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17B-010 (3) C 3" V.T.R. Magorwood 0,t,OF AHgs„ Homes 1/2- `,,/ 6 Pl—t VWi y Roa \N�/ O 1/2- 2 y P.0_Bu 169 \NG\ A 1 1/2 TIMOTHY / R.W.u3 �c Pine Glo PA 17963 ?APG LAV 1/2- MND.4321 OL (800)115-1898 O 2\O O V.T.R. L (� 1/2. > � GIST-R` `�C FROM OORRST PT 1 1/2 O 1/2" / ASS/ONALE��' 1 i 2" O 1 1/2 O 1/2- / \ 1/2 1/2- 1/2 3" V.T.R. / O D O 1'1/2' O KIT SINK / 1/2\\ O TUB/SHWR 1/2' \ 1/2. 3/4" 3/4" 1/2/ LAV © © O A _ 1 1/2- WC 1/2- \ \ / TUB LAV © 1 1/2' 2 A PTRAP 3/4" / 1/2' 1 1/2" 3" Y.T.R. 1 1/2" 1 1 2 O 1/2- 1/2" 3/4- 3/4/ 1/2"1/2" Date Signed:Mar 3,2005 WC PTRAP O O 2' / " 1/2° 1/2"1/2" 1/2" \ 1/2 i 1/2" O 3- 3"© ® © 1/2- / 1/2- \\ I 1/2- 1/2" 1/2 / MASSACHUSETTS NOTES 3' 1 1 1/2- / 1/2" \ O O O 3. 1 1/2" O 3• O / W/L TO 1/2" 1/2'/ 3" G FIRST FLOOR N C 1/2 NU ALL VENT STACKS WHICH PASS THROUGH THE T R MUST TERMINATE C 18' E 24' 3° 3° F 11/Y O 3 3' 3" \\ i/2° LAV �Q ABOVE THE ROOF LINE ALL VENTS 3 DA.AT ROOF FOR FROST CLOSURE O O 2" O 1/2\ 1/2- j <SEE VENT DETAIL). O © 1 1/2- O / N2)ALL TRAPS SWILL HAVE CLEAN OUT PLUGS. 2" 1 1/2" M3)KITCHE N SINC PLUMBING SMALL HE PREPARED FOR DISHVASIIER INSTALLATION O © 1 1/2" O FIRST FLOOR O TUB / / 1/2' WASHER OR FIT IF MUST BE ASSURED THAT SITE PLUMBER FITTING 94ALL BE IY NSTAU-NSTALLED N4)BASEMENT MODELS SHALL BE PROVIDED VITH FACTORY INSTALLED 2'I.D.MIN.FUTURE 1 2- INLET 1/2' VENT EXTENDING FROM A POINT STUBBED BELOW THE FLOOR TO 18'MII4/24'MAX ABOVE 2- 111E ROOF LINE.VENT STACK TO CAPPED EACH END AND LABELED AT EACH FLOOR/ATTIC D 1- 3 LEVEL. ME STACK MAY BE INTERCONNECTED TO DRAIN VENT SYSTEM IF BASEMENT FIXTURES ARE 4 TO BE IMDIATELY HOOKED UP. TUB/SHWR iL © 2" 3' V.T.R. / CN� /L (") 1/2'\ MS)AIR ADMITTANCE VALVES NOT PERMITTER PTRAP Aj�/ 1 1/2- O SECOND FLOOR �4j MG)WATER CLOSETS TO BE INDIVIDUALLY VENTED.(NO VET VENTS FOR STOOL) 1 1/2- 2' / 3/4• M7)HO SLIPP JOINTS ON TTHEL'BE REMOVABLE.OF ATr E OTRRAAPS.ARE TO BE S(k[nLr GLUED. / MB)PLASTIC WATER LIKES ARE NOT PERMITTED. / © O 2" WASHER 1/2' 1/2• I 1/2. \\ 1 1/2' O PTRAP \ 3/4' KIT SINK DWV DIAGRAM © „ r 2" \ 1/2' / 1/2' I 3/4- \ w /2 \ / \ PLUMBING CONNECTIONS SHOWN G O 1 ' /4" > O T IN HATCHED AREA REQUIRE HELD CONNECTION KIT SINK O 2" 1 1/2- i/2- 3/4" / VENT THRU RIFF c� w 1 ,/r WATER SUPPLY OPT ICEMAKER I 3/�/ 3/4" DOUBLE SINK w c p O LONG TURN ELL PTRAP O 1 1/2" 1 1/2. ® / 1/2' O Q g 1 1/2- DIAGRAM / 3/4° 7 8_ u_ E © ELL O F 3° PLUMBING CONNECTIONS I % \ 1/2 WC 45L 9. © WC SHOWN IN HATCHED AREA 314 \ 1/2' 3. O REQUIRE FIELD CONNECTION \ / 1/2° p © VENTING ELL 2" _ _ D TEE �ELZ�v / O O O 3 -------- H /2\\ 1/2 ��5�/ STY 45L �DIGAR AC£ O a O / O 2• A V O LAV / 2 2 CONT.WASTE ~ O 1/2" / TAIL PIECE O DBL TEE VALVE, f 3"DWV TO PTRAP (PER V/H NAMFACTURER> \ WITH 5/0 BARB = IST FLOOR CLEANOUTS SUPPLIED w SECOND FLOOR 3' L INSTALLED ON-SITE DISCHARGE a O LONG TURN TEE WYE - F BY OTHERS PER PIPE A.PT. IR GAP FITTING (IF PROVIDED) SHALL F STATE L LOCAL CODE E LOBED MI GHT AND SECURELY FASTENED TO COUNTER OR WALL o © 45 ELL QtLP\ 3" OISCWIRGE PIPE COLD N Z G oS PR L WiH NOTES: OPT. DISHWASHER WITH AIR J'T a Z) c f F TRAE I I GAP AND GARBAGE DISPOSAL �N o o ELECTRICAL CONFECTION AND p., 0 �_ MR Nn c1 NAMEPLATE MARKINGS MUST BE ACCESSIBLE. ; 1. CONCEALED PIPING IN UNHEATED AREAS INCLUDING OUTSIDE WALLS SHALL BE & BATHTUBS INCLUDING GARDEN, HYDRO-MASSAGE AND MOT TUBS SHALL HAVE AN PROTECTED AGAINST FREEZING IN PLANT. PIPING SWILL BE KEPT OUT OF OVERFLOW 1-1/2'MIN. SERVICE COVERS PROVIDE DOOR OR PANEL LARGE UNHEATED AREAS WHERE POSSIBLE. PLUMBING SHALL BE PROTECTED PER MUST BE ACCESSIBL ENOUGH TO REPLACE W/H f6 APPLICABLE STATE PLUMBING CODE. 9. JOINTS AROUND PLUMBING FIXTURES SHALL BE MADE WATERPROOF AT FLOORS, o Z FIRE BLOCKING AT OPENINGS AROUND VENTS, PIPES AND DUCTS AT CEILING, WALLS AND COUNTERS, TOILET TANK EXCLUDED, INSTALLATION SHALL BE !^ FLOOR LEVEL, AND FIRE WALLS TO RESIST THE FREE PASSAGE[IF FLAME AND 10. RISERS TO EACH FIXTURE ARE FACTORY INSTALLED. PLUMBING CONNECTIONS PROTECTED FROM FREEZING PRODUCTS OF COMBUSTION AS PER APPLICABLE STATE PLUMBING CODE. BELOW THE FLOOR MAY BE INSTALLED ON SITE. HOT WATER PAN WITH DRAIN (METAL PAN FOR FUEL BURNING V/H I J O cu a FIRE BLOCKING SHALL BE PROVIDED BEFORE IT IS COVERED OR CONCEALED I1. KITCHEN SINK DRAIN SHALL BE 1-1/2' MIN. WITH DISHWASHER OR GARBAGE z INCLUDING BEFORE BEING CONCEALED DURING PLACEMENT. DISPOSAL AS PER APPLICABLE STATE PLUMBING CODE O CJ AIRGAP q 4. ANY STRUCTURAL MEMBER SUBJECT TO HOLE DRILLING, CUTTING OR NOTCHING 12. VENTS THROUGH ROCF SHALL BE 3' DIAMETER AND SHALL TERMINATE ABOVE ,+ Q Z 0 SHALL BE LEFT IN A SAFE STRUCTURAL CONDITION BY BEING REINFORCED ROOF LINE PER APPLICABLE STATE PLUMBING CODE. ^ppflQ Y EO B+7 cu V REPAIRED OR REPLACED ALL IN ACCORDANCE WITH THE STRUCTURAL f IT REQUIREMENTS OF THE CODE. REPAIR TO STRUCTURAL MEMBERS SHALL BE 13. WATER SUPPLY SYSTEMS, DRAINAGE, AND VENT SYSTEMS SWILL BE DESIGNED FLOOR DECKING pHs COVIP z COMPLETED PER APPLICABLE STATE PLUMBING COIF. AND INSTALLED IN ACCORDANCE WITH APPLICABLE STATE PLUMBING CODE. REFERENCE PROJ: �- S FIELD INSTALLED PIPING BETWEEN SECOND AND FIRST FLOORS, BATHROOM TILE 14. WATER HEATERS SHALL NOT BE INSTALLED IN A ROOM USED AS A STORAGE L� 200 5 o AND FREEZE PROTECT113N OF CRAWL SPACE PIPING PLUS WORK DONE ON SITE CLOSET. WATER HEATERS INSTALLED IN A BEDROOM OR BATHROOM SHALL BE ►.A n R D SHALL BE APPROVED BY THE LOCAL BUILDING CODE ENFORCEMENT OFFICER. INSTALLED IN A SEALED ENCLOSURE, SO THAT COMBUSTION AIR VILL NOT BE I IV1r` DRAWN: PIPING SHALL BE FIELD TESTED PER APPLICABLE CODES BEFORE CONCEALMENT. TAKEN FROM THE LIVING SPACE AS PER APPLICABLE STATE PLUMBING CODE. C0.D SHUT-OFF VALVE �At LIi�A�TEC SO 8 6. SUPPORT FOR PIPING SHALL BE PROVIDED IN ACCORDANCE WITH APPLICABLE NOT cTYP3 AppRO Lg Q STATE PLUMBING CODE. VL 1/2 MIN ANY LINE SERVING r♦L'tj pQRTiON 0 5 OR MORE FIXTURES SHALL BE 3/4 3/4 INLET FAC'FIDW 80 DATE: ° Z IN-PLANT FIXTURE DRAINS AND OPEN PIPE SHALL BE LABELED AND CAPPED, 2.16.5 N ME PLUGGED OR PROTECTED IN TRANSPORT. SHOWN FOR MAIN OR FIRST OR SECOND FLOOR APPLICATI❑N SHEET ND.: U °w 6 0 Magorivood Homes Plsaeani Valley Ro P.O.Bor 169 Route 443 Pine Grove PA 17963 (570)345-0387 (800)445-4898 REVGONS 4*dj 6 I I 1 I I 4 I BEDROOM #3 BEDROOM #2 BEDROOM #3 I 1 I I I BEDROOM #2 i i I 6 ' 4 i I a ---------------- I I I i 6 ' 6 I I L--------------11 -------------- 6 1 4 I F_ 7 -------- -------------3 L _ , _ IrTr.eTnq L--------J r —� W r JL J I �� 18 VME-9 pl 0 r-- r-- --------J e H iT HO- r J 4 TFwiw I 5 ; _ _I LL J Y vw I I w o a tee 5 I v, I _O Q o _ 1 1 TnEaMU E i 5 1 I i VIE H I 1 I J.