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37-105 - , o• u' it ••• tie f . / '' • C4 f • • • • • • • • . ' • •• • • 91 • • r • • f • • • • • •. • • • • •• • c 41 . . • 9 illil . •• * •• :. IP . 4 ..- ,, i .... . . . . , , . .•• . • . 4- .0 : .. ,, . . i • . . , j . •• • . • ' • • • . . •: • . . • • it � ,S • • • t 6 \ • • i • 1. , • 4 2" t � r • .. • • • . y . a• . ,'r • 4, • r . • • • r• c 1 } : • a • - • • • • • • • • • • • • a • • • - • • j • • • • ./• • J . . • 0 C 'N.) • • lee° 11. • • F • • • . 4 s, / ,,, r r, , __,„, .., . ..,te i' .. _ THE ICE POND ASSOCIATION klt,F1 3 0 2005 SECTION 2D CERTIFICATE LOT 15 A 6 d THE ICE POND ASSOCIATION Declarant under the Declaration of Restrictions Maintenance and Easements Agreement dated July 10, 2003 ( "Declaration ") and recorded in the Hampshire Registry of Deeds in Book 7329, Page 249, certify as follows: Description of improvements: A single family home, attached garage, paved driveway and seeded lawn shown on the following plans: 1) Dated 02 -01 -2005 by Moorewood Homes Inc. Div. Of Commodore Homes SIN: NS098 -A, Home Store, Harrity -18, 13 Sheets #0, 1, 1A, 2, 2A, 3, 3A, 3B, 4, 5, 6, 6A, 7, 8; marked "approval limited to factory built portion" 2) 24ft.X24ft. garage, front porch and rear deck shown only on sketches 3) Dated 3 -14 -2005 titled "Tree Cutting Plan" Lot #15 Ice Pond Drive 1 sheet; 4) Dated 3 -14 -2005 titled "Site Plan" Lot #15 Ice Pond Drive 1 sheet 5) Dated 3 -14 -2005 titled Type and Color Exterior Building Materials 68 Ice Pond Drive 1 sheet Qualifications: 1) no fencing is permitted at this time; 2) the submitted plans show several elements critical to the overall look of the neighborhood. No changes to the plans affecting the exterior apperance should be made without first obtaining permission. THE ICE PONDASSOCIATION By: )a - RA-._ Joann B. ' ard, President COMMONWEALTH OF MASSACHUSETTS ,SS. March , 2005 Subscribed and sworn before me this day of March 2005 Notary Public My Commission Expires: MUNICIPAL SEWER AVAILABILITY APPLICATION Northampton Streets Department 125 Locust Street Northampton, MA 01060 587-1570 A Department of Public Works Trench Permit shall be required prior to any construction or connection activity associated with this application. Location: 68 Ice Pond Drive (lot 15) ---- - • , • ----- Inquiry Made By: James Harrity . ___ Date of Inquiry: _ (413) 210-5256 ........_______ Municipal Sewer Main in Front of 'Location: Yes x Na Municipal Storm Drain Available: Yes x No Size of Sewer Main: 8" Material: PVC Age: 2 years Depth of Sewer Main: 6' Size of Service Connection: 6" PVC Comments: . The City of Northampton has not accepted responsibility for the maintenance of the sewer main and service connections as of this date of inquiry. — — ' 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 )' Joseph N \f■ ________ . .___________ c_ Thomas, Superintendent — Douglas McDonald, Environmental Planner Streets Department Engineering Department cc: Ned Huntley, City Engineer Anthony Patillo, Building Inspector Permit No. D25 -05 CITY OF NORTHAMPTON, MA DRIVEWAY PERMIT Date: 3/8/05 FEE: $25.00 CHECK #: 1021 THE BOARD OF PUBLIC WORKS Driveway must be staked and house & lot number posted The undersigned respectfully petitions your honorable body for: Permission to install a driveway at 68 Ice Pond Drive (Lot 15) Fifteen (15) foot maximum width at the street line. Gutter drainage not to be disturbed. All drainage shall be directed off the driveway surface to adjacent land and not on the existing roadway. Driveway surface to be paved as soon as possible if the grade of the proposed driveway exceeds 3% or more. Homeowners will be held responsible for any cost to the City of Northampton in the event of a washout of this driveway. By: /71"A l /11-- James Harrity Telephone #: (413) 210 -5256 Proposed Location 346 /o S " Inspected By: E: /3 - 71 , / 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 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: 68 Ice Pond Drive (lot 15) Inquiry Made By: James Harrity (413) 210 -5256 Date of Inquiry: 3/7/05 Number of Type of X Single Family Type of _X_ Private Units: 1 Unit(s): _ Accessory Apart. Ownership: ` Condo Multi- family Rental Commercial (Applicant to fill out the above) Municipal Water Main in Existing service to Front of Location? Yes X No: site? Yes: No: Unknown Size of Water Main: 8" Material: DI Age: 2003 Approximate Static Street Flow Test Conducted: Yes: No: X Pressure: 65 psi If done attach results Suggested Meter Size 1" Size of Service Connection: 1" Comments: The Water Department cannot guarantee adequate water pressure during peak demand times at elevations above 320 feet. This subdivision was approved by the Northampton Planning Board on 2 -13 -03. It is the responsibility of the developer to provide the necessary infrastructure as shown on the approved plans. The City of Northampton has not accepted responsibility for the maintenance of the water main and connections as of this date. • A corresponding water entrance fee shall be paid prior to making any connection to the municipal water system. • Arrangements of such installation shall be made with the Northampton Water Department with a minimum of • g days notifica - '" • All ork shall rm t6 Northampton Water Department specifications. David W. Sparks, Superintendent of Water cc: Ned Huntley, Asst. City Engineer • • _ EriILU 13� cT~3IIL "II��lll�fcn1 �i=� i DEPARTMENT OF BUfLD1C 1 NSPc'[rifOA'S i p _�- 212 Ivizi S trcct - I�lunici al Buiidinr, l ' 17:5 S _TOP. P Nor Lila nnp tori, MAZ 01 OGO Square Footage Amount Basement € - $.15 - P' t" /3 �. 1st Floor @ f 2nd Floor E $ _30 e 2 7© 1/2 Floors, Attic. Garage . f7 C g 7 Deck, Porches $-15 _ 2� 33 - TOTAL �7 s • • • • • I © v'rx v PFS Corporation r" IDe _ " ,r © ° : 1 /r Northeast Region .D. » IM Ilmlo Pm Crum s n o dr/ / © 1 0' © uV .. , APPROVED (570)345 - © 1 /2 (8011445 -4858 To l AEAD C • WASHER Q © © / r W.T.R. , i 1 O. © , > M Wagner - 2 / FRou Fl PIMP 1/21: , / 2/16/05 L J U © © 1/2' / . ,/r , /r • : /r 1 1/r / Approval limited to Y V.T.R. O O Q aT srDC \ 1/2"-. \ Factory Built Portion O ^ TUB/ ,� : 1/ \ I/2" 3/4 3 / i / 2 /' uV 1 u / 1 f O 3' V.T.R. . O Y O Pi � v 1 : , �• / { %4 n ".. 3/{% /l � /2' 1 TUB F O O r 1 1/ +/2• + • 1 ir GC p / 1 1/Y I) r © O O 1/r , \\ I '� '/Y + / nnsancIruserrs NOTES ores 3• y I t 1/r -' /2• t/2' \ S O O O P ' + +/ O © / / /2" a N v2 1/2",...,- IEwm.nE ,r m e« Y \ \ 1/r: UV ...15 0 MOVE TIE L I ll v on r W A NI MST A. s 3• O r O 3 ' _ ' \ \ : 1/2' fY as War IRK, 4 O t 1/2' ©3 pY M NO At non Rust o W 11nw iK PUMA Y 0 O A 1t t/r t I " OA / „ / Ns Nst M (4001 u wit 0140 M M4(7I DIT DISHY PCIT In 4 WI O © i i `• O FIRST FLOOR O / TUB 1 / 2 • • IT MUST K MUMS MUMS TINT T IRK NAaoA NN LY MT.. KIST ` • w RAtEIER Awl WALL K MOV0R VON FACtttt DATNLED r LD 0E. FUME / J • t/2' MT ENEMA TM A MST STURM MOO THE ADDS r MLA• INK MOVE THE N33 LIM vorr 2' D E.. (T= Y K AY mTEx,ICC� TO DRAM VOW IT IMMO FRf➢t1 ' 1 LLOV lRES we / 0 SHALL K DA SPACE PRUE PLUS WORK TOILET T Of CRA 3' V.T.R. 3/4' TD K DKIDATELY =KO U. TUB/SRWR 0 r q � , /2• \ Im AKA RA= ~RS ALT POW= 1 1/2 O / O sE w FLOOR / / > AO WATER CLOSETS TO K ,MKV011IMLT WOWORM D. NO VET VENTS MR 37133) PIRA , , ' ' r O /© i • 3/4 Nn I ET of T 1 Si OT THE TRAMS s AK m K 70170.1 MO M P �f. - '- I l /Y v NW RAMC VAR L119 AK our POlo1TIN 7' T r WASHER ,/rte i1/ 2' I •/ /2- \ / ~j P1RAP 1/2> \ 3/4 1 1/r O N n SINK \ / DWV DIAGRAM © 1 A. r '� / /Y I 3 / 4 \ \ \ 1 w 4. "` SHOW '�\ / „2 3 /4 a '/` // APPROVAL LIMITED TO o REQUIRE RECD CONNECTION 1n cc 0 LnNDRwI+� KIT O ,,� T ��� O WATER SUPPLY KPr CUAANER I �y/ 3/4' ,/r FACTORY B UILT PYO � N�.Eum PIRO ELI g ,,� DIAGRAM I / 3/4 E- r� 1 [� (�(��j 2 ai I O Ell O © © SHIN HATCHED ] /4' \ \ 1/22. 