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17B-010 (4) 3" V.T.R. © Q F AR Mefforwood 1 1/2" 1/2" ��N As4 Homes D 6 Pi—f YaBeY Raa G\ 1 1 2 1/2" pz TIMOTHY A. yG P.O.Ou 169 \V\j O / f BALDRiDGE Bo"h 443 © OO © Prue Gro"e PA 17963 LAV o MECHANICAL -� O / 3" V.T.R. LAV G 1/2\1/2" A No.43270 " (800)115-4898 C FROM FIRST 1 1/2" 1 1/2 D O 1/2' > FGIST�R / FLOOR PTRAP © 1 1/2 © 1/2" 1/2 / �SSIOMALE \ 1 1/2' / \ 1/2.1/2_ 1/2" 3" V.T.R. O D 1,1/2' O / \ ® KIT SINK � 1/2 O�i TUB/SHWR WC i/2" \ 1/2" 3/4" 3/4' 1/2/ LAV \ lo © O , 1 1/2" 1/2"\ _ TUB LAV © 1 1/2' 2' O PTRAP 3/4"' / 1/2 1 1 2" 3' V.T.R. 1 1 2" 1/2" 3/4~ 3/4/ 1/2" PTRAP O / 2' 1 1/2" / 1/2' 1/2" Date Signed:Mar 3,2005 WC D O 1/2" 1/2.1/2" 1/2' 1/2' Wc 1 1/2' 3"O O Ci / / \\ ( 1/2' / 1/2" 1/2 / MASSACHUSETTS NaTES OD AO 3" 3" i 1/2 3" O ' 3" 3' 1/2" G O // 1 2" 1/2" \ FIRS 1/y. 1/2' O „ O 1 2 FL NJ)ALL VENT STACKS WHICH PASS THM" THE ROOF MUST TERMINATE 19' TO 24' 3" 3" C 3 3 3^ `\/ 1/2" LAV p�j ABOVE THE ROOF LINE ALL VENTS 3'DIA.AT ROOF FOR FROST CLOSURE F O O \ 1/2. 'cG[ (SEE VENT DETAIL). 7" M2)ALL TRAPS SWILL HAVE CLEAN OUT PLUGS. G i 1/2 2 O 1/2 \ / N3)KITCEN SINK PLUMBING SHALL BE PREPARED FOR DISHWASHER INSTALLATION 2" O O 1 1/2" O / EVEN IF DISHWASHER IS NOT BEING INSTALLED.FITTING SHALL BE INSTALLED O O 1 1/2" O 3' T F TO O / TUB / 1/2' WASHER OR IT MUST BE ASSURED THAT SITE PLUNDER CAN READILY INSTALL. FIRST FLOOR / M4)BASEMENT MODELS SHALL BE PROVIDED WITH FACTORY INSTALLED 2'I.D.MIN.FUTURE _ 1 1(2" INLET 1/2• VENT EXTENDING F%B1 A POINT STUBBED BELOW THE FLOOR TO IB MIK/24'MAX ABOVE 2 D 1" THE ROOF LIE.VENT STACK TO CAPPED EACH END AND LABELED AT EACH FLOOR/ATTIC / LEVEL.STACK MAY BE INTERCONNECTED TO DRAIN VENT SYSTEM IF BASEMENT FIXTURES ARE TU8 SHWR C 3" V.T.R. .3/4' TO BE IMMEDIATELY HOOKED UP, 1 1/2' O �p�� 2" W� TO G) 1/2"\ MW AIR ADMITTANCE VALVES NOT PERMITTER PTRAP Stj 1 1/2" O SECOND FLOOR b 3/4j> M6)WATER CLOSETS TO BE INDIVIDUALLY VENTED.(NO VET VENTS FOR STOOL) I4 M7)THE KITCHEN TRAP SHALL BE REMOVABLE.ALL OTHERS ARE TO BE SOLIDLY GLUED, / 1 1/2' 2" / 3/4" NO SLIP JOINTS ON THE`TOUSE SIDE'OF THE TRAPS. © O 2" 1/2" j MB)PLASTIC WATER LINES ARE NOT PERMITTED. WASHER 1/2' I \ / 1 1/2- O PTRAP 1/2 j/I 1/2" \\ 3/4_ DWV DIAGRAM O 1 1 2" 2" KIT SINK \ 1/2" // 1/2' I 3/4\ LLJ G 1/2" 1c\ / ( \ PLUMBING CONNECTIONS SHOWN O /4" > 0 IN HATCHED AREA 1/2" REQUIRE FIELD CONNECTION KIT SINK O 2' 1 1/2" 3/4') // t j s 1 1/2• WATER SUPPLY OPT ICEMAKER I / 3/4" VENT THRU ROOF Lu w O LONG TURN ELL PTRAP O 1 1/2" 1 1/2' O I /� 1/2" m � 1 1/2- 3 DIAGRAM I / 3/4y 7 DOUBLE SINK Q o N= s' © ELL O F PLUMBING CONNECTIONS % 1/2 f G SHOWN IN HATCHED AREA Wc \ 43L © VENTING ELL 2" 3' O REQUIRE FIELD CONNECTION 3/4' \\ 1/2" 1/2' E OPT.GAR AGE O E\ / © D A 3" COLD 1 2� 1/2 RSA/ 4s DI U C O O / \ OTEE F\ELS/ HOT STY O / O Z" O /2" O LAV / 2 2 CONT.WASTE H O E OBL TEE PTRAP P L T VALVES / TAIL PIECE z 3'DWV TO O'ER V/H MAN FACTU2ER) \ WITH 3/B BARB W SECOND FLOOR MST FLOOR CIEAN[IUTS SUPPLIED _ O LONG TURN TEE WYE 3" B. INSTALLED ON-SITE DISCHARGE U Q F BY OTHERS PER PIPE OPT.D/V AIR GAP FITTING CIF PROVIDED) SHALL W si F STATE 1. LOCAL CODE / FASTENPEDTHICHOIkITER EC RE L O si © 45 ELL 13 3. DISCHARGE PIPE COLD co J `\' Z v m ooc-, F 1 W�" NOTES: OPT, DISHWASHER WITH AIR Gj C T I ( ELECTRICAL CONNECTION AND GAP AND GARBAGE DISPOSAL J o PLOMB Nn c, NAMEPLATE MARKINGS MUST � BE ACCESSIBLE. ; O H. CONCEALED PIPING [N UNHEATED AREAS INCLUDING OUTSIDE WALLS SHALL BE & BATHTUBS INCLUDING GARDEN, HYDRO-MASSAGE AND HOT TUBS SHALL HAVE AN PROTECTED AGAINST FREEZING [N PLANT. PIPING SHALL BE KEPT OUT OF OVERFLOW 1-1/2' MIN. SERVICE COVERS PROVIDE DOOR OR PANEL LARGE > i UNHEATED AREAS WHERE POSSIBLE. PLUMBING SHALL BE PROTECTED PER TO REPLACE V/H APPLICABLE STATE PLUMBING CODE. 9. JOINTS AROUND PLUMBING FIXTURES SHALL BE MADE WATERPROOF AT FLOORS, MUST DE ACCESSIBL �` 0 Z FIRE BLOCKING AT OPENINGS AROUND VENTS, PIPES AND DUCTS AT CEILING, WALLS AND COUNTERS, TOILET TANK EXCLUDED. ENOUGH SHALL BE m L cu G FLOOR LEVEL, AND FIRE WALLS TO RESIST THE FREE PASSAGE OF FLAME AND 10. RISERS TO EACH FIXTURE ARE FACTORY INSTALLED. PLUMBING CONNECTIONS PROTECTED FROM FREEZING a PRODUCTS OF COMBUSTION AS PER APPLICABLE STATE PLUMBENG CODE. BELOW THE FLOOR MAY BE INSTALLED ON SITE. HOT WATER PAN WITH DRAIN I v (METAL PAN FOR FUEL BURNING V/H I w O 3. FIRE BLOCKING SHAH BE PROVIDED BEFORE IT IS COVERED DR CONCEALED Il. KITCHEN SINK DRAIN SHALL BE I-1/2' MIN. WITH DISHWASHER OR GARBAGE z INCLUDING BEFORE BEING CONCEALED DURING PLACEMENT. DISPOSAL AS PER APPLICABLE STATE PLUMBING CODE AE GAP App QVEO 14 z r, 4. ANY STRUCTURAL MEMBER SUBJECT TO HOLE DRILLING,CUTTING OR NOTCHING 12. VENTS THROUGH ROOF SHALL BE 3' DIAMETER AND SHALL TERMINATE ABOVE SHALL BE LEFT IN A SAFE STRUCTURAL CONDITION BY BEING REINFORCED ROOF LINE PER APPLICABLE STATE PLUMBING CODE. (3 w .D REPAIRED OR REPLACED ALL IN ACCORDANCE VITH THE STRUCTURAL P�$COOP Z M REQUIREMENTS OF THE CODE. REPAIR TO STRUCTURAL.MEMBERS SHALL BE 13. WATER SUPPLY SYSTEMS, DRAINAGE, AND VENT SYSTEMS SHALL BE DESIGNED FLOOR DECKING � Z COMPLETED PER APPLICABLE STATE PLUMBING CODE. AND INSTALLED IN ACCORDANCE WITH APPLICABLE STATE PLUMBING CODE. MAR — A 2005 REFERENCE PROD: O- z 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 F'111 `Y o AND FREEZE PROTECTION OF CRAWL SPACE PIPING PLUS WORK DONE ON SITE CLOSET. WATER HEATERS INSTALLED IN A BEDROOM OR BATHROOM SHALL BE ID SHALL BE APPROVED BY THE LOCAL BUILDING CODE ENFORCEMENT OFFICER. INSTALLED IN A SEALED ENCLOSURE, SO THAT COMBUSTION AIR WILL NOT BE I AppROVAL LIMITED TO DRAWN: PIPING SHALL BE FIELD TESTED PER APPLICABLE CODES BEFORE CONCEALMENT. TAKEN FROM THE LIVING SPACE AS PER APPLICABLE STATE PLUMBING CODE. NOD SHiuT-OFF VALVE 8 6. SUPPORT FOR PIPING SHALL BE PROVIDED IN ACCORDANCE WITH APPLICABLE FACTORY BUILT PORTION LB STATE PLUMBING CODE. HOT/ (TYPJ VL 1/2 FIXTURES ANY LSE SERVING DATE_ 7. PLUGGED FIXTURE DRAINS AND (PEN PIPE SHALL BE LABELED AND CAPPED, 3 OR MORE FIXTURES SHALL BE 3/4 3/4 INLET F PLLGC,ED OR PROTECTED IN TRANSPORT. Z.16.GW5 N SHOWN FOR MAIN OR FIRST ❑R SECOND FLOOR APPLICATION H No.: U ow 6 0 Magor�rood owes Pl.—f VcBey Ro PA.80.169 Route 443 Pine Grove PA 17963 (570)345-0387 (800)445-4898 REWM 4*fi 6 6*di I I I 6* 6 I 4* 4 i i BEDROOM #3 I I i i BEDROOM #2 BEDROOM #3 I I I BEDROOM #2 i i 6 I 1 I r---------------� 4 i 156' Id I �------ 6 I L-------------� 6 —I 3u 4 I F_ ---------� -------------- }-� - - �� .. L------- � r--- 8 T7 r r --� ' -5 T/ r --F---�- J 5 18-8 nv� °I ( r ------- WIRE I I w 0 o .a. &J189 5 I � I 0 <n Q 5 I tHFx�O- I W J o= _ E I ' H I 1 I cn 1 I tea~ E g iS I I BATH 1 U s �� i MASTER BEDROOM i Q W^ o a� I I A 1 It I I L ® O MASTER BEDROOM cu I 5 I x I I U $ — — — — — — — I 1 -fr9 F w J $ i---- I W.I.C. m VIRE o V w ----- ---- O I DROP �N 0 r L s 5 c ------------ ti w U c w WIRE J O F__N w 5 5* OVED DROP $ PFS CORP F"' O 0 ca _m f MAR - 4 2005 O L OF M4 ff'� APPROVAL.LIMITED TO 0 s p� TIMOTHY A. yG O Z F .BALDRIDGE FACT re)PORTION M o MECHANICAL Z G Nn.43270 NOTE: * = TOP OF RECEPTACLE TO BE SWITCHED REFERENCE PROJ: NOTE. SMOKE DETECTORS TO BE PHOTO-ELECTRIC TYPE. S/ONAL DRAWN: NOTE: AN ARC-FAULT BREAKER IS REQUIRED (BUT NOT LIMITED TO) tee: ALL BEDROOMS. TWO OF THE CIRCUIT'S THAT ARE STANDARD FOR THE 2.16.2005 N SECOND FLOOR OF A CAPE WILL BE ON AN ARC FAULT BREAKER. SHEET "°.: w Date Signed:Mar 3,2005 6A 0 d Magor�vood omes 6 Pw.m v.1my Ro P.O.L,169 Rade 443 8 Pine Gwe PA 17963 WP-GFI (570)345-0381 (800)445-4898 8 REVISIONS s WP-G 3 2GF I 1 r J 1 I� ton PHOW 1 dbJ dbJ I a `29= gshwasher Al t6FI PNONEE I PC�Fl tr2jV==D!ish sher, I I 0 2 I DINING ROOM i - KITCHEN IQ KITCHEN EXTERIOR ° i 8 + DINING o Q I I 8 a I 3 18 18 1 3 I I I I 1 1 I — --J I I ------ — --- --- — I ------- �sF� till. ' i +I I I -- — I -- I ------------------ I j I lifi: �------J ------------------ 3 a � --_----_-_-- 1+ THERMO- i 36 EMERGENCY ------------------ II 9 ' + ° r--- _ Is Li 9 1i W + o 36 j nv� if II �v`" w9 ^I I zf 9 — ' r� A ')PH c W J �; LIVING ROOM �� P I I cc 8 — N W Q li II r I I F- LIVING ROOM ii + 5 R w w 1 I i se 7!2 cr I 9 S lib /-ELECTRIC o _ H 1 5 + I+ ---�I --FOYER I. 11ROP '° ELECTRIC �� 5 L---� +� 9 �--------------i � —, E— J 1R0P FOYER + 1 0 + r---------------J 1 —� _ I > 1 r I I 7 I O I 9 WP-GF 7 7 APPROVED = L- P-GFl N OF M{SS PFS CORP w TIMOTHY A, .BALMIDGE r. MAR - 4 2005 ao o MECHANICAL ti x U A No.asz7o AppROVAL LIMITED TO J o CrsTta�°�`�� FACTORY BUILT PORTION ~"' w mss/OMAL v i a) LEGEND CM)200 AMP ( USAGE) z }� YNIH 0MCnW Fr.1T AM OR A/C � m A 4U =RECEPTICAL =STANDARD LIGHT CRIXRT CIRCUIT POLES WX.CONNECTED � L- No. CKW BREWER REO'D MARE S12E LOAD(IOW) z =SWITCHED RECEPTICAL ��=WIRE 123 20 1 1.92 p — LIGHTING is 1 NY14- 1.44 a w H 0 Date Signed:Mar 3,2005 =20 AMP RECEPTICAL 10 GIB.DIM 15 1 NY14 1.44 I ¢ p 11 MASHER 20 1 NY12- 1.92 C-4 vUi Z U =30 AMP RECEPTICAL 12 DRYER 30 2 NY10-3 5.76 Q 13 179- 25 2 NYfO-2 5.76 M NOTE: = TOP OF RECEPTACLE TO BE SWITCHED S =SWITCH SMOKE 1S (2)a,RL so 2 H2 2668 N z N * =THERMOSTAT 16 c 40 2 FMB-2 7.66 REFERENCE PROJ: Q- 3 17 OVEN 50 2 NAIi-J 10.56 16 FINN _ NOTE: SMOKE DETECTORS TO BE PHOTO-ELECTRIC TYPE. ° =SMOKEDETECTOR =STA"°ARD FAN 19 „� 20 20 1 NY12-2 1.92 20 FREEZER 20 1 NY12- 1.92 DRAWN: ®=PHONE JACK = HEAT 20 2 NY12-2/% 3.64 LB NOTE. AN ARC-FAULT BREAKER IS REQUIRED (BUT NOT LIMITED TO) =TV JACK mi= =PANEL BOX 27 w 20 CA 1 NY12-2 1.92 0 26 GAS FUR1 15 1 N2 I.0 DATE: ALL BEDROOMS. TWO OF THE CIRCUIT'S THAT ARE STANDARD FOR THE GH-GR°�"°FAULT INTERRUPTER =STAND 30 D 15 1 3 0.5 2.16.2005 3D I w 2 J 10.56 31,32.33 BATH 20 GFI 1 2 �1, SHEET NO.: U SECOND FLOOR OF A CAPE WILL BE ON AN ARC FAULT BREAKER. =4BFLOURESCENT , =BDLLEf 3435 LxHlwc ,5 1 2 6 I8"FLOURESCENT "VSW =24"STRIPLIGHT '37,36 UGFifING 15 1 -2 0 es][eu}orwood Bow PN""a VDAey Ra SITE INSTALLED SHEATHING P.O.Box 169 ROOF TRUSS Routs 113 Pin.Grove PA 17963 (570)345-0387 (800)445-4898 REVISIONS WP8105 FIRE SEP.WAIL (1)LAYER, TYPE X GYP.EXTERIOR SHEATHING - STUD AND JOIST O.C.SHOWN ARE MAXIMA 6 