROPER HD SPECIFIM HARDWARE MAY REQUIRE SPECIAL ORDER ALLOW SUFFICIENT AND BRACING OF THE TRUSSES AND SHALL SUBMIT C LEAS?TIME FOR DELIVERY. USE SAVSON HURRICANE TEE AT THE EAVE END EACH TRUSS TYPE,BRACING AND CONNECTIONS SH01 LOADS AND REACTIONS. SHOP DRAWINGS AND CALCt OF EACH ROOF RAFTER OR TRUSS.ALL EXTERIOR HANGERS AND HARDWARE PREPARED UNDER THE SUPERVISION OF A MASSACHU TO BE CORROSION PROTECTED PER PRESSURE TREATED LUMBER PROFESSIONAL F.,NGUiEER AND SHALL BEAR A WET S7 MANUFACTURES RECOMMENDATIONS AND SDdPSON STRONG TIE SIGNATURE OF THE MANUFACTURERS ENGINEER. 6. THE TRUSS MANUFACTURER SHALL SPECIFY AND SHC R RECOMMENDATIONS,OR STAINLESS STEEL. DRAWINGA THE HURRICANE CLIP REQUIRED FOR UPI 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND FOLLOW THE BEARING END OF EACH TRUSS. AANUFAC TUBES LATEST INSTALLATION RECOMMENDATIONS AND 7. ERECTION OF THE TRUSSES SHALL BE IN COMPLIANC SPECIFICATIONS FOR LVL BEAMS FEDERAL AND STATE SAFETY REGULATIONS,ALL RED THE TRUSS MANUFACTURER,AND THE TRUSS PLATE I ERECTION,BRACING REQUIREMENTS AND GUIDELINE 12. ALL SUPPORTS UNDER BEAMS TO HAVE SUFFICIENT UN MsRUPTED SUPPORT S. THE GENERAL CONTRACTOR SHALL.BE REsPoNSIBLE ALL THE WAY DOWN TO THE FOUNDATION OR ONTO LVL BEAM. ALL INSTALLATION,BRACINGXM CONNEMONS OF' i 13. BRING ALL DISCREPANCIES,PROPOSED DEVIATIONS AND ACTUAL FIELD COMPLETED TRUSS ROOF SYSTEM ARE IN CONFoRMA TRUSS MANUFACTURERS SHOP DRAWINGS AND RECof CONDITIONS THAT ARE DIFFERENT THAN DEPICTED TO THE ATTENTION OF THE 9. NO CUTTING,KNOTCMNG OR MODIFICATION OF THE ENGINNER PRIOR TO PROCEEDING WITH CONSTRUCTION. ALLOWED WITHOUT THE WRITTEN CONSENT OF THE FOUNDATION NOTES FOUNDATION ANCHOR BOLTS . �yyALL 112 DIAMITER(A307) WITH WASHER , 7"EMBDMENTIN THE CONCRETE, 3 Yz"MIN. 12"MAX.FROM END OF EACH 8 ,�: i ROPGINC PLATE AND MAX!Eft A in U.C. " 1 ANCHOR BOLTS SHALL BE LOCATED IN • "" i`-' 4 THE MIDDLE THIRD OF THE PLATE WIDTH OR AS SHOWN ON THE DRAWINGS. FOOTING REINFORCING ' 18'lJ1P0 CONTINUOUS FOOTINGS 3#4 BARS .. 18"LAP HORIZONTAL IV LAP 0 4 BARS INDIVIDUAL FOOTINGS w 8 � � ��� 3#41� At. 3 in COVER EACH WAYS, OR AS SHOWN ON THE DRAWINGS. t MRA MCNIMUN WALL REINFORCING i HORIZONTAL ,ST �SD ?t#j(7 EAjL 2#4 BARS TOP&MID HT OF WALL WITH 18 in.LAP AND 1810.CORNER BARS 10"FOUNDATION WALLS EXCEEDING THE BELOW LISTED CRITERIA MAY REQUIRE . 4rrCAt�: tM VERTICLE REINFORCING m%lo ott ' +Rg OF tk-`t tvro, CONSULT ENG INNER OF RECORD WALL HEIGHT UNBALANCED FILL HT. to • ' SR�` �� 8 ft. 7f#. -. . �► B!r'ARtNt, � P 9 ft. Eft. ,.oft 10 ft. Eft, wkk STEM WALLS 4f1. - VNR��NRBBP � WALL REINFORCING GRADE 60 SLAB REINFORCING 6*6 W2.0*W2.0 � �� - x i � '� A CONCRETE FOUNDATION WALLS AND FOOTINGS O -- _ - AND BASEMENT SLABty�tf pR F'c 3000 PSI AIR ENTRAINED � N RiIGT+�t�lrVt� :l� r-ooT � C►- 5 GARAGE AND EXTERIOR SLABS ►WA 3 _ FLAQ FOR- '5tZP- "P F'c 3500 PSI AIR ENTRAINED ; 464 v e t nv r-vRGt"cl � KEY BEAM POCKETS BEAMS TO BEAR ON 1 t2 In PLATE MINIMUM 1/2 in AIR SPACE SIDES AND END OF ALL BEAMS , PoT'f-1, '- Polk R00F5 GcwSTRVrrEp I x .. ,, ' - Req'd Air Space D TR�i.Et O 1"RU5$ HAOF�AC.T+.