— V ^U J I o c E O BATH #1 s i MASTER BEDROOM BATH #I O MASTER BEDROOM i z c I 5 I (0 I U r---yq - - - - - - - - w 5 1 ------- J r------- I W.I.C. o ¢ I L----- ---- I WIRE ao D U DROP N O I= L------------ 5 5 X 1—'i c~j WIRE I ———— ----- I �� c W 00 DROP TT�J 5 I i cv' cv W 5 >_ N APPROVED m `� pFS CORP �. `tY,Of Af4 Q w ~ O s,y MAR - 20u N p TIMOTHY A. G O M Mecl°nN CEE * _ PPROVAL LIMITED TO z �F.432�o NOTE: — TOP OF RECEPTACLE TO BE SWITC F OTORY BUILT PORTION JE NOTE: SMOKE DETECTORS TO BE PHOTO—ELEC PE.NAL ' NOTE: AN ARC—FAULT BREAKER IS REQUIRED (BUT NOT LIMITED TO)lo ALL BEDROOMS. TWO OF THE CIRCUIT'S THAT ARE STANDARD FOR THE SECOND FLOOR OF A CAPE WILL BE ON AN ARC FAULT BREAKER.Date Signed:Mar 3,2005 11 l Maporwlood Homes 6 Pl—I Vn/1s7 Ro P.O.Box 169 R.O.Ara 8 Pine Cmce PA 17963 WP-GFI (570)345-0387 00)445-4898 8 REVISONS WP-G 3 2GF 1 ' Iff tCFl WALL PHONE I I GR 3 3 I a X29= 'shwasher Pa fi Gfl tGR 'I L Q E I 2f�F1 29=Dish ,her, TO KITCHEN 2 I DINING ROOM RDR IQ _ KITCHEN VENT To` f o ---- E- ---- ExTE a f DINING ROOM 8 - ------� I I 1 1 I 1 � II I I - --J 1 I( ------ - ®r'19 L-- -26F I ---------� I ---------2SFf -------- �2 �l 16-8----------------- II r11Ewn 9 36 Y ---- ---- IT-OFT ------------------— I Zil 36 I T yy� i t I I 9 I I til 1 11 �'� j 9 11 -'w zp A �C �i LIVING ROOM ii M� 1 I o T _ I g I i ' LIVING ROOM it 9 i Z-5 Le co Lu I I i i I w � o¢ 9 11 Ij f Ifi LECTRIC a 7 i5 1 - 1 9 DROP o S S �. i i� ------------------�i i FOYER ELECTRIC I 5 1 1 ------------- DRIP f - 11 9 ` f FOYLR I IL------------------ O 9 0 jr--------------- I I f l 7 f o 9 WP-GF 1 m I 7 rP-�GF/ x L-- O F M N �ISS4�, w � Z T8ALDRIDGE yT PFS CARP `o a °C C> MECHANICAL ti f " No.43270 J xd U U °�b�FCTSTCa��� MAR — 4 2005 �N W 2 cn ass/OHAL � EDT ' > LEGEND I�R W1 =RECEPTICAL =STANDARD LIGHT CRCIRT VAX CONNE p m }}�� NO. CRCUIT BREWER RE0'D- WIRE SIZE IDAD tKIV) Q W =SWITCHED RECE�TICAL 123 L 20 1 - 1.92 p i .6, UCMNC 15 1 NY 14- 1.14 a w Q Date Signed:Mar 3,2005 =20 AMP RE-CEPTICAL 10 cAR DIS is 1 NY14 2 +/4 I a 6 U 11 WASHER 20 1 NY12- 1.92 04 vii Z 12 DRYER 30 2 NY10-3 5,76 VHS AMP RC-CEPTICAL 0 13 W 25 2 NY 10- 5.76 M w NOTE: = TOP OF RECEPTACLE TO BE SWITCHED s =SWITCH m=°° SMOKE ;5 I2> so 2 h2 2668 z * 16 c 40 2 NY9 z 7.66 REFERENCE PROJ: Q 3 Q =THERMOSTAT 17 OVEN so 2 NY8-3 1056 NOTE: SMOKE DETECTORS TO BE PHOTO—ELECTRIC TYPE. ° =SMOKE DETECTOR =STANDARD F"" zo F>� o ; ;2_2 l:92 DRAWN: ®=PHONE JACK 21.2X23 HEAT 20 2 NY12-2/111G 3,94 LB NOTE AN ARC—FAULT BREAKER IS REQUIRED (BUT NOT LIMITED TO) =TV JACK =PANEL BOX 27 WPOOL 20 OR 1 NY12-2 1.92 0) E 28 CAS PORN is 1 NY14-2 t.0 DATE: m ALL BEDROOMS. TWO OF THE CIRCUIT'S THAT ARE STANDARD FOR THE GFI=GROUND FAULT INTERRUPTER STANDARD 29 D 15 1 "M6_3 0.5 2.isz0o5 N 30 1 So 2 MY6 3 t0.se i =48"FLOURESCENT =BULLET 31'32.33 BATH 20 CA 1 NM12-2 192 SHEET NO.: C.) SECOND FLOOR OF A CAPE WILL BE ON AN ARC FAULT BREAKER. ' ,�, , 15 ;;2 ;; 6 =18"FLOURESCENT BOOS =24"STRIPLIGHT Q M Wot-TSmeOOd tdos Ple—f volley Roa SITE INSTALLED SHEATHING P.O.Box 169 ROOF TRUSS Rook JJ3 Pine Grave PA 17963 (570)345-0387 (800)"5-4898 AEAS06 WP6105 FIRE SEP.WALL (1) LAYER,)6 TYPE X GYP. EXTERIOR SHEATHING - STUD AND JOIST O.C. SHOWN ARE MAXIMUM&MAY BE DECREASED. -STUD SIZES SHOWN ARE MINIMUM AND MAY BE INCREASED-SEE PLAN FOR VARYING WALL THICKNESSES. "TYPE"X' -PIPE AND WIRE PENETRATIONS THRU I HR.RATED FLOOR/CEILING ASSEMBLY FIRECALULKED BY NAfRVOOO c _ GYPSUM ASSEMBLY DESCRIPTION DRAWING FIRE COLLARS SUPPLIED AND INSTALLED 1BNSITE BY OTTERS. GA FILE NO WPAIOa-ONE HOUR FIRE PROTECTION-EXTERIOR WALL #E.4 CLADDING(WHEN SYSTEM N0. F-C-2043 �'TEATHM F RATING - 1 Hr EXTERIE SIDE,OE LAWN 48'VIDE SAP TYPE T GYP"SWAINIG APPLIED PARALLEL TO it D14 0*0 WOM STNS VIN 13/4'GALVAN®TOWING N0JLL IIJ&SHAM,71W or Ere MART, T RATING - I Hr (v 1'-AT VERTDUL JONFS L 7'-AT NTEMEDIATE STUDS L TIP L BOTTOM PLATES 'GYPSUM r1' JOINTS OF GYPSUM S EATI NG MAY BE LEFT IMP FATED. EXTERIOR CLAIMING TO IE ATTACHED FIRE BLOCKING FIRE SD�BLOCKING TEUIJOM SHEATHING TO SIDS W/ TYPE"X"GYPSUM W//D"TYPE"X'GYPSUM INTERIOR SM OE LAYER 3/9'TYPE' GYPSUM WALLBOARD,WATER-RCSESTANT GYPSUM LAMM 200",M GYPSIN VOM BASE APPLIED PARALLEL OR AT INGHr AMISS TO SIDS 1D STUDS(-W A VIOL 6d MATED BADS,17/9'LOG,9AM5'SHAM,V4'MEAOS,7'QtDAD BEARNG) . LBONO B A UNITA(2ND FLOOR) UL I'll F NO. 356-ONE HEIUR FIRE PROTECTION-EXTERIOR BEARING VALL ® \3A (BY MANORWOOD) UNIT B(2ND FLOOR) D WOOD STOS NOM a NOMINAL bWS SPACED I6' WITH(2)2,4 TOP PLATES NO O)2x4 BOTTOM PLATE :ii FffW ME M711 AR10116 (BY MANORWOOO) STS AT LATERALLY-DRACED�IV WOOD STwcAOAL PANEL 94EATHM(la„9 NO EFFECTIVELY FOIE AND MERIT OBE DOHA SINCRRS 2)WALLBOARD,GYPSUM-AMY MASSIF®SR'THICK,4.WINE,APPLIED VERITGIlY AID OWL®TO STIRS AND BEA"C PLATES 7'MAC WITH 6d CEMENT COATED NAGS,l 7/I'LOG WITH VV D,ML LEAD. T� 'TYPE"x" SI M"NEAR HAILH A vtnM .RDHTS COVERED WITH TAPE AND.DINT CDFO ND. �A D 3 B GYPSUM O MRS AID D.ANOETS-NDENAL FOER IX GLACS FOU NARATAM,3 I/Y T1I0(,PRESSURE FIT fi 6 FILL WALL CAVITIES DETWEEN SIYBS AND PLAIDS NNERAL FM 9NSLLATBD TO DE UNFACED NO TO HAVE A ROIL DENSITY OF 3 PCT. (LASS FM AVIATION M DE FACED VITH ALMNONM FOa OR a (1)LAYER,)"TYPE X (DAFT PAM AND TO HAVE A NIL DENSITY Or.9 PCF MM R-O 1-,W I.."t n"tkw. 4 S SECTION A—A W GYP.EXTERIOR SHEATHING 9 V®STWUCTDWL PARER SREAIHBCA NR 7/16'THICK,4'WIDE NW RATED SHEATHING EXPOARIC I cc $ PLYWOOD BO MINTED STRAND BOARD(OSI)PER PS L PS 2 OR APA STANDARD POD'-OIL INSTALLED (i)HR FACE SDP.WALL WP8105 FIRE SEP.WALL VITH LOG UCKM OF SIlET(EWNptA LAND)BO FACE GRAN OF PLTVEl D PARALLEL WITH DR O T ON SITE BY OTHERS BY MANORW000 PERPOMMaaAR TO UUM VORTICAL JOINTS(XIOFIIED ON STUBS MRIZONTAL.mNTS BAOED WIN 1. FLOOR-CEILING ASSEMBLY-THE FIRE-RATED SOMA OR TRUSSED LUMBER JOIST FLOOR- 2x4 WOOD BLOCKING. ATTACHED TO STAN ON EXIEADR SUE OF VA LL VEIN 6d CEMENT MAtED D X CEILING ASSEMBLY SHALL BE CONSTRUCTED OF RE MATERIALS AND N THE SAME MANNER 8 FIRE BLOCKING FIRE BLOCKING MALS SPACE1 V-AT PERICTER OF PANELS AND 12'-ADC NIFDAR SIDS SPECIFIED IN INDIVIDUAL L500 SERFS FLOOR-CEILING DESIGNS N THE UL FIRE RESISTANCE W/ TYPE"X"GYPSUM 6)EXTEROR FACNCS INSTALLED N ACCOIBAICF VITA THE MAMIFACTMER'S INSTALLATION B6IRUCT®6 Lu W/ 'TYPE Y GYPSUM ONE O'THE FTILOVNG EXTEREIR FACD=E TO BE APPLIED OVER THE S/EATMOG SUMMARIZE THE WENQ2AL CONSTRUCTION DETAILS OF THE FLOOR-CENTRIC ASSEMBLY ME cc A VINYL SONG-HMO PLASTIC-WOODED R®VINYL SlAft HAVING A FLAME SPREAD VALUE OF I SUMMARIZED BELOWF. W 21 OR LESS 2 A. FLOORING SYSTEM-LUMBER OR PLYWOOD SUBFLOOR WITH FINISH FLOOR OF LUMBER, rn D PARTICLE LWMD SSG-HIAMDOARB EKTEN➢R SIDINGS DELVING PATTERNED PANEL OL LAP SID9G 'FIRESIDE' PLYWOOD.OR FLOOR TOPPING MATERIAL AS