1° "{ 1 lF !� I J 1J"f ` � : r 1 3• PLUMBING TEND CONNECTION ■ , / /- C VENTING ELL 2': _ o ©O r /` :1,2 R �. NG ©TEE `/ p • uV uW M q. ; GLN � +R �` V ` m L V tiC / O '� ALL / . r - TAL PEE. co i 2 O DEL TEE / Y Dwv TO PTRAP ' PER vn1 ww PST \ y vmI sn wW 5E03740 FLOOR LIT FLOOR OtANGITS SUPPLIED \ T 7 O LONG TURN TEE IDS F sr OTHERS PRA iDS� I ' IWT Dn AKU D I TYIC at AIID ttcwur STATE L LOCAL CDR O IS �' FASTEFASTENED i0 COUNTER WALL ,,T�. KSGIYACE AVE I ` ` � R bp., OPT. DISHWASHER AIR , N'_ s L— V/H NOTES SHASHER WITH y 55 c ML M F O �DEH �j I I XECR coM1 Mm GAP AND GARBAGE DISPOSAL V co L WE AODM // I NA/CRATE MARKINGS MUST d EFL(A P K WO WIGTED AREAS 50(051141 KUTSTK VANS SEM. lE L D M.& INCUJMNG GARDEN. HYDRO-MASSAGE AN AND HOT TUBS SHALL X ACCESSIBLE. 1 > PROTECTED AGAINST FREEING IN PLANT. PIPING SHALL BE KEPT CNN m' OVODIOV 1 -UR' M51 KMVMZ COVERS COVERS Y PROVIDE FOR Ot PANEL LARGE WHEN AREAS VIERS POS0IL PLUMING SHALL RE PROTECTED RR R N AT K •••�•� I • DGIIOI TO REPLACE WA AfA0.EA" r THANE WARM CDC A JOINTS AROUND PLUMBING FIXTURES SILL DE PALE WATERPROOF AT rums, S. L FIE 11Itl01G AT OMEN= S 4001410 VENTS, PIPES AND SUM AT CEL00, VALE AND W ITR5. AM EM I E& WTTALl.AT0111 SHALL BE OF FLOM LEVEL ANO FIE WRNS 70 RESIST TIE FREE PASSC� a FLAME AID IS RISE EMI FIKfUE ARE FACTORY I STALLCII PLUMING G CTRIECTIENS RR VA= PIN vTM THIN INS T ALLAT FROM iMUM �LtN MA g 4' L 1 MTV GTS CF COOUSTIK Al PER /PRICKLE STATE PLUMING CODE MOW THE MGR MAY HE DISTILLED WI OEM WW N FUEL IUWMG V i :� Cy x FIRE BUXOM SHALL BE PROVD R 6 rnvEAEB Ot @lCEALED IL KITCHEN SINK DRAIN SHALL HE 1 -1/C NIL VITA DMA/ARCA ER GARBAGE ��.� p TIMOTIHY A w hag O INCLUDING HERDS KDIF ENE/ WHIG ACEMENT. DISPOSAL AR PER AP114404.0 STATE PLU IG COX. WRAP P / 1 RY III I c .BALDRIDGE n + a ANT STRUCTURAL MOWER SUBJECT ID IRE DRILLING. CUTTING OR N TCHI G LL VENTS 71110.01 ROOF WALL SE r' DIA ETEt Mm SHALL T[ADINTE ABOVE ' MECHANICAL w MALL RE I REPAIRED O�REPf O ALL K AtlMRIVCE VITN�TIIC 8TKICTKN� AWL�� 007 WIC PR MRWRLC STATE PLUODG t®E. f3270 \ . } REODROEITS OF TIE CHIDE. REPAIR TO STRUCTURAL IE = STALL lE u WATER SUPPLY SYSTEMS, MANAGE. . Ala VENT SYSTEI6 SSYLL BE DESIGNED RIDl pM1DIG r . I in i f �b Fc1sTLa e CCOMPLETED PR APPLEALE STATE PEAIODG CODE ANm INSTALL= 0 a AACCORDANCE WITH APPLICABLE LE STATE PURISM CODE. . TONAL �� AM PROF d g S FIELD =TILLED ALLED PIKE 1ETVFSII =CM AK FIRST FL�iS. 0E 1U150N TILL It VAIER HEATERS SHALL Alf HE INSTALL= TALLED K A ROOM 1105 AS A S7rnAfE I ' :~ 6 1110 RESTS IT VL ORK DO 01 SITE CLOSET. WATER HEATERS INSTALLED III A IE 1± 019Ot OR 11 I „ •• . n ffiALL 8 OPPRIVED 1T NNE LOCAL K LINK CHIDE D CRCER:NT OFFICER, INSTALLED II A SEALED ENCLOSIAL SO TINT Cm®IATION AIR VIII POT RE J CU A POOR 9ALL RE FEW TESTED PER APPLICABLE CODES REEOE COMCEMIEML THEN MR TIE LMMG SPACE As PER APPLICABLE 31410 0100211 CODE / ' DRAWN 1. : 3 WYTbF VILVE /7 . 23 G SUPPORT N! PIPING SHALL E PROVIDED 15 00005 100 WITH APPLICABLE im I KTYN CU STALE PLUMBING 9'150 vi. K NR AMY LIRE KRVO10 7. IN -PLANT maim AND DER PPE SHALL X LL9Cll:D Mm CAPPED. OI N% FDtTR6 iWLL K E.4 S/1 OLET RE ' (O IR ALLOW DR PROTECTED a TRANSPORT. vi. Signed: Feb 8, 2005 02.012005 N SHOVN FOR MAIN OR FIRST OR SECOND FLOOR APPLICATION SHED �: L j a. PS - it Ron 441 An Gw MIT0.1 (570)715 -0387 (800)115 -4898 same 1. _ J 31 =BATH t 32 =SATH 2 E _ :.I GFl RECEPTACLE(S) � IGHIS Gf1 AN�ACIf(S) d65 I J1 . j . 1 e "TM n 1 �� 1 BEDROOM k3 - -,]._ Ep 01 I L ° , 1 CC c o 6i 1 W 5lr I 1 el s „, a T° a $ I�i = 1 - BEDROOM N2 M Wagner - 2 as ti MASTFR BEDROOM I 2 /16/05 TS i r - a 5 ' ,w Approval limited to �� � • — . F � � , 111f11 VAL UMITE x I �N 1. I . P ; PR R Y aUILT PO R TI O N actory Built Portion o e r ! FR 0 To. r _� C j Fes. L ` 1 r g:”' n¢r. 1 A � j I > � ,S i� �� I B _ '.' I m Fr- l `" �n ? `,, 0F 4 CB 'A TIMOTHYti 9G p R AK W A 7 1 net r ' l °1G� ' _,,, ! . u M N F� . C O.7 a " = U 1 S ° A as * = TOP OF RECEP TO BE SWITCHED �� sIPo I NOTE: SMOKE DETECTORS TO BE PHOTO ELECTRIC TYPE 3 Ne i ate I CU NOTE: AN ARC —FAULT BREAKER IS REQUIRED (BUT NOT LIMITED TO) Date Signed: Feb 8, 2005 OATS Co ALL BEDROOMS. TWO OF THE CIRCUIT'S THAT ARE STANDARD FOR THE 02.01.2005 S ECOND FLOOR OF A CAPE WILL BE ON AN ARC FAULT BREAKER. � No. '- Mb a Po* RBI, I. PAM 10 W. 01 M Pm RI 10 (570)545 -0387 (800)445 -4898 MOMS U • 33 -847H 3 GFl RECEPTACLE(S) FAN i sillimilpaill, '-G E 29=Cishfrosher IF : ; a" ' I BREAKFAST Ali __I a KITCHEN NOOK 7 I PFS Corporation wr -- I ._R ,�,f p l 4tcFt -J Northeast Region r 4 , " „ - 1I APPROVED 7 r - L I M Wagner - 2 1 --• FNTRY i j r 5 5 j r J 2l16/05 `� Approval limited to L Fl r � �� Factory Built Portion �i, i J 1i.. MK= w ME r 40, • UP= O ,- f� 1 • JIVING ROOM NMI. DINING ROOM n 1 Aida y j A. GE - -- J I M Na 4320 H 0‘i'l g p b `°LISTER` '4, ' /OX�L' . I MI FF R . 6 iO ' 1„. , er7 W AGPI� L Aggt./1,2442 ft 1 ” P f u i Date Signed: Feb B, 2005 M f � C O * = TOP OF RECEP TO BE SWITCHED I W um sumac ma No us AA TO �L LEGEND 0 YY •RECEPfICAt '•STANDARD LIGHT fJpO max -4: _ i 6 y -SWITCHED RECEPRCAL /•WIRE i{sifS::7lMfilE:JFZ3a:J1 p II .20 AMP RECEPIICAL OG'S3i��fi�C�'E. A7' 1.M 4-! 1i1CLT f%1I1lC�F,�ra:l�[i CS •30 AMP RECEP11CAl ®llll�llll4♦�I`7' S)1 KD 1F1L<r,.ME71lC'ir W�51 •SWITCH ®K O /SMOKE 1.i•<9J�E�C i 2.. �14I'A ::I \. d _R__T__ - THERMOSTAT :. NOTE: SMOKE DETECTORS TO BE PHOTO ELECTRIC TYPE. STAT ® ® -THERM O STAT DR \, 11� �_ N SANDARD FAN - ��o�= I ® •PHONE JACK , \'1 Elf � E � ! � =i1C�e OWN: 3 �Lri00� "' LB AN ARC -FAULT BREAKER IS REQUIRED (BUT NOT LIMITED TO) � ATV JACK — .P ANELSOX h1U....1•iJ1lL.V.WiJ OL-.__1e ©RdCMICEA.i 1.4. 5''7, 'o C U ALL BEDROOMS. TWO OF THE CIRCUIT'S THAT ARE STANDARD FOR THE GF *GROUND FAULT MERRUPTU /, -STANDARD VENT o� ' .0 2005 a SECOND FLOOR OF A CAPE WILL BE ON AN ARC FAULT BREAKER. *Air E � 3' -MALES I -J``1 '�` I „ �` II WOW -2( simuGtrr MINIE■1111111111111Mat■ a HIGH WIND FASTENING 00 AWN E. • 3 s.e. ROE RIDGE Mat3orwood L �I - "� •� VENT Homes 1 punt 7/16' AGENCY RATED OPT. ROOF a S �° 2 sn.DS TO AR F G� FA T RED 5/ 2 NCE SHIELD TO EXTEND SHEATHING (24/16 RATING MIN.) �� VENT t251 NAILS �/ INSIDE HORIZONTALLY FROM LM, Ow M SID i 235/ FlBERGLASS AS ( - TO DECK SATO FAST. r/ 4 WALRC FAR4 WALL Niro FAR. W/ 2 ST STAPLES EVERY 1r xle 70 FAWTENID TO PERMR NR FLOW TRUSS 10P CHORD 110 1.1.4 ExP. c h Sw 2.0 W / •� _ _ I I ,.� 1 OVER INS ULATION SICEWALL nWARM LL WARM WALL 11 10 TO U SS P 3 SCRS. TOED 1 SCREW TOED 12' D.C. 2 scams TOED NR FLOW .1110 0 : • 1 PLATE A{Aw 50111311 MIND H ALA WALED _ _ _ 2 moos TOP ATE TO 3 S ACE ED Nw 3 was A OM CE IW) A 3 NAES FA WEED AND OBL 2x6 STRAP FASTENED TO . 2x4 630 TO 38 R • • ,ws 51R 3r ac. 01111 a WALL m E A s RG . r/ a sxfc .1$(2 TOP PLATE KING POST BY MANORW00D D01. T PLATE INSULATION VAPOR „E VIED 5 . a 3 ALrtAwTE TOP 3 NA., Fur NAILED 040 N aW: Y 7,73 at AND FASTENED TO SLOPED BARRIER sorm - - w1 PLATE TO STUDS WWrALL mire FAST. r2' WALL COVERING KNEEWALL BY BUILDER 481704 HATE 1 l W ac. rc 12 , NE. r D.C. STAND. MM.. 31. (MIN. 3/8" GYPSUM) - 4 TO DECK VW INA MIIIIIIW TT7F77T.. XIIMI JOIST MU 2vrc FAST. 4/ 4 WALL 51.5 FAST. r/ 4 WALL ARC FAST. 12/ 3 R 2x8 STUD WALL II PP ll A� 2x4 STUD WALL AIR INFILTRATION STUDS TO DECK S RM JOIST WARES " O ,r slams min ,r swum EVERY 12• (/3 S.P.F.) avxdEtiarS4t.ml1 (3 S.P.F.) R19 INSULATION BARRIER (OPTIONAL) ROOF SAM TO wW,.x 413 OF TIE CAKE 16 OR 24" O.C. DEALILMW11t 18N' OR 24' O.C. W / V A P O R BARRIE B TRUSS LOP CHORD END WALLS, FASTEN 5/ w .e STAPLES. 