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10-025 (2) . . © 3' V.T.R. M$Aorwood Homes / 1 1/2" 1/2 1 /2" 46 PleoeoM Volley Rood ,,\\NC' J� / / O / © 1/2 P. R ou ro I 169 112 P Crow PA 77963 / © © C LAV \ 1/2" (570)345 -0387 / L A V © 1/2" \ (800)445 -4898 © r V.T.R. 1 1/2" \ 1 1/ bp° b 1 2" I / FROM FIRST PTRAP © 1/2" IQ __ — • 1/2 / / \ 1/2 "1/2 "X = /2• 3" V.T.R. 1 1/2" O A 1 1/2• - KIT SINK l ■ / 1/ 2'' \ / O TUB /SHWR • 1/2" \ " 3/4 " 3/4' 1/2"/ \ LAV / © © O - Qi 1 1/2" WC 1/2" \ \ ...-• \ i : 1/2• TUB LAV © 1 1/2" ' 2" O PTRAP 1 / 2 " > 3/4, 3/4 "/ 1/2" 1 1/2" 3' V.T.R. 1 1/2 1/2" " 1/2" PTRAP D © 2" 1 1/2" 1 ,ex \ 1/2 " 1/2 1/2" \ 1/j • i • WC 1 1/2' 3" 3 "O. I O 11/2" © %,i 1/2" /2 \ • 1/2 1/2" 1/2 WC / MASSACHUSETTS NOTES g ' INA : 1 1/2" O W/L TO 1 / 2 1/2" / -- - O © O ► 3 3" © / < 2 / " N7 FIRST FLOOR O°k / NU ALL VENT STACKS WHICH PASS THROUGH THE RODE MUST TERMINATE 18' TD 21' 1 1 /2' F©3 ©3' 3" \ � 1/2 LAV 'C � ABOVE THE ROOF LINE. ALL VENTS 3' DIA AT ROOF FOR FROST CLOSURE 3" 3" O D O A 2" (::) 3" �� M3) \ \ 1/2" SS / M2) (SEE LLL TRAPS SHHALL HAVE CLEAN OUT PLUGS. -- — © G 1 1/2" / / KITCHEN SINK PLUMBING SHALL BE PREPARED FOR DISHWASHER INSTALLATION 2" Q 1 1/ O WASHER EVEN IF DISHWASHER IS NOT BEING INSTALLER FITTING SHALL BE INSTALLED O © 1 1 2 ©A 3" DWV TO O / TUB / OR IT MUST BE ASSURED THAT SITE PLUMBER CAN READILY INSTALL. / FIRST FLOOR / / 1/2" • 1/2" M4) V T�EXTENDINO FROM A POINT STUBBED BELOW THE FLOOR INSTALLED MIN ✓24 IN F ABOVE 1 ] [2 / INLET • THE REEF LINE. VENT STACK TO CAPPED EACH END AND LABELED AT EACH FLOOR /ATTIC 2' (pJ / 1" LEVEL. STACK WAY BE INTERCONNECTED TO DRAIN VENT SYSTEM IF BASEMENT FIXTURES ARE © 3" V.T.R. 3/4" TO BE IMMEDIATELY HOOKED UP TUB/SHWR O FV / 2" W/� TO 0 1/2" \ Ms) AIR ADMITTANCE VALVES NOT PERMITTER PT 2 np c Q��/ i 1/2" O SECOND FLOOR 3/4. : j M6) WATER CLOSETS TO BE INDIVIDUALLY VENTER (NO VET VENTS FOR STOOL) SF/ D M7) THE KITCHEN TRAP SHALL BE REMOVABLE ALL OTHERS ARE TO BE SOLIDLY GLUED, n / 1 1 /2" 2" • '' 3 / 4 " NO SLIP JOINTS ON THE 'HOUSE SIDE' OF THE TRAPS. ' l - - 1/2"' �+/ MB) PLASTIC WATER LINES ARE NOT PERMITTER / © . O 2" WASHER 1/2' \ / 1 1/2" 2" PTRAP I 1/2� i 1/2" \ \ \ 3 / 4 " © 1G " O 2" KIT SINK l \ \ 1 /2• 4 /2 / 1/2 3 / 4 \ \ \ W DWV DIAGRAM i/2 \ • \ CC CO PLUMBING CONNECTIONS SHOWN © /4" , ...,;> T IN HATCHED AREA 3/4' / REQ / N UIRE FIELD CONNECTION KIT SINK1 O 2 VENT THRU ROOF CC 1 1/2" v O 1 1/2" WATER SUPPLY OPT ICEMAKER 30"/ 3/4" w w /� 1 1/2" V.T.R. DOUBLE SINK w O LONG TURN ELL PTRAP 1 1 2' 1 1 A / 3 4 • 1/ 0 ° < 0 DIAGRAM B ELL / O O 3' PLUMBING CONNECTIONS /� \ / 1/2 • WC 45L I 111/111111j. = U = O CD. SHOWN IN HATCHED AREA L X © • WC REQUIRE FIELD CONNECTION 3 / 4 \ \ 1/2" / � 0 C © / 2 \ 1 • Qr / `� OPT. GAR O C VENTING ELL COLD E p TEE F�EL`'� O O © 3" HOT 1/2 \� i/2" if' / AIM DI ,_ - Z. O / O 2" LAV �O L AS / W L I� ASTE / O PTRAP P 6 T VA LVE -� � WITH 5 B O DBL TEE / 3" DWV TO (PER W/H MANUFACTURER) \ MST FLOOR CLEANOUTS SUPPLIED SECOND FL OOR F 3" BY OT PERJ -SITE D PIPE 7 O PT. D/ W AIR GAP FITTING OF PROVIDED) SHALL O LONG TURN TEE WYE CP STATE 1 LO CODE I� r i ' B LOOPED BIGHT AND SECURELY / FASTENED TO COUNTER OR WALL O 0 © 45 ELL 0 P\GF- 3" DISCHARGE PIPE COLD A- -I Z o s, �R F is wi NOTES: OPT, DISHWASHER WITH AIR J a M CD 5 g O L aR r 1 ELECTRICAL CONNECTION AND GAP AND GARBAGE DISPOSAL g cm ct pLI1M NOTES. NAMEPLATE MARKINGS MUST P I BE ACCESSIBLE. I I. CONCEALED PIPING IN UNHEATED AREAS INCLUDING OUTSIDE WALLS SHALL BE 8. BATHTUBS INCLUDING GARDEN, HYDRO - MASSAGE AND HOT TUBS SHALL HAVE AN i PROTECTED AGAINST FREEZING IN PLANT. PIPING SHALL BE KEPT OUT OF OVERFLOW 1 -1/2' MIN, SERVICE y y PROVIDE DOOR OR PANEL LARGE UNHEATED AREAS WHERE POSSIBLE. PLUMBING SHALL BE PROTECTED PER MUST BE ACCESSIBL A A ENOUGH TO REPLACE W/H o APPLICABLE STATE PLUMBING CODE. 9. JOINTS AROUND PLUMBING FIXTURES SHALL BE MADE WATERPROOF AT FLOORS, I `�N Of M,1 v 2. FIRE BLOCKING AT OPENINGS AROUND VENTS, PIPES AND DUCTS AT CEILING, WALLS AND COUNTERS, TOILET TANK EXCLUDED. INSTALLATION SHALL BE yk � " co 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 p � TIMOTHY A. y 0 f HOT WATER PAN WITH DRAIN G LO o PRODUCTS OF COMBUSTION AS PER APPLICABLE STATE PLUMBING CODE. BELOW THE FLOOR MAY BE INSTALLED ON SITE. BALDRIDGE rn O z 3. FIRE BLOCKING SHALL BE PROVIDED BEFORE IT IS COVERED OR CONCEALED 11. KITCHEN SINK DRAIN SHALL BE 1 -1/2' MIN. WITH DISHWASHER OR GARBAGE � , ; „ o MECHANICAL Q 63 I- INCLUDING BEFORE BEING CONCEALED DURING PLACEMENT. DISPOSAL AS PER APPLICABLE STATE PLUMBING CODE. AIRGAP ', ' j `� N0. 43270 (" 1 z'c ti 4 SHLL SAFE BY BEING FORCED NOTCHING 12 ROOF LINE PER THROUGH APP CABLE L STATE PLUMBINGRCAOD SHALL TERMINATE ABOVE + 7 APPROVED � � � . G /STE , � � o �, z v REPAIRED OR REPLACED ALL IN ACCORDANCE WITH THE STRUCTURAL 1 3. WATER SUPPLY SYSTEMS, DRAINAGE, AND VENT SYSTEMS SHALL BE DESIGNED FLOOR DECKING _ .) I / ONAL - * ' N n REQUIREMENTS OF THE CODE. REPAIR TO STRUCTURAL MEMBERS SHALL BE AND INSTALLED IN ACCORDANCE WITH APPLICABLE STATE PLUMBING CODE. Z z COMPLETED PER APPLICABLE STATE PLUMBING CODE. ' / � REFERENCE PROJ: 0 5. FIELD INSTALLED PIPING BETVEEN SECOND AND FIRST FLOORS, BATHROOM TILE 14. WATER HEATERS SHALL NOT BE INSTALLED IN A ROOM USED AS A STORAGE ,,,//,//////,,,/,/,//,////,////// / / / / / / / / / / / / / / „ /,,,� „ / / / /��;� // OCT 0 5 7 nn4 _ -/ ,, . _ AND FREEZE PROTECTION OF CRAWL SPACE PIPING PLUS WORK DONE ON SITE CLOSET. WATER HEATERS INSTALLED IN A BEDROOM OR BATHROOM SHALL BE / P P SHALL BE FIELD TESTED LOCAL PER BUILDING CE ENFRCEMEN TAKEN FROM THE LIVING SPA E AS PER APPLICABLE U STATE AIR WILL COLD ji _ 9�► LIIy{ITED TO / � DRAW N: SHl1T -OF v STATE PLUMBINGPCODE.HALL BE PROVIDED IN ACCORDANCE WITH APPLICABLE HUT / (TY ) FACTORY BUILT PORTIO, r.- W.L 1/2 MIN ANY LINE SERVING 7. IN -PLANT FIXTURE DRAINS AND OPEN PIPE SHALL BE LABELED AND CAPPED, 5 OR MORE FIXTURES SHALL BE 3/4 3/4 INLET Date Signed: September 17, 2004 f DATE: PLUGGED OR PROTECTED IN TRANSPORT. 8-30-2004 a SHOWN FOR MAIN OR FIRST OR SECOND FLOOR APPLICATION SHEET NO.: �w‘ Aol 7 Manorwood Homes 46 Plggnt Volley R000 P.O. Box 169 Route 443 Pln. Or w. PA 17963 (570)345 -0387 (800)445 -4898 REVISIONS a - 3 31= MASTER BATH - GFl RECEPTACLES) • f _I 1---I FiW /I I(HTS 61 4 . 1 I 32 =BATH 2 11) CFI RECEPTACLES) O — — — FAN/ � L Soaker 19 BA712 ° _ BEDROOM -3 1 5 3 - Q6 122sq.ft �6 F ) —1 _ 71 _ j YYY 5 0 MASTER ' 6d il QQ--1 ; D w � _ i ' 12 11 J I B F ��-j BATH � \ yzzz w TIC T r AT C am` f O ..- co i CO O-- -, - - -- 5 0 -0- i j 6 5 (1) 1 1 /a xes /4 w w x 3 cc �A _ ESSJ i LVL MOD i FLUSH _ m 4 I -- -- -1— 1 - -, CEILING x a x a - -- _ 4 5 a 1 ) ' ' 5 (2) 1 1/2 x 9 1/4 LVL EA MOD ir i i 111 4 111011 i i Mb ® / L. — uti, 5 — MASTER BEDROOM _I 13R 25 ft .P - ) sq.. BEDROOM -2 .5- 4 - -- o f L — tx Q 191 sq.ft �_ - BEDROOM -4 U g,- -, 110 sq.ft x o _ F- 4 J� W 4 CV N W �J ' I I 4(b I 1 I 4 I 5 1 - ----I 5 1 CD Cti � `�H OF A i o APPROVED o� TIMOTHY A. fi t. I U PFS CORP MECHANICAL m 00 z o M ECHAICAL - cn .. " No. 43270 " N y I OCT 0 5 1 O P A A� �FGISTERF REFERENCE PROJ: ' C* - APPROVAL LIMITED TO . DRAWN: FACTORY BUILT PORTION ' JLB -- -• . . DATE: 8 -30 -2004 Date Signed: September 27, 2004 SHEET NO.: 6A . Maporwood Homes 46 Phone valley R000 P.O. Dor 169 Route 443 Hoe Grow PA 17963 (570)345 -0387 (800)445 -4898 REVISIONS _ a Bibb 7� I T j 7 i4E1_,,_ & GFP �dC �� i P S I P(P I 1 I 3 29= Dishwasher 1 MOO 4 0 .= W : lo l i KITCHEN F AMILY ROOM = }� GFTfi L. , 249 sq.ft 3 7 NOOK �� 1 Fit: _ 153s.ft -, q 4 L - - -J 1 r � 5 - -- ES I 1GFl I ' II I 4 — 11.7 T /� (� Q — — — rl y \III -"-- M U �_ I ES. W \ BATH 3 Iii OM - - -j - W Q LIVING ROOM w M o cc o - - - -, WPM 211sq.1t o= a DI N ING ROOM ' - g ,, 0 OF 1--1--- I L. %—i l e L to _ _ L---1 , p�` TIMOTHY A. 9 D I j .BALDRIDGE N ` ` � i i 1 MECHANICAL y 3� A PPROVED No. asa7o 3( I 5 �' ; g(fD PFS CORP No. - It I 1 i I 1 S 1pMAl E N 8 1'1 r J 9 OCT 0 5 ?(1(',4 ,i L PPROVAL LIMITED TO , e 4 J E CTORY BUILT POPTIrlf`. x CD Date Signed: October 4, 2004 E i w i 1 J� LEGEND (rerAtoo •� a di) = RECEPTICAL mow = STANDARD LIGHT mow CM= p01FS co 111% CMFED ( NO. 3 di = SWITCHED RECEPTICAL WIRE )j APR 15 1 N14 �� 1 114 Sfg 1.62 � }� N 4, 6,{.7 . 6.6 L W3H1I q 14- 144 Q J I- (� =20 AMP RECEPTICAL 10 CAR. 06 15 1 1614- 1.44 I a C 11 WORK 20 1 w12- 122 Op H =30 AMP RECEPTICAL 12 0RV5R 30 2 111 5.76 Q) W. Z 13 1)11 2M1 2 1410- 5.76 O $ =SWITCH 0 =CO / SMOKE 14 60 2 N14 4- N 15 ow, 60 2 614- 25.61 N Z 8 =THERMOSTAT 16 C/1 40 2 726 REFERENCE PROJ: 17 O11N 50 2 10.56 - 0 =SMOKE DETECTOR i 61 TS= FAN 19 16f .R10 20 1 11412_2160 1.92 20 FROM= 20 1 W12 -2)M0 122 DRAWN: KAU ® =PHONE JACK NEAT 20 2 !1412 -2/10 324 JLB NOTE: AN ARC —FAULT BREAKER IS REQUIRED (BUT NOT LIMITED TO) =TV JACK eo =PANEL BOX 27 1 20 691 1 w12 -7 122 - 26 016 MIN 15 1 11414- 1A4 DATE: ALL BEDROOMS. TWO OF THE CIRCUIT'S THAT ARE STANDARD FOR THE GFI =GROUND FAULT INTERRUPTER 4- =STANDARD VENT 30 (° f1 2 w74- 1 0 6 8-30-2004 SECOND FLOOR OF A CAPE WILL BE ON AN ARC FAULT BREAKER. - I = FLOURESCENT 3D = BULLET 31.32.33 11 ,E ; w;; 1.92 SHEET / NO.: =I = 18" FLOURESCENT 6 =24" STRIPLIGHT .37� 15 1 11414- 1.44 4 V / / - HIGH WIND FASTENING RIDGE — :, VENT kiiak 90 MPH, Exp. C (3 Sec. Gust) ��//��..,, SIDEWALL ENDWALL MARRIAGE WALL M*yood TRUSS TO TOP 1 SCREW TOED 1 SCREW TOED 12" O.C. 1 SCREW TOED Homes 1 PLATE ALONG BOTTOM CHORD 46 Plemoni Vaxq Road TOP PLATE TO 3 NAILS FACE NAILED AND 3 NAILS FACE NAILED AND 3 NAILS FACE NAILED AND P.O. Box 16S 2 S STRAP 48" O.C. WITH 2 WALL SHTG FAST. W/ 4 WALL SHTG FAST. W/ 2 Rosh 443 NAILS STAPLES EVERY 12" STAPLES EVERY 12" Roo Gram PA 17963 ALTERNATE TOP 3 NAILS FACE NAILED AND NONE NONE 7/16" AGENCY RATED '° OPT. ROOF 3 PLATE TO STUDS WALL SHTG FAST. W/ 4 SHEATHING (24/16 RATING MIN • — NIT 235# FIBERGLASS ASPHALT (570)345 -0387 STAPLES EVERY 12" ENGINEERED TRUSS SELF SEALING CLASS A SHINGLES (800)445 -4898 BOTTOM PLATE 1 NAIL 12" O.C. 1 NAIL 12" O.C. STAND. FASTENING (16" OR 24" O.C.) REVISIONS 4 TO DECK RIM *ICE SHIELD TO EXTEND _ JOIST 2' HORIZONTALLY FROM — 5 STUDS TO DECK WALL SHTG FAST. W/ 4 WALL SHTG FAST. W/ 4 WALL SHTG FAST. W/ 2 INSIDE OF EXT. WALL RIM JOIST STAPLES EVERY 12" STAPLES EVERY 12" STAPLES EVERY 12 �' ✓ \ . 