SPECIFIED IN THE INDIVIDUAL FLOOR- c)Ll MDD STw .nmw.PANEL BO LAP S1DNG-APA RATED SOM EXTEROOk PLYVBOB,ITS M OR COMITE CEDING DESIGN. MAX DAM OF FLOOR OPENING IS 5 im PANELS WITH VENDED FACES AND STDICTIAM W®CIE,PER PS I Q APA STANDARD Fel-MD, B. WOOD JOISTS-MOM 2 X 10 In LUMBER JOISTS SPACED 16 In OC WITH MOM/ X 3 In I6 DEHJDreMG TEXNMEO,ROIIGM SAWN.MUDM DENSITY OVERLAY,IN9ED,GROOVE)NO LAP SONM6 Y D WONTITARIS STUOM-PMILAPO CEMENT OR SYNTETE MOM SYSTEMS VITH SELF-FLARING METAL LUMEIER BRIDGING AND WITH ENDS FIRESTOPPFD. AS AN ALTERNATE TO RAN"JOISTS LATH OR AIMESIVE BASE MAT. THICKNESS FROM 3A r M 3/4'.DEPEIODG a SYSTEM NOM 10 in DEEP(OR DEEPER)LUMBER,STEEL.,OR COMBINATION LUMBER AMID STEEL JOISTS, O O'DRIHC VENTER-ANY TYPE NOOVL USED,VIDE DRICK VEIEEIL MIN TRIO(VENDED IS ,THE TRUSSES.OR STRUCTRAL WOOD MEMBERS-WITH BRIDGING AS REQUIRED AND WITH DOS A"GYPSUM �I4"GYPSUM wATo( 6 M7LYARE VIN EXPODME ON EITHER FACE DNEX VENEER FASTENED WITH CORRUGATED FIRESTOPPED. O S FARE BLOCKING METAL WALL LIES ATTACHED OVER SHEATHING M HOBO STUDS WITH IS HAD.PER TE TIES SPACED NOT MORE L TI fAp!SIXM WMSE BRDX AND NAX 32'oc IO®ITALLY. I'ARSPAE MIOVOEB C. FMRNC CHANNELS-(NOT SHOWN)-RESILIENT GALV STEEL FURRING INSTALLED U FIRE BLOCKING F)IEEXTER1�NSUAFION NO�SYSTEM TEM EFS)-NOOUL r FORTED PLASTIC D5ILATI N DEJO NG THE O IREEDD IN THE�DBI�k(ITEM�18�N1 DESIGN. OAFO(ITDI 1D)AND W000 JOISTS Id W/ 'TYPE x GYPSUM TYPE'X"GYPSUM L_ Q LL[LAMD CEMENT It S79 TMC STU SYSTEMS,EM S,IN A NO FAIRED MH FACTUR SYSTEM,Olt 0. WALLBOARD,GYPSUM*-NOM 4 ft WIDE BY 5/8 A 1FNd(AS SPECIFIED W THE MIVgUN. 0 M'DIIiLAlO tD01T Q SYN7IETC STETO STSTflIS,N ACWm1RQ WITH NANFAC7IMER'S NSTNICTUIS. FLOOR-CEILINC DESIGN. WALLBOARD SECURED TO WOOD JOISTS OR FURRING CHANNELS AS F- �.... SPECIFIED N THE INDIVIDUAL FLOOR-CELNG DESIGN. MAX DIAL OF CEILING OPENING IS 5 n Z U UNIT A(1ST FLOOR) 7 THROUGH PENETRANTS-ONE NONMETALLIC PIPE OR CONDUIT TO BE INSTALLED APPROXIMATELY Ca Ri BY MANORWOOO MIDWAY BETWEEN WOW JOISTS AND CENTERED WITHIN THE FIRESTOP SYSTEM. DIAN OF OPENINGS N--. ( ) UNIT B(1ST FLOOR) HOLE SAWED THROUGH FLOORING SYSTEM AND THROUGH GYPSUM WALLWARD CEILING TT BE NOM U Z FROM 1/E 1E7®I SIN101IIES 1/4 In LARGER THAN THE OUTSIDE DAM OF THROUGH PENETRANT. PPE OR CONDUIT TO BE RIGIDLY Q O (BY MANORWOQO) 0 f SUPPORTED ON BOTH SIDES OF THE FLOOR-CEING ASSEMBLY. THE FOLLOWING TYPES OF PIPES W � MNOBBY TIE DBBI SMIGARS `Z� M'f.rj+ DR CONDUITS NAY BE USED: U 61PSlxltl �,rET fCy A. PIPE FOR u NCHLORIDE i a(own)( eRIpY�PP(r�ic SYSTEMS.saEOlxe 40 sou0 CORE PVC 9 w O TIMOTHY A. 6 B. FWD NONMUMIX CONDUIT-MGM 4 n DIAM(OR SMALLER)SCHEDULE 40 PVC CONDUIT INSTALLED N � BALDRIDGE NCR IN ACCORDANCE NTHARTICIE 347 OF THE NATIONAL ELECTRICAL CODE(NFPA NO,70). X � WP8105 FIRE SDP.WALL '7 O = (1)LAYER.�"TYPE X o MECHANICAL -� C. CHLORINATED POLYVINYL CLARIOE(CRAG)PIPE-ROOM 4 n DDW(OR SMALLER)SxT 17 MpVC s GYP.EXIERKA SHEATHING MANORWOOD I-) No.43270 " PIPE FOR USE IN CLOSED(PROCESS OR SUPPLY)PIPING SYSTEMS. r^ CC O ,p q. 3.FIRESTOP SYSTEM-THE FIRESTOP SYSTEM SHAT CONSIST OF THE FOLLOWING: (1)ON SITE BY OTHERS �(j MFGISTE�EOta�W A MAX EXTENT PPOSSBLF_FLUSH MIIHTDPTSURFACE�FLOOR. ADDITIONAL MATDIA.TO BE INSTALLED BNB U •� s t E� SUCH THAT A WIN 1/4 n EM CROWN IS FORMED AROUND THE PENETRATING IT ON SURFACE FLOOR. �SSPoNA 1 j INTERNATIONAL PROTECTIVE COATINGS CORP-F'S1900 SEALANT _ B. FIRESTUP DEVICE--CALV STEM COLLAR UNED NTH AN INTUMESCENT MATERIAL SIZED TO FIT S SPECIFIC DIAN OF THE THROUGH-PENEIRANT. DEVICE SHALL BE INSTALLED THROUGH-PENETRANT OIL+ o ' _ N ACCORDANCE NTH THE ACCOMPANYING INSTALLATION INSTRUCTIONS. DEVICE INCORPORATES xp i I ANCHOR TABS FOR SElX1REMENT ID BOTTOM OF GYIYSINA WALLBOARD CEILING BY MEANS OF 1/8 n P.T.SILL PLATE �E BLUING DIAM BY 3 n LONG TOGGLE BOLTS IN CONJUNCTION NM 1/4 n BY 1 n DIAM STEEL FENDER WASHERS W/%'TYPE"J("GYPSUM INTERNATIONAL PROTECTIVE COATINGS CORP-FS1900 SEALANT Q ¢ Lij 0 - a _ FlRE BLOCKING MASONRY FOUNDATION WALL Date Signed:Mar 3,2005 BEARING THE lA CLASSIFlCARON MARKING N N () W/ TYPE "x"GYPSUM AT MATE LINE I 3 ovEO REFERENCE PROD: ApPR B FIRE SEPAR4TIONSEC77ON A PFS CORP DRAWN: 3 1,1A AR - 4 2005 JLB 0 DATE: O�A�lIMISEQ TO 02.16.2005 N FApQ'[ORY gU1tT p0RT1QN SHEET NO.: U u- 4 4-J0 HIGH WIND FASTENING 90 MPH, Exp. C 3 Seo. Gust RIDGE j�gnpI-KpOd SIDEWALL ENDWALL MARRIAGE WALL VENT lozo. TRUSS TO TOP 1 SCREW TOED 1 SCREW OED 12 O.C. 1 SCREW TOED 1 PLATE ALONG BOTTOM CHORD PI.—I VuRry R.. 2 TOP PLATE i0 3 NAILS FACE NAILED AND 3 NAILS FACE NAILED AND 3 NAILS FACE NAILED AND 7/16" AGENCY RATED OPT. ROOF P.O.Box 169 STUDS STRAP 48" D.C. WITH 2 WALL SHT'G FAST. W/ 4 WALL SHT'G FAST. W/ 2 'ICE SHIELD TO EXTEND SHEATHING (24/16 RATING MIN.) VENT R..N u3 NAILS STAPLES EVERY 12' STAPLES EVERY 12" P e Gram PA 17963 3 ALTERNATE TOP 3 NAILS FACE NAILED AND NONE NONE 2' HORIZONTALLY FROM 570)345-0387 PLATE TO STUDS WALL SHT"G FAST. W/ 4 INSIDE OF EXT. WALL 235# FIBERGLASS ASPHALT { STAPLES EVERY i2" TOWARD MARRIAGE EDGE r SELF SEALING CLASS A SHINGLES 800445-4898 80TTOM PLATE 1 NAIL 12 O.C. i NAIL 12"O.C. STAND. FASTENING ENGINEERED TRUSS ! RE�610L6 4 i0 DECK RIM WHERE REQUIRED JOIST (16" OR 24" O.C.) ` 15# FELT PAPER \\ 5 STUDS i0 DECK WALL SHT'G FAST. W/ 4 WALL SHT'G FAST. W/ 4 WALL SHT'C FAST, W/ 2 SHINGLE UNDERLAYMENT RIM JOIST STAPLES EVERY 12" STAPLES EVERY 12" STAPLES EVERY 12" *ICE SHIELD 6 ROOF SITYG TO STAND. FASIENING ' BAFFLES INSTALLED TRUSS TOP CHORD TO PERMIT AIR FLOW OVER INSULATION 110 MPH, Exp. C (3 Sec. Gust) SIDEWALL ENDWALL MARRIAGE WALL TRUSS TO TOP 3 SCREWS TOED 1 SCREW TOED 12"O.C. 2 SCREWS TOED AIR FLOW 1 PLATE ALONG BOTTOM CHORD 2 TOP PLATE TO 3 NAILS FACE NAILED AND 3 NAILS FACE NAILED AND 3 NAILS FACE NAILED AND DBL. 2x4 R30 TO 38 FLOW STUDS STRAP 32' O.C. WITH 4 WALL SITYG FAST. W/ 4 WALL SHT'G FAST. W/ 3 DBL 2X6 STRAP FASTENED TO VAPOR NAILS STAPLES EVERY 12' STAPLES EVERY 12" ���QF M4SS TOP PLATE KING POST BY MANORWOOD TOP PLATE INSULATION VENTED VINYL 3 ALTERNATE TOP 3 NAILS FACE NAILED AND NONE NONE �� 4�, ANO FASTENED TO SLOPED BARRIER SOFFIT PLATE TO STUDS WALL SITYG FAST. W/ 4 O� TIMOTHY A. STAPLES EVERY 12" yN WALL COVERING KNEEWALL BY BUILDER -:F .BALDRIDGE BOTTOM PLATE 1 NAIL 8" D.C. 1 NAIL 8"O.C. STAND. FASTENING (MIN. 3/8" GYPSUM) 4 70 DECK RIM CD MECHANICAL y STRAP STAPLE NAIL Jasr " N0.43270 9oc 49'o.c + z STUDS TO DECK WALL SHT'G FAST. W 4 WALL SHT'G FAST. W 4 WALL SHT'G FAST. W 3 , 2x6 STUD WALL 2x4 STUD WALL AIR INFILTRATION 5 RIM JOIST STAPLES EVERY 12"/ STAPLES EVERY 12'/ STAPLES EVERY 12"/ �'U�FG"/$TL���xA� 3 S.P.F. izoo 16 O.0 5 3 (# ) R19 INSULATION (OPTIONAL) R (# ) 3 S.P.F. BARRIER OPTIONAL 6 ROOF SITYG TO WITHIN 48"OF THE GABLE �sslOMALE��'\ 16" QR 24" O.C. 13oD 16 o.c 6 4 16" OR 24" O.C. W/ VAPOR BARRIER TRUSS TOP CHORD END WALLS, FASTEN W/ STAPLES. s'O.C. SIDING 120 MPH, Exp. D 3 Sec. Gust) ' 3/8" AGENCY RATED SIDEWALL ENOWALL MARRIAGE WALL . SHEATHING. 