MAY BE DECREASED - STUD SIZES SHOWN ARE MINIMUM AND MAY BE INCREASED -SEE PLAN FOR VARYING WALL THICKNESSES. TYPE"X -PPE AND WIRE PENETRATIONS THRU I HR.RATED FL�R/CEILING ASSEMBLY FIRECAUU�D BY NAHI)RVOOD. Z _ GYPSUU ASSEMBLY DESCRIPTION DRAWING FIRE COLLARS SUPPLIED AND INSTALLED RNSITE BY OTHERS. GA FILE NO WP8105-ONE HOUR FIRE PROTECTION-EXTERIOR WALL EXi.CLADDING(WHEN REDUN M SYSTEM ND. F-C-2043 yr�'auTIm F RATING - 1 Hr EXTFRUQ S!Dn&4 WO 48R STUBS 3/B'TYPE 4'GYP"IEAROG APNAN_ PARALLEL."SH 10 T RATING - 1 Hr 2x4 A WOm STIES WITH t 7- fi/LVNI®ROOF NNLS,OP&BOTTOM 7/16'& 1/2'MEADS, y.Gyps 4'NT AT VERTICAL EDTHI 6 AY B AT FT UNTREATED STUDS 6 TOP 6 RING T PRATES •2 � GYPSUM .PITS 6 G1PAR1 9GTNDIG ENT DE LEFT INfREAIED EXTERIOR ttA0®N6 lIl DE ATTACHED yy FIRE BLOCKING FIRE UGH BLOCKING THROUGH SHEATHING TO STUDS. W/ND" TYPE Y GYPSUM W/%"TYPE'%'GYPSUM NTERMOR S—ONE LAYER 3/8'TYPE x Groan WALLM WATER-RESMANT GYPSUM �A SACRIM 1100M.OR GYPSUM VENEER BASE APPLIED PARALLEL OR At RIGHT AISLES TO MW 2.4 WO®STUBS ua.) WITH 6d CDAMB NABS.17/B'LOG,MW SHWNC,V4'HEADS,714DAD DEAFING) s/eR CR.VALLpNRB B A UNITA(2ND FLOOR) UL FILE NO. 11356-ONE HOUR FIRE PROTECTION-EXTERIOR DARING WALL ® A (BY MANORWOOD) UNIT B(2ND FLOOR) D WDOO STUDS TEOVL 2a4's SPACED 6'e WITH(b 2x4 TOP PLATES AM a)2.4 BOTTOM PLATO PAODDY UE BOND 9RI011B {8Y MANORWOOD) STUDS At LATERALLY-NUM BY V®STRUCTURAL PANEL SHEATHING(it..5)MO EFFECTIVELY FINE NO Now UE 89m SNEIIBLS 2)WALLBOARD.GYPSUM-ARY CLASSIFIED 3/8'TNIX,V VEER CPL®VERTICALLY AM NAILED TO STUDS AND EAWNG PLATES roc WITH 6d E1QR COATED NALL 17Ar LONG VEIN 1/V MAIL HEAL •TYPE'XM 31 AUNTS�tnv vrnH Sh—au JIM CDb+o vmM TAPE ME ANT MnwnD �A D 3B O MTTS AND BL.ANETS-IOIRAL FRR Q QAA FIBER➢614ATmL 3 1/2'THICK,PRESSURE FIT TO 6 FILL VAL CAVITIES BETWEEN SILOS NO PLATES NNENL FIBER IfSLLATION 10 BE WFACED AM TO WIVE AML DENSITY OF 3 PCF. GLASS FIRM NGILATON TO BE FACED WITH ALUMINUM FLL OR 4 5 SECTION A-A W a (1)LAYER,%'TYPE% KRAFT PIPER AND TO HAVE A NN BEN SITY O'.9 PET w.R-HB tlrrnd Y, "Um mthVX O GYP.EXIEPoOR SHEATHING 3)wm STR CANAL PANEL SHEATKING ML 71W TN=4'VINE APA RATED SHEATHING EWMM 1 � T $ PLYWOOD GR OtONIED STRAND BOARD ESN PER PS I.PS 2 OR APA STAMM PRP-MD NSTAIA D g (1)FR FIRE SEP. WALL WP8105 FIRE SEP.WALL WITH LEG NHEmOH Or SHEET C t,"th.AO GR FATE GRAN at PLYWOOD PAP.VJEL WITH OR ON SITE BY OTHERS BY MANCIRWOOD PERPEE/CULAR TO STLM VERIZAL.JODITS C09C ED ON MOM HORIZONTAL AINTS MC193 WITH 1. FLOOR-CMUNG ASSEMBLY-THE FINE-RATED SOLID OR TRUSSED LUMBER JOIST FLOOR- c/) 2x4 W'mB RING ATTACHED TO SROS ON EXTERIOR SEE ff WALL WITH 6d DEIOR CRATER IM CEILING ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND N THE SAME MANNER 8 FIRE BLOCKING NAILS SPAEB 6—AT PERIMETER O PANELS NO k--ALONG]INTERIOR STUDS. SPECIFIED N NOIMOUAL L500 SERIES FLOOR-CEWNG DESIGNS N THE UL FIRE RESISTANCE W/ TYPE 7('GYPSUM TYRE BLOCKING 6)EXTERIOR FACING& ➢[STALLED N ACCOUNEE WITH THE MMFACTURER'S INSTALLATION ISTRICTO6 W w oHE OF TIE PIIAA/DG EXTERIOR FASN.t E TO DE APPLIED OVER THE aEwiMOo ➢RECTORY. THE GENERAL CONSTRUCTION DETAILS OF THE FLOOR-CELIAC ASSEMBLY ARE w/ 'TYPE'X' A)VIAL SUM-MRIED PLASTIC-CaaO/ED REIN VINYL SEDG HAVING A FINE SPREAD VALE OF 2 1 A. FL ONN BELOW o 2D OR LESS. A. FLOORING SYSTEM-U1118ER OR PLYWOOD SUBFLOOR WITH FLASH FLOOR of LUMBER. �O N Q D PARTICLE BARD So"-HN=ARD EXTERIOR SONGS NCLUSM PATTERNED PANEL OR LAP SININL •FIRESIDE' PLYWOOD.OR FLOOR TOPPING MATERIAL AS SPEMED N THE INDIVIDUAL FLOOR- 0 2 2 O WOOD STRUCTU L PANEL OR LM 9=6-AM RATED SEND ESIERIIR,PLYVOM.OU OR COMPOSITE CEILING DESIGN. MAX DIAM OF FLOOR OPENING IS 5 iL PANELS WITH VENEER FACES NO STR ARIL W®CORE,PER PS I OR APA STANDARD WR•-MD, 8. WOOD JOISTS-NOM 2 X 10 In LUMBER JOISTS SPARED 16 in OC WITH MOM 1 X 3 In INCLUDING TEX REED,PDUOI SAW,NEDO N IDES Y OVERLAY,IRSHIA OVER NOW SONG LUMBER BPoOCHG MIO MI7H ENDS FIRE511JAPE0. AS AN ALTERNATE TO UR18ER JESTS f D mENTITIO S STUCO0-PUMANO CEMENT OR SYNTHETIC SII CCO SYSTEM VIM SELF-FURRING METAL LATH OR ADHESIVE MSE COAT. THICKNESS FROM 31W TO 3/4•,DEPENDING IN SY37M NOM 10 in DEEP(OR DEEPER)LUMBER,STEEL.OR COMBINATION LUMBER AND STEEL JOISTS, C Y!"41PSUM \ y D RUCK VENEER-ANY TYPE O'HOOUL V VINE IBM VENEER WHO BR X VENEER IS USED,THE TRUSSES,OR STRUCTURAL WOOD MEMBERS-WITH BRIDGM AS REQUIRED AND WTN EMS C `�S"GYPSUM RATING E MPLCANE VIM EXPOSURE OI ETHER FACE. IRO(VENEER FASTENED WITH COOM6ATED FIKSTOPPEO. O META.WALL TES ATTACHED OVER SHEATHING TO WOOD STUDS WIN N MARL PER TIE, TIES SPACED C_ FURRING CHANNELS-(NOT SHOWN)-RESILIENT GALV STEEL FURRING INSTALLED U NOT MORE THAN EACH SOON COPSE O BR16(LAID MAX Sr—MO UNTALLY. IR AIRSPACE PRIVEED PERPFNDCLAR TO WOOD JOISTS(MIEN 18)BETWEEN WALLBOARD(11FM 1D)MELD NN00 JOISTS 8 FIRE BLOCKING FIRE BLOCKING BETWEEN 1RIXX VENEER AM SHEATHING. W/ "TYPE X GYPSUM W/36"TYPE'("GYPSIIA EnERMOR NMJATDN AND FNISH SYSTEM aim-1UOIL r FOAHED PLASTC NSUATm1 BEARIG THE AS REO[RED IN THE INOVIOUAL FLOOR-CELNG DESIGN. ` ti UL CLASSIFICATION NVROG ATTACHED OVER SHEATHING MO FINISHED WETH aKTDG RATE,OR 0. WALLBOARD,GYPSUM--NOM 4 R WIDE BY 5/8 in THICK AS SPECIFIED N THE INDIVIDUAL PORTLAND MI KY OR SYNTHETIC SRRSO SYSTEMS.N A:COmMLL W[M N1NPA:TIRER'S INSTRUCTIONS. FLOOR-CEI.MG oE51(YJ. WALLBOARD SECURED TO WOOD JESTS OR FURRING CHANNELS As F_ � UNIT A(1ST FLOOR) 2 THRO UGH SPECIFIED N THE INDIVIDUAL FLOOR-CUMC DESIGN. MAX DIAM OF CEILING OPENING IS 5 n z U UGH PENETRANTS-ONE NONMETALLIC PIPE OR CONDUIT TO BE INSTALLED APPROXIMATELY M /N� MIDWAY BETWEEN WOOD JOISTS AND CENTERED WITHIN THE FIRESTOP SYSTEM. DAN OF OPENI GS (BY MANORWOOD) UNIT B(1ST FLOOR) ROLE SAWED THROUGH FLOORING SYSTEM AND THROUGH GYPSUM WAUJ30ARD CELRNC TO BE NOW U Z -� PROPBDY LIE DEEM"Imm 1/4 In LARGER THAN ONE OUTSIDE DWG OF THROUGH PENETRANT. PPE OR CONDUIT TO BE RIGIDLY Q � PR(BY MANORWOOD SUPPORTED ON BOTH SIDES OF THE FLOOR-CWNG ASSEMBLY, THE FOLLOWING TYPES OF PIPES w - r LINE mm sO I�c ��N D F M ass OR CONDUITS MAY BE USED: C3 "TYPE'X" �V •/� A. POLTMNYL CHLORIDE(PVC)PIPE-NOM 4 in DIAN(OR SMALLER)SCHEDULE 40 SOLD)CORE PVC O W c GYPSUM `Z' TIMOTHY A. y PIPE FOR USE N CLOSED(PROCESS OR SUPPLY)PIPING SYSTEMS co N �O B. RIGID NONMETALLIC CONDUIT-MOM 4 in DAM(OR SMALLER)SCHEDULE 40 PVC CONDUIT INSTALLED lV N BALORiDGE IN ACCORDANCE MTHARTKU 347 OF THE NATIONAL ELECTRICAL CODE(NFPA ND.70) X f (1)LAYER, "TYPE% WP8105 FINE SEP.WALL o MECHANICAL -y C. OEORINATED POLYVINYL CHLORIDE(CPVC)PIPE-NOM 4 n DIAN(OR SMALLER)SDR 17 CPVC d. O O BY MANORWOOD v cn PIPE FOR USE N CLOSED(PROCESS OR SUPPLY)PIPING SYSTEMS. GYP.EXTERIOR SHEATHING No.43270 rr` O 3.FIRESTOP SYSTEM-THE FIRESTOP SYSEMM SHALL CONSIST O*THE FOLLOWINk N (1)HR FIRE SEP.WAIL A qF �O �' A. FILL,VEND,OR CAVITY MATERIAL--SEALANT-FILL MATERIAL FORCED INTO ANNULUS TO FILL SPACE ON SITE BY OTHERS TO MAX EXTENT POS'SIBLER FLUSH WTHTOP SURFACE OF FLOOR, MOTIONAL MATERIAL TO BE INSTALLED 1 ED �SSIOHAi SUCH THAT A MIN 1/4 In GROWN IS FORMED AROUND THE PENIETRATNG ITEM ON SURFACE FLOOR. 1 > = 3 INTERNATIONAL PROTECTIVE COATINGS CORP-FS1900 SEALANT _ C3 a 8. FIRESTOP DEVICE--CALV STEEL COLLAR LIKED WTH AN 04TUMESCENT MATERIAL SIZED TO FIT z SPECIFIC DAM OF THE THROUGH-PENETRANT. DEVICE SHALL BE INSTALLED IRRWOH-PENETRANT i N ACCORDANCE WITH THE ACCOMPANYING INSTALLATION INSTRUCTIONS. OEMCE INCORPORATES Q O O ' ANCHOR TABS FOR SEd1REMENT TO BOTTOM OF GYPSUM WALLBOARD CEILING BY MEANS OF 1/8 n >% FIRE DAM BY 3 n LONG TOGGLE BOLTS IN CONJUNCTION VAIN 1/4 n BY 1 n DAM STEEL FENDER WASHERS. Q J O P.T.SILL PLATE W/%'TYPE"X'GYPSUM INTERNATIONAL PROTECTIVE COATINGS CORP-FS1900 SEALANT ) ¢ b C3 FIRE r MA ONRY FOUNDATION WALL Date Signed:Mar 3,2005 • BEARING THE UL CLASSIFICATION MARKING N v P'9 W/46 TYPE'X'GIPSULI AT MATE LINE PO LL i N cn ~ a--- AQpS�RQ REFERENCE PROJ: Q FlRE SEPARATION SECTION A Y 2QC15 DRAWN: 1,1A MAR ��MitED TO DAB AQPaQV�3 11.j poRj�aN 02.16.2005 a sQ E Y -' pCTaR SHEET NO.: U N. 4-) 0 HIGH WIND FASTENING 90 MPH, Ex C 3 Sec. Gust RIDGE Mp-yn�'orwood SIDEWALL ENDWALL MARRIAGE WALL VENT IIoII1C$ TRUSS TO TOP 1 SCREW TOED 1 SC TOED 12 O.C. 1 SCREW TOED I PLATE ALONG BOTTOM CHORD 46 Pleasnnl Valley Boa 2 TOP PLATE TO 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' O.C. WITH 2 WALL SHT'G FAST. W/ 4 WALL SHT'G FASr, w/ z « SHEATHING (24/16 RATING MIN.) VENT Route 413 NAILS STAPLES EVERY 12" STAPLES EVERY 12'. ICE SHIELD TO EXTEND Pine Grow 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. Wf a INSIDE OF EXT. WALL 235# FIBERGLASS ASPHALT ( ) STAPLES EVERY 12' SELF SEALING CLASS A SHINGLES (800)445-4898 TOWARD MARRIAGE EDGE BOTTOM PLATE 1 NAIL 12" O.C. I NAIL 12"O.C. STAND. FASTENING ENGINEERED TRUSS 4 TO DECK RIM WHERE REQUIRED (16" OR 24" O.C.) ` 15# FELT PAPER JOIST \ SHINGLE UNOERLAYMENT 5 STUDS TO DECK WALL SHT'G FAST. W/ 4 WALL SHT'G FAST. W/ 4 WALL SHT'G FAST. W/ 2 RIM JOIST STAPLES EVERY 12' STAPLES EVERY 12" STAPLES EVERY 12' *ICE SHIELD BAFFLES INSTALLED ROOF SHT'G TO STAND. FASTENING 6 TRUSS TOP CHORD ' TO PERMIT AIR FLOW OVER INSULATION 110 MPH, Exp. C (3 Sec. Gust) SIDEWALL ENOWALL MARRIAGE WALL TRUSS TO TOP 3 SCREWS TOED I 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 OBL. 2x4 R30 TO 38 FLOW STUDS STRAP 32' O.C. WITH 4 WALL SHT'G FAST. W/ 4 WALL SHT'G FAST. W/ 3 44,f OBL 2x6 STRAP FASTENED TO TOP PLATE INSULATION VAPOR NAILS STAPLES EVERY 12" STAPLES EVERY 12" �`1r,OF � '` Js TOP PLATE KING POST BY MANORWOOD VENTED VINYL 3 ALTERNATE TOP 3 NAILS FACE NAILED AND NONE NONE `U 7 BARRIER aj AND FASTENED TO SLOPED SOFFIT PLATE TO STUDS WALL SITYG FAST. W/ 4 2 y STAPLES EVERY 12^ o TIMOTHY A. N WALL COVERING KNEEWALL BY BUILDER BOTTOM PLATE 1 NAIL 8" O.C. 1 NAIL 8"O.C. STAND. FASTENING BALDRIDGE (MIN. 3/8" GYPSUM) 4 TO DECK RIM o MECHANICAL JOIST V y STRAP STAPLE NAIL No.43270 2x6 STUD WALL eoc aa"o.c + 2 2x4 STUD WALL AIR INFILTRATION 5 STUDS TO DECK WALL SHT'G FAST. Wf 4 WALL SHT'G FAST. W/ 4 WALL SHT'G FAST. W/3 ,p ,Q 1100 24'O.0 5 3 R19 INSULATION RIM JOIST STAPLES EVERY 12 STAPLES EVERY 12' STAPLES EVERY 12' le'GIST�-EL�GVW (p3 S.P.F.) 120D 16 O.c 6 3 (#3 S.P.F.) BARRIER (OPTIONAL) 6 ROOF SHrG TO WITHIN 48"OF THE GABLE fSIOMALE�6\� 16" OR 24" O.C. 130D 16 o_c 6 4 16" OR 24" O.C. W/ VAPOR BARRIER TRUSS TOP CHORD END WALLS, FASTEN W/ STAPLES. 