5' os .. SIDING .� ■ 3 /B' AGENCY RATED ,ao AIM. E.P. o h 544 DPW W ' SHEATHING. 24' RATING =WU MAXI. E,ARRMOE WALL w • , TRUSS 10 TOP 3 SCREW TOED , SCREW TOED 12' ac. 2 STREWS TOED « FLOOR S ' 19/32' STURDI FLOOR y H CH ATE ALONG BOSON ORD 45 ENGINEERED TRUSS r 20' RATING • 4 - - LOP PLATE 10 WAS FACE MAW AND 4 NILS ACE AWED AND 3 I543 FAZE NAILED AND lr 9.0. RM W/ 4 WALL A FAST. r/ B WALL I, sNro AST. W(4 1 ,, - 7 24 iAYTZ;Zw NAILS 1 0 00 wow 1 NONE EVERY 12 FF10 IN4_'FU 1 ETWI BOTTOM PLATE 3 12010 To s o s t NAS FAST. AWED LAD ENE NONE ]60 N WIDER � r , EVEN 12 2 BOW 1r S 90C 2ND FLOOR DRAFT STOP BETWEEN CEILING WPM HAZE 1 MAW s• ac. -, WA s ac STAND. FASTEN,. 3 EVERY 12. S 110C FL" JOIST AND FLOOR JOIST IN TO DECK Hu SIMILAR MANNER. 4 EVERY 12' S 120D L S1" CLUNG TENT 2,6 MN. ix, JOST 51000 To 000 ARC an 5/ 5 WALL. s1RC FAST. r/ W WALL W FAST. W/ 4 5 EVERY 12' $ 1300 ' 1/2 GYPSUM O Lu B RM Jacr STAHES EVERY 1 SA now Y 12' STAPLES EVENT 12' t. B m 10P al ROOF SAT 713 43 Of 'me TRUSS P oRO eD VIALS FASTEN 5 / _ PP PFS Corporation V as - F C Northeast Region 1/2' GYPSUM 130 WAN, E.P. o h Soc. cw0 =�I APPROVED 3/8' AGENCY RATED SHEATHING SWATHING SMALL 030aAt1 WNPMGC MA IL _ S BETTER 2 , 101.05E ro TOP 4 MOO 10(0 5000* c oc. 2 SCREW 1000 '� r.J, 24' O OR BE M Wagner- 2 _ 4. TOP HATE 70 a wKS FACE EKED NW a NAIS FACE NAM AAND a Nuts FACE I4AEED AID' 2/16/05 ^ ---- ° ' • " — ®T 2 sows ADP 14 ac STIR s WALL sxro FAR. r/ 7 TALL ARC FAR. r(a WELD WSTALLED ` W , APPTovWI limited to p `' ;. IMITED TO E T ENS sums NEXT 12- soma 01051 12 . ) F Bu Portion C R A L,ERN5(0 DP . NNLS FACE NAED AND. NONE MK (2 VAPOR 90RRER Factory AP PORTION U 3 PA TE ro STUDS .1z(T ad NA115 e OG LEllllC .,,, r 19/32' 5NRDI FLOOR. (� LT T �-1' PLATE 1 WS. OD. 1 wW S' DC 3ND. FASiFNNG F 20 RATING FACT 4 TO DECK HM / r F JOIST A T N IF _ e. r c3 SRws 10 OFGN WALL 5100 FAST. W/ 7 WALL SAM FAST. r/ 7 WALL ARe FAST ,r W/ S ,� ,� \ Jas CHORD sw•s EvE1n ,r R AHLS EvERr u• s1u•a EvE3n t . 200 , S ROOF aura TO MIN AIR' Of THE DAR FLOOR TO FIRST FLOOR E II \ " FLOOR SYSTEM: ` INSULATION AS I, R B 'RUSS TOP CHORD ENO WILLS, FASTDI (FIELD CONNECTION 2x10 OR tt t/4 REQUIRED srAnts, S' ac SIPAP -2tG x 1 1/2' ENGINEERED TRUSS p t C tA6 x-31 > 3 ' 7 / 1/r a ,r oRaWll LILLY COLUMN /PIER INSIDE OR 0 •Off s! 1 Y V y A ® Ns- R p j I ,CITE SEE COV ER SHEET FOR PEED NwE0AON a1AD. R WWI S INSULATION AS 17RE0 /MARK ' � ALL FURNISHED AND INST , 5 TYPICAL CROSS SECTION BY 0 MS I CD 1 — `1 ROOF PITCHES: 7 • S �I � 3 - s 2 , , 12 O F M4fsi t T 2,3 I, I I I - 1. FLOOR SYSTEM PERIMETER BAND JOINTS TO BE STAGGERED WITH NO SPIJTS OR CHECKS. a .JLIK TIMOTHY A C yr I ` O I I 2. 238 OR 2310 FLOOR SYSTEMS DO NOT HAVE HEAT DUCT CROSSOVERS (HOOD) THRU THE 6111 o MECHANICAL « co JOIO AND NOT TO CUT YR DRILLED THOU ON SITE UNLESS PROPERLY ENGINEERED BY OTHERS. " 'fib ND. fGISTEAL 43270 4 - II 3. A DOUBLE 2312 RIM JOIST ST BE NOTCHED DR DRILLED AT T THE FACTORY A TO ACCOMMODATE q J I ax 1 I THE HDCO. THIS HAS BEEN N ENGINEERED ENGINEERED FOR THIS CONDITION AND THE FOUNDATION BY . L y,J • m a JOIST ON- . • II 4 4 COMMODORE MUST BE HAS BEEN ENGINEERED DEVELOPED ACCORDINGLY. ANY CHANGES TO THE RIM ��//��� "" Ipgµ ElA �' �`„R` L PROPERLY S I ' , 4. . OMIT FLOOR IN WA LL AND CERJ ULA T FONON SSHESWTHSFWl HEATED HAVE AE FLAM5 BASEMENT. SPREAD CLASSIFICATION S 200. 5 , II D AWN 3 5 ✓ = I 5 5 6. H BA E MEN OA CORRIDORS, E F. ROOMS. LAUNDRY R TH. ; ,LLB AND BtSEMENTS IS TO HAVE AVE A A MW. CEILING H HEIGHT GHT O OF 7' -D' -0" PER SECTION R305 OF F THE NC. DATE 5 II II 8. THERMAL CALCULATIONS WILL BE SUBATTTED TO�LOCAL BUILDING DEPARTMENT WITH PERMIT 02012005 N APPLICATION AS REQUIRED. Date Signed: Feb 8, 2005 'VILE! NO.: 0 $ , ENDWALL FASTENING MATE WALL FASTENING SIDEWALL FASTENING 9. FASTEN RIDGE BEAM AND /OR RIDGE RAIL AT EATING UNE TOGETHER WITH /6 X 3' 9000 4 LL AI.. 53, SCREWS 32' Q.C. • 0 n • A r424 - NOTES: AO1ae s fa r is Nab w - EXTERIOR LIGHTS TO BE SHIPPED LOOSE FOR ON SITE INSTALLATION BY OTHERS "+'^"' (570)315 -0287 7112 SIDING FOR ENDS IS SHIPPED FOR ON SITE INSTALLATION BY OTHERS (°°r 45-1598 HANDRAILS, STOOPS ,STAIRS,GUTTERS,DOWNSPOUTS AND SPLASH BLOCKS L L J - - -- ARE FURNISHED AND INSTALLED BY OTHERS IN ACCORDANCE WITH STATE ( _ AND LOCAL CODES THE SIZE AND NUMBER OF WINDOWS VARIES ACCORDING TO EACH + I INDIVIDUAL FLOOR PLAN. Y lit P IMO MASONARY VENEER OR OTHER FOUNDATION FACING IS FURNISHED MIK AND SITE INSTALLED BY OTHERS - ALL DRAIN AND WASTE VENTS SHALL TERMINATE A MINIMUM OF 12 ABOVE THE ROOF LINE e MASS.: ALL VENTS WHICH PASS THROUGH ROOF MUST TERMINATE 1B" TO t C ] _- - -- 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. OF 2' -0" HIGHER THAN ANY PORTION OF A BUILDING WITHIN 10' -0" (CHIMNEY TO BE INSTALLED ON SITE BY OTHERS) f 111■, ... ATTIC ROOF SPACE VENTILATION SHALL BE 1/300 OF ROOF AREA WITH ,II US UPPER HALF PROVIDING 50% OF VENTILATION OBITDLWS RIDGE VENT\ ili I to 1 RIGHT SIDE ELEVATION - 12 I I — — MM._ y ° c7, N 1 , - _ — — � ii I II 1111111 1.). „OF MI, 4 , r+o 10 = 1 ■11. x a c r 41 . y _ ■II ECNANtaL i g v cAlACA Pk\e 0t, 9° N I CD PFS Corporation * orporation onAL1% FA `( �QJ i m MB o Northeast Region .011111416., < 1 s r - APPROVED L �4 s— as I. M Wagner - 2 Date Signed: Fob e, zoos pP AN �=— !� _ I " 1 . n • 2/16/05 N p MpAK — 111 . L MEND II Approval limited to ■11 u5a9x 3 Factory Built Portion = I I ULB LEFT SIDE ELEVATION ` - DATE: a) muirrtzt D 1 3B it / )aorwoo Y PW ..W . I b sd A M s t ab 111 aapwW lIw (570)315 -0381 (800)115 -4898 555- JL ■ItgAll s E tz i£ anrn o co 'll cc ■ ■■ $ a� EMII APPRO l;MiTED TO I FACTORY FUbR 1 ■ FEB 1 6 ?00� NM 2111 �� � p� PPRQtt�� t'FS COP: F MARK WANNER x P FS Corporation � 4- : M: 1 REAR ELEVATION Northeast Region C THY Z APPROVED o MECw1 i3 Na D3 ., ` 3`3 M Wagner _ 2 lb ' ''0 0 . a ^. r�. n 8. Approval limited to F actory Built Portion �' DRAM: 3 m DUE Date Signed: Feb B, 2005 02.01.2005 U 1 • 3A ,o i a Iona roe 6.! ii. I. r is Dow w We n gnu (570)345 -0387 800)115 -1888 8. . 8 • l• l• 12 DESIGN & CONSTRUCTION ONSITE BY OTHERS %Ak: , - , ° . 7/.N ' ' ' - ' ' ' ' ' ' ' ' ' ' - ' ' '—"..''''''''''"'''''''''' ' ''.. . ''' ' ' ' ' '''''- - 1 1 ■.1...... g ' ' •I ■M■ I I ■■M All ' ■ ■■I, ■ ■�, 1u11� ■ ■ ■I� ■ ■■ 1 11 owl Um" o a, II N EW : ■ ■■I 11g ■ ■■II ■!lI ■11 APPROVAL LIMITED TO . - >_ - __ � FACTORY BUILT PORTION 1 _ _ FEB 1 6 2005 U _ ■■■ = ■ ■■ ■ ■■ ■11 Pi -s CARP MEW: ;III �,PPRAU Ci P v ■ ■ ■ � , - - II I° roll ■■■ !Ini MARK WAGNER CIE ■II x � =111111• PFS Corporation I it) Northeast Region .00 Or 4/13 To APPROVED y o nrwr"r ti C.: FRONT ELEVATION o MECHANICAL M Wagner - 2 " °•` �70 H o 2/16/05 �b s istc � 03 • m Approval limited to 1 F actory Built Portion • 3 1 ' 1 "$ ° R Date Signed: Feb 8, 2005 LB ae CD g is 02.012005 a) l NET w b ` 3 T s San ! S N OT to be used to buil t ? n fc ur r1 ; €:nr) z:1 /cd: l'Pifa,,,A, , - erv-nY c r r d r "': • f -', �4 s' . } T . is to e;r. +:'i ' . � • J> c - -A. q _ .�� (/..c 1� `� I .__ ..._ ___ _ .. ..__. • la ' CC..."rrin 3 '3 v ENr :. E: .S, a ° r '' '' . :::.'