24" RATING 1 TRUSS TO TOP 3 SCREWS TOED 1 SCREW TOED 12"O.C. 2 SCREWS TOED FLOOR SYSTEM: 19/32" STURDI FLOOR. PLATE ALONG BOTTOM CHORD 2x10 OR 11 1/4" 20" RATING 2 TOP PLATE TO 3 NAILS FACE NAILED AND 4 NAILS FACE NAILED AND 3 NAILS FACE NAILED AND ENGINEERED TRUSS STUDS STRAP 16' O.C. W/ 4 WALL SHT'G FAST. W/ 6 WALL SITYG FAST. W/ 4 Date Signed:Mar 3,2005 Uj 2x6 NAILS STAPLES EVERY 12" STAPLES EVERY 12" 3 ALTERNATE TDP 4 NAILS FACE NAILED AND NONE NONE FIELD INSTALLATION BOTTOM PLATE PLATE TO STUDS WALL SITYG FAST. W/ 4 16D NAILS FASTENED: STAPLES EVERY 12" 2 EVERY 12" 90C 2ND FLOOR DRAFT STOP BETWEEN CEILING BOTTOM PLATE 1 NAIL 6"O.C. 1 NAIL 6"O.C. STAND. FASTENING 3 EVERY 12" < 110C FLOOR JOIST JOIST AND FLOOR JOIST IN 4 TO DECK RIM SIMILAR MANNER. JOIST 4 EVERY 12" S 1200 1/2" GYPSUM CEILING SYSTEM: 2x6 MIN. W 5 STUDS TO DECK WALL SHT'G FAST. W/ 6 WALL SHT'G FAST. W/6 WALL SITYG FAST. W/ 4 5 EVERY 12 < 130D / RIM JOIST STAPLES EVERY 12" STAPLES EVERY 12" STAPLES EVERY 12" O T a 6 ROOF SHT'G TO WITHIN 98"OF THE GABLE TRUSS TOP CHORD END WALLS. FASTEN W/ — F- 1/2" GYPSUM LL STAPLES, 5'O.C. 8 130 MPH, Exp. D (3 Sec. Gust) w m w 3/8" AGENCY RATED SHEATHING 6 °Q SIDEWALL ENDWALL MARRIAGE WALL o= U= j 1 TRUSS TO TOP 4 SCREWS TOED 1 SCREW TOED 12"O.C. 2 SCREWS TOED 24" O.C. OR BETTER PLATE ALONG BOTTOM CHORD v 2 TOP PLATE TO 4 NAILS FACE NAILED AND 4 NAILS FACE NAILED AND 3 NAILS FACE NAILED AND W STUDS STRAP 16'O.C. WITH 4 WALL SITYG FAST. W/ 7 WALL SHT'G FAST. W/ 5 FIELD INSTALLED NAILS STAPLES EVERY 12' STAPLES EVERY 12' A0{ING W/ (2) O 3 ALTERNATE TOP 4 NAILS FACE NAILED AND NONE NONE VAPOR BARRIER Q (,) PLATE TO STUDS WALL SHT'G FAST. W/7 8d NAILS 8" O.C. 19 32" STURDI FLOOR. U ' m STAPLES EVERY 12" 2x— CEILING JOI / i r 20" RATING Q „1 BOTTOM PLATE 1 NAIL 5'O.C. 1 NAIL 5"O.C. STAND. FASTENING / � O 4 JOISCK RIM FASTENING OF SEC D m z v M 5 SPUDS ST DECK WALL SITYG FAST. ' 7 WALL SITYG FAST. " 7 WALL SHT'G FAST. W/ 5 FLOOR TO FIRST FLOOR "- w RIM JOIST STAPLES EVERY 12 STAPLES EVERY 12" STAPLES EVERY 12" ROOF SITYG TO WITHIN 48"OF THE CABLE U Z 6 FLOOR SYSTEM: INSULATION AS TRUSS TOP CHORD END WALLS, FASTEN W/ (FIELD CONNECTION) a o STAPLES, 5" D.C. 2x 10 OR 11 1/4" REQUIRED W u l U STRAP-26GA X 1 1/2' ENGINEERED TRUSS m N °1 STAPLE-16GA X 1 1/2" X 7/16'CROWN 7 NAIL-0.131 x 3" LALLY COLUMN/PIER INSIDE OR OUTSIDE X � 7 f "NOTE: SEE COVER SHEET FOR WIND SPEED CONVERSION CHART. FOUNDATION WALL w 0 ° INSULATION AS REQUIRED. 21,�- oC O FURNISHED AND INSTALLED N U Cl) 1 6 TYPICAL CROSS SECTION BY OTHERS ROOF PITCHES: 7 o II II 12 ° L D 11 w 2,3 11 II 2.3 1. FLOOR SYSTEM PERIMETER BAND JOINTS TO BE STAGGERED WITH NO SPLITS OR CHECKS. Q O " 2.3 II II II 2. 2x8 OR 2x10 FLOOR SYSTEMS DO NOT HAVE HEAT DUCT CROSSOVERS (HOCO) THRU THE RIM C-4 M II It II JOISTS AND NOT TO BE CUT OR DRILLED THRU ON SITE UNLESS PROPERLY ENGINEERED BY OTHERS. Lh ¢ � 11 11 II 3. A DOUBLE 2x12 RIM JOIST MAY BE NOTCHED OR DRILLED AT THE FACTORY TO ACCOMMODATE N Z z II II II THE HDCO. THIS HAS BEEN ENGINEERED FOR THIS CONDITION AND THE FOUNDATION BY i I II II II 4 4 COMMODORE/MANORW00D, HAS BEEN DEVELOPED ACCORDINGLY. ANY CHANGES TO THE RIM pPPFtO�E REFERENCE PROD: Q- ° q 1 II II II JOIST ON-SITE MUST BE PROPERLY ENGINEERED BY OTHERS. FFS CORD .fir - 4. WALL AND COUNG FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION S 200. I I I I II DRAWN: 3 5 5 5. OMIT FLOOR INSULATION WITH HEATED BASEMENT. M�p 6. HABITABLE SPACE, HALLWAYS, CORRIDORS, BATHROOMS. TOILET ROOMS, LAUNDRY ROOMS, 1� LB AND BASEMENTS TO s 5 7. FIRE STOPPING SHALL hCOMPLYMWITH ESELCTIONER602.8 FOF THE PER RC.SECTION R305 OF THE IRC. O 0 8. THERMAL CALCULATIONS WILL BE SUBMITTED TO LOCAL BUILDING DEPARTMENT WITH PERMIT pppROVAi"U PO R IO DATE: a) ✓ APPLICATION AS REQUIRED. FA�TdRY��)LT PORTION OZ.IF).N0005 U ENDWALL FASTENING MATE WALL FASTENING SIDEWALL FASTENING 9. FASTEN RIDGE BEAM AND/OR RIDGE RAIL AT MATING LINE TOGETHER WITH #8 x 3" WOOD 4 � w SCREWS 32" O.C. Q LL- 12 my 1�.or®ood owes 6 Pleawnt Yailer Raa P.O.Box 169 7 Roufe 443 E,-IL-FK L;'-I-TS TO BE SHIFTED L CA SITE INS(ALUJI I B FPS Pi.c-.PA 17963 (570)345-0381 SIEIP , F'--P Ei,IDS IS SHIPPED FOP 'J SITE ILJSTA.LLA110P1 BY OTHERS 800445-4898 HA ILPAI'5, ! '_iFS,ST^IPS,�;UTTFF�,L';�] ���J�JT� API, S I BL 1--KS - ?E �JPf;I,rru fJL NSTnLL=D B' �'� ERS IN ^,�CORG f� ;,Ml STATE fID L<:�'+1 _JGES HL SI E -lh[ fJJMBEP Y PIES RDifIS TO EA--H OFk49 PF S �� cy 1���,iI ENEEE �P OiHE� �I;iJD �N Fa' IfiO IS FUFGIISHED TIMOT HY A. G BALDRIDGE ANU SITEM iLLEO SY OTHEPS o MECHANICAL No.43270 " AI_L DRAIII AND 'PIASTE "EDITS Sh1ALL TERMINATE ,A MINIMUM OF 12" ABOVE GIST€��`�� THr P00, LINE�SStOMAI��� A S. : ALL VENTS WHICH PASS THP Oi i,TH POOF MUST TERMINATE 18" TO _4" ABOVE THE ROOF LINE. PT,?IO DOORS Aw'AILABLE ACCOP.DIfdG TO Fl JOR PLAN SIDIf1G SHOWN IS 4", OTHER SIDINGS APE AVAILABLE Date Signed:Mar 3,2005 TERMINATION HEIGHT OF MFTAI CHIMNE'(S WIU RE A MIN_ V-0" ABOVF THE HIGHEST POINT 'WHERE THEY PASS THRU THE ROOF AND A MIN. OF 2-0� HIGHER THAN ANY °ORTIOfI OF A BUILDING WITHIN 10'-0" (CHIMNEY TO BE IHSTALLF-D ON SITE B,r OTHERS) ATTIC ROOF SPACE VENTILATION SHALL BE 11300 OF ROOF AREA WITH UPPER HALF PROVIDING 50 o OF VENTILATION 1.oaa w 12 s �7 W �� RIGHT SIDE ELEVATION w N o s U i w O U i C (6 U tz WLu cn J OD O Z P N Q 0 ^ W O N Lll U) L i o f O >✓ o v - r L w O �� w °D U U OVEQ REFERENCE PROJ: Q APPR PFS CORP DRAWN: 4 2005 a MAR — La � LEFT SIDE ELEVATION 2;6�°� APPROVAL o FACTORY SHEET No.: v �w 3B o a Z:\Dwg_Data\Manorwood Sales Dwgs\NS_Series Sales\NS HOME STORE HARRIIY 17\HOME STORE-HARRIiY 17(PERMTf-MA-02.16.2005).dwg,3A-Elevation,2/16/200512:42:15 PM, Eng_10 O C7 G Z7 t= m m z -o rn y O 77 Z CD 0 Z;MMOy��f 7 r _ n ti x to �oo 0 o w o � S1135�� c , m < m z -n 4 C r i 77 0 r.. O -m 0 0 �v z° = w ° r- ° m S/N: TITLE: DEALER: ^a °7 27-4 X 28-0 EACH UNIT °° NS302—A (AB) - HOME STORE g =o z a w g Op D STATE: SCALE: ELEVATIONS CUSTOMER: MA 1/8":1'-0" REAR ELEVATION HARRITY 17 w a PD created with pdfFactory trial version www.q ac ory.com 2:\Dwg Data\Manorwood Sales Dwgs\NS Series Sales\NS HOME STORE HARRITN 17\HOME STORE-HARRITV 17(PERMIT-MA-02.16.2005).dwg,3-Elevation,2/16/2005 12:41:42 PM, Eng_10 r-� O C] 0 0 0o 0 0 0 0 Cm z z ao 00 c 0 0 0 0 0 m z y r m a o 0 0 0 Z 0 0 0 0 0 CD cc r� a cOMMON a CIO m m o 0 o z iLLL � D® ©W D -pa -n T c { 00 0m �m CD 'Op c7 c�ii Z o _ (v °> r °� m S/N: TITLE: DEALER: N• Z NS302—A (AB) _ 27 4 X 28 0(EACH UNIT) HOME STORE o o o o$ rn�y� W�6 Q :a x `Z 91 - cn STATE: SCALE: ELEVATIONS CUSTOMER: `( `e g MA 11/8":1'-o" HARRITY17 FRONT AND REAR C. w o a pD created with pdtFact ory nal version www.r)dffaclory.co m 30 -cYa 28'-21/4' owes -O(MAX) 6 PI-1 V.I.y Ro 6'- O P.O.Bo•169 Route 113 Piro Grae PA 17963 . 