15# FELT PAPER ROOF SHTG TO STAND. FASTENING TOWARD MARRIAGE EDGE 14 SHINGLE UNDERLAYMENT 6 TRUSS TOP CHORD WHERE REQUIRED / 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 *ICE SHIELD � BAFFLES INSTALLED 1 PLATE AL BOTTOM CHORD TO PERMIT AIR FLOW 2 TOP PLATE TO 3 NAILS FACE NAILED AND 3 NAILS FACE NAILED AND 3 NAILS FACE NAILED AND ♦ '` 4 i OVER INSULATION STUDS STRAP 32" O.C. WITH 4 WALL SHTG FAST. W/ 4 WALL SHTG 3 - G FAST. W/ NAILS STAPLES EVERY 12" STAPLES EVERY 12 „ � ��1 k' 3 ALTERNATE TOP 3 NAILS FACE NAILED AND NONE NONE ',, I 1i i2 __ / _ \ �_ , . IH �•� -� ' E _ _ PLATE TO STUDS WALL SHTG FAST. W/ 4 AIR FLOW * I' � ► ��`- STAPLES EVERY 12° ! W �_`-n ''r - - " BOTTOM PLATE 1 NAIL 8 O.C. 1 NAIL 8 O.C. STAND. FASTENING am DBL 2x6 STRAP FASTENED TO DBL• 2X4 R30 TO 38 - , ' FLOW �• _ 4 j0 DECK RIM « TOP PLATE KING POST BY MANORWOOD TOP PLATE INSULATION VAPOR 5 STUDS TO DECK WALL SHTG FAST. W/ 4 WALL SHTG FAST. W/ 4 WALL SHTG FAST. W/ 3 AND FAST TO SLOPED SOFFIT D VINYL MI « BARRIER RIM JOIST STAPLES EVERY 12" STAPLES EVERY 12" STAPLES EVERY 12" N WALL COVERING KNEEWALL BY BUILDER ROOF SHTG TO WITHIN 48" OF THE GABLE GM (MIN. 3/8" GYPSUM) 6 TRUSS TOP CHORD END WALLS, FASTEN W/ N STAPLES, 5" O.C. STRAP STAPLE NAIL 90C 48 O.C. 4 2 11- 2x6 STUD WALL 2x4 STUD WALL AIR INFILTRATION 120 MPH, Exp. D (3 Sec. Gust) 1 (#3 S.P.F. 110 2a O.C. 5 3 R19 INSULATION sIDEWALL ENDWALL MARRIAGE WALL « 6" OR 24" O.C. 16" OR 24" O.C. 130D ts" O.C. o.c. 6 4 ( # S.P.F.) W/ VAPOR BARRIER BARRIER (OPTIONAL) 1 TRUSS TO TOP 3 SCREWS TOED 1 SCREW TOED 12" O.C. 2 SCREWS TOED N - PLATE ALONG BOTTOM CHORD MI ..... SIDING TOP PLATE TO 3 NAILS FACE NAILED AND 4 NAILS FACE NAILED AND 3 NAILS FACE NAILED AND MD 2 STUDS STRAP 16" D.C. W/ 4 WALL SHTG FAST. W/ 6 WALL SHTG FAST. W/ 4 OM ` 3/8" AGENCY RATED MI NAILS STAPLES EVERY 12" STAPLES EVERY 12" so �.i� ree SHEATHING. 24" RATING AI_TERNATE TOP 4 NAILS FACE NAILED AND NONE NONE OM FLOOR SYSTEM: 3 N 19/32" STURDI FLOOR. PLATE TO STUDS WALL SHTG FAST. W/ 4 M 2x10 OR 11 1/4" ... ■ STAPLES EVERY 12" 6° : � / 20" RATI LLN ENGINEERED TRUSS / BOTTOM PLATE 1 NAIL O.C. 1 NAIL 6" O.C. STAND. FASTENING ... r 4 TO DECK RIM � ( _ _. _ _ -. _.. ____ _ ___ _ _... _. _... _. __. _. _ ___.. 2x6 JOIST FIELD INSTALLATION LL BOTTOM PLATE W 5 STUDS TO DECK WALL SHTG FAST. W/ 6 WALL SHTG FAST. W/ 6 WALL SHTG FAST. W/ 4 16D NAILS FASTENED: f f w RIM JOIST STAPLES EVERY 12" STAPLES EVERY 12 STAPLES EVE RY 12• 2 EVERY 12" < 90C 2ND FLOOR _ 9 °_� DRAFT STOP BETWEEN CEILING r co ROOF SHTG TO WITHIN 48" OF THE GABL SIMILAR MANNER 6 3 EVERY 12' S 110C FLOOR JOIST S L JOIST AND FLOOR JOIST IN T TO C E ND WALLS, F ASTEN W/ STAPLES, 5" O.C. 4 EVERY 12' S 120D ,... iii CEILING SYSTEM: 2x6 MIN. 5 EVERY 12' S 1300 1/2" GYPSUM W 130 MPH, Exp. D (3 Sec. Gust) ' » w m oar SIDEWALL ENDWALL MARRIAGE WALL M _ 0 Q 1 TRUSS TO TOP 4 SCREWS TOED 1 SCREW TOED 12 O.C. 2 SCREWS TOED I » / PLATE ALONG BOTTOM CHORD / OM 1/2" GYPSUM 2 TOP PLA TO 4 NAILS FACE NAILED AND 4 NAILS FACE NAILED AND 3 NAILS FACE NAILED AND _ M STU DS STRAP 16" O.C. WTH 4 WALL SHTG FAST. W/ 7 WALL SHT X G FAST. W/ 5 ) 1 OM 3 8" AGENCY RATED SHEATHING a �t NAILS STAPLES EVERY 12" STAPLES EVERY 12" » a / ALTERNATE TOP 4 NAILS FACE NAILED AND NONE NONE — ! i \ « 24" O.C. OR BET A 3 PLATE TO STUDS WALL SHTG FAST. W/ 7 » STAPLES EVERY 12" N g BOTTOM PLATE 1 NAIL 5" O.C. 1 NAIL 5" O.C. STAND. FASTENING IM w L FIELD INSTALLED t+ C) :Y: 4 TO DECK RIM ` Sy '"-, JOIST MS t g 5 STUDS TO DECK WALL SHTG FAST. W/ 7 WALL SHTG FAST. W/ 7 WALL SHTG FAST. W/ 5 S 8d NAILS 8 0.C. VAPOR BARRIER N APPROVED RIM JOIST STAPLES EVERY 12 S EVERY 12 STAPLES EVERY 12 2x- CEILING JOI me 19/32" STURDI FLOOR. ROOF SHTG TO WITHIN 48" OF THE GABLE 2O" RATING 6 N TRUSS TOP CHORD END WALLS, FASTEN W/ r § P FS CORP _ o t STAPLES, 5" O.C. - F — ti STRAP -26GA X 1 1/2" FASTENING OF SECOND 1/... ,/ m OCT 0 5 ?�04 STAPLE -16GA X 1 1/2" X 7/16" CROWN NAIL -0.131 X 3• FLOOR TO FIRST FLOOR 11 FL OOR SYSTEM: INSULATION AS 0 In g *NOTE: SEE COVER SHEET FOR WIND SPEED CONVERSION CHART. 2x10 OR 11 1/4" REQUIRED PPROVAI. LIMITED T (FIELD CONNECTION) ENGINEERED TRUSS \ tCTORY BUILT PORTI c , 6 LALLY COLUMN /PIER INSIDE OR OUTSIDE _ i 1 1 1 FOUNDATION WALL L.42' _ ,: INSULATION AS REQUIRED. TYPICAL CROSS SECTION 9 � FURNISHED AND INSTALLED I \ r ROOF PITCHE 12 BY OTHERS �ti o � TIMOTHY A. E � Q • - 2,3 I 2,3 p 1 FL OOR SYSTEM PERIMETER BAND JOINTS TO BE STAGGERED WITH NO SPLITS OR CHECKS. o �, 1 a 1 2 3 f BALOR 2. 2x8 OR 2x10 FLOOR SYSTEMS DO NOT HAVE HEAT DUCT CROSSOVERS (HDCO) THRU THE RIM f" OD JOISTS AND NOT TO BE CUT OR DRILLED THRU ON SITE UNLESS PROPERLY ENGINEERED BY OTHERS. o MECHANICAL rn CO 3. A DOUBLE 2x12 RIM JOIST MAY BE NOTCHED OR DRILLED AT THE FACTORY TO ACCOMMODATE " 43270 CO a 4 4 i THE HDCO. THIS HAS BEEN ENGINEERED FOR THIS CONDITION AND THE FOUNDATION BY A GlSTCR��`�� REF PROD: COMMODORE /MANORWOOD, HAS BEEN DEVELOPED ACCORDINGLY. ANY CHANGES TO THE RIM `c c, 0 4 t JOIST ON -SITE MUST BE PROPERLY ENGINEERED BY OTHERS. S S /DN AL E� - i f 4. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION 200. ll i 5 ►= =. 5 5. OMIT FLOOR INSULATION WITH HEATED BASEMENT. - DRAWN: -- — - - - - - 6. HABITABLE SPACE, HALLWAYS, CORRIDORS, BATHROOMS, TOILET ROOMS, LAUNDRY ROOMS, ' JLB AND BASEMENTS TO HAVE A MIN. CEILING HEIGHT OF 7' -D" PER SECTION R305 OF THE IRC. DATE: __— 11 11 7. FIRE STOPPING SHALL COMPLY WITH SECTION R602.8 OF THE IRC. e 5 8. THERMAL CALCULATIONS WILL BE SUBMITTED TO LOCAL BUILDING DEPARTMENT WITH PERMIT 8 -30 -2004 ■ ENDWALL FASTENING MATE WALL FASTENING ! SIDEWALL FASTENING 9. FASTEN A RIDGE BM Q AND /OR RIDGE RAIL AT MATING LINE TOGETHER WITH #8 X 3" WOOD Date Signed: September 17, 2004 SHEET NO.: 9 c. SCREWS 32" O.C. 4 WM Meworwood NOTES: Homes 46 Pteosonl Volley Rood P.O. Box 169 Route 443 EXTERIOR LIGHTS TO BE SHIPPED LOOSE FOR ON SITE INSTALLATION BY OTHERS P;. (}ow PA 17963 (570)345 - 0387 SIDING FOR ENDS IS SHIPPED FOR ON SITE INSTALLATION BY OTHERS (800)445 - 4898 REVISIONS HANDRAILS, STOOPS ,STAIRS,GUTTERS,DOWNSPOUTS AND SPLASH BLOCKS ARE FURNISHED AND INSTALLED BY OTHERS IN ACCORDANCE WITH STATE 12 AND LOCAL CODES 1 9 THE SIZE AND NUMBER OF WINDOWS VARIES ACCORDING TO EACH INDIVIDUAL FLOOR PLAN. MASONARY VENEER OR OTHER FOUNDATION FACING IS FURNISHED AND SITE INSTALLED BY OTHERS ALL DRAIN AND WASTE VENTS SHALL TERMINATE A MINIMUM OF 12" ABOVE THE ROOF LINE. $ MASS. : ALL VENTS WHICH PASS THROUGH ROOF MUST TERMINATE 18" TO - 24" ABOVE THE ROOF LINE. PATIO DOORS AVAILABLE ACCORDING TO FLOOR PLAN SIDING SHOWN IS 4 ", OTHER SIDINGS ARE AVAILABLE TERMINATION HEIGHT OF METAL CHIMNEYS WILL BE A MIN. 3' -0" ABOVE THE HIGHEST POINT WHERE THEY PASS THRU THE ROOF AND A MIN. RIGHT SIDE ELEVATION OF 2'-0" HIGHER THAN ANY PORTION OF A BUILDING WITHIN 10'-0" (CHIMNEY TO BE INSTALLED ON SITE BY OTHERS) -: ATTIC ROOF SPACE VENTILATION SHALL BE 1/300 OF ROOF AREA WITH ' UPPER HALF PROVIDING 50% OF VENTILATION Z 1.11 CC cc , O N / w ( cc I 1 // -0 0 N < g 2 U = g" 12 9 0 0 Po W o CI cz APPROVED w PFS CORP ° o ° z OCT 052004 J -= CM w cc APPROVAL LIMITED TO FACTORY BUILT PORTION 1 0 El El p� TIMOTHY A 9 G Q a • — Z .BALDRIDGE 00 N r Co I 1 o MECHANICAL " Ql w No. 43270 N g 2 . �� ( g REFERENCE A NCE PROJ: 8 DRAWN: ✓ JLB DATE: 1 3 °-2°°4 LEFT SIDE ELEVATION Dat Si gned: September 17, 2004 SHEET NO.: �w 3B i Meorwood 'tomes 46 Pleasant Valley Rood P.O. Bor 169 Route 443 Fine Grow PA 17963 (570)345 -0387 (800)445 -4898 R EVISIONS -�— — — ■ 1 w CC co O "— c w E _, 5 ¢ N E 0 U - 1 ` o oW J X Q w E.6_ J < cc f r- ti J W F- N W Er 1 1 x 0 REAR ELEVATION �� ey a w _ � ` �HOFM�s S4 o TIMOT A. G a APPROVED BALORIDG co r o MECHANICAL Of Li PFS CORP "43270 N 7'SG /STE.R'# REFERENCE PROJ: OCT 0 5 2004 S - APPROVAL LIMITED TO ✓ DRAWN: JLB FACTORY BUILT PORTIOw DATE: 8-3 f 8-30-2004 0 ■ Date Signed: September 17, 2004 SHEET NO.: °� 3A� ~ w ` , Me orwood omes 46 PleoeoM Valley Roao P.O. Bor 169 Root. 443 Plae Crave PA 17963 (570)345 -0387 (800)445 -4898 REN90R5 — - r IiTTJ ____. _ I , _ _ ‘ _ _ w ° Q 0 2 2 d-s. L � O U G L — — — o L — 6 w o �ti _ N W J LL 1 i r 1 i s 0 Li I �� OF M 4 ° FRONT ELEVATION A T eu ° oR nce a U °° PFS CORP ao N MECHANICAL C73 u , c) No. 43270 " , N N OCT 0 5 2004 " �b�FC�STev 69, <. REF PROJ: - S S /ONAL E -IC.) B APPROVAL LIMITED TO - . ,#' ' DRAWN: FACTORY BUILT PORTION' JLB DATE: E 8 -30 -2004 Date Signed: September 17, 2004 SHEET NO.: r. If ` 3 ■ if M orwood Homes 46 Reword volley Ron P.O. Bor 169 Routs 443 Fine Grove PA 17963 (570)345 -0387 (800)445 -4898 MOONS =1— — — 14' -11" SPAN pa SECOND FLOOR 1 - 6' -10" SPAN 6' -0" SPAN z SECOND FLOOR FIRST FLOOR • - - 9' -10 / 21' -7" 29' 1" / 38' -3" / T. -- 4' - 11" 14' - 25' - 32' - 3" This plan is NOT to be used to build the foundation I 7. unless signed and approved as final by a Home Story - "' III' 0 representhat d thtr. — — — — — L I _ I MATE — This is to ensure house tativ an orientation Cus cfi :ons, any U C y column locations are accurate. ` INE The GC is responsible for buihtLeads, windows, fireplaces, ra s ga �e , porches, etc s T Q 1 - A A A1/4,-, , • ,i- w z �Q a o co FULL PERIMETER io' gro'r_ c w w FOUNDATION (TYP.) f4: s1041,c E ( 'T" E DATE M o Er -O 7< r B ID> DATE B o U L O U Z A APPROV ; PFS CORP o / 44' -0" / OCT 05 2004 x oo APPROVAL LIMITED TO le 0 N o LL FACTORY BUILT PORTION 1 s NOTES: 1) THE COMMODORE CORPORATION DECLINES ANY RESPONSIBILITY FOR THIS FOUNDATION LAYOUT. 