.2.;''' • ,4 41 A Y✓A IwC f Or �ii:terii�$(::;a 11Y it .,4,-,...), .ii' F$G @5 garages, G A A A. SP c}TtVr )c r C NM AU OR' - 0' - .... Al NIA/ (570)345 -0387 ,- 0 6'- 001AOO (880)48 -4808 NOW. • Mt SILL FLAIR LT MA bar .Np104 DOLTS — — — — Mwar > r#1 RD L URDIWAL FILASTERR 6t MAI Ne I O.C. COD MG63L DCEEIR A IN .. � T I aNa WHEN A CKFIL TY FOR LOCAL a \ I ` NNfAE'NE ilDD!' ( m W . . M \ 1' \ 12'-9' _ . J. FOUNDATION vAU 8 . in , 26' -7' 2'-113' . 7'-OYa' NB M m AM MOM 0 _5 . 7' -n' 3' ' � 4' . 4' ,. 4' -5 ' e I I 0 L L L J . L L J r, h a V . 0.F,L RECEPT, lL BY OTHERS m ¢ 0 CC °r co * CEILING MOUNT CO I SMOKE DETECTOR W p$EC 5 INSTALLED BY OTHERS g G a PFS Corporation = a = .-- \ Northeast Region ` APPROVED 1.J. M Wagner - 2 s ' I ` ` 2/ ° 2 2'-11 4 35' -0Y4 Approval limited to ro 38' -n• ■ Factory Built Portion LIMITED "CO i ApPRO lli t� PpFI TIO x - . FAG"CO Z 2 O C 1 8 7 - U 5 ` ` 3H O F AL i N NOTES' B �`? . ` a TIMOTHY s (I B I) THE COMMODORE CORPORATION DECLINES ANY RESPOSEILMf FOR THIS FOUNDATION LAYOUT. 6) PORCH FOUNDATKIN TO BE INSTALLED BELOW LOCAL FROST UNE & TIED INTO THE A) , 45 � 0 r Cs r- �G)f D MECHANICAL '". R IS RECOMMENCED THAT YOU CHECK LOCAL CODES MID /OR CONSULT A DUNAED ENGINEER HOUSE FOUNDATION. !VIA . 'LU " Na 43270 " IN YOUR AREA TO APPROVE THE FOUNDATION SYSTEM. [� {] 7) FOOTER SIZES SPEWED BY PE OR RA P6206 58 WRH LOCK CONDITIONS. . P r ` `'' 11'S �`'GIST(OL ,(i to O 1 2) ALL FOOTINGS SHALL MEND BELOW TIE FROST LNE OF THE LOCALITY. NOTE: . DAB. S ti i. •' .4W 1 . - .. .. - P. E !eJ t w • c'9 V S 8) SEE DRAWING FOR H^xw PER SPASM. CROSSO XI'S THRO OA , • LINE GIRDER ARE co 3) ALL JOINTS M THE GIRDER BEAM SHALL FALL DIRECTLY ON A FOUNDATION SUPPORT. / - A B) FOUNDATION DESIGN DEPICTED IS SUOOESSINE ONLY, FMK DESIGN EN REGISTERED PE OR RA TO - " H LOCAL BUILDING CODE. ✓ Zr Zr 4 V = - 4) EACH CRAYISPACE SNAIL BE VEMIIATED. OPENINGS COVERED WITH CORROSION FAMILIAR WITH LOCAL COMMONS (BULDR/DEAL R IS RESPONSIBLE FOR CONTRACTING THIS • r I I'Y ..,. d a RESISTANT WIRE MESH OF NOT LESS THAN 1/4' NOR MORE THAN 1/2' IN ANY DIRECTION PERSON). _ .0 WITH APPROPRIATE AREAS AS FOLLOWS: y BOGY — I p. It FOR EACH 150 eq. N CF CRAWISPACE AREA EXCFPf 10) SEE M104 CROSS SECTION NOTES. MARR11DE WALLS OF THE HONE OUE TO FLUC111ATKINS M SITE 9 DRB O) REDUCED TO 10X. ONE SUCH OPENING SHALL BE WITHIN 3 -0' OF EACH CORN OF SID GUIDING 11) BASEMENT STARS SUPRJED AA91 INSTALLED BY OTHERS. RISE OMMONS, SET—UP TREMORS, MATERIALS ETC. R MAY BE E AND RUN BASED ON MAX. MA%. NECESSARY TO ADD MATERIAL TO THE FOUNMTKM WADS TO ACCOUNT OATS: RATED FOIMAOI 5) COMPLETE FOUNDATION BY OTHERS. INCLUDING BUT NOT IIYITEU TO FOOTING DRAINS, VAPOR ROE AND RUN — APPROVED LOCALLY. FOUNDATION. ANY OVER MIN CONDITDNS AFTER THE HOME 6 INSTALLED ON 2 BARRIER TREATED SILL PULE. ANCHOR BOOS OR STRAPS. STAR ILEA, SUB C FOUNDATION. (SUCH MATERIAL i.e. L AGENCY 0 HU T. TM: 0 FOOTING REINFORCEMENT, BACIO• N E. ANC ROOFMC. AND ALL FRAM WON( BELOW THE SILL PLATE. HFATHNC, N.L. MUST BE LIMED FOR IXIROTt USE AND SHALL 8E SHUT NO.: 0 FOUNDATION DRAINAGE TO COMPLY PER STATE OR LOCAL CODE. WHICHEVER MUMS. PRIMED ON SITE BY OTHERS). o EL .. ib itomes a Mos* NW NOW PS 4 1e 4• 41 (570)345-0387 taws q:. U U s , 28, -0' i G s• a-- .. 7, ri F _ _ ill pirlillo■ri 116. 1 WILE. I • BAaLf2 I BEDROOM 43 13 7.% aft of Ram o N 01 IID4 mama REDD 1 ® I I sirrtcENi urn vENr aROVrtE1 ® O e - 1 , w E1 w ¢ z' -11� 7'-oY' -e . era f p -i p PFS Corporation = 1 ,� _ WI �� "" `� I l g I _ Northeast Region ♦ \' \ w m L KCn A P PROVED 1 a 1z' - ��;• IN L3iiIM 1 M Wagner - 2 4 I a 4.• is Approval limited to TS S ' Factory Built Portion it i f I BEDROOM 12 D • ¢ MASlFR BFOROOM 00 . I 11924 sort or RDD11 c i a m I JilL R021 ED'A D'a w_ _ 'U NT PROVIDED. \ , 1 ` DR DF 17' - 8 y�' I 1 tM1 V ° 0 { Z� TI M OT H Y ti in 9 - 3 ' io 9' -3 1 ( !E6 �� \ OVAL PG Tia►� _ § \ " Na a3 ( � 0.,,, P'-]l 20'-73V �. 14' - 4)<t ' 6 20 /dl� . L +" FEB g o f l ien: .... , 38' -0' Ft( !� v y v 4 A ul �R �� ....... Date Signed: Feb 6 , 2005 J ig - MRS-In V Y � DAMN: 3 6 11E N co i - - . 02.012005 a U • 1A ! p a " Yr Orer a,ame nor ha P a :,U IM, Piro PI Ina (570)315 -0387 =45-4898 . pR, -0. 23' -6' 4' -6' a _ DATA RAIL STA STATE LOLL A � IAEL IBCft r 9 ua >n — _ m2 • 1=rel 7/1-,7 .0. Ira „L._ c in - i Y Wn '' -'' B R EAKFAST I KITCHEN N OOK 8 ^ e ., en 5 s� 10 LIGHT o9 % en UGH RE0'A ® — — In Fn 9 .a SOFT of E I 3301 (V PROVE. m , • I SIFPICFFH 3620 VENT L PROVO. , , to - ENTRY I w W 10'-0' S ip IF • -,• a Q 12'-10 6' - 2 •w M 2'-11 " T -0�'; �I . xrA9u m F g w � � E w w $ Q Ii ,�� CO me au Fuu © == N 2 6 - a ru P' Mill A' - 4' �, 9a 6' - ?' �. 4' PFS Corporation 1 PINING ROOM IN Northeast Region UV ING ROOM Q I MI6 LIGHT RIM. e u9, son of 183:01 b tr<a+r AP m Is,oua P n M Wa - 2 LEA vDH PROVA 2320 VENT LIGHT 5uvrtcDFr LIGHT Scar PROVIDE' Approval limited to Factory Built Portion co ?1' -3' � i i F. - F' �. � C O • ,`�� \� AI ._ V i� it----II r 3787 I ei re zo' � . • la 4 ' D TO o 38' -0• App�oY P ®RTIO 9W { 32 70 m FFB DRUM 3 `'C ] 1- pAF JLB m �p V F�r� ►tER _,_..� Date Signed: Feb 8, 2005 ; 0 as 1 RK �,1`8 a OFCE MAILING ADDRESS: MANORW000 HOMES INC. THIRD PARTY INSPECTION AGENCY: PFS CORP. GENERAL NOTES DN. OF COMMODORE HOMES THIRD PARTY MAILNG ADDRESS: 2877 SKATETOWN ROAD MI mecA'wood P.O. BOX 169 RT. 443 BLOOMSBURG, PA 17185 PINE GROVE, AA 17963 AUTHORIZATION NO.: TP1A 12 LABEL LOCATIONS FOR SIDLE 0140.1INC Barg ASSIGNED MFG. NO.: 201 AUTHORIZATION EXPIRES: 04 - - K SRN / TH PARTY &STATE LABEO0 FETED CLOSET , hole A r,,,, CURRENT CERT. EXPIRES: 04 - - .. UNITS MN. HAVE ALL APFUCAOLE PRATES (s7o)34s -aTa7 SPECIFIED IN A CLOSET OF EACH (IOo)445 nwua DESIGN CRITERIA (ABEL T19xo J L U PARTY A DATA PLATE 0 KITCHEN SINK EACH LM UNIT STATE ABEL 0 =HEN SINK LEFT WING UNIT ONLY CONST. TYPE 58 USE CROUP: R4 THESE DRAWINGS ARE THE PROPERTY OF MANORW000 HOMES INC. (HEREIN AFTER REFERRED TO AS NW. ) AND SHILL NOT BE REPRODUCED AND OR COPIED WHOUT AUDWRIIAIKNl. OCCUPANCY: ONE a TWO EARLY DWELLINGS MWUF. WRL BE CONSIDERED AS A SIR - CONTACTOR N ALL BUILDING PROJECTS. SUPPLING A BUILDING COMP(NA/T TD A GENERAL CONTRACTOR OR BUILDER. ALL NOTES WITH REFERENCE TO 111- FRLD", "cm-BETE' OR 'BY BURDEN ARE PERTAINING g STORES ABOVE FOUNDATION: 2 TO THE RESPONSIBLDES OF THE GENERAL CONTRACTOR. BUILDING HEIGHT ABOVE FOUNDATION: VARIES DIE TO CENNC HEIGHT AND AVAILABLE ROOF PITCH THE DRAWINGS N 1145 SLBSE SFIOULD NOT BE SCALED FOR DIMENSIONAL REFERENCE s • ' • - 0 MICR WALL FRE WING: 0 ALL OMEISIO7 UNtO MID NOTES SUPERCEDE ANY SUCH REFERENCE AVARHIE ROOF PITCH: 7/12 DISCRETE moms (PLANS HONG SRILAR ROOM ARRANGEMENT OR SPECIAL USE CONOIIONS, ARCHITECTURAL STYLE) SHILL E PREPARED FROM THESE DRAWINGS WITHOUT PROVISIONS, UMi1Ob: BUILDING SETBACKS AND ZONING REOUIRLIENTS ARE Of MDOPICATDN, ADOITON OR DELETION IN ANY MANNER. RESPONSIBILITY OF THE BUILDERL DEALER. MS S MAY BE JOINED MC.LTHER TO FORM A DUPLEX THE CORDON WALL OF A DUPLE( WILL BE OF ONE OR TWO FR U.L RATED CO/SSIRSCTON AS REQ. BY STATE CODES TRUSSES: LOP CORD NNE LOAD - 45 PSF LOP CORD DEAD LOAD . 10 PSF g ATTIC STORAGE BOTTOM CHORD EVE LOAD. 20 PSF 1 r r CAPE TRUSS BOTTOM CHORD LIVE LOAD. 30 PSF 803T014 CORO DEAD LOAD . 10 PSF FLOORS: NON- SLETPNC AREAS - LAVE LOAD - 40 PSF SLEEPING AREAS -LIE LOAD . 