2x SLIT PLATE INTERGRAL PILASTERS OR EQUAL REQUIRED a 10-0- (570)345-0387 [1C. VHEN BACKFILL EXCEEDS 4'-0' IN HEIGHT 00)445-4898 ANCHOR BOLTS 1/2' DIA. x12' tLTS (SEE CODE AUTHORITY FOR LOCAL REQUIREMENTS) RCASIONS — — — - - — —— (ANCHOR STRAPS REQUIRED FOR RI INTERGRAL PILASTERS OR EQUAL REWIRED a 10'-0' 1_ O.C. WHEN BACKFILL EXCEEDS 4'0' IN HEIGHT <SEE CODE AUTHORITY T'IX2 LOCAL REQUIREMENT CONCRETE FOOTING /CONCRETE FL C ETE FOOi[NG � I CONCRETE FOOTING (h 00 C TE FOOTING FOUNDATION WALL 1 CONCRETE FLOG FOUNDATION WALL ��,-7,� HOLD DIMENSION 0. 5'-0 5'-0' 3'-6' 3'-6' 3'-6' 3'-6' 3'-7' HOLD DIMENSI -7' - 3'-6' -6' - S'-0' S'-0�' �5� � J L� LJ L J `r —� — 1 6 �— LOLLY COLUMN/ SUPPORT COLUMN N L J L J L J L J I / I FOOTING INt PIER !� J/y S T COLUMN 1 TV I Y COLUMN/ 'D PIER FOOTING �q G.F.I. RECEPT. BY OTHERS G.F.I. RECEPT sD CEILING MOUNT T'7 %DC SMOKE DETECTOR M BY OTHERS a 00 B Y BY OTHERS �y CEILI MOUNT SD W ved: SMOK DETECTOR AC/ n INSTAL BY OTHERS 0 S `- `3 0� �• W w STC3iE scar E w g o Ir OA7E b I CUSry^dEFi E DRTc O U 28'-0' 28'-21/4' OF M ss' o�'� TIMOTHY A ��G I O .BALDRIDGE m E Tihis, ptin it NOT to be used to bt.1, the fauncl�fir�n U ,/ c3v z��Y)4 ? I'BQf11£I.r(`vFB MECHANICAL H Z (II Ue r j �17�?`� Ord, � sa� NQ.43270 2 ¢ jy*1e Ctisfc�, set. U G 0 : ct4 `4}j�sFSGIST q z W�� house aierttan, T" s is to e^sots that o O Cb F_ r n ,ro accurate.The GC is raspgns CM column Ivc CD sa5,windows,fireplaces,garages,porchss,etc o o for bulkhw cn o c U) I > NOTES: Date Signed:Mar 3,2005 1) THE COMMODORE CORPORATION DECLINES ANY RESPONSIBILITY FOR THIS FOUNDATION LAYOUT. 6) PORCH FOUNDATION TO BE INSTALLED BELOW LOCAL FROST LINE do TIED INTO THE MAX. 45 PSF. ROOF LOAD IT IS RECOMMENDED THAT YOU CHECK LOCAL CODES AND/OR CONSULT A QUALIFIED ENGINEER HOUSE FOUNDATION. E IN YOUR AREA TO APPROVE THE FOUNDATION SYSTEM. °= 7) FOOTER SIZES SPECIFIED BY PE OR RA FAMILIAR WITH LOCAL CONDITIONS. a w io p " 2) ALL FOOTINGS SHALL EXTEND BELOW THE FROST LINE OF THE LOCALITY. NOTE: ALL DADO'S FOR D.W.V., WATER AND GAS LINE N N M U B) SEE DRAWING FOR MAXIMUM PIER SPACING. CROSSOVERS THROUGH THE MATING LINE GIRDER ARE 3) ALL JOINTS IN THE GIRDER BEAM SHALL FALL DIRECTLY OVER A FOUNDATION SUPPORT. Kr) LL 9) FOUNDATION DESIGN DEPICTED IS SUGGESSTWE ONLY, FINAL DESIGN BY REGISTERED PE OR RA TO COMPLY WITH LOCAL BUILDING CODE. APPROVED z 4) EACH CRAWLSPACE SHALL BE VENTILATED. OPENINGS COVERED WITH CORROSION FAMILIAR WITH LOCAL CONDITIONS (BUILDER/DEALER IS RESPONSIBLE FOR CONTRACTING THIS AF S CORP REFERENCE PROD: RESISTANT WIRE WIRE MESH OF NOT LESS THAN 1/4' NOR MORE THAN 1/2' IN ANY DIRECTION PERSON). o WITH APPROPRIATE AREAS AS FOLLOWS: WHERE AN sq.PROVED VAPOR BARRIER S INSTALLED, THEN THE OPENINGSTMAY BE 10) DETAILS A-104 & CROSSUNIT S SECTION UNOTES.NIT-TO-SILL, AND SILL TO FOUNDATION WALL CONNECTION 13 MARRIAGE WALLS WALLS OF THE HOME. DUET 0 FLUCTUATIONSCN�SITO TE THE MAR - 4 2005 DRAWN: B REDUCED TO 10%. CONDITIONS. SET-UP TREATMENTS, MATERIALS, ETC. IT MAY BE JLB ONE SUCH OPENING SHALL BE WITHIN 3'-0" OF EACH CORNER OF SAID BUILDING 11 BASEMENT STAIRS SUPPLIED AND INSTALLED BY OTHERS. RISE AND RUN BASED ON MAX. NECESSARY TO ADO MATERIAL TO THE FOUNDATION WALLS TO ACCOUNT 0 F ) RISE AND RUN - APPROVED LOCALLY. FOR ANY OVER WIDTH CONDITIONS AFTER THE HOME IS INSTALLED ON APPRQVAI-LIMITED TO �� e 5) COMPLETE FOUNDATION BY OTHERS, INCLUDING BUT NOT LIMITED TO FOOTING DRAINS, VAPOR THE FOUNDATION. (SUCH MATERIAL i.e. FOAMBOARD, AGENCY RATED FACTORY BUILT PORTION 2.16.2005 a) ° BARRIER, TREATED SILL PLATE, ANCHOR BOLTS OR STRAPS, STAIR AREA, SLAB & FOOTING HEATHING, etc., MUST BE LISTED FOR EXTERIOR USE AND SHALL BE o REINFORCEMENT, BACKFILL. WATERPROOFING, AND ALL FINISH WORK BELOW THE SILL PLATE. PROVIDED ON SITE BY OTHERS). I'� w FOUNDATION DRAINAGE TO COMPLY PER STATE OR LOCAL CODE, WHICHEVER GOVERNS. G Q d )llefforwood omes 6 Pleasant volley Raa P.O. 169 R.O.443 Pine&ore PA 17963 (570)345-0387 00)445-4898 REVISOG 56'-21/4' 28'-05/8' 1• PAP 28'-O5/8. 28'-0' TO FRAME 28'-0' TO FRAME 5'-33/ 14'-101/' - 1 a 7'-4' 14'-1012' S'-33,x' 3857 3857 1 3857 3857 10'-6%' 13'-8' 3'- 0• 10'-6%' BEDROOM #3 v v 2/6 125.28 SOFT. of ROOM BEDROOM #2 BEDROOM #3 1 1002 LIGHT VENT ER REQ'D. v ' 125.28 SQ.FT, of ROOM 2/6 � � 135.82 SOFT. of ROOM 23.20 LIGHT PROV'D. 1002 LIGHT REQ'D, 10.87 LIGHT REQ'D, 11.60 VENT PROV'D. `I 5.01 VENT REQ'D. BEDROOM #2 i 5.43 VENT REQ'D. I SUFFICENT LIGHT L VENT PROVIDED. 1 a 23.20 LIGHT PROV'D. 11.60 LIGHT PROV'D. • 11.60 VENT PROV'D. 135.82 SQ.FT, of ROOM �' 5.80 VENT PROV'D. ' ® SUFFICENT LIGHT S VENT PROVIDED. I 10.87 LIGHT REQ'D. ° UFF CENT LIGHT & VENT PROVIDED? ' 5.43 VENT REQ'D. j 2/6 in e� 11.60 LIGHT PROV'D. •1 5.80 VENT PROV'D. z/e W SUFFICENT LIGHT R VENT PROV[ E U d y I 2/6 l_I W z/8 cr 6 � -6' S -5' 3 -4' p 3'-4' 5'-5' -6' "��#'_6• 1 z/e z/b — — W w o g ILUSB aLlec LN M 15'-53/x' $ c^u 0 °Q $ _ — v6 2/8 g � z s N O 15'-5%' S 1/8 s MASTER BEDROOM O o U 217.76 SOFT. of ROOM z/e ATM 0 17.42 LIGHT REQ'D. . O O MASTER BEDROOM 1 8.71 VENT REQ'D. a' co '= ve 23.20 LIGHT PROV'D. � t6 A 1 217.76 SOFT. of ROOM 11.60 VENT PROV'D. e M - 17.42 LIGHT REQ'D. o_ SUFFICENT LIGHT S VENT PROVIDED. M U Z 1 8.71 VENT REQ'D. J 23.20 LIGHT PROV'D. ' ° w cl 1L60 VENT PROV'D. O SUFFICENT LIGHT 5 VENT PROVIDED. ° s 'utrvAU — — — W.I.C. X O 0 17'-37/8' /e z 9,-3Y2 1 q LLo c W.I.C. N N = O Gi ATE N 9'-31/2' 17'-372• yr RRrvPL� i N i O 3857 3857 3857 > STATE EAKL I TEMP 6'-3' 7'-9' 7'-9' 6'-3' .. O L 7EM 3857 3857 3857 0 x 6'-3' �. 7'-9' �. 7'-9' 6'-3' w - `��OF M,ls a Q to O E) sq N vU M LL- TIMOTHY A. gALDRIDGE MECHANICAL ti APpFjOVED 2 No.43270 REFERENCE PROJ: O- _ /sTi����� PFS CORP > �SS/pNAI � 205 DRAWN: > MAR LB a) DATE: APPROVAL a APPROVAL LIMITED TO 02.16.2005 ai o a Y BUILT PORTION FACTOR SH NO U w Date Signed:Mar 3,2005 /l 0 a M oTC®ood Homes 6 Pl—I Palley Ro P.O.Dor 169 Rode 443 Pine Grove PA 17963 56'-2Y4' (570)345-0387 00)445-4898 MGM 28'-0%' 1' GAP 28'-05/8' 28'-0' TD FRAME 28'-0' TO FRAME 634'4'-103/8• 9'-11" 8'-4' 4'-41/2' 63/4 DATA PLATE,STATE 4'-4 - 4'-103 3857 3857 3433 A PFS LABEL UX'R 3057 DATA RATE,STATE A PES LABEL LOC1l I DC2l3o IV9 v2130 V1830 V _9' 3857 ?433 3037 3857 9 r—8 7/. /-J O O L'—— /tl �/ 818 N SD36 V 6'-9' V vte30 v_11J1 J LV9 M2430 taI Scm DV �� 9'-87�' (Lt BIO SPACE SCR36 ,' F ,F S9'-7• IR DINING ROOM ' 128.24 SOFT. of ROOM I KITCHEN , I ` 10.26 LIGHT REO'D. I Q CD QI- ^ DINING ROOM 5.13 VENT REO'D. I KITCHEN 128.24 SOFT. of ROOM 11.60 VENT PROV'D.cl) 2320 LIGHT PROV'D. �u ° 10.26 LIGHT REO'D. SU (CENT LIGHT L VENT PROVIDE . 