6) PORCH FOUNDATION TO BE INSTALLED BELOW LOCAL FROST LINE & TIED INTO THE MAX. 45 PSF. ROOF LOAD f IT IS RECOMMENDED THAT YOU CHECK LOCAL CODES AND /OR CONSULT A QUALIFIED ENGINEER HOUSE FOUNDATION. o IN YOUR AREA TO APPROVE THE FOUNDATION SYSTEM. 7) FOOTER SIZES SPECIFIED BY PE OR RA FAMILIAR WITH LOCAL CONDITIONS. �` �N OF M4 fs < .. i.. 2) ALL FOOTINGS SHALL EXTEND BELOW THE FROST LINE OF THE LOCALITY. NOTE: ALL DADO'S FOR D.W.V., WATER AND GAS LINE a� 1^ y o TIMOTHY A. G ap V 8) SEE DRAWING FOR MAXIMUM PIER SPACING. chi CROSSOVERS THROUGH THE MATING LINE GIRDER ARE .BALDRIDGE 3) ALL JOINTS IN THE GIRDER BEAM SHALL FALL DIRECTLY OVER A FOUNDATION SUPPORT. r. O 9) FOUNDATION DESIGN DEPICTED IS SUGGESSTIVE ONLY, FINAL DESIGN BY REGISTERED PE OR RA TO COMPLY WITH LOCAL BUILDING CODE. M No. a32 O " N Z N 1 4) EACH CR SHALL BE VENTILATED. OPENINGS COVERED WITH CORROSION FAMILIAR WITH LOCAL CONDITIONS (BUILDER /DEALER IS RESPONSIBLE FOR CONTRACTING THIS REFERENCE PROD: 3 RESISTANT WIRE MESH OF NOT LESS THAN 1/4" NOR MORE THAN 1/2" IN ANY DIRECTION PERSON). A � 'F GISTE 0.9 �� WITH APPROPRIATE AREAS AS FOLLOWS: "ssfONALt.*C1 L. 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 13 DIMENSIONS WITH 3/8" AGENCY RATED SHEATHING ATTACHED TO THE DRAWN: WHERE AN APPROVED VAPOR BARRIER IS INSTALLED, THEN THE OPENINGS MAY BE DETAILS & CROSS SECTION NOTES. MARRIAGE WALLS OF THE HOME. DUE TO FLUCTUATIONS IN SITE JLB REDUCED TO 10 %. CONDITIONS, SET -UP TREATMENTS, MATERIALS, ETC. IT MAY BE / ✓ - 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 ' DATE: 7,' RISE AND RUN - APPROVED LOCALLY. FOR ANY OVER WIDTH CONDITIONS AFTER THE HOME IS INSTALLED O 5) COMPLETE FOUNDATION BY OTHERS, INCLUDING BUT NOT LIMITED TO FOOTING DRAINS, VAPOR THE FOUNDATION. (SUCH MATERIAL i.e. FOAMBOARD, AGENCY RATED 8-30-2004 3 , BARRIER, TREATED SILL PLATE, ANCHOR BOLTS OR STRAPS, STAIR AREA, SLAB & FOOTING HEATHING, etc., MUST BE LISTED FOR EXTERIOR USE AND SHALL BE SHEET NO.: '' REINFORCEMENT, BACKFILL, WATERPROOFING, AND ALL FINISH WORK BELOW THE SILL PLATE. PROVIDED ON SITE BY OTHERS). Date Signed: September 17, 2004 n rz E FOUNDATION DRAINAGE TO COMPLY PER STATE OR LOCAL CODE, WHICHEVER GOVERNS. 2 , • / Meatorwood omes 46 P1"oaom Vary Roao P.O. 6or 169 Route 443 Fire Grove PA 17963 (570)345 -0387 (800)445 -4898 REASgNS &I. • - 6" 4" 44" 64" 4" 6 " ' r --" /— 13' -4" IT0" 4 9 ' -0 .l" 6' -2" , /3' -11" , 5' -11i" 3857 3041 \ \ F I N 3 9. 0 • 0 1 ° Soaker -19 '- /F N, 1 BATH 1 o BEDROOM -3 m 122 sq.ft. -®- Co 4.68 VENT R 8.76 UGHT RarD. '! 1J MASTER I 11.60 aEO D. D VI/ 0 LIGHT PROUD. i II i : ,: - - r nrnc 60 J z_ ° — — HALF (1) 1 1/2 x 9 1/4 LA _ ESSJ WALL LVL EA MOD \ I 1 _ DO OR_ FLUSH _ N 0 / ___ HEADER STATE LABELS CEILING LLI co ON 4 -- 32 I —I yr (2) 1 1/2 x 9 1/4 LVL EA MoD W IM4 :_`E; EE L 6 . 2 J M 3 cc S O t i ! - o MASTER BEDROOM ,� E 2 51 sq.ft. 00 Ov - . BEDROOM -2 20.08 UGHF REg D. 1 0.04 VENT REO D. M 1526 REq'D. -- BEDROOM4 34.80 LIGHT PRROVD O 2a' o LIGHT �PROVD. 110 Sq.ft U 11.60 VENT PROYD. p 4.40 „ UGHT REQ D = ID r7 11.60 UGHT PROUD. 5.80 VENT PROVO. a - O \ \ I l I I I - 1 r; 1 3857 3857— SAFETY 3857 X O 3857 3857 N c r 17 -31" 10 -6" 14' -5" E `� a 6" 1 ' E 4 4" 4 4" 0 40' -4" 31' -11" 22' -0" 12' -1" 3' -8" o ° / 44 -0° / ` •tN OF MISS Q z q J 6 SECOND FLOOR • pa TIMOTHY A. �t 03 VI c� z BAI.DRIDGE ,`^.. I n A PPROVED ' MECHANICAL Z z 8 -0 CEILING - No. 43270 ti N z N PFS CORP F REFERENCE PROJ: �b� c�sTC �� SSIOMAI E� G� - L i OCT 0 5 2004 DRAWN ✓ .# JLB • f APPROVAL LIMITED TO DATE: FACTORY BUILT PORTION 8 - 2004 SHEET NO.: N 1 11/4., Date Signed: September 17, 2004 1 A / Mows -wood Homes 46 Pleyeoel Volley Row P.O. Box 169 Route 443 Phre Crory PA 17963 (570)345 -0387 (800)445 -4898 REVISIONS 6" 43" 1' -0" 4i" 7' I 11' -0" / 11' -4" M/ I/1 7 16 -91" / 3433 Hose Bibb Phi1i 3 3857 \ \ 7280 -SG W I I I 1 I I 1 a A S — — ■ m PLATE, PFS, I do STATE LABELS KITCHEN j FAMILY ROOM o 249sq.ft M 19 . 9 2 LIGHT RQ E 'D. 9.96 VENT REQ'D OD NOOK HALF WALL 23.20 LIGHT PROVO. 3 — — 1 153sq.ft W/ WOOD CAP 11.60 VENT PRWD. $1. ` 12.24 LIGHT REQ'D. CL 0 32.5 LIGHT PROVO. -t4 ID 16.2 VENT PRWD. to M 1111 r] 1 / DOOR DOOR 'v _ _ _ HEADER I I HEADER _ cc I \ — L — 30 - -- 1 — I- CJ N HEADER D "I Q M oo�[ DOOR 2tx2tl s 1 141 1 CH SE ", BATH 3 o � O LIVING ROOM 0 Q �'� su� 211 sq.ft. M z DINING ROOM Ill 16.88 LIGHT REgb. ° ` 3 Q 8.44 VENT REQ D. V' — 1 17 .ft 9 sq 34.80 LIGHT PRWD. A 14.32 LIGHT RUM. - ' 111 . 1 28• 17.40 VENT PROM Z -a A 7.16 VENT REQ < 1 23.20 .60 � PRWD. o xo J E \ \ I I I 1 1 I 1 - I i . 3857 3857 T 3857 3867 , `V , 2 M E L' o / 17' -8" 13'-10,1" / .I 16'-q' o Z 40' -4" 31' -11" 22' -0" 12' -1 3' -8" APPROVED ��`�N Of M 1ss9 � Q ci-i t SC TIMO A. y �� Lig 44' -0" PFS CO RP f gALDRIDGE F § i � o MECHA H z N m OCT 0 5 ?nu No. 43270 REFERENCE PROJ: 3' I FIRST FLOOR A3 0 1F GI STi 0 ,.. `�.. APPROVAL LIMITED TO ` ` ssioNALEN� � FACTORY BUIL ORTIO' DRAwN: 3 13 CEILING T P __. 401110‘.#? ,/ _ 18 / DATE: % 8-30 -2004 °, SHEET NO.: a N w iii. Date Signed: September 17, 2004 q °45 # T • ‘A. iR • tir wi tA (,44%, _AA • .; .411 t 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 IdeuDorwood P.O. BOX 169, RT. 443 BLOOMSBURG, PA 17185 omes PINE GROVE, PA 17963 AUTHORIZATION NO.: TP1A #2 LABEL LOCATIONS FOR SINGLE DWELLING 46 Nowt Volley Rood THIRD PARTY & STATE LABEL & DATA PLATE P Box 169 AUTHORIZATION EXPIRES: 04 -30 -05 ASSIGNED MFG. NO.: 201 KITCHEN SINK THIRD PARTY & STATE LABEL © FOYER CLOSET Pine croy° PA 17963 **ADDITIONAL UNITS WILL HAVE ALL APPLICABLE PLATES CURRENT CERT. EXPIRES: 04 -30 -05 SPECIFIED IN A CLOSET OF EACH (570)345 -0387 (800)445 -4898 MUMS LABEL LOCATIONS FOR DUPLEX OPTIONS: - - DESIGN CRITERIA � THIRD PARTY & DATA PLATE ® KITCHEN SINK EACH LIVING UNIT — — — K `j" STATE LABEL @ KITCHEN SINK, LEFT LIVING UNIT ONLY CONST. TYPE: 58 , . (•' r - USE GROUP: R / THESE DRAWINGS ARE THE PROPERTY OF MANORWOOD HOMES INC. HEREIN AFTER ! '; - `IV REFERRED TO AS MANE. ) AND SHALL NOT BE REPRODUCED AND R COPIED • WITHOUT AUTHORIZATION. OCCUPANCY: ONE et TWO FAMILY DWELLINGS " 1 MANUF. WILL BE CONSIDERED AS A SUB - CONTRACTOR IN ALL BUILDING PROJECTS, 1j B` • SUPPLING A BUILDING COMPONENT TO A GENERAL CONTRACTOR OR BUILDER. ALL _ ' ` ' NOTES WITH REFERENCE TO "IN- FIELD ", "ON- SITE" OR "BY BUILDER" ARE PERTAINING W STORIES ABOVE FOUNDATION: 2 - TO THE RESPONSIBILITIES OF THE GENERAL CONTRACTOR. a BUILDING HEIGHT ABOVE FOUNDATION: VARIES DUE TO CEILING HEIGHT AND AVAILABLE ROOF PITCH g to �y y THE DRAWINGS IN THIS SUBSET SHOULD NOT BE SCALED FOR DIMENSIONAL REFERENCE. EXTERIOR WALL FIRE RATING: 0 - - ALL DIMENSION LINES AND NOTES SUPERCEDE ANY SUCH REFERENCE. — — — AVAILBLE ROOF PITCH: 9/12 DISCRETE MODELS (PLANS HAVING SIMILAR ROOM ARRANGEMENT OR SPECIAL USE CONDITIONS, // A ..�^°' �3u ►It • ARCHITECTURAL ST(LE) SHALL BE PREPARED FROM THESE DRAWINGS WITHOUT PROVISIONS, UMITIONS: BUILDING SETBACKS AND ZONING REQUIRMENTS ARE THEt�� .' MODIFICATION, ADDITION OR DELETION IN ANY MANNER. RESPONSIBILITY OF THE BUILDER/ DEALER. p" Q�l i THE UNITS NAYLL JOINED TOGETHER TO FOFM N DORLTX 2tUf£ ' fact�Y �� THE COMMON WALL OF A DUPLEX WILL BE OF ONE OR TWO HR U.L. Ig �� RATED CONSSTRUCTION AS REQ. BY STATE CODES V TRUSSES: TOP CORD LIVE LOAD =45 P • TOP CORD DEAD LOAD = 10 PSF �� 3 — — ATTIC STORAGE BOTTOM CHORD LIVE LOAD= 20 PSF CAPE TRUSS BOTTOM CHORD LIVE LOAD= 30 PSF BOTTOM CORD DEAD LOAD = 10 PSF FLOORS: NON- SLEEPING AREAS - UVE LOAD = 40 PSF $ • 1 • CerfPif SLEEPING AREAS - LIVE LOAD = 30 PSF DEAD LOAD = 10 PSF OR ACTUAL WEIGHT LL CC CO WIND SPEED: 110 MPH, EXP. C (3 SEC. GUST) WIND SPEED CONVERSION CHART D RAW I N G INDEX 1 — FASTEST MPH 3 SEC. GUST CO SNOW LOAD: 45 PSF 75 90 /c NO. DESCRIPTION DRAWN REV. DATE W w ac O CC 80 0 FIRE PROTEC110N SYSTEM: SMOKE ALARMS AS PER STATE CODES 90 110 /C 0 COVER 08.30.2004 N/A N/A 8 0 j FLAME SPREAD IS LESS THAN OR EQUAL TO 200 (CLASS III) 100 120/C 110 130/c 1 FLOOR PLANS AND NOTES (FIRST FLOOR) 08.30.2004 N/A N/A o = a _ ALL SMOKE ALARMS ARE TO BE PHOTO- ELECTRIC 1A FLOOR PLANS AND NOTES (SECOND FLOOR) 08.30.2004 N/A N/A HEATING SYSTEMS: ELECTRIC BASEBOARD: 250 WATTS /FT PLANT INSTALLED E A HOT WATER BASEBOARD: 550 BTU /FT W/180' deg. WATER 2 FOUNDATION 08.30.2004 N/A N/A o ca 0 1 GPM. RADIATION INSTALLED, STUBBED THRU FLOOR, FIRST FLOOR N/A N/A N/A U INTERCONNECTED TOGETHER WHEN POSSIBLE. 2A FOUNDATION DETAILS LI FORCED HOT AIR, METAL OR FIBERGLASS DUCTWORK PARTIALLY INSTALLED 3 ELEVATIONS 08 N/A N/A FURNACES AND OR HEAT PUMPS TO BE INSTALLED ON -SITE ACCORDING 0 t TO ALL STATE AND LOCAL CODES. 3A ELEVATIONS 08.30.2004 N/A N/A as 3B ELEVATIONS N/A N/A N/A VENTILATION: BATH FANS TO PROVIDE A MINIMUM AIR EXCHANGE OF 50 CFM 1-- $ KITCHEN RANGE EXHAUST FAN TO PROVIDE AN AIR EXCHANGE 4 CROSS SECTION 08.30.2004 N/A N/A 1y OF 100 CFM AND MUST BE VENTED TO THE EXT. UNLESS RECYCLE TYPE o Ll1 HOOD IS BEING USED. 5 MISC. DETAILS, TYP. 08.30.2004 N/A N/A 9 6 ELECTRICAL (FIRST FLOOR) 08.30.2004 N/A N/A x w '� 6A ELECTRICAL (SECOND FLOOR) 08.30.2004 N/A N/A gN o lc 1. IT IS MANDATORY FOR THE BUILDER TO COMPLETE THIS HOME IN 7 D.W.V. & WATER LINES 08.30.2004 N/A N/A COMPLIANCE WITH ANY LOCAL OR STATE ENERGY CONSERVATION a I a. FLOOR REQUIREMENTS. ADDITIONAL SITE WORK MAY BE, BUT NOT LIMITED TO: 8 GAS LINES N/A N/A N/A o b. FOUNDATION INSULAw ONP (SEE MASS. CHECK) .. OF ,4 L'.2' TRUSS DETAILS (SEE ATTACHED) 08.30.2004 N/A N/A d c. PERIMETER INSULATION- SLABS o � ' TIMOTHY A. G THERMAL COMPLIANCE (SEE ATTACHED) 08.30.2004 N/A N/A u) f d. INSULATION- PIPING EXPOSED TO UNCONDITIONED SPACES BALDRIDGE r ° THE ABOVE MUST BE ACCOMPLISHED WITHIN STATE CODE REQUIREMENTS. a MECHANICAL -- O z ` No. 43270 " < , ~ c t 2 W BULER T E UTILITY PRIOR OBTA NINIGAPIERMANENT . , ,Pf G /si - 0 0) Z SI ELECTRIC SERVICE. � S S VIALE � G N ,- z Z REFERENCE PROD: Timothy A. - iv MASSACHUSSETTS Baldridge ��B" $ MA STATE BUILDING CODE, CURRENT EDITION MA FUEL /GAS /PLUMBING CODE Progressive Date Signed: September 17, 2004 DATE: 1993 BOCA NATIONAL MECHANICAL CODE W/ AMEND. Engineering, Inc. 8 - 30 - 2004 2002 NATIONAL ELECTRICAL CODE W/ AMENDMENTS SHEET NO.: 0 .