3O PSF DEAD LOAD - 10 PSF OR ACTUAL WEIGH W SPEED RD MPH, EXP. C (3 SEC. CVO DRAWING A>D ED # HIND SPEED CONVERSION CHART DRAWING INDEX a SNOW IOAD 45 PSF :T 7 � ; :•, 1} W iF� [� NO. DESCRIPTION DRAWN REV. DATE mi g cc ta� R MMg 0 COVER 02.01.2005 N/A N/A _ gi 1 FIDE PROTECTION SYSTD0 SLIONE NAM AS PER STATE COOLS CAME FLAME SPREAD HE LESS THAT DR EDML TO 200 (CLASS N .1 1 FLOOR PLANS AND NOTES (FIRST FLOOR) 02.01.2005 N/A N/A 1 AL SMOKE ALARMS ARE 10 BE PHOTO-ELECTRIC to FLOOR PLANS AND NOTES (SECOND FLOOR) 02.01.2005 N/A N/A HEATING SYSIEYS: meow BASEBOARD: 230 WATTS/FT PLANT INSTALLED HOT WATER BASEBOARD: 550 BTU /FT W /180' deg. WATER 2 FOUNDATION 02.01.2005 N/A N/A 0 1 NTER o xE u TOGETHER N POSSIBLE FLOW FIRST FLOOR 2A N/A N/A N/A i FORCED HOT ALL DUN OR FIBERGLASS DUCTWORK N-SITE PARTIALLY INSTALLER 3 ELEVATIONS 02.01.2005 N/A N/A TO STATE AND LOCAL DUCOOEOES� INSTALLED 3A ELEVATIONS 02.01.2005 N/A N/A N/ 38 ELEVATIONS 02.01.2005 N/A N/A VENTILATIOR BATH FANS 113 PRWDE A MINIMUM MR IXLHANGE OF 50 C KITCHEN RARE VOWS, FAN 1S PROWDE AN NR EXCJRVDE 4 CROSS SECTION 02.01.2005 N/A N/A DF 100 CM AND MUST BE VENTED TO THE EXT. MESS RECYCLE TYPE 5 MISC. DETAILS, IYP. N/A N/A N/A HOOD a BEND USED. 6 ELECTRICAL (FIRST FLOOR) 02.01.2005 N/A N/A 0)g Y 1. R a MANDATORY FOR TIE MISSES TO COMPLETE TIES HONE N 6A ELECTRICAL (SECOND FLOOR) COMPUN CE WITH ANY LOCAL OR STATE 01ERCY CONSERVATION 7 D.W.V. & WATER LA 02.01.2005 N/A N/A LINES 02.01.2005 N/A N/A I REQUIREMENTS. ADORRNV. SITE WORK PAY BE BUT NEB LIMITED 7O B GAS LINES N/A N/A N/A a FLOOR INSULATION- CRAWL SPACE a FOUNDATION DUAL INSUIATION- BASEMENT (SEE MASS. CHECK) ( TRUSS DETAILS (SEE ATTACHED) 02.01.2005 N/A N/A A PR710N -- M FS D15 LOWNERlO/m SPACE TIE ABOVE RUST BE MxONHSHEO WIMN S ANE CODE REODREMENIS. OTHER A DRIDGE THERMAL COMPLIANCE (SEE ATTACHED) 02.01 I W �N/A HANICAL - — a TO 2. BUILDER RESPOM9BLE m FILE THE REQUIRED CERTIR CATION FORMS • • t • MI THE LOCH. EIECTH0 MARY PRIOR T3 OBTAINING PEEINNENT HE t` 1 � . ! 0 _ f1ECTTOC SERVICE. /sRa ` I M Timothy A. Baldridge ./ ►� ». _ ` • DRAWN MA STATE BUILDING CODE, CURRENT EDITION . i LB MA F1�T./Gns /Pwuewc CODE Progressive . TE 1993 BOG NATIONN. MECHANICAL CODE W/ AMEND. Date Signed: Feb 8, 2005 .4 . v.012005 k 2002 NARONAL ELECTRICAL cw MAIN• E W/ AMENDMENTS Engineering, Inc. �I3:1 . _ . 0 § ` / PDF created with pdfFactory trial version www.pdffactorv.com 13 - 0 T n Job Truss Truss Type Qty Ply iii MANORWOOD 274 PA 6) 26133 P384403 HINGED COMMON 1 1 14' WIDE 7/12 DOUBLE HINGE (SINGLEWIDE) G DSG: AJS - REF #2741285 Universal Forest Products Inc., Grand Rapids, MI 49525, A.J. Strong 6.000 a Feb 19 2004 MiTek Industries, Inc. Mon May 10 07:45:10 2004 Page 1 n ` ` p y r -- NE B ! t of f c y� 7i I 2-64 I 6 -9 4 I 1 1 8 8 I 13 6 8 I 1 � � 4 , r 'l 1 " e,A, ;`p '� ,� F f"p P , . %I m 2 4 -3-0 4 -11-4 1 -10-0 ' 4, e ,p y y , � t t r KEw N * , ': 0 , c SEAL : - - - - a, ¢ - FRE.EMANt ' 1 028074.: 1 r: s.> I ENGINEER a t' /. 4 T t � . x l " No, i ce t j ,.. : a ,.4 acid I i : T �, `` ..e a 4 a II ® � t�. r ` Max Gr = 4/..,,,,,-;.4 :-.' awl i 7/ I am I I 16 111 111 I ,► . $ 1 695(load case 10) . 47iJAG •?...- y_ � t, l _ 6 = 669Q08d Case 11) yr•gllrnrWFdl `y $w Ir "a Rs 9 i'S g. en Conn. 180(119 2 •n C4 Connection detail Non - standard connection. Home manufacturer should "' WI L,: r.:;"1 ►� warur consult a qualified design professional to design this Opt 1 Cant Opt 1 -0-0 Cant connection. '`� O Fq .e >fd f • 2-6-4 8-9-4 11-8-8 1368 A 3 ' R . ' . •., , 2-6-4 6 -3-0 2-1 1 4 1 -10-0 Connection should be designed to sustain a 267# axial 3 1 f force and a 187# shear force. S 1 t ,, : i s Plate Offsets (X,Y): 11:0.3- 7,0-1 -71, 11:0.3- 3.1 -1- 141,13:0-05,0-1 -21, [5:0.0. 11,0-1 -2L 16:0-05,0-1 -2], 18:0-3-3,1-1-141, [8:0- 3- 7,0.1. 7],19:0-3- 0,0-1.01, [11:0-3-0,0-1-01 vol,-,. • ICJ? t f t LOADING (psf SPACING 2-0-0 CSI DEFL in (roc) Vdefl 1_/d d PLATES GRIP "1 + •..' ?56'x. •:,..N ..f TCLL 45.0 Plates Increase 1.15 TC 0.66 Vert(LL) - 0.15 10-11 >999 240 MT20 197/144 'a ,s. t....,... °E TCDL 7.0 Lumber Increase 1.15 BC 0.50 Vert(TL) - 0.25 10-11 >630 180 MI118 141 /138 r turmin*>t ° BCLL 10.0 Rep Stress Ina* YES 108 0.09 Horz(fL) 0.00 8 Na n/a BCDL 10.0 Code IRC2000 /ANSI95 (Matrix) Weight 64 lb LUMBER TOP CHORD 6) All plates are MT20 plates unless otherwise Indicated. 14) This truss has been designed to meet 2003 IBC Section TOP CHORD 2X4 SPF Not 1 -2 = - 368/23 2 -3 = - 454 /102 7) See BEMIS DETAILS for plate placement. 2308.10.7.1;2003 IRC R802. ad . [P1 BOT CHORD 2 X 10 SPF No.2 3-4 = - 430/119 4-5 = - 328/131 8) Provisions must be made to prevent lateral movement of hinged 15) This truss has been designePFt$480388SlatipQrde , WEBS 2 X 4 SPF Stud J� - : . 5.6 = - 358/86 6-7 = - 460/76 member(s) during transportation. Sec. 2303.4. KEVIN ' WEDGE - 1 mhtr Mt ,1 7-8 - -347/52 9) All additional member connections shall be provided by others for 16) This truss has been desig,klQCr @ ,II PC gde, Left: 2 X 4 SPF Stud, i F" GAIL , - BOT CHORD forces as indicated. Sec. R80210.1. A pp R����s Right 2 X 4 SPF Stud t. t fp;.42s#0 1.11 = - 38/299 10-11 = - 38/299 10) Provide mechanical connection (by others) of truss to bearing 1 i - - . _ • -. n designed to rlteet 20t724CT1TSSec 2304.4 I 9-10 = - 38/299 8-9 = - 38/299 plate capable of withstanding 110 lb uplift at Joint 1 and 109 lb u• • iM a�f N_ York S.ffie) �t�// �aa�aappppppttl1ee.,�_ BRACING ` 4 ' • � WEBS joint 8. 11 L �• L - = designed t o m ee(2go2 RCRYS 102.10 .2 TOP CHORD �' 2-11 = - 418/195 7-9 = - 421/164 11) Truss members shag not be cut, drilled, . Iced . ': ®� y r -.;`t L. 1 f : Y om State) 16/05 Sheathed or 6-0.0 oc pudies. 5-10 = - 53/180 otherwise altered without wriden approval o the • © 1R .. Nit, hi truss Is a revi- • n of P384�.� d to 10 m BOT CHORD 12) Take precaution to keep the chords In p n " _ T • • 9) KPP��� �' Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES twisting of the hinge plate mud be repaired • =fore the building Is 2��� Factory Built Portion 1) Wtnt ASCE 7 -98; 90mph; h43011; TCDL =4.2psf; BCDL=6.Opsf put into service. REACTIONS pb/size) Category II; Exp C; enclosed; MWFRS gable end zone and C-C 13) This truss has been designed to meet 2 r , • IBC Sect�e,[' (] 1 = 636/0-3-8 Eoderior(2) zone; cantilever left and right exposed ; end vertical left 2308.10.7.1;2000 IRC R802.10 . r GD 8 = 636/0-3 -8 and right exposed; Lumber DOL =1.60 plate grip DOL =1.33. This truss .. - - . � � - 0,0B? Max Horz Is designed for C-C for members and forces, and for M WFRS for 1 = - 129(loatl case 6) reactions specified. w, 1 x 4111 1 �!:.... Inc. 2801 EAST BELTUNE RD, NE E Max Uplift 2) TCLL: ASCE 7 -98; Pg= 45.0 psi (ground snow); Category II; Exp C; ® WARNING - Verify design • „ - . ,vr el FAX 9 91 ea 4 a 50960 GRAND RAPIDS, al 49505( 1 = -110(load case 8) PartIaly w =1 Tdesgnla b.,.a,cy w w rnlen=rn< shone s u�' - eW r and toutedc t aysrasuba design wgnn.nn.. 8 = - 109(load case 9) 3) Roof design snow Ymmn load has been reduced to account for slope. end paper a on cemponrd n ta reopens' raw • minus drew.eno/gn Wotan is for atom r=potpott M Inca/Hai web member* n. Max Gray 4) Unbalanced snow loads have been considered forthis design. Additional temporesy tracing Y Insure Meaty duals canaeomn lY.nmmnwy alto tondos Addew.Iwrmrwd bring o/ en wennmwn.letb. roeppnabty of g= bolding designer F= n.eo general guidance , Y gbk .YM1 r= pulnydo4Mou nceq. es.decal,eneeen and COM* 0$743$3 Gully Standard, 1 a 695(load case 10) re 5) This truss has been designed as per IBC Sect. 1605.3.1.1 Load 0613-911 Bracing Specification. end HB-91 banana Habana and °rattle R.wnm.nana u.s. f ,e Truss ate . PY Iraa,d t .. morord° Drive. etadbon. WI e]Tte P 8 = 689(load case 11) reduction, for multiple live loads. rwwr,wl,ksupoomwYM,,.tTa nambe n wwrYa m01 w. uunn.' west Pmdwe.Ira 0 -o .. I n ▪ Job Truss Truss Type Qty Pry MANORWOOD 274 PA O 26133 HM507003 HINGED MONO 1 1 14' WIDE 7/12 MONO a DSG: AJS REF • 2741285 g. Universal Forest Products Inc., Grand Rapids, Ml 49525, A.J. Strong 6.000 s Feb 19 2004 MiTek Industries, Inc. Thu May 06 13:18:55 2004 Page 1 I 2-2-9 I 10 - 7 I 13 -5 -12 13-1,-6 a 2 -2 -9 6-3-14 2 -11 -5 0 -0 -10 , ` °.:.!..4.1.c4, , e t- ,� P W 0I *etkxrb s s KEVIN *� • 0) a cy 6 , e�� sp +t[. � O gi b EyA CQeg � f � W. ti . o .Z - onn. 223 I • �` �t �O flu sag ; FREE 0 * k a 0 * �r t g. ,1- .; n kNGtNt bH 1 la BEH18E 1 -0 -0 ,! V SM 1A, r l , 41,, 4- ►, e i Z '' A' r :. 