5'O.C. SIDING 120 MPH, Exp. D (3 Sec. Gust) ' 3/8" AGENCY RATED SIDEWALL ENDWALL 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 200 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 a STUDS STRAP 16' O.C. W/ 4 WALL SHT'G FAST. W/ 6 WALL SHT'G FAST. W/ 4 Date Signed:Mar 3,2005 2x6 NAILS STAPLES EVERY 12" STAPLES EVERY 12" D INSTAUATION BOTTOM PLATE 3 ALTERNATE TOP 4 NAILS FACE NAILED AND NONE NONE PLATE TO STUDS WALL SHT'G 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. I NAIL 6'O.C. STAND. FASTENING 3 EMERY 12" < 110C FLOOR JOIST JOIST AND FLOOR JOIST IN a To DECK RIM - SIMILAR MANNER. LJJ J01 4 EVERY 12"_ 5 1201) 1 2° GYPSUM CEEING SYSTEM: 2x6 MIN. 5 STUDS TO DECK WALL SHrG FAST- W/6 WALL SHT'G FAST. W/ 6 WALL SITYG FAST. W/4 5 EVERY 12 < 1300 / RIM JOIST STAPLES EVERY 12^ STAPLES EVERY 12^ STAPLES EVERY 12' Q t— a 6 ROOF SHT'G TO WITHIN 48^OF THE GABLE TRUSS TOP CHORD END WALLS, FASTEN W/ — 1.n STAPLES, 5^O.C. i/2" GYPSUM LL1 S 130 MPH, Exp. D (3 Sec. Gust) 3/8" AGENCY RATED SHEATHING "'Q SIDEWALL ENDWALL MARRIAGE WALL — 24" O.C. OR BETTER o= v= I TRUSS TO TOP 4 SCREWS TOED I SCREW TOED 12' O.C. 2 SCREWS TOED PLATE ALONG BOTTOM CHORD It Ir < 2 TOP PLATE TO 4 NAILS FACE NAILED AND 4 NAILS FACE NAILED AND 3 NAILS FACE NAILED AND D_ STUDS STRAP 16'O.C. WITH 4 WALL SHrG FAST. W/ 7 WALL SHrG FAST. W/ 5 HELD INSTALLED ' NAILS STAPLES EVERY 12" STAPLES EVERY 12^ SHEATHING W/ (2) U O 3 ALTERNATE TOP 4 NAILS FACE NAILED AND NONE NONE VAPOR BARRIER < C.1 g PLATE TO STUDS WALL SHrc FAST. W/ 7 8d NAILS 8' O.C. 19/32" STURDI FLOOR. � STAPLES EVERY iz" 2x_ CEILING J01 r 20" RATING z _ L BOTTOM PLATE I NAIL 5'O.C. 1 NAIL 5'O.C. STAND. FASTENING / 4 TO RIM FASTENING OF SEC D r ~ Z U 5 STUDS TO DECK WALL SITYG FAST. W/ 7 WALL SITYG FAST. W/ 7 WALL SHT'G FAST. W/ 5 FLOOR TO FIRST FLOOR � Z w RIM JOIST STAPLES EVERY 12' STAPLES EVERY 12' STAPLES EVERY 12^ 6 ROOF SHT'G TO WITHIN 48"OF THE GABLE FLOOR SYSTEM: INSULATION AS E Q O TRUSS TOP CHORD END WALLS, FASTEN W/ (FIELD CONNECTION) STAPLES, 5"O.C. 2x10 OR 11 1/4" REQUIRED i w U STRAP-26CA x 1 1/2' ENGINEERED TRUSS o O LLi STAPLE-16GA x 1 1/2' X 7/16"CROWN N CO NAIL-0.131 x 3" LALLY COLUMN/PIER INSIDE OR OUTSIDE X U f "NOTE: SEE COVER SHEET FOR WIND SPEED CONVERSION CHART. FOUNDATION WALL 4i� Q C ° INSULATION AS REQUIRED. O FURNISHED AND INSTALLED N U 6 TYPICAL CROSS SECTION BY OTHERS = 1 ROOF PITCHES: 7 H H 12 - n n o u; O 2,3 II It 2,3 2 3 1. FLOOR SYSTEM PERIMETER BAND JOINTS TO BE STAGGERED WiTH NO SPLITS OR CHECKS. v U 2. 2x8 OR 2x10 FLOOR SYSTEMS DO NOT HAVE HEAT DUCT CROSSOVERS (HDCO) THRU THE RIM E© p tQ ^I I 11 11 II 3. A DOUBLE AND RIM JOIST UMAY O BERNO CHEDRORODRIL ED ATLTHE FACTORY TONACCOMMODBEOTHERS. PP S�O�P \ Z vra A - I II 11 II THE HDCO. THIS HAS BEEN ENGINEERED FOR THIS CONDITION AND THE FOUNDATION BY �� REFERENCE PROJ: Q 0 4 I 11 II 11 4 4 COMMODORE/MANORWOOD, HAS BEEN DEVELOPED ACCORDINGLY. ANY CHANGES TO THE RIM JOIST ON-SITE MUST BE PROPERLY ENGINEERED BY OTHERS. II jj II 4. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION < 200. M�R SQ DRAWN: 5 5 6. HABITABLE SPACE.�HALLWAYS. CORRIDORS. BATHROOMS. TOILET ROOMS, LAUNDRY ROOMS, Ov�� (�QN LB AND BASEMENTS TO HAVE A MIN. CEILING HEIGHT OF 7'-0" PER SECTION R305 OF THE IRC. P�ppR U`��QP O f 5 7. FIRE STOPPING SHALL COMPLY WITH SECTION R602.8 OF THE IRC. kA��QR�a DATE: cu 8. THERMAL CALCULATIONS WILL BE SUBMITTED TO LOCAL BUILDING DEPARTMENT WITH PERMIT 02.16.2005 a) APLICATION AS ENDWALL FASTENING MATE WALL FASTENING SIDEWALL FASTENING 9. FASTEN RIDGE BEAMOAND/OR RIDGE RAIL AT MATING LINE TOGETHER WiTH #8 X 3" WOOD SHEET NO.: U w SCREWS 32" O.C. 4 � 0- Magorwood 12 j,J w T Homes 7 6 Pb P.O..O.B s Ydley Ro or 169 R.W.443 E, PI'FP LOCH T S TC 13 SHfP U L---F F;JP ON SITE INSTALL-^TIOPI Bl jTH,_°S P;ne coK PA 17963 (570)345-0387 SIEIN F--,P ENGS IS SHIPPFG SITE INSTALLATION B( OTHERS 800)445-4898 HA41L AILS, l u_�FS,ST IRS r P.-,fL.,j„ jSPv'JTS :TIID SPLASH BL;c S -PE FUPNISH D �,]D i!IYT+_L Br rtNS itl ,..' ORG I, Tii STa,TE THE SI-L AMC N11AKT'F r 1 WS „PIES LACH Af4ss� INPI 1LUIAI_ w? PIA N, TIMOTHYA. 0. MASONAPY I&NEER P �THL� IS FUR?IISHED BALDRIDGE Af�JU TE Ifl 1ti-LEG 9Y OTHEP3 o MECHANICAL 1 No.43270 " ALL SPAIN AND 'hASTF � NTS SHALL 1,PUILI-JE .A MIfIIMUM OF I,'" ABOVE A��£GIST R��a`�� THE ROOF LINE � �SS�ONAL� 14°`S- ALL VENTS JlHICH P .SS THP.000H P,D0F MUST TERMINATE 18 TO 24° ABO'iE THE RUGF I_IIIE. PATIO OOORS AVAILABLE ACCOPDING, TO FLOOR PLAN SIDING SHOWN IS 4", OTHER SIDINGS APE AVAILABLE Date Signed:Mar 3,2005 TERMINATIOI�I HEIGHT OF METAL CHIMNEYS WILL BE A MIN. 3'-0" .ABOVE THE HIGHEST POINT WHERE THEY PASS THRIJ THE ROOF AND A MIN, OF 2'-0" HIGHER. THAN ANY PORTION OF A BUILDING WITHIN 10'-0" (CHIMNEY TO BE INSTALLED OFI SITE BY OTHERS) a ATTIC POOF SPACE VENTILATION SHALL BE 1300 OF ROOF AREA WITH UPPER HALF PROVIDING 50'7 OF VENTILATION �ao w a O T 12 y s �7 �LU HOC o RIGHT SIDE ELEVATION E s U f ~ W o U f � 2 N td d tz W W C/3 J Q op O Z N �= Q X Q II- J� W = C Z u o ALA,, � W o v O i z w o N Li _ I U PFS C,ORP a a CL REFERENCE PROJ: o � 2oa5 >_ DRAWN: > FAQQVA�-uM1TEO TQ !DATE:B oRY$v��T pp�ZiaN LEFT SIDE ELEVATION .,6.E°5 EEf NO.: U �w 3B o Z:\Dwg DaWManorwood Sales Dwgs\NS Series Sales\NS HOME STORE HARRFTY 17\HOME STORE-HARRITY 17(PERMIT-MA-02.16.2005).dwg,U-0—bon,2/16/200512:42:15 PM, Eng_10 O n O C0 d n° z CD �v rn y O Z o D • a COMM0 (7 z tic o p y�pFp o m? 5y Ln o y�EA Sli3s��a c m < m z Ofin v �s1 00 2 S/N: TITLE: DEALER: N s ED C,J 2 NS302—A (AB) — 27-4 X 28 0(EACH UNIT) HOME STORE w ry D O STATE; SCALE: ELEVATIONS CUSTOMER: ` S MA 1/8":1'-0" REAR ELEVATION HARRITY 17 w "A a pD crea a 7 i p dfFactory trial version www.p ac ory.com l M orwood �omes 6 pw—f Volley Ra P.O.au 169 Rooh 443 Pine Grope PA 17963 (570)345-0387 800)445-4898 REWMIS OFAft, TIMOTHY � BALDRIDGE o MECHANICAL ti No.4-3270 1ST L��•� �SS�ONAI Date Signed:Mar 3,2005 CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT w p CLCL �LL O O 4 E 0 a 1 p• 1, p, v f ' ' � ' a s a o a o a Q LU w � C? Zz co O Q Lij X ¢ z f > c 0 __j I= 0 (V L u LL S L O W O a s a a a o El Ell oa jx, Q o cpc ED C-4 N Q RP Z M W �_ {n� a 4 ZQU5 REFERENCE PRDJ. > liMlp TO DRAWN: > 3 1LS PORTION LB f D ATE: FRONT ELEVATION zE 6 N5 �w 3 o� o i2 28'-21/4' 28'-0' — — _ Mel7aorirood Homes Pf—f V.H.y R- —O(MAX) p P.O.ft'169 i _ Raufe 4I3 Pine GPA 17963 • 2. SELL PLATE INTERGRAL PILASTERS OR EQUAL REQUIRED a 10•-0• (570)345-0387 O.C. WHEN BACKFILL EXCEEDS 4'-0' IN HEIGHT 800145-4898 Fi/2' DIA. x12' ANCHOR BOLTS (SEE CODE AUTHORITY FOR LOCAL REQUIREMENTS) — — — — — — — — - (ANCHOR STRAPS REQUIRED FOR RI INTERGRAL PILASTERS OR EQUAL REQUIRED 2 10'-0' P' OC. WHEN BACKFILL EXCEEDS 4'0' IN HEIGHT (SEE CODE AUTHORITY FOR LOCAL REQUIREMENT ' I CONCRETE FOOTING /CONCRETE FL CON ETE FOOTING 00 1 M M\ CONCRETE FOOTING CON TE FOOTING 1 CONCRETE FLCO FOUNDATION WALL FOUNDATION WALL 17 r_7 HOLD DIMENSION 5'-01/8' 5'-0' 3'-6' 3'-6' 3'-6' 3'-6' 3'-7' HOLD DIMENS[ -7' - 3'-6' 3'- -6' Si -0' S'-01,x' ' _ F�__1 F F __1 _ F—�—F� v L� LVJ J L� L J l_ J LOLLY COLUMN/ SUPPORT COLUMN CU L J L L I_e J 1 — — FOOTING OR PIER J � J �L. J (L S T COLUMN LOLLY COLUMN/ PIER FOOTING , rl� G.F.I. RECEPT. BY OTHERS OD G.F.I. RECEPT SD CEILING MOUNT r) BY OTHERS /DC SMOKE DETECTOR 1 � I@j1(r$TALLED BY OTHERS CEILI MOUNT SD L11 S DETECTOR ac/ �� O r INSTAL L BY OTHERS � 5v. ST DFIE HEPAE9E14TATNE DATE w L w ,�3 M O U= OATS 1 E O U 28'-0' 28'-21/4' OF M,fsJ9� - This plan is NOT to be used to build the foundation o� TIMOTHY E y� o 9 .BALDRIDGE U Z MECHANICAL unless signed and approved as final by a Horne Store L No.432 = Q a a representative and the Customer. crsT w z w r This is to ensure that house orientation, dimensions, ana SfONALE�� C °— } IF 1. lally column locations are accurate.The GC is responsible x in I= i3: for bulkheads,windows,fireplaces,garages,porches,etc ^ o o o O ~N 1.1_ LL - NOTES: Date Signed:Mar 3,2005 > M 0 1) THE COMMODORE CORPORATION DECLINES ANY RESPONSIBILITY FOR THIS FOUNDATION LAYOUT. 6) PORCH FOUNDATION TO BE INSTALLED BELOW LOCAL FROST LINE k TIED INTO THE MAX. 45 PSF. ROOF LOAD G IT IS RECOMMENDED THAT YOU CHECK LOCAL CODES AND/OR CONSULT A QUALIFIED ENGINEER HOUSE FOUNDATION. IN YOUR AREA TO APPROVE THE FOUNDATION SYSTEM. L 7) FOOTER SIZES SPECIFIED BY PE OR RA FAMILIAR WITH LOCAL CONDITIONS. Q w in O 2) ALL FOOTINGS SHALL EXTEND BELOW THE FROST LINE OF THE LOCALITY. 1 NOTE: ALL DADO'S FOR O.W.V., WATER AND GAS LINE N �, N B) SEE DRAWING FOR MAXIMUM PIER SPACING. CROSSOVERS THROUGH THE MATING LINE GIRDER ARE QED po D 3) ALL JOINTS IN THE GIRDER BEAM SHALL FALL DIRECTLY OVER A FOUNDATION SUPPORT. ApP z M 9) FOUNDATION DESIGN DEPICTED IS SUGGESSTNE ONLY, FINAL DESIGN BY REGISTERED PE OR RA TO COMPLY WITH LOCAL BUILDING CODE. PFS CORP z 4) EACH CRAWLSPACE SHALL BE VENTILATED. OPENINGS COVERED WITH CORROSION FAMILIAR WITH LOCAL CONDITIONS (BUILDER/DEALER IS RESPONSIBLE FOR CONTRACTING THIS REFERENCE PROD: O RESISTANT WIRE MESH OF NOT LESS THAN 1/4" NOR MORE THAN 1/2' IN ANY DIRECTION PERSON). �np _ t� 2005 31 A WITH APPROPRIATE AREAS AS FOLLOWS: 1© DIMENSIONS WITH 3/8" AGENCY RATED SHEATHING ATTACHED TO THE Ht\ DRAWN: A BOCA - 1 sq. ft. FOR EACH 150 sq. ft. OF CRAWLSPACE AREA, EXCEPT 10) SEE A-104 FOR UNIT-TO-UNIT, UNIT-TO-SILL, AND SILL TO FOUNDATION WALL CONNECTION 1NICTE�T� WHERE AN APPROVED VAPOR BARRIER IS INSTALLED, THEN THE OPENINGS MAY BE DETAILS k CROSS SECTION NOTES. MARRIAGE WALLS OF THE HOME. DUE TO FLUCTUATIONS IN SITE REDUCED TO 10%_ CONDITIONS, SET-UP TREATMENTS, MATERIALS, ETC. IT MAY BE pppROVAt LB 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 ADD MATERIAL TO THE FOUNDATION WALLS TO ACCOUNT BllN•T p©RT10N 1. f RISE AND RUN - APPROVED LOCALLY. FOR ANY OVER WIDTH CONDITIONS AFTER THE HOME IS INSTALLED ON FACTORY DATE tB 5) COMPLETE FOUNDATION BY OTHERS, INCLUDING BUT NOT LIMITED TO FOOTING DRAINS, VAPOR THE FOUNDATION. (SUCH MATERIAL i.e. FOAMBOARD, AGENCY RATED 2.16.2005 4) BARRIER, TREATED SILL PLATE, ANCHOR BOLTS OR STRAPS, STAIR AREA, SLAB 8( FOOTING HEATHING, etc., MUST BE LISTED FOR EXTERIOR USE AND SHALL BE SH NO.: U g REINFORCEME NT. BACKFILL. WATERPROOFING, AND ALL FINISH WORK BELOW THE SILL PLATE. PROVIDED ON SITE BY OTHERS). n w FOUNDATION DRAINAGE TO COMPLY PER STATE OR LOCAL CODE, WHICHEVER GOVERNS. L d Me ff%rod omes 6 Pl--t Ya1Ny Ra P.O.Bor 169 R.W.443 Pine Grove PA 17963 (570)345-0387 (800)445-4898 56'=21/4' 28'-0%' 1' AP 28'-05/8' 28'-0' TO FRAME 28'-0' TO FRAME 5'-3%, 14'-10�' - I a 7'-4' 14'-10Y2' S'-33/8' 3e57 3e57 0 s 10'-67 ' 3857 3es7 CU a� BEDROOM #3 - p• 10'-67 ' v — 12529 SOFT. of ROM ,I I BEDROOM #2 10.02 LIGHT REO'D. A BEDROOM #3 I 5,01 VENT REO'D. e, v 23.20 LIGHT PROV'D. 125.28 SOFT. of ROOM 2/6 I 135.82 SOFT. of ROOM 10A2 LIGHT REO'D. BEDROOM #2 I SUFFICENT 6LOIGHTNS VENT PROVIDED. 