-:1,5 .-:1,5 . ( if 4- 7 U } w 1 any r e ;4 e*Nc44‘ 1 T c ?,1 Jo sus - 4 { .S 0 m 0 - (D 9 - (D Q- Job Truss Truss Type Qty Ply MANORWOOD 274 PA * 26133 0J042102 HINGED ATTIC 1 1 14' WIDE 9/12 OPEN JOIST MONO r t: DSG: AJS REF tl 2741285 = Universal Forest Products Inc, Grand Rapids, MI 49525, A.J. Strong 6.000 e Feb 19 2004 MiTek Industries, Inc. Sat May 08 18:09:11 2004 Page 1 13 -7 -14 27 -3 -12 �n�'tk Q. Collar Tie 1 -7 -14 13 -7 -14 \ ^ Mat tilt #x y ; s `:•• s -.41 -Attach ip O a D e so-ucua ti / s `�� t r t ' t ` " .., 'S :::, : GAH j' y ,� `C i Ck 'i V 'IN �•a c neraae 4.3 y `w 1., f ,'K• a- o c a/subi d` �f-53er7 ; :, x W - .. �� ss7 _280# #t or it z ,r Ca _ e : tkiv dAN zc O e� �� E 280# < �f m sfAL s 2 ', yo O nA Sides 4.: -- . 8 9 12 1 t 5 tf tif57d ' w Opposite . `C J 4 -0-0 Truss fabricator to r •_ = wsz a re.� pmrTe:pneorpnoer �� CAN provide connection r ,s • c fi L t .a r €� •'" 4•. o •. „.. k ,. ' k -- BFH,eE Optional 1 -0 -0 Cantilever resist forces shown t 5F a ' - F' ' "`� � s BEHlkE as % e F�S1 N tt13rn . +` ' . RE ACTIONS (Ib /size) S \ • t = 980/03 -8 C i / ✓ , 11 = 980/033 r - 13 = 563/03-0 M pnwrW r ere4 1 n «a NT BEH18D Max H012 AS Ate/ sFRA1 lga y� C O 9d -4 1 - 496(loadcase 6) + � � ksr F fJ OhtJ510NAL��^ H H B16 • „ Max U KE4I c9 , 0 • e _Tt ez . $ , 1 - - 398(loadcase 8) �. : a t' R KEYItd VV. FREEMAN ,I■ ®■ 1 ■ ®■ � � ° ,____6. 11 = 400(Ioadcase 9) AN �' NaA s = z " I vcsum �° Conn r3750o .1 Max Gray = - 26(load case 8) '- �: yr/ � ,O EF 'i1f1EEA _ - .. :.r iF83fi f.2 1 pt 1 0-0 Carl 13_7_14 78,Ob) Opt 1-0-0 Cant M ��. - .1 S 6 y �` fl -8 -1 13 -7 -14 21 -0 -0 25 -7 -0 27_3_12 1 1077(loedcase 11) 4' zos � ' u 11 1081(load case 12} 11. C3NA4 y OH j. - ti sw r 1 -8 -12 7 -4-2 7 -4 -2 4-7 -0 1 -8 -12 13 = 575(IOad case 10) M�r1 w4 3N r 4 Plate Offsets(XY): [1:0 -8 -700.6] [2 :0-0- 110 -1 -10] [3 :0-0- 110 -1 -2] [9.0 -0- 110 -1 -2] [10:0 -0 -110 -1 -10] [11:0- &70 -0 -61 n 'LOADING (psf) SPACING 2 -0-0 CSI DEFL in (10>) 1ldefl Ud PLATES GRIP O TCLL 40.0 TCDL 7.0 BCLL 10.0 BCDL 10.0 Plates Increase 1.15 TC 0.58 Vert(LL) -0.28 13-14 >582 240 M1120 187/144 Lumber Increase 1.15 BC 0.53 Vert(TL) -0.3713 -14 >443 180 MII18 141/138 l Rep Stress Incr YES WB 0.96 Horz(TL) 0.01 11 n/a n/a Code IRC2000 /AN5195 (Matrix) Weight: 17015 i 0 LUMBER FORCES (Ib) - Maximum CompressioNMaximum Tension 10) Bottom chord live load (20.0 psf) and additional bottom chord 20) Provide connection for force indicated between bottom chords of T OP CHORD 2 X 10 LSL Truss Grade 'Except' TOP CHORD dead load (0.0 psf) applied only to room. 13-14, 12 -13 opposing truss halves. IPJ' T14 2 X 6 SPF No.2, T162 X 6 SPF No.2 1 -2 = - 1143/485 2 -3 = - 933/502 11) Provide mechanical connection (by others) of truss to bearing 21) The structural adequacy of this building component was evaluated T17 2 X 4 SPF No.2, T18 2 X 4 SPF No.2 3-4 = -923/829 4-5 = - 277/117 plate capable of withstanding 423 Ib uplift at joint 1, 425 Ib uplift at using the following method: BOT CHORD 9-3/8" OJ 3 X 2 SPF No. 2 5 -6 = - 173/135 6-7 = - 171/133 joint 11 and 52 Ib uplift at joint 13. 1 - The roof rafter 8 cdlar fie were designed in accordance WEBS 2 X 4 SPF Stud `Except* 7 -8 = - 281/117 8-9 = - 923/629 12) Truss members shall net be out, drilled, sliced, notched or w /AFPA NDS -97. W99 2 X 6 SPF No.2 9-10 = -933/498 10-11 = - 1143/480 otherwise altered without written approval of the design engineer. 2 - The open joist was tested in accordance w/ IBC 2000, Sec. LBR SCAB 4 -8 2 X 6 SPF X No.2 one side BOT CHORD 13) Take precaution to keep the chords in plane, any bending or 1714, Preconstruction Load Tests, and Sec. 1714.3.1, Test 1 -14 = - 280/758 13-14 = - 280/758 twisting of hinge plate must be repaired before the building is Procedure. Reference NER 502 for information on the open joist. BRACING 12 -13 = - 280/758 11 -12 = - 280/758 put into service. 22) This buss is a revision of OJ042101. Changed wind speed to 110 mph. TOP CHORD WEBS 14) This truss has been designed to meet 2000 IBC Section Sheathed or 6 -00 oc purlins. 4 -8 = - 622/643 3-14 = - 308/321 2308.10.7.1;2000 IRC R802.10 . BOT CHORD 9-12 = - 308/318 15) This truss has been designed to meet 2003 IBC Section Rigid ceiling directly applied or 9 -10 -10 oc bracing. NOTES 2308.10.7.1;2003 IRC R802.10 . WEBS 1) Wind: ASCE 7 -98; 110mph; h =30ft; TCDL= 4.2psf, BCDL58.Opsf; 18) This truss has been designed to meet 2000 MI Building Code, 1 Row at midpt 4 -8 Category 11, Exp C; enclosed, MWF RS gable end zone and C -C Sec. 2303.4. Exterior(2) zone; cantilever left and right exposed ; end vertical left 17) This truss has been designed to meet 2003 MI Residential Code, REACTIONS (Ib /size) and right exposed; Lumber DOL =1.60 plate grip DOL =1.33. This truss Sec. R802.10.1. 1 = 1032/0-3-8 is designed for C -C for members and forces, and for MWFRS for 18) This truss has been designed to meet 2002 BCNYS sec 2303.4 11 = 1032/0 -3 -8 reactions specified. (Building Code of New York State) 13 = 626/0 -3-0 F' N F 1 i • 2) TCLL: ASCE 7 -98; Pg= 40.0 psf (ground snow); Category II; Exp C; 19) This Truss has been designed to meet 2002 RCNYS 9802.10.2 r. Max Harz Partially Exp.; C1 =1.1 (Residential Code d New York State) �� -- - � ' - aau(load case 6) L 4Ct I ! /t •. 3) Roof design snow load has been reduced to account for slope. APPROVED FILE y3-.', I4 4) Unbalanced snow loads have been considered for this design. 1 - 423)1004 cam B) 1 •iii 5) This truss has been designed as per IBC Sect. 1605.3.1.1 Load [� CORP - 425(l 52(lo cast . ad d er 8 9 ) , Nc v Sr ,�,' reduction, for multiple live loads. ) P P unroerzai voresr rrmucrs roc 21301 sl BASF Be_TUHB r.D. nB .7 V1SJJ +s>r r B All plates are MT20 plates unless otherwise indicated. WARNING - Verify design parameters and READ NOTES PHO isiFaxtsis }3ssooso cRnHD BELTUN RD Max Gray ,r t9 y 7) See BEH 18 DETAILS for plate placement. Tnz amp Is based unry Leon parameters and is for a d orb la g mmwnentto be installed a,d loaded vemcary. Amicably of design aaramerers r �1 42(load ca e11) 8) Provisions must be made to prevent lateral movement of hinged and propernmrporaron or component is o brytb;ldga g designer Bracing h foraterasvppod orndmdu0 web members orry 0 (1i O 200� 451oad ca.e l2) me lladdi during transportation. nadnonal temporary bracing to nsure stability e g m p bIy m n erector add 1e bran, bran of, oaerail structure the e re 4+ ( 9) All additional member connections shall be provided by others for 0>0890 Be lM or me el;m �y designer -8 general gulden cer gamngrabrcadon,g Try tag a live ry . recron and braong corcw osT ee aa�n Standard. Standard. 1 � 13 = 826(load cam 1) D5689 Bracing eoricaion. and H1B- M Handling lnstallbg and Bracing Recommendation available from Truss PI ore Institute, 503 ECM drip Dare, M a dson, NA 53719 forces as indicated. J amppo0Atlteksupdtermlaesu1 znlemplate n cc/might 2604>7 UniversA Forest Products Inc APP LIMITED TO FACTORY BUILT PORTION Permit Number • rrr 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 16 \HOME STORE_HARRITY 16.rck PROJECT TITLE: NS304 -AB / HARRITY 16 CITY: Northampton 0HOFgt STATE: Massachusetts ,t 0 '4)' s q�, HDD: 6404 s- TIMOTHY a t ? .841,DRIDGE r . CONSTRUCTION TYPE: 1 or 2 Family, Detached MECHANICAL ti No.43270 HEATING SYSTEM TYPE: Other (Non - Electric Resistance) WINDOW / WALL RATIO: 0.12 DATE: 08/30/04 DATE OF PLANS: 08.30.2004 DESIGNER/CONTRACTOR: MANORWOOD HOMES THE HOME STORE Date Signed: September 17, 2004 COMPLIANCE: Passes Maximum UA = 377 Gross Glazing Your Home UA = 330 Area or Cavity Cont. or Door 12.5% Better Than Code (UA) Perimeter R -Value R -Value U- Factor ILA Ceiling 1: Flat Ceiling or Scissor Truss 1203 38.0 0.0 36 Wall 1: Wood Frame, 16" o.c. 2283 19.0 0.0 119 Window: 3857: Vinyl Frame, Double Pane with Low -E 211 0.350 74 Window: 3041: Vinyl Frame, Double Pane with Low -E 9 0.350 3 Window: 3433: Vinyl Frame, Double Pane with Low -E 8 0.350 3 Door: 3680: Solid 40 0.180 7 Door: 7280: Glass 40 0.390 16 Basement 1: Solid Concrete or Masonry 1141 11.0 0.0 72 Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 8.0' Furnace 1: Forced Hot Air, 78 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, 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 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. /� APPROVED • Builder/Designer___ Q �� i • Date 09/17/04 PFS CORP OCT 0 5 1■ APPROVAL LIMITED TO FACTORY BUILT PORTION 1 t hPe t 0 20 y ,r ,53d. bre i - 13 , 0 m C) (D a) • (D Q J ob Truss Truss Type oty Ply MANORWOOD 274 PA * 26133 0J042102 HINGED ATTIC 1 i 1 14' WIDE 9/12 OPEN JOIST MONO - et DSG:AJS REF # 2741285 Universal Forest Products Inc., Grand Rapids, MI 49525, A.J. Strong 6.000 e Feb 19 2004 MiTek Industries Inc. Sat May 08 18,0911 2004 Page 1 13 -7 -14 27 -3 -12 � A \ \ n b� S ;`m+ Q c r 13 - - 14 1 3 -7 -14 �h 4a MEf+' m "r �{-r � a 191 9 3,,�{{,Ai'' 6 • ' 1 5� e [ �� a a � j � y, q � ,c%.� 'Ca i" Akdj�' t r y 'Y'' Kt-iIN { �p / coon aTSnol / `. Y •(. yF. x - V! �� t,7 e••. � va . s „/ . » ».:: `+ z�r.�� }see : E --280# r � tI 8 I! C i ' n�t) , e4 7,1e�eca t , • va n s z _ Miles Opposite Pace / Z �'. ... ........ _ soolt2 ( .'rT^� � ty ` - 041273 L' `G 1401 pone nn Nod sns 1 -0 o Truss fabricator to n i � 4 /, e--a• i '7 n CAN /,vide connection °i UBa '` /,' s /4, " 'r � b w� n CO bE -/ BE 0E Optional 1 -0 -0 Cantilever resist forces shown � h tf 5 , 7 ` ; ! F J ,s,*r V _ REACTIONS (Ib /size) .._.r- nr ” "'' -:"'NN, 1 = 980/03 -8 (D % : %� i t = 980/03.8 tt "'r t - — i 13 = 563!03 as f OH ty' �„aue tayr,f 4L1M \•r£9C :. ' "� 748 �. nr r HrJ •e p ! r 5 ' i t . �� t-v • k 46 �T9cl =vzo .. O • e 6EI+ Max Horz _ � , � 'Y �''+ � O f `� 1 i� �'" '� y 0a - "a 1 - 496(load case 6) vT 1# +�, '\ '. u � T � / ' HC ; I H Hots conn'iTS b, s` } M3xUplift _ _26 oad 9) — KErIN s "` + � } � Tx H } FREEMAN s 0 ) !t C ` 7 ■m ■ICI 1 Pl ®■ ■ _ ,1- AN • , < 1 S�� I11 - 40 load case 9) _ 4 \,,,,,..0 - — ``' 1s ml - - EN rlt1FFR - -'-- �n� r - oa Carl Conn ienwl op 1� -0 can/ i Max Grav '� � ° � p",'�`.r` �. fEUSi5d11 �� 1 -8 -12 6 -3 -12 13 -7 -14 21.0 -0 25 -7 -0 7 -3 -1 1 = 1077(load case 11) ° " � �< ' N e' � v' I I I t 11 = 1081(loed case 12) rs°r r C a� �''�+,,,:;81:::':4.:;.'"-:::'''''''''''' / J MA� `�R;.:M' '"� +.�,,. if + ' vr 1 -8 -12 4 -7 -0 7 -4 -2 7-4-2 4 -7 -0 1 -8 -12 3 = 57 Toad case 10 ) rnt P" "" °rre (u(�r "` Plate Offsets) Y)_it 0-e-7, o-0- 6J,t2:0 -0- 11,0 -1- 101,[ 3: 0 -0- 11,0 -1 -21 I8 0 -0- 11,0 -1 -2J, 110.0 -0- 11,0 -1- 10],111 8.7,0 -0 - LOADING (psf) 6) C) 1 SPACING 2 -0 -0 CSI DEFL in (100) I /deft L/d PLATES GRIP • TCLL 40.0 Plates increase 1.15 TC O.SB Vert(LL) - 0.2813 -14 0582 240 M1120 1871144 TCDL 7.0 BCLL 10.0 Lumber Increase 1.15 BC 0.53 Ved(T L) - 0.3713 -14 >443 180 MI115 141/138 Rep Stress Inc/ YES WB 0.96 Horz(TL) 0.01 11 n/a 0/0 • BCDL 10 Code IRC2000/ANS195 (Matrix) Weight. 1701b li LUMBER FORCES (Ib) - Maximum Compression /Maximum Tension 10) Bottom chord live load (20.0 pst) and additional bottom chord 20) Provide connection for force indicated between bottom chords of 3 T OP CHORD 2 X 10 LSL Truss Grade Except TOP CHORD dead load (0.0 psf) applied only to room. 13 -14, 12 -13 opposing truss halves. [Pi T14 2 X 6 SPF No. 2, T16 2 X 6 SPF No.2 1 -2 = - 1143/485 2 -3 = - 933/502 11) Provide mechanical connection (by others) of truss to bearing 21) The structural adequacy of this building component was evaluated T17 2 X 4 SPF No. 2, T18 2 X 4 SPF No.2 3 -4 = - 923/629 4-5 = - 277/117 plate capable of withstanding 423 Ib uplift at joint 1, 425 Ib uplift at using the following method BOT CHORD 9 -3/8" OJ 3 X 2 SPF No. 2 5-6 = - 173/135 6-7 = - 171/133 joint 11 and 52 Ib uplift at joint 13. 1 - The roof rafter 8 collar be were designed in accordance WEBS 2 X 4 SPF Stud `Except` 7 -8 = - 281/117 8-9 = - 923/629 12) Truss members shall not be cut, drilled, sliced, notched or w /AFPA NDS -97. W99 2 X 6 SPF No.2 9 -10 = - 933/498 10 -11 = - 1143/480 otherwise altered without written approval of the design engineer. 2 - The open joist was tested in accordance w/ IBC 2000, Sec LBR SCAB 4 -8 2 X 6 SPF X No.2 one side BOT CHORD 13) Take precaution to keep the chords in plane, any bending or 1714, Preconstruction Load Tests, and Sec. 1714.3.1, Test 1 -14 = - 280/758 13 -14 = - 280/758 twisting of the hinge plate must be repaired before the building Is Procedure. Reference NER 502 for information on the open joist. BRACING 12 -13 = -280/758 11-12 = - 280/758 put into service. 22) This truss is a revision of OJ042101. Changed wind speed to 110 mph. TOP CHORD WEBS 14) This truss has been designed to meet 2000 IBC Section Sheathed or 6 -0-0 00 purlins. 4 -8 = - 622/643 3-14 = - 308/321 2308.10.7.1,2000 IRC R802.10. BOT CHORD 9-12 = - 308/318 15) This truss has been designed to meet 2003 1BC Section I Rigid ceiling directly applied or 9 -10 -10 oc bracing. NOTES 2308.10.7.1;2003 IRC R802.10 WEBS 1) Wind: ASCE 7 -98, 110mph, h =308: TCDL= 4.2psf, BCDL= 6.Opsf. 16) This truss has been designed to meet 2000 MI Building Code, 1 Row at midpt 4 -8 Category II, Exp C, enclosed, MWFRS gable end zone and C -C Sec. 2303.4 Extenol2) zone; cantilever left and right exposed end vertical left 17) This truss has been designed to meet 2003 MI Residential Code. R EACTION S (Ib /size) and right exposed; Lumber DOL =1.60 plate grip DOL =1.33. This truss Sec. R802.10.1 1 = 1032/0 -3 -8 is designed for C -C for members and forces, and for MWFRS for 18) This truss has been designed to meet 2002 BCNYS sec 2303.4 11 = 1032/0 -3 -8 ..,, reactions specified. (Building Code of New York State) 13 = 626 /0 -3-0 a 2) TCLL ASCE 7 -98, Pg= 40.0 psf (ground snow) Category It.. Exp C. 19) This truss has been designed to meet 2002 RCNYS R802.10.2 Max Hor r, t Partially Exp.' Ct =1 -1 (Residential Code of New York State) I " A�CPpp /y8 / Evase 6) o ‹E' !! ' 3) Roof design snow load has been reduced to account for slope . r ff�V V Max Uplift h'�IE 1A x .- 4) Unbalanced snow loads have been considered for this design. 1 FS �+/i� case 8) tt re oGi tn has tipen designed lads as per IBC Sect 1605.3.1.1 Load 11 cas 9) rl reduction, , fo for multiple live loads. ® WARNING • es V design parameters and READ NOTES t nera sa l'^.".'°''', m e P 13 = - 52(load case 8) 1 e 6) All plates are MT20 plates unless otherwise Indicated M OUE 0151394,5161 v (a A 305 :51 au 19511 Max Gray ' -,f.V i i 7) See BEH 18 DETAILS for plate placement. Thsdes qn s , . and: for an ndvdoa o,ang comeonen o he nyaed and oaaedv y cad ro 1 1 1, (� = T O 2( � ca� ', 1) •= 8) Provisions must be made to prevent lateral movement of hinged and proper e a n v o( c c ore n ewo yo( ang devgner • no/truss d serer Brame crown : r on of mem , 1 V i'T45( case 2) member(s)during transportation Additional (empo bracing to n,pres(a,ham 4,e construct, sne rezponveryonneere<.m n r and v .a p ng u meok ro11 saumure is I, 13 = 626(load case 1) 9) All a dditional member connections shall be provided by others for sponvo n of the a og designer For general gndance regardng (abrearon.gpa 0 core, :,age. OM, em s a u a macng . consult o 811 i9rehto r dnm arr• on forces as indicated. csaes Bracing g Speplcaton, and BIB 91 . U g a and Bracing Re[ommendalon egg.. scaae n e, 583/)Orden Or ve a'.: A 51 9 _ .:rwwnoa �ewswarewaesv(,vremv npv cor,nmgm�v (ner:a mn FVen Rene , APPHOV - A FACTORY BUILT PORTION ger# 3 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 16 \HOME STORE HARRITY 16.rck PROJECT TITLE: NS304 -AB / HARRITY 16 CITY: Northampton STATE: Massachusetts ,0H OF M4s4, 4e, HDD: 6404 es= TIMOTHY A y 4 .BALDRIDGE R. CONSTRUCTION TYPE: 1 or 2 Family, Detached o MECHANICAL HEATING SYSTEM TYPE: Other (Non - Electric Resistance) No.43270 WINDOW / WALL RATIO: 0.12 08/30/04 DATE OF PLANS: 08.30.2004 • z DESIGNER/CONTRACTOR: MANORWOOD HOMES THE HOME STORE Date Signed: September 17, 2004 COMPLIANCE: Passes Maximum UA = 377 Gross Glazing Your Home UA = 330 Area or Cavity Cont. or Door 12.5% Better Than Code (UA) Perimeter R -Value R -Value U- Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1203 38.0 0.0 36 Wall 1: Wood Frame, 16" o.c. 2283 19.0 0.0 119 Window: 3857: Vinyl Frame, Double Pane with Low -E 211 0.350 74 Window: 3041: Vinyl Frame, Double Pane with Low -E 9 0.350 3 Window: 3433: Vinyl Frame, Double Pane with Low -E 8 0.350 3 Door: 3680: Solid 40 0.180 7 Door: 7280: Glass 40 0.390 16 Basement 1: Solid Concrete or Masonry 1141 11.0 0.0 72 Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 8.0' Furnace 1: Forced Hot Air, 78 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, 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 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. APPROVED Gt AP' , Builder, Designer / _._ Date 09/1 /04 PFS CORP O C T 0 5 2004 APPROVAL LIMITED TO FACTORY BUILT PORTION • ' Commonwealth of Massachusetts z . *. i i i _' Board of Building Regulations and Standards l f f ° Manufactured Buildings Program /0,- _ 11 LABEL REQUEST FORM This Section for State Use Only Date Processed '2 t Q C Label Numbers: Issued by: J t) tA� Fee Received $ ' -60 .' !:14,135 ' .. u- 4412)1 ? / Check Number Mk b co This Section to be Completed by Manufacturer - PLEASE PRINT OR TYPE SECTION 1- MANUFACTURER INFORMATION BBRS \DPS I.D. # 1629 - 04 Manufacturer Name Manorwood Homes MC # 201 Street P.O. Box 169 Rt. 443 City/State /Zip Pine Grove, PA 17963 Telephone Number: (57)3 345 -0387 Fax Number: (57)) 345 -6003 Email: Manufacturer - Plant Inspector Wayne Morris Third Party Agency PFS Corp, TPIA # 02 Number of Labels 4 Total Amount Attached $ 200.00 Manufacturer's Serial Manufacturer's Model Number PD03890A- B -C -DM Designation NS304 - AB SECTION 2 - LOCATION OF BUILDING Street ' ''r � ' rt ;;' City/State /Zip ,. “ : : i ., � SECTION 3 - BUILDER/DEALER/CERTIFIED INSTALLER INFORMATION Builder /Dealer The Home Store Street P.O. Box 300 City/State/Zip Whately MA 01093 Certified Installer Doug Pease Licensed Construction License Number: 052260 Supervisor James Harrity Expiration Date: 09/26/2005 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 1063 Hadley Building - Ground Floor Westboro, MA 01581 Bbrs\ Forms2\ mfgLabelRequest March, 2004 11/08/2004 20:58 4135858025 HARRITY PAGE 02 Nov 05 04 04i13p 413 247 9599 p_2 Howard Laboratories 62 Maln Street - Hatfield, MA 01038 Tel. (413) 247 -5533 fax (413) 247 -9599 WATER ANALYSIS REPORT Henshaw's Well Drilling Invoice Number: 118648 Sample Location: Kennedy Road Client: 1im Harriety Sampled By: HWD Crate Sampled: 11/2/04 Date Received: 11/3/04 Test Requested: Bt~,s'c H2O Package Parameter Results Limits Comments otal Coliform Bacteria 0 colonies / 100m1 0 colonies / 100m1 OK Color 12 PtCo Color Units 15 PtCo Color Units OK iron 0.03 mg/1 0.3 mg /1 OK Manganese 0.014 mg /I 0.05 mg /I OK Nitrate 1.1 mg /I 10 mg /I OK Nitrite 0009 mg /I 1 mg /I OK pH 7.89 pH Units 6.5 - 8.5 PIt Unl *_S OK Sodium 6 mg /I 28 mg /I OK Conductivity 0 21 mSJcm No Standard No Standard Turbidity 2.12 NTU 5 NTU OK Chloride 6.8 mg /I 250 mg /t OK Hardness 120 mg /l No Standard t 50 soft >100 hard Recommendations: This can meets acceptable standards of potability for the parameters tested. Analyst: SL Date: 11/05/04 Checked By: LAS ,{ L Nov - 9 2004 DEPT t , Z I 11 k il If" ='ECilultis O1r5O ‘6, _44 (i.r o f orfI1mpfon • -6.02tro DEPARTMENT OF BUILDI)G INSPECTIONS • 1::SPECTOP 2)2 Main Street Municipal Building Northninpion, Mrtss. 