�ep RAW L� ' .2X Blocking 9 16" at stud rim to llrst jol`st Sec Flans and Sections for Hurricane Clips and Colling Ratter FOnnectians. 'i r ' Tao NaX ----2X Blacking l�tq`1 SOAK) () - 8d nails (3) 8d na17s O 6' O.C. SPOGE J t per black (tip.) Connect lkyrral! frith PSTAILf •C3lJTSlQ$ GnP►�l�Ft � _4 Type WorS$crews 0 12"o.a . per ASM C 1002 with a at 48 ontol minlmum penetration of 5/8' f{ 4 . In t ate.... Connect Watt & Roof Sheathing .. . 1 with 8d Watts 0 6"O.C. Of panel edges and t ' i 12' o.c. In.tha Interiors. 2X 8facktng t6' o.c. - � `"=..f' O of stud rim to first .bast Alternate Attachment j 16 P. 1 314"staples at 3 o;o, of panel edges -� # and 6' o.c. at inferlors bJst 8d Tao Nail 0 S"o.c. RIM lboAvv Rim Jost to Plate (t}p.) (3) _ 16d nails 0 16" o.c. i I of 8racewall Into 9�tt_ lAtblU : 'e,t*0e-1. '' QB .J .1'At� Joist/Blocking _ . .. .. _ IVo te.. _ A#Fiorizan Bathing ,.hints to be palled d nabs 0 6' O.C. to 810 ng unis otherwise _ n don Framin lops 6 N OT REevtP.E !�'.1'!► +:.., _ Ras 2X Blocking m 16" o.c. at stud rim to first .kris{ C � 8d rae Nall a 6' O.C. [ 8d toenail '- 1 ► Lox Rim ,hrist ) Pivte a 6" '� •a•►„ V2'dia. AJ07 Anchor Bolt w1th +a p nut and washer, 3 112'min, - 12'max. from and and max. a-o' o.c each plate �,•� or os shown on the drawings, a Off" ` o Minimum 2 Bolts per Wall Plate, '.R.' GARAGE CQRNR �� Q... ' Per pen 8d nails - 2 1 2' x &*w Ck. tt P / i�$ Pr7raJle! to Floor Framing lad nails J 112' x 0.1,15' to Floor Framr�no 2 NOTE;THE DRAWING IS SOMATIC FOR THE PURPOSE OF SHOWING REQUIRED CONNECITONS graced Wolf Parfet Additional Connections SEE TLANC VnR I.,iVnFrr-nW'rArr Ce vDAaxyw&- - Get R �� zx tro�tww>rn J A�ST t4A �it rawcex (2 IV MGM LjDK $111 PLAn1 t To camulm or stw I PAFreK9k r PX4 RAT CAA�VC = T \ Tos1UR9 p�L{4 JpiST WMf(3)3.W LOX IV # �t�1S�" 5lMp5PA1 4Tf1$�u .I .+��� 2,;w.trtt - 'CONIttgGT TU � S l M p:5 C(� 9�t g 5 D notx+e ttR vnm 4ltt W 9 [?Q . (2)� g•�rak T�8� k;��FBx {.�', NRtt.S �� rNi'ftN RiA�TCR t# aR tih �Tac To Aca�eATnr LOCATE Et b (.T TYP, SECTION sTuosToerretEwx WSTAUTX>f!ARC CEMCRtO p{STW9A - . tUC7T�S: $-DTl ! RiMuti2EP As` 4 SHED ROOF AT HOUSE 1 04W"QVS AT i ST JotsT tnt 4rp-061 � i 4'g M OR CQUAI £4UIZ OF DECK AND lwrF-ptog- !.©�q�t7r�s 1 N�T+4LLEP " o TOP PL4TE( 4BAi 'ER GIN 4n�r- STuo OR (+F—APGP 1 ALTEtWATE Mc.(4 tAT-isim. LOAD CONAXMW PORCH DETAILS SIMPS014M2.5A KomoMECut In`rt POWP.SPACES TO # MATCh MDTtt Or rOST ' BEAAi- PAIR Or VCZ CAPS ` 9 T PLAN sm?WA1I.COPIMECTQCSTOEt � ' kf2.�.� 'Sip1p}Ql+� p3�r� z MAX V$ OMt.YPA3MWKS .. 1?(7 1 5}84- f200 l B k Cwr)E o MR ORS TnEsc a :._I t -c 4? t.-M+�7t i 1"Si4 #4u*r h-wskopaR GkQ tlt n# t7 AutFRBERTOBt OF OM d[M6T �— SIDE =TRF?ATEO S lMl SOW ■ � � GlRU2R see PLAN sw%m E F2 P rnw acc"cr posy nACER # av }T R 1 A t BRACE GoNsl eCrt. ,'%A�sON Lu92l033 ' - PAR Or Is Kor MA%eK 4>0%T CAP. +a c POST v C iV--P4 Sr-4ONNECM0, See PL4,v 9�ti+rsorl AllR#, _ roecxc t 5W� o Ts� t aef Rs �z 3: . arc obi dk ._ q F�� � - ANts Wss>trgpRaaF {t . wi-. � 5 �R C caul I ttro+A TUCE N KUeA ' R f s +► �. 2..stsrKN 4ngn1�._. 1.� : . -_ ._. ��R PCA(o- - # Viac u�vt. ss 4acst ts�p. 24'ptA aOrooT -- - GA1-PAAi*}.(.v' ..P(�,NS'.-�3R:_.S2E .XARr-0j D Q fU f�C