10.87 LIGHT REO'D. oo O cu a, 5.01 VENT REO'D. I 5.43 VENT REO'D. I 23.20 LIGHT PROV'D. 11.60 LIGHT PROV'D. I I It.60 VENT PROV'D. 135.82 SOFT. of ROM 5.80 VENT PROV'D. SUFFICIENT LIGHT 6 VENT PROVIDED. I 10.87 LIGHT REO'D. o UFF CENT LIGHT 6 VENT PROVIDED? I ® 5.43 VENT REO'D. j ziG IL60 LIGHT PROV'D. 5.80 VENT PROV'D. tie W 276 SUFFICENT LIGHT L VENT PROM E Q 2/8 e�ti� CL I1J m v� ve °i -Q��" I -6' 5'-5' 3'-4' � O t` n 1 Q 279 (h L Q v H ° to Mo. e nFUM CELDC `r 3'-4" 5'-5' -6' I "��4'-6' I 27e z76 — — LU wM j `� nisH m11ec L —� M 15'-53,x" O N O Q 276 2/8 V9 o= v 2 s a O 15'-5%, x v8 0 s MASTER BEDROOM O o U 217.76 SOFT, of ROOM 278 N L ~ 0 17.42 LIGHT REO'D, O MASTER BEDROOM I BJL VENT REO'D. j' , ® z U f no ve 2320 LIGHT PROV'D, 00 w BATH 1 217.76 SOFT. of ROM 11.60 VENT PROV'D. x = a 17.42 LIGHT REO'D. SUFFICENT LIGHT L VENT PROVIDED. ti U 0, 871 VENT REQ'D. ,I I 2320 LIGHT PROV'IL I ° w � IL60 VENT PROV'D. N o SUFFICENT LIGHT S VENT PROVIDED. o — — — W.I.C.— -1 X 0 3 DRYWALL I 13_ 0 17'-3%' 270 9'-3y2 Jq c - - - - o v~o s r T ve �� r L O N N n W.I.C. vu DRYWALL 9'-3Y2' 17'-37,B' p 957 3e7 TEW STATE i 6'-3' 7'- 7 -9' 6'-3' 3857 9 w7 7 -9' 8 6'-3'6'-3' ' ' �f M4s ROVED as a o s9� APP C4 P N U C o D p TIMOTHY A. yG P f 5 R C ih a s -V .BALDRUSE H - 4 2005 N z N Q i o MECHANICAL No.43270 N{A REFERENCE PROJ: - �sS/ONALE PIP PORTION DRAWN: FACTORY LB (D • DATE: � 2.16.2005 0 SHEET NO.: U 1Aw Date Signed:Mar 3,2005 � M orwood comes 6 pw—t YaOey Ro P.O.Box 169 Route 443 Pine Grove PA 17963 56'-21/4' (570)345-0387 (800)445-4898 28'-0%' 1' GAP 28'-03' 28'-0' TO FRAME 28'-0' TO FRAME 634'4'-10%' 9'-11' 8'-4' 4'-4Y2' 63/4 84TA PLATE,STATE 4'-4 - 4'-103 ' 3957 3857 3433 6 PFS LABEL UX'K 3857 DATA PLATE,STATE 3857 3433 L PFS LABEL LOC4L 3857 3857 I 1!2430 LV9J L V2LT0 VIBE V 6'-9• 9,-87/8, Dv � SPAcE w cu o" SB36 6'-9' c wear Y2030 J LV9J IC2430 7 ral 9'-7' " DV ° ° 9'-8/g (U so SPACE Sgxl6�` el i4 IF SM 9'-7' ITS DINING ROOM I0 ,I 129.24 LIGHT REO'D.ROOM ti 'l KITCHEN , � OI_ '� DINING ROOM ,T 5.13 VENT REO'D. KITCHEN 128.24 SOFT.of ROOM 11.60 LIGHT NT PROV'D. 10.26 LIGHT REO'D. S PR ICENT LIGHT & VENT OVIDE . (A—) I 5.13 VENT REO'D. I v 23.20 LIGHT PROV'D. 3'-11Y2' ttLO VENT PROV'D. T� vc —VFFICENT LIGHT & VENT PROVI ED. VF T-j 124 ' ch < 1 1/2'xll 1/4' LVL CLG GIR PAN. V36I4 v2430 _ _____2 PER_MOD. ____ _ t 124 2/0 --------------- 2/6 av y2p — 4— PAN. (4) I 1/2'xll 1/4' LVL CLG GI DER 5' EXPOSED REAM Q 1 (1 n W '�-__-- 2 PER MOD.---_-- - 9 -8�' 4' 7 —0' 3'-0 3 0' ��„ a p r t _ } ,. N Q b u — ----5' EXPOSED BEAM --- — N Q F- �' > C4 3' 0' -0' S'- 1/2" 9'-8%' �� 1 ATH I W w OC N ur -0 o� s ¢ 1/2 BATH a , $ °O _ l 1 in _ LIVING ROOM o O gym,, "C el 184.35 SOFT. of ROOM 00 14.75 LIGHT REO'D. n-A O 7.37 VENT REO'D. N I —4'REF-TSOk o LIVING ROOM 23.20 LIGHT PROV'D. 184.35 SOFT, of RO[B4 I 11.60 VENT PROV'D.© '. STATE LAf1 14.75 LIGHT REO'D. SUFFICENT LIGHT & VENT PROVIDED. 0 3'-4' 7.37 VENT REO'D. �23.20 LIGHT PROV'D,11.60 VENT PROV'D. (13 2/6 SUFFICENT LIGHT & VENT PROVIDED. 14'-43' W LANDNGM W J C WYVALL O UP IR m � 14'-4 M LARDDIG uP 0R h FOYER 5/8'IRYV M7 3857 2-LITE X o 3/0 ° 5'-87/x' 7'-9' 7'-9' 6'-3' �� y O 2-LITE N 3857 7 3857 CV -3' 7'-9' 7'- T-87/8' 1 > 0 28'-03' GAP 28'-05/'3' 0 OF MjSS9 Q w in O TIMOTHY A. �yG Z .BALDRIDGE m APPROVED N N 03 f -. O MNo.4321170E ` PFS COR P Z N N GISTLR�� — 4 2005 REFERENCE PROD: Q- o �sSIOMALE�S' MAR APPROVAL LIMITED TO DRAWN: FACTOR`!9UILT PORTION L8 a) ' DATE: 2.16.2005 a) Date Signed:Mar 3,2005 SHEET NO.: L) °w 1 0 OFFICE MAILING ADDRESS: MANORWOOD HOMES INC. THIRD PARTY INSPECTION AGENCY: PFS CORP. GENERAL NOTFS DIV. OF COMMODORE HOMES THIRD PARTY MAILING ADDRESS: 2877 SKATETOWN ROAD Norweod P.O. BOX 169, RT. 443 BLOOMSBURG, PA 17185 Homes LABEL LOCATIONS FOR SINGLE DWELLING PIs t Ya4sy Ro PINE GROVE, PA 17963 AUTHORIZATION NO.: TP1A #2 THIRD PARTY & STATE LABEL & DATA PLATE @ P.O. 169 ASSIGNED MFG. NO.: 201 AUTHORIZATION EXPIRES: 04-30-05 K1rcHFN SINK THIRD PARTY & srarE LABEL @ FOYER CLOSET Rd,443 / Pine Grow PA 17963 CURRENT CERT. EXPIRES: 04-30-05 "ADDITIONAL UNITS WILL HAVE ALL APPIJCARLF PIATFS (570)345-0387 SPECIFIED IN A CLOSET OF EACH (800)445-4898 LABEL LOCATIONS FOR DUPLEX OPTIONS: DESIGN CRITERIA THIRD PARTY & DATA PLATE @ KITCHEN SINK EACH LIVING UNIT STATE LABEL @ KITCHEN SINK, LEFT LIVING UNIT ONLY CONST- TYPE: 58 USE GROUP: R4 ,Si ty 1 K THESE DRAWINGS ARE THE PROPERTY OF MANORWOOD HOMES INC. (HEREIN AFTER T `*} REFERRED AUTHORIZATION- OCCUPANCY: ON. ) AND SHALL NOT BE REPRODUCED AND OR COPIED WITHOUT OCCUPANCY: ONE TWO FAMILY DWELLINGS > t. MANUF. WILL BE CONSIDERED AS A SUB-CONTRACTOR IN ALL BUILDING PROJECTS, SUPPLING A BUILDING COMPONENT TO A GENERAL CONTRACTOR OR BUILDER_ ALL NOTES WITH REFERENCE TO "IN-FIELD". "ON-SITE" OR "BY BUILDER" ARE PERTAINING STORIES ABOVE FOUNDATION: 2 ? TO THE RESPONSIBILITIES OF THE GENERAL CONTRACTOR. ° •. _ BUILDING HEIGHT ABOVE FOUNDATION: VARIES DUE TO CEILING HEIGHT AND AVAILABLE ROOF PITCH M�P / Y/ � THE DRAWINGS IN THIS SUBSET SHOULD NOT BE SCALED FOR DIMENSIONAL REFERENCE. EXTERIOR WALL FIRE RATING: 0 3 ALL DIMENSION LINES AND NOTES SUPERCEDE ANY SUCH REFERENCE AVAILBLE ROOF PITCH: 7/12 DISCRETE MODELS (PLANS HAVING SIMILAR ROOM ARRANGEMENT OR SPECIAL USE CONDITIONS, �. ° ARCHITECTURAL STYLE) SHALL BE PREPARED FROM THESE DRAWINGS WITHOUT PROVISIONS. LIMITIONS: BUILDING SETBACKS AND ZONING REQUIRMENTS ARE THE MODIFICATION, ADDITION OR DELETION IN ANY MANNER. RESPONSIBILITY OF THE BUILDER/ DEALER. TWO UNITS MAY BE JOINED TOGETHER TO FORM A DUPLEX L °" x 'eY1 THE COMMON WALL OF A DUPLEX WILL BE OF ONE OR TWO HR U.L. RATED CONSSTRUCIION AS REQ. BY STATE CODES Y TRUSSES: TOP CORD LIVE LOAD = 45 PSF V� TOP CORD DEAD LOAD = 10 PSF ATTIC STORAGE BOTTOM CHORD LIVE LOAD= 20 PSF CAPE TRUSS BOTTOM CHORD LIVE LOAD= 30 PSF BOTTOM CORD DEAD LOAD = 10 PSF ��``N OF Affix' FLOORS: NON-SLEEPING AREAS - LIVE LOAD = 40 PSF SLEEPING AREAS - LIVE LOAD = 30 PSF p'� TIMOTHY E yN DEAD LOAD = 10 PSF OR ACTUAL WEIGHT BALDRILxE `m LLJ WIND SPEED: 90 MPH, EXP. C (3 SEC. GUST) o MECHANICAL 0 .43270 " cc No r WIND SPEED CONVERSION CHART e pf �p DRAWING INDEX SNOW LOAD: 45 PSF FASTEST MPH 3 SEC. GUSTJ�Sr+TSTiR G��`� C 75 90/C s/ONAI� NO. DESCRIPTION DRAWN REV. DATE W w w FIRE PROTECTION SYSTEM: SMOKE ALARMS AS PER STATE CODES 90 1100 C 0 COVER 02-16.2005 N A N A --_0 ¢_ FLAME SPREAD IS LESS THAN OR EQUAL TO 200 (CLASS 111) 100 i3a c 1 FLOOR PLANS AND NOTES (FIRST FLOOR) 02.16.2005 N/A N/A ALL SMOKE ALARMS ARE TO BE PHOTO-ELECTRIC to FLOOR PLANS AND NOTES (SECOND FLOOR) 02.16.2005 N/A N/A HEATING SYSTEMS: ELECTRIC BASEBOARD: 250 WATTS/FT PLANT INSTALLED E HOT WATER BASEBOARD: 550 BTU/FT W/180' deg. WATER Date Signed:Mar 3,2005 2 FOUNDATION 02.16.2005 N/A N/A o0 @ 1 GPM. RADIATION INSTALLED, STUBBED THRU FLOOR, FIRST FLOOR FOUNDATION nennei nrTnu r INTERCONNECTED TOGETHER WHEN POSSIBLE. 2A r OLIN N/A N/A JN/A FORCED HOT AIR. METAL OR FIBERGLASS DUCTWORK PARTIALLY INSTALLED 3 ELEVATIONS 02.16.2005 N/A r O FURNACES AND OR HEAT PUMPS TO BE INSTALLED ON-SITE ACCORDING Timothy A. B a I d ri d g e TO ALL STATE AND LOCAL CODES. 3A ELEVATIONS 02.16.2005 N/A cc Progressive 3B ELEVATIONS 02.16.2005 N/A VENTILATION: BATH FANS TO PROVIDE A MINIMUM AIR EXCHANGE OF SO CFM Q Cl KITCHEN RANGE EXHAUST FAN TO PROVIDE AN AIR EXCHANGE 4 CROSS SECTION 02.16.2005 N/A ''�' w OF 100 CFM AND MU ST BE VENTED TO THE EXT. UNLESS RECYCLE TYPE o =HOOD IS BEING USED- Engineering I n Ci. 5 MISC. DETAILS, TYP. 02.16.2005 N/A N cn 6 ELECTRICAL FIRST FLOOR 02.16.2005 N/A x >6A ELECTRICAL SECOND FLOOR 02.16.2005 N/A N o O i. IT IS MANDATORY FOR THE BUILDER TO COMPLETE THIS HOME IN 7 D.W.V. & WATER LINES 02.16.2005 N/A N/A U) COMPLIANCE WITH ANY LOCAL OR STATE ENERGY CONSERVATION REQUIREMENTS. ADDITIONAL SITE WORK MAY BE, BUT NOT LIMITED T0: $ GAS LINES N/A N/A N/A � j w 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 .-. m M c. PERIMETER INSULATION- SLABS THERMAL COMPLIANCE (SEE ATTACHED) 02.16.2005 N A o d. INSULATION- PIPING EXPOSED TO UNCONDITIONED SPACES A N = HE ABOVE MUST BE ACCOMPLISHED WITHIN STATE CODE REQUIREMENTS. w L z a U O 2. BUILDER RESPONSIBLE TO FILE THE REQUIRED CERTIFICATION FORMS 04 Z WITH THE LOCAL ELECTRIC UTILITY PRIOR TO OBTAINING PERMANENT 0 4 ELECTRIC SERVICE. N a g Z i REFERENCE PROJ: Q ' 0 MASSACHUSSETTS DRAWN: MA STATE BUILDING CODE, CURRENT EDITION Eg MA FUEL/GAS/PLUMBING CODE 1993 BOCA NATIONAL MECHANICAL CODE W/ AMEND. DATE: M 2002 NATIONAL ELECTRICAL CODE W/ AMENDMENTS 2.16.2005 SH NO.: U oa �w 0 0 n 0 n fob TrDSS Truss Type Qty Ply MANORWOOD 274 PA ' 26133 HM507003 WHINGED MONO 11 Universal Forest Products Inc.,Grand Rapids, 1 114 WIDE 7/12 MONO CL 2-2-9 p M1096?7 A.J.Strong 13-5-12 13 6-6 — DSG:AJS -- _ 6.000 s Feb 19 2004 MiTek Industries,Inc. Thu May 06 131 8 55 2004 Page 1 2-2-9 8-3-14 2-11-5 0-0-10 -lit 3yR' KEVIN Y �r Al Conn. 223(1 `� ;: r, :O .f�� r FREEMAN 4 5 10 A t rtt :Nt 1-'H nt BEH18E �_Q_O �` i v{t >'_ t, ! _ 5 A _ 4 CD 7.00 12 3 � :12 {] *c G�'ar 2 / i c(f , 31 I I rn I � � �/j. a EY;7..c'�1»'� r '�` ?•«-a.z#�� j�,�' �� ,e'�,,. (} c'=,4~ �t�, .' y \ / CANT .y a r1 CP .ti 'f? r. ta`I[ :• �?.