01060 Square Footage Amount Basement @ $.15 ' 3 - 4) :1st Floor @ Ae 64.41. It' 2nd Floor @ $.30 ‘,5 1/2 Floors, Attic. Garage $.15 J'f° /---.5%166=C — 9 9 Deck, Porches $.15 o ht ejr° TOTAL , • • • : • 'rMa CITY OF NORTHAMPTON, MASSACHUSETTS ?''te DEPARTMENT OF PUBLIC WORKS ►.•01 {J 125 Locust Street '�)� �: Northampton, MA 01060 ,.._.,--11,, " `` '` 413- 587 -1570 Fax 413 -587 -1576 George Andrikidis, P.E. Director ASSIGNMENT OF HOUSE NUMBER(S) a Street: Kennedy Road � J /7 71 rr I -= Assessors Map: Sheet 10, Lot 025 a C r 1 a ?nn , , 1 �' ` f House Number: 515 Kennedy Road x Date: September 29, 2004 _ - ---- ,, Remarks: Reference Plan of Land in Northampton Massachusetts Prepared for Martha Borawski & William Brandt, dated 8 -26 -04 prepared by Huntley Associates P.C. Lot #3 containing 2.411 acres ±. Requested by applicant. % '/? xi Ned Huntley City Engineer cc: Water Division Tax Collector Sewer Division Massachusetts Electric Streets Division Verizon Telephone Inspectors AT &T Broadband Assessors Bay State Gas Police Department Post Office (Northampton) James Thompson (GIS Coordinator) Post Office (Easthampton) Applicant: Jim Harrity 41 Cortioelli Street Florence, MA 01062 K:\House Numbeas\Dewey Court Bk: 07516 Pg: 241 ■ Planning Board - Decision City of Northampton Hearing No.: PLN - 2004 - 0009 Date: September 15, 2003 proceed without the applicable permits from the Conservation Commission. This permit does not replace the applicant's responsibility to obtain any necessary Conservation Commission permit nor imply that lot 1, 2, or 3, are buildable under the Wetlands Protection Act. The Planning Board determined that all of the following criteria have been met A. The requested use protects adjoining premises against seriously detrimental uses, including provision for surface water drainage, sound and sight buffers and preservation of views, light, and air The use of the property for two single - family residences (1 cluster lot and 1 flag lot) Is allowed in the Rural Residential district and vegetation will be maintained within the 15' foot side setbacks of lot one. B. The requested use will promote the convenience and safety of vehicular and pedestrian movement within the site and on adjacent streets, minimize traffic impacts on the streets and roads in the area. Both lot 1 and 3 will have driveways that will be no wider than ten (10) feet. Lot 2 will contain a 20' wide pedestrian access from Kennedy Road to the rear of the property for accessing the planned open space. 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. Two homes are planned for the 17+ acre site. Of the 17+ acres, 12+ acres will be permanently protected in open space/conservation with public access. D. The requested use will not overload, and will mitigate adverse impacts on, 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. The proposed single family uses will be on private well and septic systems. No structures or septic systems will be located within 200' of any tributary to the City's drinking water supply. • E. The requested use meets the special regulations set forth in the Zoning Ordinance under sections 6.13 and 10.5 for flag lots and open space cluster development. The Board made no finding that lots 1, 2, or 3 are buildable lots. The Board only found that they meet the dimensional requirements under the provisions of the zoning ordinances: • 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 use of the property minimizes the area on which development will occur and permanently protects 12+ acres of land within the Water Supply Protection District. The use shall be in harmony with the general purpose and intent of the Ordinance; and G. The requested use will promote City planning objectives to the extent possible and will not adversely effect those objectives, as defined in the Vision 2020 plans. This document identifies goals of protecting and preserving the City's sensitive resource areas including drinking water suppy areas and pristine wetlands through the use of cluster development particularly in the outlying areas. The proposed donation of land to the city of the wetland resource areas on this property meets these objectives. COULD NOT DEROGATE BECAUSE: FILING DEADLINE: MAILING GATE: HEARING CONTINUED DATE: DECISION DRAFT BY: APPEAL DATE: 7/3/2003 7/17/2003 9/11/2003 9/25/2003 REFERRALS IN DATE: HEARING DEADLINE DATE: HEARING CLOSE DATE: FINAL SIGNING BY: APPEAL DEADLINE: 7/10/2003 9/6/2003 9/11/2003 9/11/2003 10/5/2003 FIRST ADVERTISING DATE: HEARING DATE: VOTING DATE: DECISION DATE: 7/10/2003 7/24/2003 9/11/2003 9/15/2003 SECOND ADVERTISING DATE: HEARING TIME: VOTING DEADLINE: DECISION DEADLINE: 7/17/2003 7:30 PM 12/5/2003 12/5/2003 MEMBERS PRESENT: VOTE: 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 David Wilensky votes to Grant MOTION MADE BY: SECONDED BY. VOTE COUNT: DECISION: Francis Johnson I Keith Wilson 6 , Approved with Conditions MINUTES OF MEETING: Available in the Office of Planning & Development 752, f;-; Vu, u urn 1 al SEP 1 5 2i1G GeoTMS ®2003 Des Lauriers Municipal Solutions, Inc. CITY CLERKS OFFICE 1 1' ORTIAAk;PTOI` MA 010GO 1 � l,� . 1 , oni 414 .. • . . Bk: 751 BPg: 240 Page: 1 of 3 Planning Board - Decision Recorded: 10/0812003 01:17 PM City of Northampton Hearing No.: PLN- 2004-0009 Date: September 15, 2003 APPLICATION TYPE: - SUBMISSION DATE: P8 Special Permit with intermediate 7/3/2003 Applicant's Name: Owner's Name: Surveyor's Name: NAME: NAME: COMPANY NAME: HUNTLEYASSOCIATES PC GERVAIS MARTHA S ADDRESS: ADDRESS: ADDRESS: 30 INDUSTRIAL DR EAST 591 KENNEDY RD TOWN: STATE: ZIP CODE: TOWN: STATE: I ZIP CODE: TOWN: STATE: I ZIP CODE: NORTHAMPTON MA 01060 LEEDS MA 01053 PHONE NO.: FAX NO.: PHONE NO.: FAX NO.: PHONE NO.: FAX NO.: (413) 584 -7444 EMAIL ADDRESS: EMAIL ADORESS: EMAIL ADDRESS: Site Information: STREET NO.: SITE ZONING: KENNEDY RD RR TOWN: SECTION OF BYLAW: NORTHAMPTON MA 01060 , Section 6.13: Flag Lots, 10. 1 , 10.5 MAP: BLOCK: LOT: I MAP DATE: ACTION TAKEN: 05 1 054 001 Approved With Conditions Book: Page: 2126 _ 178 NATURE OF PROPOSED WORK: Creation of 2 flag lots and a 1 - lot single family open space residential cluster development. HARDSHIP: CONDITION OF APPROVAL: 1. Lot 4 and Lot 2, as offered by the applicant in the plans, materials, and presentation as a voluntary donation, shall be dedicated to the City of Northampton, acting through its Conservation Commission. The lots shall be donated prior to the sale of or construction on Lots 1 or 3. If the City does not accept the donation, a perpetual conservation restriction shall be placed on the property prohibiting and development and site development activities of any kind. The lot 2 donation shall provide the necessary access to lot 4 through the 20' access shown on the plans. 2. Prior to the sale of or construction on lot 1, the owner must show calculations that the open space requirements under section10.5 have been met including the limitation on the open space for wetland floodplain and steep slopes. 3. The driveway width on lots 1 and 3 shall not exceed 10'. 4. Prior to the sale of or construction on lots 1 and 3, a new plan must be submitted to the Office of Planning 8 Development showing that the open space calculations meet the requirements for cluster development under §10.5, showing the reduced driveway width and including text that states that O future potential public access may be provided through lot 2 along the 20' wide easement and through lot 4. This plan must also include text, which states that the stone wall on lot 3 must be protected and p preserved on either side of the driveway access. ' '' 5. No septic system or structures shall be located within 200' of tributaries to the City's drinking water A xa supply. Any work, including any site disturbance, within 200 feet of a watercourse (as defined within ++ 170 the zoning) must obtain a Special Permit under the water supply protection district requirements of the zoning ordinance. 8r02:0 +�+ 6. All existing vegetation within the 15' side setbacks along the portion of the property that Includes g the house and garage shall remain or shall be replanted with evergreen trees of at least 6' in height Oft V and 10' on center upon planting. v. VD q I�'., 7. The stone wall shown on the frontage of lot 3 shall be maintained, except to accommodate a 10' G wide driveway and associated drainage. Z 8. Any work on the lots, including site disturbance, tree clearing, and any other activities may not GeoTMS® 2003 Des Lauriers Municipal Solutions, Inc. _ 1 I , , 1 I On U.. / 2 1.a. .,,,„ •L .. . 9 .081•18i: I i i ■ - I,. „AWRY., 2•00'0,... .20882.2.. L2 6 .0, n 1.+AM 4 MAY I. un,- I 1 • ' . .... . •••• • 2... ;.„ 24 I, lelf t•Alle•I Ort,.■ CO • 1.111, .81•27..1 ■••■•■ •Nut Int ...a. 2 ..... , I 4..... onnan....... , 0. LOB,. I Mc.... UY 4 2118LAYS BA ■ N ■ "'L /44.1 • 22.... B. 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P•22,11■1•1 oqw,,,,,, ' '' ' ------''-'-'----5.-.-----n--n'.;Z.-'._.. 11/08/2004 20:58 4135858025 NARRITY PAGE 01 FACSIMILE FROM EQUITY BUILDERS REALTY LLC JIM HARRITY CELL 413 -210 -5256 ----- FAX 413 -587 -9948 — 1 J L NOV - 9 2004 L Pages including cover 2 i 1 DEPT Or P !,' r„ INSPECTIONS 01060 TO: Linda, Following is the report for water sample taken at 515 Kennedy ltd. This and the transfer of land were the only outstanding issues for building permit application. The city has voted to accept land and all that remains is for deeds to be recorded. Can I get just a foundation permit until deeds are recorded. I spoke to Wayne Feiden last week and he was ok with it. 1 will ask him or Carolyn to call you to confirm.1 expect deeds will be recorded soon but that is up to sellers lawyer, and they expect that to happen Fri. or mon. 11/12 - 11/15. However, I would be grateful if 1 could start the foundation in the interim. Thanks very much Jim ( 40/e/f/ File # BP- 2005 -0482 APPLICANT /CONTACT PERSON JAMES HARRITY ADDRESS/PHONE 41 CORTICELLI ST FLORENCE (413) 585 -8025 PROPERTY LOCATION 515 KENNEDY RD - LOT #3 MAP 10 PARCEL 025 001 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 �� t G9 t .) /5C Typeof Construction: CONSTRUCT 2 STORY SF MODULAR W /ATT GARAGE /DECK 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 INF9 MATION PRESENTED: A pproved 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* ,010 Received & Recorded at Registry of Deeds Proof Enclosed ni L 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 Signature of Building Official 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. 