7.00 12 y " L 4 I c FRI e y S ; 421x � Fa as32 4 4� �, , a 1 y CANT No 4990p1 F Pige . ' � ` k� lu 9Q SSIa�_'`' 0 S :5 Optional 1 -0 -0 Cantilever ab REACTIONS (lb/size) x u wrtNL 7 = 595/Mechanical Otxr f M q A 4 1t S ri, : 6 = 0 /Mechanical r P . • • + Oj .,,,,*.w,_ �r Y'W t 1 ` /. 9reilrra \ BEI J .1 d . O " q7 ,t , Vt lj 4 £i 4x4 t 2x5 \\ Conn. 594 Ib 9 1 - s7s/a3 a - oh �t o, 3x1 I IZ�C� ' One Face () Max Horz 41. o � HG8 HGS 1: 6 = - 137(load case 11) (I KEViN ' * m = KEVIN W FRE MAN o S 4x5 3 i i f h` a , a d 1 1 .�� ', �- EV , pT 1 = 283(load case 8) FREEMAN . r r .1.c�, EX &SEER ��l p N c TT I" , c' Max Upli E -65328 A, a' �` irr p �.( l � , / _. 3 1 �� 7 595/Mechanical case 8) 1 S. 9 O . ; ti. -' 4re 255 , -=� „ To t 8 7 1 83 load case 8) or 1x4 II 4x6 = Max Gray SS ®' ... - _ ' '''.>.A' l g r N , ' APP � PoRT1 IP! 2 -2 -9 13-5-12 13f-6 6 7 = 778(load case „) ® +"'. u+ F A�+TQR I I tl 1 = 922(load case 11) 2 - 2 - 9 11 - 3 - 3 0 - 0 - 10 er r Plate Offsets (X,Y): [1:0.2- 5,Edge], [1:Edge,0-0-151, [2:0-1-12,0-2-01, [3:0- 28,0 -4-6], [3:0.0.5,0 -0-6], [4:0-0-11,0-1-21, [7:0 -1- 12,0 -2.01 I, � �j]�� 1 LOADING (psh SPACING 2 -0-0 CSI DEFL in (loc) Vdefl Lid PLATES GRIP t , i TCDL 45 .0 LumberIncre 1.15 BC 0.69 Vert1.15 TC 0.78 - 7-8 u223 180 M118 1411 8 AppROVEL t4- *U W U , ,. BCLL 10.0 Rep Stress her YES B 0.93 Horz(TL) 0.02 7 n/a Na ��� yplAGNI ,n -- BCDL 10.0 Code IRC2000/ANSI95 (Matrix) Weight: 64 lb 114 t'y . LUMBER Max Uplift 6) All plates are MT20 plates unless otherwise indicated. 13) This truss has been de - . • • eet 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. 17 2 X6 SPF No.2 Max Gray 8) Provisions must be made to prevent lateral movement of hinged 14) This truss has been designed to meet 2003 IBC Section BOT CHORD 2 X 4 SPF 2100F 1.8E 7 = 778(load case 11) member(s) during transportation. 2308.10.7.1;2003 IRC R802.10 . WEBS 2 X 4 SPF No.2 'Except' 1 = 922(load case 11) 9) All additional member connections shall be provided by others for 15) This truss has been designed to meet 2000 MI Building Code, W3 2 X 3 SPF Stud, W1 2 X 4 SPF Stud FORCES Qb) - Maximum Compression/Maximum Tension forces as indicated. Sec. 2303.4. EV2 2 X 6 SPF Not 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. ppC r,, ,. f Left: 2 X 10 SPF No2 3-4 = - 671/35 4-5 = - 284/43 joint 1. 17) This truss has been desigredlo1ra19tCOR P 5IP1303 4 BRACING 58 = - 163/55 7 -9 = - 519/239 11) Truss members shall not be cut, drilled, sliced, notched or (Building Code of New York SgEltiq = -265/1262 7 -8 - 26511262 drtwgaS E a'0�1� otherwise altered without written approval of the design engineer. 18) This truss has been designed o meei'2o02 Rtt5 8802.10.? TOP t CHORD or CHORD 12) Take precaution to keep the chords in plane, any bending or (Residential Code of New Yon State)AP PROVED BOT Sheathed CHORD or 3-7-2 oc purlins, except and verticals. 1-8 ORD WEBS twisting of the hinge plate must be repaired before the building Is 19) This truss Is a revision of K4507001 _ Ohara ed winds ed to 90 mph m W Rigid ceiling directly applied or 10-0 -0 oc bracing. 4-9 = - 594/273 2 -8 = 0 /566 put into service. a ner - WEBS 2 -7 = - 1046/134 2/16/05 1 Row at midpt 2 -7 NOTES Approval limited to JOINTS 1) Wind: ASCE 7 -98; 90mph; h =30ft; TCDL =4.2psf; BCDL =6.0psf; Factory Built Portion 1 Brace at Jt(s): 9 Category II; En) C; enclosed; MWFRS gable end zone and C-C REACTIONS (lb/size) Fxderior(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 1 = 676/0.3-8 C-C for members and forces, and for MWFRS for reactions specified. 6 = 0/Mechanical 2) TCLL: ASCE 7 -98; Pg= 45.0 psf (ground snow); Category II; Exp C; A WARNING - Verify design parameters and READ NOTES Unvaeel Faast Prodca, Inc. sent EAST BELTUNE RD, NE 0 Max Horz Partially Exp.; Ct= 1 PHONE (818 FA%(81 67J�OOm GRAND RAPIDS. MI /B500 CI 1 = 283(load case 8) 3) Roof design snow load has been reduced to account for slope. T design le based only upon mambos show, and a for an fr,w,r ul sic kl wnpann b be bawd end bedd ~Only. Applk b (v or .510 pnn=ara 6 = - 137Qcad case 11) 4) Unbalanced snow loads have been considered for this design. and proper Incorporation of component le responsibility al bolding designer -notwes designer. Babe aro.m 1. for Wand ewprt of Individual members soy. tampwvy boring b insure eablay during coaarwbn le the naponalbWy of INnsota. Addbla=1 pm=nert laming of du overall no=on le the Max Uplift 5) This truss has been designed as per IBC Sect. 1605.3.1.1 Load rasponsaey a u= bunting designer. For gems! guidance repealing e Cellon,wuboo Mowry. erection end bracing. canna OSTaeo, =ay sedan, la 7 = - 224(load case 8) reduction, for multiple live loads. Dsa-ea Bowing spdM1=atbn, and HB-51 Hanging In t are and Bracing R.rcmm.,tleeon.,neable from Inns PI. lnSbt.. ens oonofm Ddva, Madison, *0 53719 J:buooatyAbkBnnwmgneral lel TamonN.b= El wprrMr MW bra Universal Fad ROduca Inca 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" Up 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 HYAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range (F) 9" Runouts 1" and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201 -250 1.0 1.5 1.5 2.0 Low Temperature 120 -200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40 -55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) APP' •VAL LIMITED T FACTORY BUIL PORTION FFB 6 g105 opROVE.0 rr� rs MARK WAGN - _ PFS Corporation Northeast Region APPROVED M Wagner - 2 2/16/05 Approval limited to Factory Built Portion PDF created with pdfFactory trial version www.pdffactory.com 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated, in accordance with Standard ASTM E 283, with no more than 2.0 cfm (0.944 L/s) air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 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: Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R- values and glazing U- factors must be clearly marked on the building plans or specifications. Duct Insulation: Ducts shall be insulated per Table J4.4.7.1. Duct Construction: All accessible oints, seams, and connections of supply and return ductwork located outside conditioned space, including stud bays or oist cavities /spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. The HVAC system must provide a means for balancing air and water systems. Temperature Controls: Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Heating and Cooling Equipment Sizing: Rated output capacity of the heating/cooling system is not greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: AP ??PROR� BU T PORTION All heated swimming pools must have an on/off heater switch and require a cover Wover 20% of the heating energy is from non - depletable sources. Pool pumps require a time cl I k. FEB 7ED TO \ 1 6 ?