` `bj�t C. ,�s , f1 $SSi4Lti raj*ft►#111 ;t��` � •• CTS Optional 1-0-0 Cantilever co REACTIONS (lb/size) sir C1 W 7 = 595/Mechanical ;{ sa�c►ttFfr ' �, t3f A BEI-J18 6 _ 0/Mechanical �,��, •• t � �,. �« 4x4 S 2x5 1 - 676/0-3-8 � o rn 3x12 112 HG8 One Face Conn. 594(lb) 9 Max Horz _ KEVIN * 1 � �� IIUFI SS1f} Al C)= 4x5 — HG5 6 = -137(load case 11) ?+r m 's _ ; KEVIN W. FREEWN r3o 1 1 EV o 1 = 283(load case 8) = N �co � Max Uplift ' F9EEItr"!Al�3 ° UI6MER_cDI 7 = -224(load case 8) * ' E° r '•. •';•v°` R f E I, ° 8 7 1 = -83 load case 8 O G '/�, � 2.... *•- ti ,.• ;* 1x4 II 4x6 — Max Grav ( ) + ,, *1ST r N,s YL'I ra I 2-2-9 +_ 13-5-12 131 - -6 7 _ 778(loadcase 11) + � j *.,. ''"+Pf+frttftE."=' Ibtlft�+ 1 2-2-9 11-3-3 0-0-10 922(load case 11) Plate Offsets(X,Y): 1:0-2-5,Ed e, 1:Ed e,0-0-15], 2:0-1-12,0-2-0, 3:0-2-8,0-4-6,[3:0.0-5,0-0-6],[4:0-0-11,0-1-2],[7:0-1-12,0-2-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud 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 M1118 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/ANS195 (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 210OF 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 at joint 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)1 russ 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. 18)This truss has been designed to meet 2002 RCNYS R802.10.2 Sheathed or 3-7-2 oc pudins, except end verticals. 1-8 = -265/1262 7-8 = -265/1262 12)Take precaution to keep the chords in plane,any bending or (Residential Code of New York State) BOT CHORD WEBS twisting of the hinge plate must be repaired before the building is 19)This truss is a revision of HM507001. Changed wind speed to 90 mph Rigid ceiling directly applied or 10-0-0 oc bracing. 4-9 = -594/273 2-8 = 0/566 put into service. ... WEBS 2-7 = -1046/134 APPROVED 1 Row at midpt 2-7 NOTES PFS CORP JOINTS 1)Wind:ASCE 7-98;90mph;h=30ft;TCDL=4.2psf;BCDL=6.Opsf; _ 4 2005 1 Brace at Jt(s):9 Category 11;Exp C;enclosed;MWFRS gable end zone and C-C MAR REACTIONS (lb/size) Extedor(2)zone;cantilever left exposed;end vertical left exposed; 7 = 595/Mechanical Lumber DOL=1.60 plate grip DOL=1.33.This truss is designed for APPROVAL(,]A ITED TD 1 = 676/0.3 8 C-C for members and forces,and for MWFRS for reactions specified. IZORTInN 6 = 0/Mechanical 2)TCLL:ASCE 7-98;Pg=45.0 psf(ground snow);Category 11;Exp C; ® WARNING -Verify design parameters and READ NOTES Univ EAST BELTLINE RD,NE Max Horz Partially Exp.;Ct=1 PHONE(61 - 61 FAX(616)-3650060 GRAND RAPIDS,MI 49505 1 = 283(load case 8) 3)Roof design snow load has been reduced to account for slope. This design's based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters 6 = -1 37 load case 11 and proper incorporation of component is responsibility of(wilding 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 permanent tracing 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 fabdcation.quality control,storage,delivery,erection and bracing,consult QST-88 Quality Standard, 7 = -224(load case 8) reduction,for multiple live loads. DSB-89 Bracing Specification,and HIB-91 Handling Installing and Bracing Recommendation avaliable from Truss Plate Institute,583 D'Onofrio Drive,Madson,WI 53719 -- i\suI2port1MitekSuppUemplatesXl 1xl7tem late. e = copyright 2004 by:Universal Forest Products Inc. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1" 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 Pipe Sizes Piping System Types Ran ge 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 LO 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) PAS pRP � 2�fl5 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 Us)air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/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: [ ] I 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: [ ] I 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. [ ] I 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 T must be insulated to the levels in Table 2. tA�'pR°v�o pFS GOW M RR � 4 X005 APpR�VP �Il'�QORZi©N PDF created with pdfFactory trial version www.pdffactory.com 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: 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: [ ] 1. Door: 3680: Solid,U-factor:0.180 Comments: ENTRY DOORS [ ] 2. Door: 3680-G: Glass, U-factor: 0.180 Comments: ENTRY DOORS Floors: [ ] I. 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 Zefixture Make and Model Number Air Leakage: 0�5 Joints,penetrations,and all other such openings in the building envelope that aleakage must be sealed. TED SO When installed in the building envelope,recessed lighting fixtures P0, i0N shall meet one of the following requirements:1. Type IC rated,manufactured with no penetrations between the inside of th and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. PDF created with pdfFactory trial version www.pdffactory.com Design Conditions found in the Code. The RVAC 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 Gt� Date Mar 3, 2005 Af4,r � a� TIMOTHY A. yG - BALDRIDGE o MECHANICAL N No.43270 �sSIONAL ECG Date Signed:Mar 3,2005 a FFS Go"? ti�AR - 4 205 APp�p�p�itN�C(��ON PDF created with pdfFactory trial version www.pdffactory.com tf Ak 1� t ILOIJ40,14 S VW(j*J(Z 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-02.162005).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 / OF M DATE OF PLANS: 02.16.2005 3`�`` 0 o? TIMOTHY A.' yG .BALDRIDGIE DESIGNEWCONTRACTOR: MECHANICAL ti Na.43270 MANORWOOD HOMES °��FGIST��`�� THE HOME STORE �SSIONA1 COMPLIANCE: Passes Maximum UA=268 Your Home UA=223 Date Signed:Mar 3,2005 16.8%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling l: 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 OvED Door: 3680: Solid 20 ��CORP Door: 3680-G: Glass 20 0.180 4 1005 Floor l:All-Wood Joist/Truss,Over Unconditioned Space 765 19.0 0. MAR 3 Boiler 1:Other(Except Gas-Fired Steam), 80 AFUE APR BUIIT,PORTION COMPLIANCE STATEMENT: The proposed building design described here is consist ans, specifications,and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheckVersion 3.6 Release 1 (formerly MECchecl and to comply with the mandatory requirements listed in the RESchecklnspection 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 In City Council,April 21,2005 Rules suspended,passed two readings and enrolled. Attest r � E7'1 �]�6 (,j ,Clerk of Council Approved:Mary Clare Higgins,Mayor A true copy. Attest' NA 41 NA vu % ,'' f r f f Clerk of Council F-AMPsmmm HST", MARIANNE L. DONOHUE O C�'�� ff' � NIASSACI:IIJSErTS .... �' April 7? 05..: ._..:,..- ationComssion,ode ct,the Consery .....:........................ .t endationof CouneilorBill Dwlgh .. •. _ - Upon the reco • �lasming Board'* . t�xut en space" OrdereJ, BE 1'T RESOLVED d expan goal of«preserve calls for an expanded established a plan:2000-2005 No,thampton Vision 2020 Recreation ASS 5 ace and acent �Nl and the QPen P ationArea, and aerald Lake Consery but not adj Fitz, 408 Bridge Road aizd near arcel and an 49-acre parcel behind offered to donate whi hthey recently The o 4Vner of a 3 Alea, has ecial perm gBAS, Lake Conservation unction with a sp �UHE erald L conj to, Fitzg aht of-ways in e conservation Commission; and area that's associated a4h b d and.upland ax received, e an important wetlan rovide a future Acq�ing this land X11 help P resew dor and possibly someday p WHF AS' the Fitzgerald Lake wildlife corn part of ,,raid Lake' and trail access into Fitz parcel and RESOLVED' anon COMM ,sion to acquire this P Article 97 REFOgE BE 1T r�eS the Cousery ation consistentwith NOw"THE ,creation and canser� Counc�hereb`� aces assiver The City urposes of p' assachusetts. for the p rig ht-of-'WAY eats to the COpstitu�ou of of the �,endm r lJ r SUBJECT PARCEL- 1 /GERp COMMONWEALTH OF MASSACHUSETTS Hampshire, ss. i��r�t ;� , 2005 On this day of 14 A-1 , 2005, before me, the undersigned notary public, personally appeared JAMES M. HARRITY JR., proved to me through satisfactory evidence of identification, which was D,:A �,uiv-fey be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose as Member of Equity Builders Realty, LLC. I' u ,� Cpl 5 CH Notary Public My commission expires: %I 0i 7 1C-1 -7 2- i IIIIIIIIIIIII - (IIIIIIIII III II II IIIIIIIII 111111 Bk:8250Pg:223 Page: 1 of 4 Recorded: 05/06/2005 01:37 PM QUITCLAIM DEED KNOW BY ALL MEN BY THESE PRESENTS that EQUITY BUILDERS REALTY, LLC, a Massachusetts Limited Liability Company with a principal place of business at 41 Corticelli Street, Northampton, Hampshire County, Massachusetts, for consideration of LESS THAN ONE HUNDRED AND 00/100 ($100.00) DOLLARS grants to the CITY OF NORTHAMPTON, MASSACHUSETTS, acting by and through its Conservation Commission with an address of 210 Main Street, Northampton, Hampshire a County, Massachusetts and pursuant to Massachusetts General Laws, Chapter 40 § 8C: with QUITCLAIM COVENANTS The land in Northampton, Hampshire County, Massachusetts being shown as Lot 2 on a � Plan of Land entitled "Land in Northampton (Hampshire Co.), MA Surveyed for Equity Builders, LLC, Scale 1"=40', dated March 28, 2005 prepared by Ainsworth Associates ("Plan")which Plan is recorded in the Hampshire County Massachusetts Registry of Deeds in Book of Plans 204 Page 98 and which land contains 3.4982+/- acres. Provided however that such Lot 2 shall be permanently subject to uses by the City of Northampton ("City") which are consistent with the promotion and development of the natural resources of the City and which are consistent with Rules and Regulations governing the use of Conservation Land in the City of Northampton, Massachusetts as adopted by the 'J? Northampton Conservation Commission and as may be amended from time to time, for which conservation land, i.e., City owned land under the control and custody of the Conservation Commission, is now or may hereafter be used in the City including without limitation the promotion and development of the natural resources of the City; the protection of the watershed resources of the City; passive recreation such as picnicking, walking, cross- country skiing, snowshoeing, hiking, fishing, occasional horseback riding; and cutting, pruning and planting ground cover, plants, shrubs and trees incidental to watershed management. There is also hereby granted an easement to the City of Northampton, acting by and through its Conservation Commission and pursuant to Mass. Gen. Laws. c. 40 § 8C a 10' wide pedestrian access easement as shown on the Easterly side of Lot 1 of said Plan and entitled "10' wide pedestrian easement" on such Plan; to allow the public at large the right to pass and repass, over said Lot 1 in order to reach Lot 2. Being a portion of the same premises conveyed to the grantor herein by deed of Stephen Petegorsky, dated March 29, 2005 and recorded as aforesaid in Book 8207, Page 249. 