515 KENNEDY RD - LOT #3 BP- 2005 -0482 GIS #: COMMONWEALTH OF MASSACHUSETTS Map:Block: 10 - 025 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: BUILDING PERMIT Permit # BP- 2005 -0482 Project # JS- 2005 -0633 Est. Cost: $150000.00 Fee: $1248.50 PERMISSION IS HEREBY GRANTED TO: Const. Class: 5B Contractor: License: Use Group: R4 JAMES HARRITY 052260 Lot Size(sq. ft.): Owner: EQUITY BUILDERS REALTY TRUST Zoning: RR Applicant: JAMES HARRITY AT: 515 KENNEDY RD - LOT #3 Applicant Address: Phone: Insurance: 41 CORTICELLI ST (413) 585 -8025 FLORENCEMA01062 - 1240 ISSUED ON: :11/17/04 0:00:00 TO PERFORM THE FOLLOWING WORK: (FOUNDATION ONLY) - CONSTRUCT 2 STORY SF MODULAR W /ATT GARAGE /DECK POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House # Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace /Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Receipt No: Date Paid: Check No: Amount: Building 11/17/04 0:00:00 3558 $1248.50 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Building Commissioner - Anthony Patillo Registry of Deeds Page 2 of 3 Bk: 08068 Pg: 162 I {{ I ) II I = I I Ik- C +j? • ITT 114 1 111 S+ : 8C`Sa I2: i e2 Par: f ca 3 Roeoteiec', t1/18/2004 1!2 :19 ='M AiTecied Premises tot ?. Kenney.) Read Northampton, Massachusetts 010t30 >> A Prow TIIAT 1, M.ARTFIA S. BORAWSKI fka MARTHA S, GERVAIS, of 19 Hillside Drive. Florence, Massachusetts 01062, in memory of my parents, ALEXANDER W. AND MARY E. i3ORAWSK1, For No Monetary Consideration Gram to NORTHAMPTON CONSERVATION COMMISSION, an agency of the City of Northampton, -a Massachusens municipal corporation duly organized under the laws of the Commonwealth of Massachusetts with its principal of'f'ices at 210 Main Street, Northampton, Massachusetts 01060, ( "Grantee ")) for the purpos of conservation and preservation of natural resources, therefore consistent with Article 97 of the Articles of ,Amendment to the Constitution c f Massachusetts„ tier CAritclatm 4swtianhi Lot 2 on the plan entitled "Piaui: of Land in Northampton, Massachusetts Prepared For Martha Borowski and 'William Brandt" by Huntley and Associates, Inc.., dated August 26, 2004 and recorded in the Hampshire County Registry of Dees on September 13, 2004 in Plan Book 202, Page 24. Beginning at a point on the easterly line of Kennedy Road, being the northwest corner of the herein described parcel; said point also Tieing the southwest comer of land now or formerly cif Richard P. Stonherg and Judith a Stonberg; thence running southeasterly along a curve. to the lei having a radius of 25.00 feet along land of said Stonlerg an arc distance of 41.40 feet to a. • http: / /www. masslandrecords. com/malr/ controller? commandflag= searchByNameID& optflag= ImageSearchCommand &county=ma... 12/2/04 Registry of Deeds Page 1 of 3 (!.J lQ lq http : / /www.masslandrecords.com/malr/ controller? commandflag= searchByNamelD &optflag= lmageSearchCommand &county =ma... 12/2/04 Registry of Deeds Page 2 of 3 Bk: 08062 Pg: 89 li h j‘, u51 I i " 'I i ( q 11Ii ct $il III,, i ,� 06 i,I ,ilk 11 : in 7 'n ill 1!!ii - !I ;11 ;tai 'III ', C. 8k 8Ce2P tag P i 44 3 A ffz:ic 1 Frrrns�s 1,4g 4. Kernedy Road Hec nleo: 11112+'2004 02:02 Pm Northampton., Mibsadiusi s 01060 latlif Alt 'anus t r Arta t` ` . etaif THAT 1, MARTHA S. BORAWSI I fk.a M.AR7IIA S. GERVA1S. of 1 Hillside Drive, Florence, Massachusetts 01062 For consideration tlfONF DOLLAR ($1.00), PAID Grant to NORTHAMPTON CONSERVATION CONIMISSIt) , an agency of the City of Northampton, a Massachusetts municipal corporation duly organi!:ed under the laws of the Con ntonwealth of Massachusetts with its principal oiTrci:s at 210 Main Street, Northampton, Massachusetts 01 060. ('Grantee ") for the purposes of conservation and preservation of natural resources, therefore consistent with Article 97 of the Articles of Amendment to the Constitution of MacsachUSettS, ARO erlirtafm t'i+ueta1hS Lot 4 on the plan. entitled - Plan of Land in Northampton, Massachusetts Prepared For Martha Borowski and \Villiarn Brandt" by Huntley and Associates, Inc., dated August 26, 2004 and recorded in the Hampshire County Registry of Deeds on September 13, 2004 in Plan Book 202, Page 24. Beginning at a point at the northwest corner of the herein described parcel, saki point being at the . northeast corner of t.ot 1, and also bewg 458.100 feet easterly of the easterly line. of Kennedy Road; thence running N. 81" 01' 00" E. along land now or formerly of Kathleen B. Bowers and along land now or formerly of John M. Parsons and Dorothy V. Parsons a distance of 466.32 feet to a point: thence running S. 08° 59' 00" E. along land now or forrnerly of Richard C. Nicoll and Geraldine A_ Nicoll a http: / /www.masslandrecords. com/malr/ controller? commandflag= searchByNamelD &optflag= lmageSearchCommand &county =ma... 12/2/04 Permit No. D17-05 CITY OF NORTHAMPTON, MA DRIVEWAY PERMIT Date: 1 0/18/2004 FEE: $25.00 CHECK #: 3555 THE BOARD OF PUBLIC WORKS Driveway must by staked and hnucn & lot numhpr posted The undersigned respectfully petitions your honorable body for: ,- II . '. . . 11 • - . . . -..-. ! 11.11 -- 11 • - -. as MI. .'.. 11 . ' 1 . . l' _ -- '.- - 11 .' 1111 . - .11 11 .- 11 . 6 . . ..2 - _ l • 11 11 - - 11 . .- 11 ' - .. - . ... -. ..11 . 11 .. .. 1- so 4.2 .. iii - .. _ - . 11 11. - 11 11 s.. 11.. - .- • ..- 11 .- . S1$ -$ • ■ . • - . . "11 '. . u. - w611 _ .- .- 11 - 1111. - . .. . . .- ' 11 of Narthanapton in the event of a washout of this driveway _1111 By: 17/9.4- 7 James Harrity, Equity Builders Telephone #: (413) 585 -8025 ' �� Proposed Location `� ��' ° � 4 Inspected By: a . 74)7 �� /6. a / a y Gravel Base Grade Inspected By: Final Approval THE BOARD OF PUBLIC WORKS voted that petition be granted. George Andrikidis Director of Public Works (SUBJECT TO ATTACHED CONDITION 1 & 2) cc: Building Inspector t 1 511AMP lO eVZ4va 4; Crx# laf Nor #f _* 9 g��C^vU " 6 fcsaarhnsrtta _ ' ' a te.�c o i of _ I � �° DEPARTMENT OF BUILDING INSPECTIONS 4 __� 212 Main Street ' Municipal Building � Northampton, Mass. 01060 ' No ' WORKER'S COMPENSATION INSURANCE AFFIDAVIT (licenseelpermit ee) with a principal place of business/residence at: / Cu .2 % l C C ` - , '' (phone #) Ai e 1—,4 S' c- (street/city /statelap) do hereby certify, under the pains and penalties of perjury, that: ( ) I am an employer providing the following worker's compensation coverage for my employees working on this job: - (Insusano Company) (Policy Number) (Expiration Date) ( ) I am a sole proprietor, general contractor or homeowner (circle one) and have hired the contractors listed below who have the following worker's compensation policies: (Name of Contractor) (Insurance Comlpany/Policy Number) (Expiration Date) (Name of Contractor) (Insurance Company/Policy Number) (Expiration Date) (Name of Contractor) (Insurance Company/Policy Number) (Expiration Date) (Name of Contractor) (Insurance Company/Policy Number) (Expiration Date) (attach lakitionsl shcct ifncccuary to ixluc informarioa pertaining to all cum actors) i ( 1 am a sole proprietor and have no one w orking for me. ( ) 1 am a home owner performing all the work myself. NOTE: please be aware that while homeowners who omploy pones to do e:aiitertance, coustrocioo or repair work: on a duelling of not nrocc than throe units is whits the hoc:Nomwnet midi or on the gnu-- a zpFurtenaut tl arc not gcncrnlly eeeridcrcd to be c nploycrs under the worker's compo satico Act (GLI52, s 1(5)), application by a hotncowvcr fora tics= or permit may a2 k-noe the 1oga1 st=me of an employer under the Woriccls Compecoution Act. I understand tlut a copy of this ctatcmrni may be foavrarctad to tbo Deportment of Indu. trial Accidrnts' Offoo of rusruzncu for the coverage verification and that failure to secure covcrago rmr1.-r section 25A of MGL 152 can lead to the imposition of criminal penalfics consisting of a fine of up to S1,500.00 and/or i prboameut of up to otx year and civil penalties in the form of a Stop Work Order and a fine of 5100.00 a day against me. For dcpsr use only / Permit Number G Au d./ Mapl Lottt Si of Licensee/Permittee e SECTION 8 CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder : TfriA- ° 5 /1.4 —4 ;'-!ti © s °L ok 6 0 License Number q / C'L e� c c t c. s i, :x.c.e - _ �i Ve" , Address Expiration Date ,, ///` 77----- Ato 5 c ,1_ - (e= Signature Telephone t ,�" ' � w . Xs 3� �« n ,.�xnasua.. ,r > . wr myna :s+� � m 'R1,' S �� kfi � . � �" � s �'ti t 9.«Regis er. -etl° Home.. =ls mprasrement Contractor X 12 5 ,, at...�t ;_ ..A_°AA:t Not Applicable ❑ Company Name Registration Number Address Expiration Date Telephone SECTION 10- WORKERS' COMPENSATION INSURANCE AFFIDAVIT (M.G.L. c. 152, § 25C(6)) 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 I$ 51 H ome O ° lemp.ti o The current exemption for "homeowners" was extended to include Owner - occupied Dwellings of one (I) or two(2) families and to allow such homeowner 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 -year 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 SECTION 5- 'DESCRIPTION'OF PROPOSED. WORK (check all applicable) New House 0,, Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors ❑ Accessory Bldg. ❑ Demolition❑ New Signs [ ] Decks [ ] Siding [ ] Other [ Brief Description of Proposed Work: 0 ST 9 an d t.4-c GU C : 9 `77 - - Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative ❑ Renovating unfinished basement Yes No Plans Attached Roll ❑ - Sheet ❑ sa:'If NeW house°andtoradd to exi = housing, complete the following: a. Use of building : One Family X. Two Family Other b. Number of rooms in each family unit: 8 Number of Bathrooms c. Is there a garage attached? y d. Proposed Square footage of new construction. /� Dimensions e. Number of stories? 