_005 Heating and Cooling Piping Insulation: opROV D p i , HVAC piping conveying fluids above 120 F or chilled fluids below 55 F must be i .ulatectA i WA a levels in Table 2. PPS Corporation Northeast Region APPROVED M Wagner - 2 2/16/05 Approval limited to Factory Built Portion PDF created with pdfFactory trial version www.pdffactory.com REScheck Inspection Checklist Massachusetts Energy Code REScheckSoftware Version 3.6 Release 1 PFS Corporation Northeast Region DATE: 02/01/05 APPROVED PROJECT TITLE: NS098 -A / HARRITY 18 M Wagner - 2 2/16/05 Bldg Approval limited to Dept Factory Built Portion Use Ceilings: 1. Ceiling 1: Flat Ceiling or Scissor Truss, R -30.0 cavity insulation Comments: 2. Ceiling 2: Flat Ceiling or Scissor Truss, R -30.0 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 Doors: 1. Door: 7280: Glass, U- factor: 0.390 Comments: STANDARD SLIDER 2. Door: 3680: Solid, U- factor: 0.180 Comments: ENTRY DOORS 3. Door: 3680 -G: Glass, U- factor: 0.180 Comments: ENTRY DOORS Floors: lT�p TO 1. Floor 1: All -Wood Joist/Truss, Over Unconditioned Space, R-30.0 cavity ins lati�PROY BM PORTION Comments: FACTORY U�I 2. Floor 2: All -Wood Joist/Truss, Over Unconditioned Space, R -30.0 cavity ins ation FFR 1 6 2.005 Comments: pPPROVEU N15 t,;OPR Heating and Cooling Equipment: MARK WAGNER 1. Boiler 1: Other (Except Gas-Fired Steam), 80 AFUE or higher Make and Model Number Air Leakage: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. When installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements: PDF created with pdfFactory trial version www.pdffactorv.com . itt HLY Co* ref mit; Y ;1 4:til t PFS Corporation Northeast Region er Q Z7_7 a ,y_ (✓,e APPROVED M Wagner - 2 Permit Number 7-- / S 2/16/05 Approval limited to Factory Built Portion 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 18\HOME STORE - HARRITY 18(PERMIT -MA- 02.01.2005) PROJECT TITLE: NS098 -A / HARRITY 18 CITY: Northampton STATE: Massachusetts �01,0F MA S S'S HDD: 6404 , TIMOTHY A. t BALDRIDGE CONSTRUCTION TYPE: 1 or 2 Family, Detached o MECHANICAL H HEATING SYSTEM TYPE: Other (Non- Electric Resistance) No. 43270 WINDOW / WALL RATIO: 0.15 oobc GISTE��' SS /ONALO DATE: 02 /01 /05 DATE OF PLANS: 02.01.2005 ' DESIGNER/CONTRACTOR MANORWOOD HOMES Date Signed: Feb 8, 2005 THE HOME STORE COMPLIANCE: Passes Maximum UA = 310 Gross Glazing Your Home UA = 277 Area or Cavity Cont. or Door 10.6% Better Than Code (UA) Perimeter R -Value R -Value U- Factor IJA Ceiling 1: Flat Ceiling or Scissor Truss 765 30.0 0.0TO Ceiling Wall 1: Wood Frame, 16" o. Truss 2037 19.0 C b p ft'( t 5U\ ' loN Window: 3857: Vinyl Frame, Double Pane with Low -E 256 0.350 t�J Door: 7280: Glass 40 FS 139b 16 Door: 3680: Solid 20 _ 9 O Nr `; UF1P tj Door: 3680 -G: Glass 20 PR M - EP Floor 1: All -Wood Joist/Truss, Over Unconditioned Space 765 30.0 0 1 25 Floor 2: All -Wood Joist/Truss, Over Unconditioned Space 137 30.0 0.0 5 Boiler 1: Other (Except Gas -Fired Steam), 80 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 MECchec/* 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. Builder/Designer 4/ Date Feb 8, 2005 tiAM p 204 „�- 0 4: ,. (City a Xt rtI &inptnn • Z =* �., r)1Gla ssachusetts - wig tSr:5+3� 7 DEPARTMENT OF BUILDING INSPECTIONS INSPECTOR 212 Main Street • Municipal Building a,v s`e Northampton, MA 01060 HOME OWNER EXEMPTION ACKNOWLEDGEMENT The State of Massachusetts allows the homeowner the right under 780CMR 108.3.4 to act as his /her construction supra: , sor. The state defines "Homeowner" as, " Person(s) who owns a parcel on which he /she resides or intends 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 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 regulations. The inspection process requires that the building department be called to inspect work at various stages, which include foundation /footings (before backfill), 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 • o �-t iw-r nT O 1 .. • WEIP (ri f icrrflj ilt}� 1 �= � n — E �Zc3 �kc1 osdIts _ • �, t�— • DEPARTMENT OP BUILDING INSPECTION'S • - 1 212 Main Street Municipal Building • Northampton, Mass. 01060 r WORKER'S COM:PENSA I ION L'vSURANCr_ AFFIDAVIT Pirs /4 ttc (liccnsecipc mittcc) with a principal place of businessfresidence at: / �_C 6 6 L ` / ` U 6) (phone) y'/3 )/e s'01 S ,fo (sn ty /stolen p ) do hereby certify, under thc.pains and penalties of perjury, dui I am an employer providing the followinlz worker's compensation coverage for my employees wor nng on this job: //e; (lasur_nm Comr_ rv) (Policy Nt. r) (Expiration Data) ( ) I am a sole proprietor, general coot -acor or homeowner (ci:ce one) aD have hired the contractors listed below who hive the following worker's compensation policies: • (Name of Copt: tcto-) (Insuranc: Company / ?oLic; (_::piracon Dntc) (Name of Coates etor) (l.ns ranca Co mpaay/Poli cy Nurtcsr) (Exoir,:tion Date) (Name of Conretor) (Insurance Compan Namb i) (Expiraoa Date) (Name of Contractor) (Lnsurance Comrny/Poticy Number) (E.xpiration Data) . (attach zaidiziocrd yA.µ if n : to inclu. ,oforra oc pci ^. to di cocc- -co:-3) ( ) I am a sole proprietor and have no one wori.dng for me. ( ) I am..a home owner performing all the work myself. NOTE: plcu be atY2r d w.'t c bcmcowocrr uto axploy pc'..00a to -� Y cs c��o c rcpd. it woric cc • dw 1 7: ^i; of ant cope. tlr.o ttrw_ taut is utich the bounoownc rtrida or oa the crouoes Wpurtca -^.. tbero crc oo( - .11 v coed..- -oi to be citploycs une.r the wok c- aico Act (G12I52s 1(5)). rpptic tico by n bommava fot e lip _ cc pewit rimy e.id occ tl`e Ic& l rtayc of ea rc pIoyet uoder dso Wor'cces Comp -o ,t ion Act_ I uadcrz.nd tied. a copy of thin c toco.st m.y be foev.erdnd to the C p. taaooa of 1 • *•ici AO+odctO' office of treur•aoe for the covci. vcinc11oa pad ttt.t L-ilta-c to too= `covcrosc uodc :.cctioo 25 A of MOL 151 cta led to tbo tar :asim of ciminol penalties cocci-zing of & floc of try to 51,S00,00 LnUor impriaoamc;n or up to coo ytor Lod civil pavhia a t c form of a Stop Wort_ Ordc r Lod e £00 of S100. city �EaiaA For only Pc- wit Number Y Mapg __ Lot Si urc of LiomscdlPcrntiUcc Date .. .r, SECTION 8 - CONSTRUCTION SERVICES r 8.1 Licensed Construction Supervisor: (O / Not Applicable ❑ ` Name of License Holder : I/ 7 '� c S �f 44'6. '� ` Q f °Z' °Z d License Number L// CO Cr. I L • 5 v , 740 Address Expiration Date y/ 3 ok /° ° Signature Telephone SaRegistereii Home tileiravetitetifC°ontractoit „,_ . -X ra 7 Not Applicable ❑ � 4. Pit a c -e er. 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 Ili. No ❑ 1 1. = Ho The current exemption for "homeowners" was extended to include Owner occupied Dwellings of one (1) 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 r f SECTION 5- DESCRIPTION OF PROPOSED WORK (check all applicable) New House t;!% Addition n : Replacement Windows Alteration(s) El Roofing Ft Or Doors D Accessory Bldg. ❑ Demolition QQ � ❑ New Signs [D] Decks [[_] Siding [D] Other [D] Brief Description of Proposed P Oft oPose /1.... w/ A fri- elf -r A- /Ttc1vj L» r /-' 6 I. ,„c 6 Alteration of existing bedroom Yes No Adding new bedroom Yes No . Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll - Sheet sa. ifNew l Oi se - aiid ortiadd>itio tQextstitt9'' tOuwnth d pletethelotfowinq: a. Use of building : One Family k. Two Family Other b. Number of rooms in each family unit: c Number of Bathrooms 2, S c. Is there a garage attached? it i d. Proposed Square footage of new construction._ / S Dimensions 1 t ( / 1 2Y1i/f e. Number of stories? A. f. Method of heating? //1-v L . Fireplaces or Woodstoves 0 Number of each _ g. Energy Conservation Compliance. /' 1 Masscheck Energy Compliance form attached? Y f h. Type of construction A `-/. i. Is construction within 100 ft. of wetlands? Yes XX No. Is construction within 100 yr. floodplain Yes X 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 X Private well City water Supply X SECTION 7a - OWNER AUTHORIZATION - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, , 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 I r/i rt e S 14. e R ' i V , as Owner /Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. J Wi n- e S ,'�- eCe. ;il i i/ Print Name 40:›Z°1(----(7 T/r /e i Signature of Ow r / Date o Section 4. ZONING All Informatibh Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by —� �7 Building Department Lot Size - -- — /(ii /j ._..9["�C� ii i Frontage - - -- — _ , Setbacks Front i Side L:! R::-., L: a n ? R.' A o ` Rear 7J Building Height . - . Y Bldg. Square Footage % r 1190 Open Space Footage (Lot area minus bldg &paved JV72 ` / ° ` 0 I i 35 parking) ✓ # of Parking Spaces Fill: -- -- — - - (volume & Location) — A. Has a Special Permit /Variance /Finding ever been issued for /on the site? NO 0 DON'T KNOW 0 YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DON'T KNOW 0 YES 0 IF YES: enter Book > Page:; and /or Document # B. Does the site contain a brook, body of water or wetlands? NO DON'T KNOW 0 YES (3 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained Date Issued: s C. Do any signs exist on the property? YES 0 NO V) IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property ? YES l0 NO la 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 0 ,. NO C IF YES, then a Northampton Storm Water Management Permit from the DPW is required. N YDe a rfine trSe o VR City pf lrfort Sta o� etml , � ullcfig Departme veuvayF'e, X 212 Main Street S eweSe ti va Room 100 Vt fermi EF Avarla6ity a AL� % �� thampt�on; 'MA 0106 �t'o Set of Plans" 4 '. '" . ' phone 413 587 - 124 Fax 413 587 - 1272 k� s h PtOttSlte Plans _ � ' ri a u & *> .y Oth � APPLICATION TO CONSTRUCT; ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION - 1 ' - SITE INFORMATION 1.1 Property Address: l� T� s 111'71:-,.i., section to b completed byroffi 6 .0 C c /2 . . Map Lot Unit Z one Overlay . Di strictM •El S L Di " _. -CB District " SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT 2.1 Owner of Record: / ��� "- .6 (4 l ,I c �J ((frt. 7 y /LC t/( C�v; - "czGL s Name nt) Current Mailing,Ad ress: Telephone Sign re 2.2 Authorized Agent: Name (Pri t) 4_ Current Mailing Address: /v,"4'' 9 Signatur, Telephone SECTION 3 - ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Dollars) to be Official Use Only completed by permit applicant 1. Building � i � (a) Bu Permit Fee 2. Electrical (b) Estimated Total Cost of 7 d c' z Construction from (6) 3. Plumbing `, Building Permit Fee 1 4. Mechanical (HVAC) 5. Fire Protection 6. Total = (1 + 2 + 3 + 4 + 5) l' d e +) Check Number / ao Z (1/ 1 ��' This Section?For Official Use Only Building Permit Number. sued: I Signature: Building Commissioner /Inspector of Buildings Date File # BP- 2005 -0841 APPLICANT /CONTACT PERSON JAMES HARRITY ADDRESS /PHONE 41 CORTICELLI ST FLORENCE (413) 585 -8025 PROPERTY LOCATION 68 ICE POND DRIVE MAP 37 PARCEL 105 001 ZONE SR THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out [} / /� Fee Paid /6 � / c Typeof Construction:_CONSTRUCT 2 STORY MODULAR SFH W /ATT GARAGE/PORCH/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 INFO ATION PRESENTED: 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 Air JA// • 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. ,` !Commonwealth of Massachusetts .�� Board of Building Regulations and Standards r er Manufactured Buildings Program 39--tez5d LABEL REQUEST FORM This Section for State Use Only Date Processed L! j a pix)5 Label Numbers: I. `i 1 -.`, :' ; I Issued by: l,�« Fee Received $ 000, 0 , & en Check Number 0 (08g. 9 This Section to be Completed by Manufacturer - PLEASE PRINT OR TYPE _ SECTION 1 - MANUFACTURER INFORMATION BBRS \DPS I.D. # 0331 05 Manufacturer Name Manorwood Homes MC # 201 Street P.O. BOX 169 City/State /Zip Pine Grove, PA 17963 Telephone Number: ( 570) 345 -0387 Fax Number: ( 570) 345 -6003 Email: wmorris@ manorwoodhomes.com Manufacturer - Plant Inspector Wayne Morris Third Party Agency PFS Corp TPIA # 02 Number of Labels " Total Amount Attached $ 2 Co - 0 0 Manufacturer's Serial `7Sc) 2 6 _ - Manufacturer's Model NS 9�lcf UZ(� Number Designation SECTION 2 - LOCATIO OF BUILDING era , Street City/State /Zip y ,. '' /Y1� SECTION 3 - BUILDER/DEALER/CERTIFthD INSTALLER INFORMATION Builder /Dealer l Y rbrrw Stre.> Street `P (.60 k 600 City /State /Zip tidA L b'� t U j Certified Installer eL 1 ! Q 2 Licensed Construction License Number: 45aaC0o Supervisor Jci /! � nLs Expiration Date: 9 /05 This form shall be completed by the manufacturer when requesting manufactured building labels. AU 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/ .O. Box 1063 P Hadley Building - Ground Floor Westboro, MA 01581 Bbrs \Forms2\ ntfgLabelReq uest March, 2004 s cstiAMp � • .° 6fira,e, °ti _ a A w �� : a t e LIi of IIZ�I11�1II11 1y *` _/, M O j d iGlasaachusctts _ ,2,34.1,2 ' E „, OF BUILDING INSPECTIONS � � -�2 _ _ ; , INSPECTOR 212 Main Street • Municipal.Building Northampton, MA 01060 to ''' ‘ 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 68 Ice Pond Drive as shown on the Assessors Page# 37 , Lot #., 105 , Zone SR in the City of Northampton, as herein specified: ' CONSTRUCTION TYPE(780CMR 6) 5B USE GROUP CLASSIFICATION (780 CMR 3 R4 OCCUPANT LOAD PER FLOOR (780 CMR Table 1008.1.2 40 psf 30 psf LIVE LOAD PER FLOOR (780 CMR Table 1606.1) 40psf Under the following limitations, special stipulations, and /or conditions of the permits: Issued this 17th day of June • , 20 05 Certificate of Occupancy and Use # BP - 2005 - 0841 Authorized Department Personnel Electrical , j. . Elevator ' /"7 _ ..: .4 / . P A , r , Fire . /i ., . A A /: wr Building Gas VA/a. /). 1611 041 .2 i Building Commissioner iV • 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 68 ICE POND DRIVE BP -2005 -0841 GIS #: COMMONWEALTH OF MASSACHUSETTS Map:Block: 37 -105 CITY OF NORTHAMPTON Lot: -001 Permit: Building Category: BUILDING PERMIT Permit # BP- 2005 -0841 Project # JS- 2005 -1167 Est. Cost: $97000.00 Fee: $975.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: 5B Contractor: License: Use Group: R4 JAMES HARRITY 052260 Lot Size(sq. ft.): Owner: EQUITY BUILDERS REALTY TRUST Zoning: SR Applicant: JAMES HARRITY AT: 68 ICE POND DRIVE 68 v� 6'' iVLl Li: Applicant Address: Phone: Insurance: 41 CORTICELLI ST (413) 585 -8025 FLORENCEMA01062 - 1240 ISSUED ON :4/6/05 0 :00 :00 TO PERFORM THE FOLLOWING WORK: CONSTRUCT 2 STORY MODULAR SFH W /ATT GARAGE /PORCH /DECK POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector - of / Wiring D.P.W. Building Inspector Underground: Service: 5- Meter: f ,7 `/ �` " ` Footings: RoughS= r- pgA Ai, . -:, Rough: House # Foundation: O k ii' /9 -0 5 _i Driveway Final: CO P /36' 1L t' '6, -6 b Final: 01/0 Final: 6/4,/4-- 1A ,Cj Rough Frame: Gas: Fire Department Fireplace /Chimney: Rough , j ,,$ oil: sueili tim Final: W VitCF./,,O6 Smoke: 47 �--,/ FinaL:0 6 -/ 7, Q� 670 _._ THIS PERMIT MAY BE REVOKED BY THE CTT OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy '�" P cY i Si2nature: FeeType: Date Paid: Amount., Building 4/6/05 0:00:00 $975.00 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Building Commissioner - Anthony Patillo