5.13 VENT REO'D. I nA 2320 LIGHT PROV'D. 3'-11y2' 11.60 VENT PROV'D. ! t P V C_bFFICENT LIGHT L VENT PROVI ED. ^ _ c _ ` ' — —4 , 3'-11 ' 2/0 024 14 ( 1 1/2'xit V4' LVL CLG GIRDER n _ -_-_-_-_2 PER MOD -_-_-_-- vz43e 2/0 _ 2/6 `v cm) t W430 -v3 4- (4) 1 1/2'x11 1/4' LVL CLG GI DER 5' EXPOSED BEAN R — ---------------- i� W \ K2/6 L Ada 2 PER MOD. 9'-87,x' 4' 7 -0' 3'-0 3 0' N T 11 x v h- ^ Q k - 5' EXPOSED BEAM N L, c' 3' 0' -0' S'- Y2' 9'-87/8' N i H ,`r `� W w OC J wo °¢ N L� a 1/2 BATH s O o= _ $ LO LIVING ROOM _ S ` ,I 184.35 SOFT. of ROOM aj d I 1�F Tm9s g 14.75 LIGHT REO'D. HATE L 7.37 VENT REO'D. '. I O LIVING ROOM — — — -4' S V(/ 'T N 23.20 LIGHT PROV'D. ,I , © II . 184.35 SOFT. of ROOM I IL60 VENT PROV'D. L STALE LABEL 14.75 LIGHT REO'D, SUFFICENT LIGHT L VENT PROVIDED. 276 3'-4' ° 7.37 VENT REO'D. i I 23.20 LIGHT PROV'D, Z E c') 11.60 VENT PROV'D. c,Iv a (B 2/6 SUFFICENT LIGHT & VENT PROVIDED. 14'-43/x' I _ M FOYER `;) LANDDiG, ¢ z E~ 54'DRYWALL. M W m �c 14'-4 o CC p I I FOYER 3/0 N Q N M Lmm!j 1R M 5/8'M2YV L - 3857 3057 2-UTE Q 0 X ° 3/0 911- u, O 2tITE 3857 3857 N N L D 4) 6'-3- 7'- 7'- 5'-87/e. 28'-0%' GAP 28'-0 .. _ o �`�H OF MASS9 � •- L' TIMOTHY A. yG a a io O MDRIDGE c i o MECHANICAL ti C No.43270 z M GisTt APPROVED REFERENCE PROJ Q SIONAL E _ PFS CORP DRAWN: MAR - 4 2005 JLB f ATE: � APPROVAL LIMITED TO 02.16.2005 m o Date Signed:Mar 3,zoos FACTORY BUILT PORTION s N0 �w � o 'OFFICE MAILING ADDRESS- MANORWOOD HOMES INC. THIRD PARTY INSPECTION AGENCY: PFS CORP. GENERAL NOTES DIV. OF COMMODORE HOMES THIRD PARTY MAILING ADDRESS: 2877 SKATETOWN ROAD Ma fforwood P.O. BOX 169, RT. 443 BLOOMSBURG, PA 17185 owes PINE GROVE, PA 17963 AUTHORIZATION NO.: TP1A #2 LABEL LOCATIONS FOR SINGLE DWELLING Valley R. NC P.O.&1 169 THIRD PARTY& STATE LABEL & DATA PLATE ASSIGNED MFG, NO.. 201 AUTHORIZATION EXPIRES: 04-30-05 KITCHEN SINK / THIRD PARTY & STATE LABEL @ FOYER CLOSET Pine Gr PA 17963 CURRENT CERT. EXPIRES: 04-30-05 "ADDITIONAL UNITS WILL HAVE ALL APPLICABLE PLATES (570)345-0387 SPECIFIED IN A CLOSET OF EACH 00)445-4898 LABEL LOCATIONS FOR DUPLEX OPTIONS: rs DESIGN CRITERIA THIRD PARTY & DATA PLATE @ KITCHEN SINK EACH LIVING UNIT CONST. TYPE: 56 STATE LABEL @ KITCHEN SINK, LEFT LIVING UNIT ONLY USE GROUP: R4 THESE DRAWINGS ARE THE PROPERTY OF MANORWOOD HOMES INC. (HEREIN AFTER �J V� ��� REFERRED TO AS MANF. ) AND SHALL NOT BE REPRODUCED AND OR COPIED \ V v WITHOUT AUTHORIZATION. OCCUPANCY: ONE & TWO FAMILY DWELLINGS MANUF. WILL BE CONSIDERED AS A SUB-CONTRACTOR IN ALL BUILDING PROJECTS, ,.I SUPPLING A BUILDING COMPONENT TO A GENERAL CONTRACTOR OR BUILDER. ALL STORIES ABOVE FOUNDATION: 2 ` i Pi;F,n5 ce..°tified lo Gx-Pv tY NOTES WITH REFERENCE TO "IN-FIELD". "ON-SITE" OR "BY BUILDER" ARE PERTAINING ��. TO THE RESPONSIBILITIES OF THE GENERAL CONTRACTOR. BUILDING HEIGHT ABOVE FOUNDATION: VARIES DUE TO CEILING HEIGHT AND AVAILABLE ROOF PITCH a Ci7(E;S ?^ i t `ssi6€? "v 4A►. THE DRAWINGS IN THIS SUBSET SHOULD NOT BE SCALED FOR DIMENSIONAL REFERENCE. EXTERIOR WALL FIRE RATING: 0 s ALL DIMENSION LINES AND NOTES SUPERCEDE ANY SUCH REFERENCE. AVALABLE ROOF PITCH: 7/72 v `Mu �" _ ..,K� +'"' DISCRETE MODELS (PLANS HAVING SIMILAR ROOM ARRANGEMENT OR SPECIAL USE CONDITIONS, 'z-°� ARCHITECTURAL STYLE) SHALL BE PREPARED FROM THESE DRAWINGS WITHOUT PROVISIONS, UMITIONS: BUILDING SETBACKS AND ZONING REQUIRMENTS ARE THE y"..,. MODIFICATION, ADDITION OR DELETION IN ANY MANNER. RESPONSIBILITY OF THE BUILDER/ DEALER. TWO UNITS MAY BE JOINED TOGETHER TO FORM A DUPLEX THE COMMON WALL OF A DUPLEX WILL BE OF ONE OR TWO HR U.L. / RATED CONSSTRUCTION AS REQ. BY STATE CODES c w 4 TRUSSES: TOP CORD LIVE LOAD = 45 PSF Signature e Title TOP CORD DEAD LOAD = 10 PSF r um' Fc dwy Built D'vfl`` ' r's,°TV ATTIC STORAGE BOTTOM CHORD LIVE LOAD= 20 PSF °�+i^6^' CAPE TRUSS BOTTOM CHORD LIVE LOAD= 30 PSF BOTTOM CORD DEAD LOAD = 10 PSF 3�`ZH OF M,4S'� S FLOORS: NON-SLEEPING AREAS - LIVE LOAD = 40 PSF TIMOTHY 0. y SLEEPING AREAS - LIVE LOAD = 30 PSF .BALDRIDGE r DEAD LOAD = 10 PSF OR ACTUAL WEIGHT f W MECHANICAL H Cr T WIND SPEED: 90 MPH, EXP. C (3 SEC. GUST) No.43270 DRAWING INDEX o FASTEST I SPEED MPH CONVERSION C. GUST A�7�fG/STLR� ��� W SNOW LOAD: 45 PSF 75 90 C �SS�ONAL�� NO. DESCRIPTION DRAWN REV. DATE W w FIRE PROTECTION SYSTEM: SMOKE ALARMS AS PER STATE CODES 90 1100/C 0 COVER O . . FLAME SPREAD IS LESS THAN OR EQUAL TO 200 (CLASS III) 100 12O C 1 FLOOR PLANS AND NOTES (FIRST FLOOR) 02.16.2005 N/A N A °_ "_ ALL SMOKE ALARMS ARE TO BE PHOTO-ELECTRIC 110 130 C 2005 N/A N/A E 16. HEATING SYSTEMS: ELECTRIC BASEBOARD: 250 WATTS/FT PLANT INSTALLED 1A FLOOR PLANS AND NOTES (SECOND FLOOR) 02. 0 HOT WATER BASEBOARD: 550 BTU/FT W/180 deg. WATER Date Signed:Mar 3,2005 2 FOUNDATION 02.16.2005 N/A N/A @ 1 GPM. RADIATION INSTALLED, STUBBED THRU FLOOR, FIRST FLOOR i rrnii n INTERCONNECTED TOGETHER WHEN POSSIBLE. 2A F�3tiNDATf6P���_ N/A N/A N/A 2i FORCED HOT AIR, METAL OR FIBERGLASS DUCTWORK PARTIALLY INSTALLED 3 ELEVATIONS 02.16.2005 N/A N/A FURNACES AND OR HEAT PUMPS TO BE INSTALLED ON-SITE ACCORDING Timothy A. B a I d ri d g e E TO ALL STATE AND LOCAL CODES. 3A ELEVATIONS 02.16.2005 N/A N/A =3 CU Progressive 3B ELEVATIONS 02.16.2005 N/A N/A 0 VENTILATION: BATH FANS TO PROVIDE A MINIMUM AIR EXCHANGE EX 5A CFM 4 CROSS SECTION 02.16.2005 N A N A "' w KITCHEN RANGE EXHAUST FAN TO PROVIDE AN AIR EXCHANGE LLj OF D I BEING AND MUST BE VENTED TO THE EXT. UNLESS RECYCLE TYPE Engineering, Inc. / / N LU HOOD IS BEING USED. 5 MISC. DETAILS, TYP. 02.16.2005 N A N A o co In 6 ELECTRICAL FIRST FLOOR 02.16.2005 N/A N/A X w 3 IV 6A ELECTRICAL SECOND FLOOR 02.16.2005 N/A N AN o 0 1. IT IS MANDATORY FOR THE BUILDER TO COMPLETE THIS HOME IN COMPLIANCE WITH ANY LOCAL OR STATE ENERGY CONSERVATION 7 D.W.V. & WATER LINES 02.16.2005 N/A N/A REQUIREMENTS. ADDITIONAL SITE WORK MAY BE, BUT NOT LIMITED T0: 8 GAS LINE N/A N/A N/A a) a.FLOOR INSULATION- CRAWL SPACE o b.FOUNDATION WALL INSULATION- BASEMENT (SEE MASS. CHECK) TRUSS DETAILS (SEE ATTACHED) 02.16.2005 N/A N/A c. PERIMETER INSULATION- SLABS o d. INSULATION- PIPING EXPOSED TO UNCONDITIONED SPACES THERMAL COMPLIANCE (SEE ATTACHED) 02.16.2005 N/A N/A c �, THE ABOVE MUST BE ACCOMPLISHED WITHIN STATE CODE REQUIREMENTS. o a ►- 0 2. BUILDER RESPONSIBLE TO FILE THE REQUIRED CERTIFICATION FORMS N N Z 0 WITH THE LOCAL ELECTRIC UTILITY PRIOR TO OBTAINING PERMANENT O M ELECTRIC SERVICE N N N a z Z REFERENCE PROJ: Q- 0 MASSACHUSSETTS DRAWN: MA STATE BUILDING CODE, CURRENT EDITION MA FUEL/GAS/PLUMBING CODE LB N f 1993 BOCA NATIONAL MECHANICAL CODE W/ AMEND. DnTE: M 2002 NATIONAL ELECTRICAL CODE W/ AMENDMENTS 2.16.2005 N aSHEET NO.: U Hw O 0 CD Job -- ---- -- - ---- !Truss" __ -- -- - Truss Type i Qty Ply i -- ---_ - --- --- i T MANORWOOD 274 PA 26133 HM507003 ;HINGED MONO 1 1 14' WIDE 7/12 MONO Q 2-2-9 10-6-7 13-5-12 Ds�:_AJS REF#2741285 — - -- I Universal Forest Products Inc.,Grand Raids,MI 49525,A.J.Stron - — p 9 6.000 s Feb 19 2004 MiTek Industries,Inc. Thu May 06 13:18:55 2004 Page 1 -0 -r, -n 2-2-9 8-3-14 2-11-5 0-0-10 71 Z _ tt } t r, KEVIN' Q I 6 `< , s �•` t l�,rti f onn. 223(lb)— � `+r�2 t7# �• FREEMAN ' 4 5 /X10 x ' �► `L rata Nf t I{ BEH188%� ��-�-�� p, ' � � � _ KCAL _ 12 FF1ECh?