1 CC Executed as a sealed instrument this T day of 2005. EQUITY BUILDERS REALTY, LLC �vI ! B y Witness JAMS, M. HARRIT piber 378397 r Official Receipt for Recording in: � � Hampshire County Registry of Deeds 33 King St. ' Northampton, Massachusetts 01060 - Issued To: EQUITY BUILDERS REALTY LLC 41 CORTICELLI STREET NORTHAMPTON MA 01060 Recording fees *----------------------------------------------* Document Recording Description Number Book/Page Amount *----------------------------------------------* DEEDE 00010678 8250 223 $125.00 CITY OF NORTHAMPTON EXCISE $.00 $125.00 Collected Amounts *----------------------------------------------* Payment Type Amount *----------------------------------------------* Check 1084 $125.00 $125.00 Total Received $125.00 Less Total Recordings: $125.00 Change Due $.00 Thank You MARIANNE DONOHUE - Register of Deeds By: Marilyn K Receipt# Date Time 0119311 05/06/2005 01:37p MUNICIPAL SEWER AVAILABILITY APPLICATION F Northampton Streets Department 125 Locust Street Northampton, MA 01060 587-1570 A Department of Public Works Trench Permit shall be require prior to any construction or connection activity associated with this application. Location: 408 Bridge Road Inquiry Made By: Jim Harrity 413-210-5256 Date of Inquiry: 5/10/05 Municipal Sewer Main in Front of Location: Yes _ No Municipal Storm Drain Available: Yes No Size of Sewer Main: Material: �L_A Age: 4 3�-) Depth of Sewer Main: 'r Ir.; Size of Service Connection: L./A/K/V611� 4Z Comments: . Is changing a single family into 3 units. 4-idI n S A�v r rzc r /►a N and A corresponding"sewer entrance fee"shall be paid prior to making any connection to the municipal sewer system. Arrangements of such installation shall be made with the Northampton Streets Department with a minimum of 5 working days notification.All work shall conform to Northampton Streets Department specifications. Storm Drain Concurrence e6F �p Thomas, Superintendent Douglas McDonald, Enviromental Planner Streets Department Engineering Department cc: Ned Huntley, City Engineer Anthony Patillo, Building Inspector • MUNICIPAL WATER AVAILABILITY APPLICATION Northampton Water Department 237 Prospect St. Northampton,MA 01060 587-1097 A Department of Public Works Trench Permit shall be required prior to any construction or connection activity associated with this application. Location: 408 Bridge Road Inquiry Made By: Jim Harrity 413-210-5256 Date of Inquiry: 5/10/05 Number of Type of _X_Single Family Type of Private Units: 2 Unit(s): Accessory Apart. Ownership: X Condo Multi-family Rental (Applicant to fill out the above) Municipal Water Main in Existing service to Front of Location? Yes: 5� No: ❑ site? Yes: ❑ No: Size of Water Main: 12" Material: Cl Age: 1912 Approximate Static Street 70 Flow Test Conducted:Yes: ❑ No: .lam Pressure: If done attach results 1-1/2" Size of Service Connection: Suggested Meter Size: 5/8" Comments: The Water Department cannot guarantee adequate water pressure during peak demand times at elevations above 320 feet.Language must be recorded at Registry of Deeds regarding common ownership of water service line for Unit#1 and Unit#2. • A corresponding water entrance fee shall be paid prior to making any connection to the municipal water system. • Arrangements of such install tion shall be made with the Northampton Water Department with a minimum of g days n ca' n. :.- All ork shall o to Northampton Water Department specifications. David W. Sparks, Superintendent of Water cc: Ned Huntley,City Engineer 1 V Bk: 08207 Pg: 254 March 15, 2005 I, Wendy Mazza, City Clerk of Northampton, hereby certify that the above Decision of the Northampton Planning Board was filed in the Office of the City Clerk on February 22, 2005, that twenty days have elapsed since such filing and that no appeal has been filed in this matter. Attest: r� City Clerk-City of Noarthampton ATTEST: HAMPSHIRE, , IGISTIA MARIA NE L.DOYOEME Bk: 08207 Pg: 253 'Manning Board - Decision City of Northampton Hearing No.: PLN-2005-0048 Date: February 2l, 2005 improvements along Bridge Road. C.The requested use will promote a harmonious relationship of structures and open spaces to the natural landscape,existing buildings and other community assets in the area. The construction of the new units as shown on the plans will be outside of the 100'buffer and not negatively impact the wetland resources on the site and will allow the resource to be permanently protected In the future. D. The requested use will not overload,the City's resources including the effect on the City's water supply and distribution system, sanitary and storm sewage collection and treatment systems,fire protection,streets and schools. There will be adequate snow storage area on site. E. The requested use meets the special regulations set forth in the Zoning Ordinance Section 5.2,6.2,and 10.5 F.The requested use bears a positive relationship to the public convenience or welfare. The use wilt not unduly impair the integrity of character of the district or adjoining zones,nor be detrimental to the health,morals,or general welfare. The project will add two new housing units and not have an effect on traffic or other resources. G.The requested use will promote City planning objectives to the extent possible and will not adversely effect those objectives,as defined in City master or study plans which support infill development for housing where there is existing infrastructure to support it and protection of natural resource areas. COULD NOT DEROGATE BECAUSE- FILING DEADLINE MAILING DATE: HEARING CONTINUED DATE: DECISION DRAFT BY: APPEAL DATE: 112012005 21312005 2/24/2005 REFERRALS IN DATE: HEARING DEADLINE DATE: HEARING CLOSE DATE: FINAL SIGNING BY: APPEAL DEADLINE: 1127/2005 31212005 2/10/2005 212412005 311412005 FIRST ADVERTISING DATE: HEARING DATE: VOTING DATE: DECISION DATE: 1/27/2005 211012005 2 11012005 - 222/2005 SECOND ADVERTISING DATE: HEARING TIME: VOTING DEADLINE DECISION DEADLINE:- 213/2005 7.30 PM 511112005 511112005 MEMBERS PRESENT: VOTE: Jennifer Dieringer votes to Grant William Lefendre votes to Grant Paul Voss votes to Grant Francis Johnson votes to Grant George Kohout votes to Grant Keith Wilson votes to Grant Paul Dtemand votes to Grant Kenneth Jodrie votes to Grant MOTION MADE BY: SECONDED BY: VOTE COUNT; DECISION: William Letendre Kenneth Jodrie 8 Approved with Conditions MINUTES OF MEETING: Available in the Office of Planning&Development 1,Carolyn Misch,as agent to the Planning Board,certify that this is a true and accurate decision made by the Planning Board and certify, that a copy of this and all plans have been filed with the Board and the City Clerk on February 22,2005 '� rp I certify that a copy of this decision has been mailed to the Owner and Applicant i t yf r I I Li FEB 2 2 2005 L._. _. Cl 1". C p'9F^.T, '6J Ge0WS0 2005 Des Lauriers Municipal Solutions,Inca I �B 252 IIIIIIIIIII�I IIIIIII Planning Board - Decision Bk:8207Pg:252 Page: 1 of City of Northampton Hearing No.: PLN-2005-0048 Recorded: 03/31/2006 12:46 PM Date: February 21,2005 APPLICATION TYPE: SUBMISSION DATE: P8 Special Permit with Intermediate 1212712004 Applicant's Name: Owner's Name: Surveyor's Name: NAME: NAME: COMPANY NAME: JAMES HARRITY PETEGORSKY STEPHEN ADDRESS: ADDRESS: ADDRESS: 41 CORTICELU ST 134 NORTH ST TOWN: STATE: ZIP CODE: TOWN: STATE: ZIP CODE: TOWN: STATE: ZIP CODE: FLORENCE MA 01062-1240 NORTHAMPTON MA 01060 PHONE NO.: FAX NO.: PHONE NO.: FAX NO: PHONE NO.: FAX NO.: (413)585.8025 EMAIL ADDRESS: EMAIL ADDRESS: EMAIL ADDRESS: Site Information: STREET NO.: SITE ZONING: 408 BRIDGE RD RR TOWN: SECTION OF BYLAW: FLORENCE MA 01062 Section 10.5.Open Space Residential Development MAP: BLOCK: LOT: MAP DATE: ACTION TAKEN: 178 010 001 Approved With Conditions Book: Page: 5995 328 NATURE OF PROPOSED WORK: Addition of two attached units to an existing single-family home to create a three-family open space residential cluster. HARDSHIP: CONDITION OF APPROVAL: 1.Prior to issuance of a building permit and in-lieu of providing a sidewalk along the property frontage as offered by the applicant to meet the criteria for attenuation of all traA9c impacts,the applicant shall provide$4,000 to the City for the purposes of providing pedestrian improvements along Bridge Road. 2.Prior to the issuance of a building permit,as offered by the applicant,the back land should be deeded to the City Conservation Commission for permanent protection. 3.Prior to the issuance of a building permit,a permanent easement shall be recorded with a copy given to the Office of Planning&Development indicating the right of the public to pass and repass along the access shown on the map. With allowance for a sign indicating public access. 4.If the trees along the eastern property boundary are damaged during construction,then the applicant shall construct a 6.5'stockade fence,in accordance with that allowed by-right within the zoning ordinance. The fence shag be installed for the length ofthe driveway. 