2. f. Method of heating? 1) (4,/' Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. � 1 _ Mascheck Energy Compliance form attached? )1� h. Type of construction it— i. Is construction within 100 ft. of wetlands? Yes No. Is construction within 100 yr. floodplain Yes )( No j. Depth of basement or cellar floor below finished grade •� '�� r k. Will building conform to the Building and Zoning regulations? X Yes No . I. Septic Tank k City Sewer Private well )4 City water Supply SECTION 7a - OWNER AUTHORIZATION - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT , 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 deaf. re that the sta ements and information on the foregoing application are true and accurate, to the best of my knowledge -snd belief. Signed under the pains and penalties of perjury. TIC es t ,e Print Name y - /) c2 e Signature of Owner /Agent Date Section 4. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size , L� 4- F 01., 4 1f t j 1 -A9 ) 00 0 Frontage // 0 1/ 0 / 2 S Setbacks Front ,3•® 4/0 Side L: R: L: /20 R: kr 20 Rear / ,S D ry Building Height 3 S" Bldg. Square Footage % .SL' .?l.°f 0 Open Space Footage % d (Lot area minus bldg & paved �► ' •) / �/� /� parking) GJ�-/ �Q # of Parking Spaces Fill: n (volume & Location) _ A. Has a Special Permit /Variance /Finding ever been issued for /on the site? NO DON'T KNOW YES X' IF YES, date issued: / //li 3 IF YES: Was the permit recorded at the Registry of Deeds? NO DON'T KNOW YES IF YES: enter Book 7S7 Page ,W' and /or Document # B. Does the site contain a brook, body of water or wetlands? NO DON'T KNOW YES X, Al 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained , Date Issued: �S � " c 4 L i C. Do any signs exist on the property? YES NO f U" IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property ?YES No IF YES, describe size, type and location: • J '¢a' y ,. �i, er ei •e 6 @ '� Q d b S°°' ^c ETA+ � x fix City of Northampton soft Building Department 0 - €u g1 4% , , f 212 Main Street Se w ° er S ep: is • � T � f : Room 100 Wa er W „� � Northampton, MA 01060 T 0 Se s of lc ° } �� . _ phone 413-587-1240 Fax 413-587-1272 �e P any ..„,,y,',,.iipL.,,, k F ',.9,...P1,-,,,,,.. A A ,: z 5 1 U 1 !t. � i APPLICATION TO CONSTRUCT, ALTER, 11 OVATE OR DE I H A ONE OR TWO FAMILY DWELLING C C ; 2 0 2x04 + SECTION 1 - SITE INFORMATION F,r t ;,,L;,1�SP�CZIC``S is section to be co leted b , o f fic e 1.1 Property Address: — = p y R ,-, , /V/�/ - 7 C� . T�G�L Map Lot � � k U t 9 � 44.4 -;t1,- � pu s Zone: Overlay�District� r� _' „,„ Elm St. District GCB Di SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT 2.1 Owner of Record: / G ` U > ��f 4 / L ( � ` i -� 7 � �- t� i 7 y L L L . s 7 ,2c. °�C't z it Name (P t) Current Mailing Address: -- T elephone y /Q _ , 5 --�.r4 S�''� �*'� Signa ire 2.2 Authorized Agent: {' : �C '�l y / c e ,c.. 77 4- z f- i sue Name (Print) Current Mailing Address: Signatuf Telephone ,�'/�� g SECTION 3 - ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Dollars) to be Official Use'OnIy completed by permit applicant 1. Building (a) Building Permit Fee' 2. Electrical , el ,, (b) Estimated Total Cost of J ` Construction from (6) 3. Plumbing r ei ti J Building Permit Fee 4. Mechanical (HVAC) 5. Fire Protection 6. Total = (1 + 2 + 3 + 4 + 5) v C14/ Check Number 3 ft ) d g' � � This Section For Off Use Only Building Permit. Number: Date Issued: Signature: Building Commissioner /Inspector of Buildings Date File # BP- 2005 -0482 APPLICANT /CONTACT PERSON JAMES HARRITY ADDRESS /PHONE 41 CORTICELLI ST FLORENCE (413) 585 -8025 PROPERTY LOCATION 515 KENNEDY RD - LOT #3 MAP 10 PARCEL 025 001 ZONE RR THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out 26g / n 0 sD Fee Paid Jd�J�I Typeof Construction: CONSTRUCT 2 STORY SF MODULAR W /ATT GARAGE/DECK 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: A pproved 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 Commission Signature of Building Official 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. • 515 KENNEDY RD - LOT #3 BP- 2005 -0482 GIS #: COMMONWEALTH OF MASSACHUSETTS Map :Block: 10 - 025 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: BUILDING PERMIT Permit # BP- 2005 -0482 Project # JS- 2005 -0633 Est. Cost: $150000.00 Fee: $1248.50 PERMISSION IS HEREBY GRANTED TO: Const. Class: 5B Contractor: License: Use Group: R4 JAMES HARRITY 052260 Lot Size(sq. ft.): Owner: EQUITY BUILDERS REALTY TRUST Zoning: RR Applicant: JAMES HARRITY AT: 515 KENNEDY RD - LOT #3 Applicant Address: Phone: Insurance: 41 CORTICELLI ST (413) 585 -8025 FLORENCEMA01062 - 1240 ISSUED ON :12/6/04 0:00:00 TO PERFORM THE FOLLOWING WORK: CONSTRUCT 2 STORY SF MODULAR W /ATT GARAGE /DECK POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House # Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace /Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Receipt No: Date Paid: Check No: Amount: Building 12/6/04 0:00:00 3558 $1248.50 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Building Commissioner - Anthony Patillo sI��. k o oy . r � , 1 el 4 • jeassacitttsett4 _ �' i. y" DEPARTMENT OF BUILDING INSPECTIONS -4 %1 _ ; INSPECTOR 212 Main Street • Muuicipal,Building Northampton, MA 01060 _' CERTIFICATE of OCCUPANCY and USE This is to certify that permission is hereby granted under 780 CMR, sixth edition of the Massachusetts State Building Code, allowing the occupancy or use of the premises or structure or part thereof located at 515 Kennedy Rd - Lo as shown on the Assessors Pa. ' ° 10 , Lot# 2 Zone RR in the City of Northampton, as herein specs le.. CONSTRUCTION TYPE(780CMR 6) 5 B USE GROUP CLASSIFICATION (780 CMR 3 R OCCUPANT LOAD PER FLOOR (780 CMR Table 1008.1.2 40 PSF 30 PSF LIVE LOAD PER FLOOR (780 CMR Table 1606.1) 40 PSF Under the following limitations, special stipulations, and /or conditions of the permits: Issued this 6th day of May , 2005 Certificate of Occupancy and Use # BP -2005 -0482 Authorized Department Personnel L Electrical /. dL.. .4 �A _ Elevator , ij��r' o r ,, Fire '- Plumbing ' ',�� . 0 Building %;;; 4 Gas • Building Commissioner ...-----O ,...,Z. This certificate shall be posted by the owner, in a permanent manner and in a visible location, on all floors designated as use group H, S, M, F, or B, and in every room where practicable of use group A, I, R -1, or R -2 per requirement of 780 CMR section 120.5 Posting Structures. i ‘11. • / /2 5 z;- c b 1 (5) 7- (//-4 r - tzt (4, 72.- //e/ Ce; i kvae._ / _ 4---/ 5 / / ■-• C' / / , _ t - ..„,,: 515 KENNEDY I D . I 3' 1 ''. r- 's ' - ' ' I BP-2005-0482 GIS #: COMMONWEALTH OF MASSACHUSETTS Map:Block: 10 - 025 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: BUILDING PERMIT Permit # BP-2005-0482 Project # 3S-2005-0633 Est. Cost: $150000.00 Fee: $1248.50 PERMISSION IS HEREBY GRANTED TO: Const. Class: 5B Contractor: License: Use Group: R4 JAMES HARRITY 052260 Lot Size(sq. ft.): Owner: EQUITY BUILDERS REALTY TRUST Zoning: RR Applicant: JAMES HARRITY 1 515 KFNIEF"';‘. P.7 - • LOT #3 Applicant Address: Phone: Insuranee: 41 CORTICELLI ST (413) 585-8025 FLORENCEMA01062 ISSUED ON:12/6/04 0:00:00 TO PERFORM THE FOLLOWING WORK:CONSTRUCT 2 STORY SF MODULAR WJATT EMECK '„ 4 '';li d '.7i 1,,.2r-P. ifas , ''"?'. il.:401:44 . t.. "FIZOM THE STREET ins - t.l.:1 - t' '''' ':ig. 4 vti).P.W. Building Inspector ',„:, 4 1 Underground: St. /////pc*Ilf-Meter: Footings: _ - Ro ,, _..7 tiglif-45-0 1, , Rough: House #1 Foundation: Driveway Final: Final: "( — 3 C ) -1),"171Z( ;11 • n 7 ...t • /- , 1 // / _ Rough Frame: `; e-t:' 1/2A-C,k 7/- ---- t , 7 ;/ 51&47, Gas: Fire enartment ,, FireplaceiChimney: . / Rough: I/s t I - k° giSitg V Oil. - 144.1„., . —.... / Final: Smoke: 1,_ ( /., , L..SIKCI 1 .... 5 Final: efr THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATION/ ,--- t.... Certificate of Occupanc y-- .. ')---'• .-1 Signature: - - FeeTvpe: Receipt No: Date Paid: Check No: Amount: Building 12/6/040:00:00 3558 $1248.50 212 Main Street, Phone (413) 587-1240, Fax: (413) 587-1272 Building Gonimissioner - Anthony Patillo ,, 515 KENNEDY RD - LOT #3 a BP- 2005 -0482 GIS #: COMMONWEALTH MONWEALTH OF MASSACHUSETTS CITY OF NORTHAMPTON Map:Biock: iv' - 025 �� Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: BUILDING PERMIT Permit # BP -2005 -0482 Project # JS- 2005 -0633 e 1 snnnn no Fee.$ 24,8.50 PERMISSION IS HEREBY GRANTED TO: Const.` Class: 513 Contractor: License: Use Grout): R4 JAMES HARRITY 052260 Lot Size(sq. ft.): Owner: EQUITY BUILDERS REALTY TRUST ? RR Applicant: JAMES HARRITY i EN iEDYRD - # LOT AT: 515 KENNEDY �. Applicant Address: Phone: Insurance: 41 CORTICELLI ST _ (413) 585 -8025 FLORENCEMA01062 -1240 ISSUED ON:11 /1704 0:00:00 TO PERFORM THE FOLLOWING WORK: (FOUNDATION ONLY) - CONSTRUCT 2 STORY SF MODULAR W /ATT GARAGE /DECK POST THIS CARD SO IT IS VISIBLE FROM TIIE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Under Service: / / / Meter: Footings: Rough: Rough: House # Foundation: (9k" 4- -- Driveway Final: 7l Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil_ Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY TI E CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIO 12 / Certificate of Occupan Signature: FeeType: Receipt No: Date Paid: Check No: Amount: Building 11/17/04 0:00:00 3558 $1248.50 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Building Commissioner - Anthony Patillo