� f � C2C.�i 4 � � 043273 h 7.00 �� € tL rn �p CANT T �, ` la4 t'%' 6 - tiff Optional 1-0-0 Cantilever oo REACTIONS (lb/size) W3 4tcktttltillt�, :+►wfcnrur�, ;r 19ViF-A : 7 = 595/Mechanical .*; QF a.,,t�f 4,,�`�O� MA `f'rra�, E� �{t3 ' j BE 18 6 = 0/Mechanical *`` fy f�,, �` • tcotlltmak 4x4 2x5 \� Conn. 594(lb) 1 676/0-3-8 � t O '"� �` � � '� '°. p a 3x12 112 HGS One Face Max Horz Y ti r q = 4x5 = _ HG5 6 = -137(load case 11) "s _ KEVIN,( V_ FREEMAN rCO3) 1 1 --_-EV 1 = 283(load case 8) F N T -- r Cy Max Uplift ' x �C'' <' _ Q» fl# 1tiEfR +� =o l —�1-- -- 7 = -224(load case 8) '►s: ,` ��.• �c ys• ��`4E 8 7 1 = -83(load case 8) •. JSTE % n .l, 2� t`t� 'L M, P to) 1x4 I I 4x6 — Max Grav '+f� , `•.... " ,� 'f�, t PdA ,�� ` ,M S `f gat 2-2-9 i - 13-5-12 13-P-6 7 = 778(load case 11) 1 = 922(load case 11) 2-2-9 11-3-3 0-0-10 Plate Offsets(X,Y): 1:0-2-5,Ed e jLEdge,0-0-15],[2:0-1-12,0-2-0],[3:0-2-8,0 4-6],[3_0-0 5,0-0-6],[4:0-0-11,0-1-21,[7:0-1-12,0-2-0] - -- -- - LOADING (psf) SPACING 2-0-0 I CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.78 Vert(LL) -0.37 7-8 >430 240 MT20 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.69 Vert(TL) -0.70 7-8 >223 180 MI118 141/138 BCLL 10.0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code IRC2000/ANSI95 (Matrix) Weight:64 lb LUMBER Max Uplift 6)All plates are MT20 plates unless otherwise indicated. 13)This truss has been designed to meet 2000 IBC Section TOP CHORD 2 X 4 SPF No.2 'Except` 1 = -83(load case 8) 7) See BEH18 DETAILS for plate placement. 2308.10.7.1;2000 IRC R802.10. T7 2 X 6 SPF No.2 Max Grav 8)Provisions must be made to prevent lateral movement of hinged 14)This truss has been designed to meet 2003 IBC Section BOT CHORD 2 X 4 SPF 2100F 1.8E 7 = 778(load case 11) member(s)during transportation. 2308.10.7.1;2003 IRC R802.10. WEBS 2 X 4 SPF No.2 'Except` 1 = 922(load case 11) 9)All additional member connections shall be provided by others for 15)This truss has been designed to meet 2000 MI Building Code, W3 2 X 3 SPF Stud,W1 2 X 4 SPF Stud FORCES (lb)-Maximum Compression/Maximum Tension forces as indicated. Sec.2303.4. EV2 2 X 6 SPF No.2 TOP CHORD 10)Provide mechanical connection(by others)of truss to bearing 16)This truss has been designed to meet 2003 MI Residential Code, WEDGE 1-2 = -1670/0 2-3 = -672/0 plate capable of withstanding 224 lb uplift atjoint 7 and 83 lb uplift at Sec.R802.10.1. Left:2 X 10 SPF No.2 3-4 = -671/35 4-5 = -284/43 joint 1. 17)This truss has been designed to meet 2002 BCNYS sec 2303.4 BRACING 5-6 = -163/55 7-9 = -519/239 11)Truss members shall not be cut,drilled,sliced,notched or (Building Code of New York State) TOP CHORD BOT CHORD otherwise altered without written approval of the design engineer. ' truss has been designed to meet 2002 RCNYS R802.10.2 Sheathed or 3-7-2 oc purlins, except end verticals. 1-8 = -265/1262 7-8 = -265/1262 12)Take precaution to keep the chords in plane,an PRQVEp (Resid ntial Code of New York State) BOT CHORD WEBS twisting of the hinge plate must be repaired before t buildi s CORFt 19)Thi truss is a revision of HM507001. Changed wind speed to 90 h Rigid ceiling directly applied or 10-0-0 oc bracing. 4-9 = -594/273 2-8 = 0/566 put into service. FS WEBS NOTES -1046/134 - MAR - 4 2005 1 Row at midpt 2-7 JOINTS 1)Wind:ASCE 7-98;90mph;h=30ft;TCDL=4.2psf;BCDL=6.Opsf; 1 Brace at Jt(s):9 Category II;Exp C;enclosed;MWFRS gable end zone and C-C ROYAL 1.WE')TO REACTIONS (lb/size) Exterior(2)zone;cantilever left exposed;end vertical left exposed; APP ORY IBIJI.T PORTIN 7 = 595/Mechanical Lumber DOL=1.60 plate grip DOL=1.33.This truss is designed for FACT 1 = 676/0-3-8 C-C for members and forces,and for MWFRS for reactions specified. 6 = 0/Mechanical 2)TCLL:ASCE 7-98;Pg=45.0 psf(ground snow);Category II;Exp C; ® WARNING -Verify design parameters and READ NOTES Universal Forest Products,Inc. 2801 EAST BELTLINE RD,NE Max Horz Partially Exp.;Ct=1 PHONE(616)-364-6161 FAX(616)365-0060 GRAND RAPIDS,MI 49505 1 = 283(load case 8) 3)Roof design snow load has been reduced to account for slope. This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters 6 = 137 load case 11 and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. ( ) 4)Unbalanced snow loads have been Considered for this design. Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional pennanent bracing of the overall structure is the Max Uplift 5)This truss has been designed as per IBC Sect.1605.3.1.1 Load responsibility of the building designer.For general guidance regarding fabrication,quality contra,storage,delivery, 7 = -224(load case 8) reduction,for multiple live loads. DSB-89 Bracing g g g 4 y 9 Truss erection and bracing,consult rive.M Quality Standard, p g Specification,and HIB-91 Handling Installing and Bracing Recommendation avaliable from Truss Plate Institute,583 O'Onofdo Drive,l+Aadiaon,WI 53719 -- _ _ J:\supportkMitekSupp\templateskI txl7tem late tpe Q copyright 2004 by,Universal Forest Products Inc___ __ t Table ]: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating RUnOUtS Circulatine Mains and Runouts Temperature(F Un to l" U12 to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pine Sizes Piping System T},}2es Ran F 2" Runouts 1" and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) GoVET AP MAR 4 2005 App��VAL LIMtSE�S10N FACTORY g*J�1.S pOR PDF created with pdfFactory trial version www.pdffactory.com 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 L/s)air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 Ibs/ft2 pressure difference and shall be labeled. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be identified so that compliance can be determined. [ ] ( Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Ducts shall be insulated per Table J4.4.7.1. Duct Construction: [ ] All accessible joints, seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Heating and Cooling Equipment Sizing: [ ] Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 120 T or chilled fluids below 55 OF must be insulated to the levels in Table 2. aO'4e APFS CpR MAR - 4 2005 ppp�pVP� LOJED 10 ON T PDF created with pdfFactory trial version www.pdffactory.com FACSORY BUIL REScheck Inspection Checklist Massachusetts Energy Code REScheckSoftware Version 3.6 Release 1 DATE: 02/16/05 PROJECT TITLE: NS302-A(AB)/HARRITY 17 Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-33.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: i Windows: [ ] 1. Window: 3857:Vinyl Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ] Yes[ ]No Comments: STANDARD EGRESS WINDOW [ ] 2. Window: 3433: Vinyl Frame, Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: STANDARD KITCHEN WINDOW Doors: [ ] I. Door: 3680: Solid,U-factor: 0.180 Comments: ENTRY DOORS [ ] 2. Door: 3680-G: Glass,U-factor:0.180 Comments: ENTRY DOORS Floors: [ ] 1. Floor 1:All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] 1. Boiler 1: Other(Except Gas-Fired Steam), 80 AFUE or higher Make and Model Number Air Leakage: [ ] Joints, penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] When installed in the building envelope,recessed lighting fixtures ROVE shall meet one of the following requirements: ApF CoR0 1. Type IC rated,manufactured with no penetrations between the inside of the ecesQFtfX%re and ceiling cavity and sealed or gasketed to prevent air leakage into the Line ditior�ed�pacA 2�d ApF�O�p�liMi O.VION FAOTOR�gU11.'f P PDF created with pdfFactory trial version www.pdffactory.com •t Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer o",4A� Date Mar 3, 2005 TIMOTHY A. yG f BALDRIDGE o MECHANICAL H No.43270 A�}j�FGJST cR`���� ONALE�G Date Signed:Mar 3,2005 pFS oRP MAR - 4 2005 . A.PqR0,jAL 1.1 6UI�MPORSiON EAC PDF created with pdfFactory trial version www.pdffactory.com f - I I IAOaJA4r �X i"4 FIos i 1 sT dvq Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheckSoftware Version 3.6 Release 1 Data filename: Z:\Dwg_Data\Manorwood Sales Dwgs\NS_Series Sales\NS HOME STORE HARRITY 17\HOME STORE-HARRITY 17(PERMIT-MA-02.16.2005).rck PROJECT TITLE:NS302-A(AB)/HARRITY 17 CITY: Northampton STATE: Massachusetts HDD: 6404 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) WINDOW/WALL RATIO: 0.11 / DATE OF PLANS: 02.16.2005 OF MASSq� off' TIMOTHY A. yG .BALDRIDGE DESIGNER/CONTRACTOR: MECHANICAL ti No.43270 MANORWOOD HOMES °��FCrsTt�� THE �SSIpNAL ENS' 4 '�4 - COMPLIANCE:Passes / _1! Maximum UA=268 bF Your Home UA=223 Date Signed:Mar 3,2005 16.8%Better Than Code(U Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 765 33.0 0.0 25 Wall 1: Wood Frame, 16"o.c. 1771 19.0 0.0 93 Window: 3857: Vinyl Frame,Double Pane with Low-E 165 0.350 58 Window: 3433: Vinyl Frame,Double Pane with Low-E 8 0.350 3 Door: 3680: Solid 20 0.180 Door: 3680-G: Glass 20 .180 APR Floor 1: All-Wood Joist/Truss,Over Unconditioned Space 765 19.0 0.0 PF Boiler l: Other(Except Gas-Fired Steam), 80 AFUE MAR COMPLIANCE STATEMENT: The proposed building design described here is consistent with hAt* g LANTED TO specifications,and other calculations submitted with the permit application. The proposed build �d�8dk�TfQA1lON meet the Massachusetts Energy Code requirements in RES^heckVersion 3.6 Release 1 (formerly ec and to comply with the mandatory requirements listed in the REScheek Inspection Checklist. The heating load for this building, and the cooling load if appropriate,has been determined using the applicable Standard PDF created with pdfFactory trial version www.pdffactory.com Commonwealth of Massachusetts Board of Building Regulations and Standards +A A,�,, ;;�Manufactured Buildings Program LABEL REQUESTFORM -�trvl'tio This Section foi State Use Only Date Processed Label Numbers: Issued by: Fee Received $ UQ .v0 4 9(,o969_- (y © • l�F c�recic Number O to This Section to be Completed Manufacturer-PLEASE PRINT OR TYPE SECTION 1-MANUFACTURER INFORMATION BBRS\DPS I.D.# ( )0 -0 j Manufacturer Name Manorwood Homes MC#201 Street P.O.BOX 169 - City/State/Zip Pine Grove,PA 17963 Telephone Number: (570)345-0387 Fax Number. (570)345-6003 a--1-wrnorris® manorwoodhomes-com Manufacturer-Plant inspector I Wayne Morris Third Party Agency PFS Corp TPIA #02 Number of Labels Total Amount Attached $ '2040- 00 Manufacturers Serial Manufacturers Model Number s _e- Designation A)5 3 O%Z 4 L3 SECTION 2-LOCATION OF BUILDING Street 0 City/State/Zip �t- Q 1'v SECTION 3-BUILD CERTIFIED INSTALLER INFORMATION Builder/Dealer Street City/State/Zip p Certified Installer TIM 4tj,- a ��e Licensed Construction License Number. 6���con Supervisor •Sry , Expiration Date: Gl This form shall be completed by the manufacturer when requesting manufactured building labels. All information shall be clearly indicated. Incomplete forms will be returned to the manufacturer unprocessed. This request shalt be forwarded to the BBRS/Dept.of Public Safety 167 Lyman Street/P.O.Box 1063 Hadley Building-Ground Floor Westboro, MA 01581 Bbrs\Forms?\amfgt,Wx1Request March,2004 ;Commonwealth of Massachusetts 17F lo Board of Building Regulations and Standards n., 7 L�"':;. Manufactured Buildings Program LABEL REQUEST FORM -Vrvt 4tjo (--7 This Secli"for State Use Only Date Processed OS Label Numbers: � Issued by: CQ, Fee Received $ a 6o •00 • (p g(p' C/(rp 4 r Check Number 6(g g This Section to be Completed Manufacturer-PLEASE PRINT OR TYPE SECTION 1-MANUFACTURER INFORMATION BBRS\DPS LD.# DO 0S Manufacturer Name Manorwood Homes MC#201 Street P.O.BOX 169 City/State/Zip Pine Grove,PA 17963 Telephone Number_ (570)345-0387 Fax Number. (570)345-6003 Email-wamorris@ manorwoodhomes.com Manufacturer-Plant Inspector I Wayne Morris Third Party Agency PFS Corp 771A #02 Number of Labels Total Amount Attached $ A4001- 00 Manufacturer`s Serial Manufacturers Model Number �'/ f�•�-/�"C` J Designation N S a� SECTION 2-LOCATION OF BUILDING Street O City/State/Zip I LbK4NXf-VU9bV-1 SECTION 3-BUILD ER/D LER/CERTDMM INSTALLER INFORMATION"Tu Builder/Dealer f Street Q _ City/State/Zip I C Certified Installer Liaetued Construction License Number. Supervisor .{��S �,.1 i" Expiration Date: 6 This form shall be completed by the manufacturer when requesting manufactured building labels. All information shall be clearly indicated. Incomplete forms will be returned to the manufacturer unprocessed. This request shall be forwarded to the BBRS/Dept.of Public Safety 167 Lyman Street/P.O.Box IW3 Hadley Building-Ground Floor Westboro,MA 01581 Bbrs\Forms?\mfstabe3Request March,2004