5.The applicant shall plant 8'fall instead of 5'tall Arborvitae along with four deciduous trees Interspersed with these Arborvitae along the western property boundary. The Planning Board granted the Special Permit for an open space cluster with a three family residential unit based on the application and the following plans submitted with the application: 1. '408 Bridge Road Site Plan",prepared by Huntley Associates,PC,dated December 2004,sheets 1-5. 2. "Front Elevation ,prepared by the Home Store,Inc.Dated August 2004. The Planning Board found: A. The requested use protects adjoining premises against seriously detrimental uses. The cluster adds two modest units to the rear of the existing structure and preserves 3+acres of the rear of the site. Surface water drainage will not affect adjoining properties,sound and sight buffers and views,ligh4 and air will not be affected. B. The requested use will not affect the convenience and safety of vehicular and pedestrian movement within the site and on adjacent streets because the addition of two units will be negligible. The applicant will be providing a 10'walking easement along the edge of the property to the rear conservation land. The applicant has offered to offset any traffic impacts by paying$4,000 to the city for sidewalk GeOTMS®2005 Des Lauriers Municipal Solutions,Inc. �Pear f.T - - t oti o' _ - � Crir� �f - ate' toll DEPARTMENT 1 6-E . DEPr.RTMcNT GF BUILDI�C lNSPcLi tp,�S t':SPti CTGP 2-12 ]!fain St;ccC Alunicipnl Buiidilif, Nor LhnmpLori, �St��s- O]OGO -� Square rootage Aroun t 3asemer,z +a - _� SG y2 �n ISE c1oJr @ $-o 77e 2nd Floor E $_30 C2 1/2 Floocs. Attic. Garage _ �--- Deck, Porches �I ! 3A � R 15' SIDE /\ W YARD SETBACK ' m OVE do DISCARD . o G PE BARBER FENCE 0 0D. 101.00\ � 30' REAR -�- �, TE PORARY r" I YARD SETBACK UNIT 2 ° SIL TION BARRIER 1 PR SED-4--FOOT WIDE BIT. CONC. WALK-WAY J 1 0.67 ACRES TO BE RETAINED BY EQUITY BUILDERS I / _ I 88 10, WIDE PEDESTRIAN yy w / €ASEMENT PARKIN Acts- 03 9 i I GRAPHIC SCALE CB#2 �1 RIM ELEV.=99.02 4 / (— INV. IN(4")=97.14 2 __/ �� / INV. OUT(10")=97.,4 5A 5A 1A 2 n :ONNECT U' 1 TO MAIN )MPLETE) INSERT \ \ YER PIPE S ' ^ I 28' V.=94.50 r n SINGLE—FAMILY �2 N 2—STORY J WOODEN BUILDING N F.F.= 35 / co 101.0 15 I (F.F=103.38) / TYPE "K" r 30' RO T \ 1 UNIT TO MAIN YARD S BA K �-- 1 PROPO Ed 4-FOOT )OT WIDE n I WIDE G SIIIEN 4DEWALK STONE WALKWAY W/RAMP I 1, PROPO D i9 1 TBM BIT. C C. I < S T SPINDLE eP\HYDRANT CURB 2\ - G nELEV\=103.56 R L_ W W \ 3 PARKING ACES 18' D 6 \ R . W \ A \ A C3 PROP ED BIT. CONC. ✓ ° CURB TYPE 2 r W ' r r n 3 c) n cn ' File#BP-2005-1002 APPLICANT/CONTACT PERSON JAMES HARRITY ADDRESS/PHONE 41 CORTICELLI ST FLORENCE (413)585-8025 PROPERTY LOCATION 408 BRIDGE RD MAP 17B PARCEL 010 001 ZONE RR THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction: CONSTRUCT(2)TWO STORY ADDITIONS TO CREATE3 FAMILY CONDOS New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 052260 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF ATION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street C mmission -Z/Q Signature of Building 6ificiar Date Note:Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more information. O¢K►iAMP�O Lzty of Xarthauiptau z � � jJ)'riassxcftnsetts DEPARTMENT OF BUILDINTG INSPECTIONS / INSPECTOR '212 Main Street • Munic;ip11 Building 'a Northampton,MA 01060 HOME OWNER EXEMPTION ACKNOWLEDGEMENT The State of Massachusetts allows the homeowner the right under 78OCNM 108.3.4 to act as lAs/her construction sup<.: ,-;sor. The state defines "Homeowner" as, "Person(s) who owns a parcel on which he/she resides or intends to be,a one or tw6 fame y 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 home owner." The building department for the City of Northampton wants any person(s) who seek to use the home owner exemption, to act as their own construction supervisor, to be aware that by doing so you become responsible for compliance with state building codes and fegulations. The inspection process requires that the building department be called to inspect work at various stages, which include foundation/footings (before bac!i ll), sonotube holes (before pour), a rough building inspection (before work is concealed). insulation inspection (if required) and a final building inspection.:The building department requires these inspections before the work is concealed, failure to secure these inspections can result in failure to obtain a certificate of occupancy until the work can be inspected. If the homeowner hires other trades to perform work (electrical, plumbing& gas) the homeowner will be responsible to make sure that the trades hired secure their proper - permits in conjunction to the building permit issued, and that they get their required inspections. Failure of the individual trades to secure the permits and inspections as required can DELAY the project until such time as the proper permits and inspections are made I, understand the above. (Home owner/resident's signature requesting exemption) I will call to schedule all required building inspections necessary for the building permit issued to me. Date Address of work location r I °'f (r I f-�) LT f �Li J"f l 1311 l})f 011 9 l f ��a7akchtrsrtla- © DEPARTMEITT• OP 5UILDf,,IC INSPECTIOI:S 212 Main Strcet • Nfunicipnl Dudding Northampton, Mass. 01060 W O RICE I I S C O NIM EN SA'aO lei I'r iS URA-.I`l CF A ITID,.'L ArI-I' i (li ccvscxlpermi ttcc) % ith a principal place of businessfresidence at: ------- - C'�,�`;� c L C Sr% j�d1 (phone-') All" SF d c, (szrc--U6 rrlsi=12r p) do hereby certify, under thc.pains 2nd pen2lties of perjury., thai (J� I am an employer providing die follo.vinL'workcr's comocnsaoor cove age for im employees worldng on Oils job: Ii ro 7 y o /.add,r a (Lesur-ancc Compam,) CPclie: ?:u-- -r) -- (T:-pirzooc Dom) i O I am a sole propr;etor, general contractor or homeowner(circle one) zoo have hired the contractors listed below who have the folio"vino worker's camoen_t2don policies: (1;amc 0-.-Con Tncior) (Ins-ur3ncz Cornpa I -ilioUc ��t U.II1�rI) -- (E':JImuon-bate) - (Na me of Conrr clor) (Insarzncc Conran`i?ollcv \um6cr) (E.%Dimuon Dale) I - (ri.me of Condor) (1aamne: Comp my[Polio• ?`umber) (Expiration Datc) (Name of Contractor) (Losuranc-- Comparry/PoEcy Numbr) Date). (a1I1[.'h-'ddt,:•ocal ecC,if ncc.�.1•to atdtr�"informa=;oo pertA!x ns to.0 co=--=o.-) - 1 { ) i am.a sole proprietor and have no one work-i-ng for me. ( } I am..a home owner performing all the work myself { NOTE:plow be.w-.ut tbx w't.:.Ja 6emc-o�•acn wi>a c=ploy pczo=to do m•;•g=2 o= cs.:e.�m c tt�,au,•-orX e�a d..clL^�of not mat 16 o ttstr_amts in Wb-h the bomoowncr rc cL=a oo the f7ouads�vpurtco zn theca Lc ox V=C-zUy ecc:d=Cd In be to uo?e the v aW y� �_campc_tioa Act(GUI 52-=1(5)1:pptiaSoa bye 6omcoava(cr:lice=or perart ri=y c%-dmcc trc legal n--x,.or ea c=ployx under din work—,.Cooapom.tio AeL I [undeK-and tha a Dopy or thi.mtemecx m.y be focv.nrd.ed b the Degeruaear of IneSaxti.l Ac<Ad Y Off oe or l.r.� for t6< oovaMsc twitenioa=W UL--t L-dLM to J.==tovcttse undo=c-ioa 25A of 1.ioL 152 Can led to Lb,i ioa of c-imia+l pcatW= oomirittg of a tine of up to S 1.5 oo.00 er Nc)c of up to ooc yr e.od 6N-U p=.tia m BSc foon of a Stop Wort;Ord--and. fi=o(S I0o.00 r d:y LpjDA m Far dcyrtm=�u,c on17 permit Number Lot Si turc of Li�lPcriniucc e -- -j i _ i SECTION 8-`CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder License Number Addres Expiration Date Signs re Telephone . : = Not Applicable ❑ 11��ea><s�e 'ome"' npr�r "me�or�trai�o`� -� 1,?T C Company Name Registration Num er - -- — Address Expiration l5at6 Telephone SECTION 10-WORKERS'COMPENSATION INSURANCE"AJFFIDAVIT�(M.G.L.c.1"52,§25C(S)) Workers Compensation Insurance affidavit must be completed and submitted with this application.Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes....... ❑ No...... ❑ The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeuwuei to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780 Sixth Edition Section 108.3.5.1. Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which 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-vear period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers'Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature r SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House F] Addition Replacement Windows Alteration(s) ❑ Roofing Or Doors E] Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [M Siding[0] Other[C7] Brief Description ofposed y Work: t �'' e t ,�R ct ,�Ay �'► '� B E'vz,v t�;��t C�a�i '? juio �� Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet sa if (ei liouseln c Mon.,, eXis#it►c [izustctc cor>�p a tt a fa fa ii g: a. Use of building:One Family Two Family Other J N b. Number of rooms in each family unit:P, '7 410 It Number of Bathrooms t� c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions '� d e. Number of stories? f. Method of heating? Fireplaces or Woodstoves �� Number of each g. Energy Conservation Compliance. le S Masscheck Energy Compliance form attached? �� S h. Type of construction R-q L Is construction within 100 ft.of wetlands? Yes N/— No. Is construction within 100 yr. floodplain Yes Yc' No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? X Yes No. I. Septic Tank City Sewer Private well City water Supply SECTION Ta:-,OWNER°AUTHORIZATION-"TO BE COMPLETED WHEN ' OWNERS AGENT`OR CONTRACJOR APPLIES'FQR BUICD(N�G'PERMIT 1 as Owner of the subject property; hereby authorize to act on my behalf,in all matters relative to work authorized by this building permit application. Signature of Owner Date as Owner/Authorized Agent hereby peclare that thek6tatements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. r Signed under the pains and penalties of perjury. Print Name Signature of Owner/Agent Date t Section 4. ZONING All Informat+bh Must Be Completed.Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department ' / N Lot Size Frontage 1 10 Setbacks Front i Side L:— R:` L: R: Rear Building Height - - Bldg. Square Footage t Open Space Footage % (Lot area minus bldg&paved parking); #of Parking Spaces 4—i Fill: N (volume,&Location A. Has a Special Permit/Variance/Finding ever been issued for''on the site? NO 0 DON'T KNOW 0 YES IF YES, date issued:i IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW 0 YES IF YES: enter Book �S (� Page; and/or Document# 4v»` B. Does the site contain a brook, body of water or wetlands? NO ® DON'T KNOW 0 YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained ® Obtained Date Issued: C. Do any signs exist on the property? YES 0 NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES 0 NO 0 IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES n r NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Y x 1s City of NortF ampton Building Department 212 Main Street Room 100 , Northampton; MA 01060 phone 413-587-1240 Fax 413-587-1272 APPLICATION TA=CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECT N 1 -SITE.INFORMAT4ON This section to b i completed bx pffice 1.1 Property Address: / d s "Unit Zones . Overiaybistrict � t �lui ©istrici, _� _ _ CB.p�stnct SECTION 2-'.PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: / £96f / /t,e , L s Name rint) Current M_�9"Address: 2 ✓'C ( f ,✓n ,I Telephone el/ Sign" re / T 2.2 Authorized Agent: Name(Pri ) Current Mailing Address: '0� Signatut Telephone SECTION 3 ESTIMATED CONSTRUCTIONCOSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building � a.� (a)Building'Permit Fee 2. Electrical (b)Estimated Total Cost of Construction from 6 3. Plumbing du J Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection 6. Total=(I +2+3+4+5) Check Number This Section For Official Use Only Date Building Permit Number:, Is' ued: Signature: i Buildings Commissioner/inspector of Buildings Date r " ..yplanning Board - Decision City of Northampton Hearing No.: PLN-2005-0048 Date: February 21, 2005 improvements along Bridge Road. C. The requested use will promote a harmonious relationship of structures and open spaces to the natural landscape,existing buildings and other community assets in the area. The construction of the new units as shown on the plans will be outside of the 100'buffer and not negatively impact the wetland resources on the site and will allow the resource to be permanently protected in the future. D. The requested use will not overload, the City's resources including the effect on the City's water supply and distribution system, sanitary-and storm sewage collection and treatment systems, fire protection,streets and schools. There will be adequate snow storage area on site. E. The requested use meets the special regulations set forth in the Zoning Ordinance Section 5.2, 6.2,and 10.5. F. The requested use bears a positive relationship to the public convenience or welfare. The use will not unduly impair the integrity of character of the district or adjoining zones,nor be detrimental to the health,morals,or general welfare. The project will add two new housing units and not have an effect on traffic or other resources. G. The requested use will promote City planning objectives to the extent possible and will not adversely effect those objectives,as defined in City master or study plans which support infill development for housing where there is existing infrastructure to support it and protection of natural resource areas. COULD NOT DEROGATE BECAUSE: FILING DEADLINE: MAILING DATE: HEARING CONTINUED DATE: DECISION DRAFT BY: APPEAL DATE: 112012005 21312005 212412005 REFERRALS IN DATE: HEARING DEADLINE DATE: HEARING CLOSE DATE: FINAL SIGNING BY: APPEAL DEADLINE: 112712005 31212005 211012005 2/2412005 311412005 FIRST ADVERTISING DATE: HEARING DATE: VOTING DATE: DECISION DATE: 1/27/2005 211012005_ 211012005 212212005 SECOND ADVERTISING DATE: HEARING TIME: VOTING DEADLINE: DECISION DEADLINE: 21312005 7:30 PM 511112005 511112005 MEMBERS PRESENT: VOTE: Jennifer Dieringer votes to Grant William Letendre votes to Grant Paul Voss votes to Grant Francis Johnson votes to Grant George Kohout votes to Grant Keith Wilson votes to Grant Paul Diemand votes to Grant Kenneth Jodrie votes to Grant MOTION MADE BY: SECONDED BY: VOTE COUNT: DECISION: William Letendre Kenneth Jodrie 8 Approved with Conditions MINUTES OF MEETING: Available in the Office of Planning&Development. 1, Carolyn Misch,as agent to the Planning Board, certify that this is a true and accurate decision made by the Planning Board and certify that a copy of this and all plans have been riled with the Board and the City Clerk on February 22,2005 i certify that a copy of this decision,has lbeen mailed to the Owner and Applicant GeoTMS®2005 Des Lauriers Municipal Solutions,Inc. 4 Planning Board - Decision City of Northampton Hearin No.: PLN-2005-0048 Date: February 21, 2005 Hearing APPLICATION TYPE: SUBMISSION DATE: r PB Special Permit with Intermediate 1212712004 Applicant's Name: Owner's Name: 2. Surveyor's Name: NAME: NAME: COMPANYNAME: JAMES HARRITY PETEGORSKY STEPHEN ADDRESS: ADDRESS: ADDRESS: 41 CORTICELLI ST 134 NORTH ST TOWN: STATE: ZIP CODE: TOWN: S ZIP CODE: TOWN: STATE: ZIP CODE: FLORENCE MA 01062-1240 NORTHAMPTON MA 01060 PHONE NO.: FAX NO.: PHONE NO.: FAX NO.: PHONE NO.: FAX NO.: (413)585-8025 EMAIL ADDRESS: EMAIL ADDRESS: EMAIL ADDRESS: Site Information: STREET NO.: SITE ZONING: 408 BRIDGE RD RR TOWN: SECTION OF BYLAW: FLORENCE MA 01062 Section 10.5:Open Space Residential Development MAP: BLOCK: LOT: MAP DATE: ACTION TAKEN: 17B 010 001 Approved With Conditions r ook: Page: 995 328 NATURE OF PROPOSED WORK: Addition of two attached units to an existing single-family home to create a three-family open space residential cluster. HARDSHIP: CONDITION OF APPROVAL: 1.Prior to issuance of a building permit and in-lieu of providing a sidewalk along the property frontage as offered by the applicant to meet the criteria for attenuation of all traffic impacts,the applicant shall provide$4,000 to the City for the purposes of providing pedestrian improvements along Bridge Road. 2.Prior to the issuance of a building permit,as offered by the applicant the back land should be deeded to the City Conservation Commission for permanent protection. 3.Prior to the issuance of a building permit a permanent easement shall be recorded with a copy given to the Office of Planning&Development indicating the right of the public to pass and repass along the access shown on the map. With allowance for a sign indicating public access. 4.If the trees along the eastern property boundary are damaged during construction,then the applicant shall construct a 6.5'stockade fence, in accordance with that allowed by-right within the zoning ordinance. The fence shall be installed for the length of the driveway. 5. The applicant shall plant 8'tall instead of 5'tall Arborvitae along with four deciduous trees interspersed with these Arborvitae along the western property boundary. The Planning Board granted the Special Permit for an open space cluster with a three family residential unit based on the application and the following plans submitted with the application: 1. "408 Bridge Road Site Plan",prepared by Huntley Associates,PC, dated December 2004,sheets 1-5. 2. "Front Elevation",prepared by the Home Store,Inc.Dated August 2004. The Planning Board found: A. The requested use protects adjoining premises against seriously detrimental uses. The cluster adds two modest units to the rear of the existing structure and preserves 3+acres of the rear of the site. Surface water drainage will not affect adjoining properties,sound and sight buffers and views,light;and air will not be affected. B. The requested use will not affect the convenience and safety of vehicular and pedestrian movement within the site and on adjacent streets because the addition of two units will be negligable. The applicant will be providing a 10'walking easement along the edge of the property to the rear conservation land. The applicant has offered to offset any traffic impacts by paying$4,000 to the city for sidewalk GeoTMS®2005 Des Lauriers Municipal Solutions,Inc. , �1 RM# ELEv.=99.02 � �'�,�� / - - 96 - 4 / f— INV. iN(4")=97.14 8 r / INV. OUT(10")=97.14 5A 5A 1A 3A FR 2 n ,ONNECT `f) TO MAIN - MAPLETE) INSERT C `i 15' SIDE ' ... \ \ \ z YARD SETBACK VER PIPE ' 4-94.50 S r 1 28' \ 28 _ A SINGLE-FAMILY �2 � 2-STORY N F.F.= \ \ � � ' o m G PE BARBER FENCE 35 � ' WOODEN BUILDING / ° 101.00 N F.F.= I / 30' REAR 1.5 I (F.F=103.38) / 0D. 101.00 ' TE ORARY - I YARD SETBACK « I 30' RO T \ Ir UNIT 1 UNIT 2 ° SIL TION BARRIER 1 rYPE O MAIN YARD S BA K EPR SD-4-FOOT WIDE � I PROPO Ed 4-FOOT � 1 >OT WIDE n WIDE G SAEN BIT. CONC. WALKWAY 1 SIDEWALK I STONE NALKWAY 0 Q W/RAMP I , 1 1 + PROPO D — ' 0 0.67 ACRES TO BE TBM BIT. C C. < S RETAINED BY I �QP SPINDLE CURB 2 c c / _ZQUITY BUILDERS I \HYDRANT ELEV\=103.56 U) \ / 1 \� / 10' WIDE PEATRIAN. �\ 3 R _ L W _ W _W W — / /- EASEMENT \ 0 3 PARKING ACES 18' D 6 PARKIN PACES \ 9> / L_QaIVL PROP D BIT. CONC. ~ ° CURB TYPE 2 / ` \ \ % I/ i I i � I GRAPHIC SCALE / BP-2005-1002 408 BRIDGE RD GIs#: — COMMONWEALTH OF MASSACHUSETTS MaBlock: 17B-010 CITY OF NORTHAMPTON Lot: -001 Permit: BUIidIl1Q BUILDING PERMIT Category: Permit# BP-2005-1002 Project# JS-2005-1383 Est Cost: $182000.00 Fee: $1463.18 PERMISSION IS HEREBY GRANTED TO: Cons$.Class: SB Contractor: License: JAMES HARRITY 052260 Use Group: R3 Lot Size(sa.ft.): 186001.20 Owner: EQUITY BUILDERS REALTY TRUST Zoning: RR Applicant: JAMES HARRITY AT: 408 BRIDGE RD Applicant Address: Phone: Insurance: 41 CORTICELLI ST (413) 585-8025 FLORENCEMA01062-1240 ISSUED ON:5117105 0:00:00 TO PERFORM THE FOLLOWING WORK.-CONSTRUCT (2) TWO STORY ADDITIONS TO CREATE3 FAMILY CONDOS POST THIS CARD SO IT IS VISIBLE FROM THE STREET Building inspector Inspector of Plumbing Inspector of Wiring D.P.W. g p Underground: Service: Meter: g Footings: Rough:Rough. •r Rua Rough: House# Foundation: d`C (/ C � Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Insulation: Rough: Oil: -QS �� _ �� Final: 6 t� �—f3'�•S..•c?-�i1 Final: Smoke: Ca Vw1 /110, AA THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occu anc s nature: Date Paid: Amount: FeeType• Building 5/17/05 0:00:00 $1463.00 212 Main Street,Phone(413) 587-1240,Fax: (413)587-1272 Building Commissioner-Anthony Patillo MEMEMr