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25C-255 (2) q I . 7 GENBAL P1AN NOTES: in • THE CONTRA 1 , :+ L VERIFY AND JUDGE FOR DIEMSSNES, THE SUIT'ABUITY OF THE PLANS IN RHATIONSHIP ' ' r -------//7------- ---ani M BUILDING SITE, AND ' A G GRADES. • THESE DRAWINGS SERVE AS A "I 11TO TIM CONSTRUCTION OF THE RIMMING, DUE 'f0 VARIATION ' ) IFFERENT AREAS, THEY CAN ONLY IE A GUME, AND M NO ' IILTATE ANY OF THE LOCAL AND/OR STATE BUILD P e ES. LOCAL IMIDING CODES V 2X • SUPERCEDE ANY AND All DRAWINGS AND CIFICATIONS. IT IS THE CONTRACTORS ' ; 0 RESPONSIBILITY TO REVIEW ALL PUNS FOR ACCURACY AND RESPONSIBILITY I " ALL PUNS FOR A ' • AND CLARITY, AND TO INSURE All SUBS ARE CLEAR AS TO THE SCOPE OF THEM WORK, THE CO ' . MOR ASSUMES . ' x ONSIBILITY FOR ERRORS IN DESIGN, DIMENSIONS OR OMISSIONS. DESIGNER IS NOT RESPONSIBLE FOR II ' ' ORS AFTE1 CONSTRUCTION HAS BEGUN. rpriniAl • ALL STRUCTURAL MEMBERS ARE BASED ON AN ASSUMED 0"1, D MAY CHANGE AT ANY THIE, IT IS THE CONTRACTORS il % , RESPONSIBILITY TO VERIFY ACTUAL NEED AND S AN NOT SHO • .. kb 00/S • ALL GRADES, LEVELS AND JOINT VTEPS FOR ; 1 1ATION MUST DE EST 1, SHED AT THE JOBSITE BY THE BUILDER PRIOR TO CONSTRUCHON. FOUNDATION WALL , '.' , TO BE AI HISTIM TO HELD CON I INS • ALL FOOTING SIZES SHOWN ' I R IDEAL S011 CON IITIONS • ALL FLOOR JOUSTS I , 1 ' G PARALLEL TO PARTITIO 6 ARE TO BE DOUBLB UNDER IONS AND AT EACH END - 0 • All KMMEN 1 I ARE ESTIMATED, BUILDER TO IHECK All DIMENSIONS BERM ORDERING A HEN CABINTES. --- ‘i v v- JA _ ' Tivc • ALL EN 01 A LUMBER SPECED IS TO BE VERIFIED AS REWIRED BY SUPPLIER E, [i [ [I [ P 0 0 El ,- 5 - 2 X4 I Snips • . ",kt cool". -P,‘D. 06017 ,, ..-A...--., Kwigliri. 7••=- 0. —all■ 0 r.. 'S,„ 41111116'...- — 111 or' te • ,.._ b i , ....,........ ic- 4 ..,,,,,,,,,,,...... —;,._.....,.... 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V -4 bleinot TILE L____1, j , iz - 1 , , - w /(P x0 Go/k) facigA __, _ - . . c r Frt; r "Job Truss ' Truss Type Qty Ply 23-FSROMS ST. NORTHAN Q1212159 T1GE GABLE 2 1 Job Reference (optional) Truss Engineering Corp., Indian Orchard, MA 01151 7.250 s Jan' ID:e8VRo_TMZzWeJpIOKBie1y; -1-0 13 -0 -0 26-0 -0 27-0 1 1 -0 13 -0 -0 13 -0 -0 1 -0 -0 4x4 9 g 10 9.00 12 7 11 6 12 29 30 • 5 ,, 13 4x4 4 l 14 i 4x4 3 1161. 5 �l `� 16 4x6 11 28 27 26 25 24 23 22 21 20 19 18 4x6 H 5x6 = 26-0 -0 26-0 -0 Plate Offsets(YM:12:0 -3- 10,0 -0-7], [16:0-3-10,0-0-71,121:0-3-0,0-3-0] ------ - - - - -- LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /defl Lid PLAT TCLL 38.5 Plates Increase 1.15 TC 0.07 Vert(LL) 0.00 16 n/r 120 MT20 (Ground Snow =50.0) Lumber Increase 1.15 BC 0.06 Vert(TL) 0.00 17 n/r 90 TCDL 10.0 Rep Stress Ina YES WB 0.26 Horz(TL) 0.01 16 n/a n/a BCLL 0.0 * Code IRC2009/TPI2007 (Matrix) Weigt BCDL _ -- 10.0 LUMBER TOP CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD 2 X 4 SPF No.2 REP 1OBNSv 5) This truss has been de: OTHERS 2 X 4 SPF Stud *Except* All reactions 250 Ib or less at joint(s) 23, 27, 19 except Flat roof load of 38.5 psf or 6) ST6,ST5: 2 X 4 SPF No.2 16= 319(LC 2), 2= 319(LC 2), 24= 356(LC 14), 25= 288(LC 3), This truss has been de: re SLIDER 26= 265(LC 1), 28= 311(LC 14), 22= 356(LC 15), 21= 288(LC 4), dudionsfor multiple cor Left 2 X 6 SPF 1650F 1.5E 1- 10-11, 20= 265(LC 1), 18= 311(LC 15) 7) All plates are 1.5x4 MT. Right 2 X 6 SPF 1650F 1.5E 1 -10 -11 8) Gable requires continue BRACING FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. 9) Gable studs spaced at TOP CHORD TOP CHORD 10) This truss has been dr Structural wood sheathing directly applied or 6-0-0 oc purlins. 2 -3= 268/182, 3-4=- 260/190, 8 -9= 160/256, 9-10 =- 160/256 with any other live loads. BOT CHORD WEBS 11) * This truss has been . Rigid ceiling directly applied or 10-0 -0 oc bracing. 8 -24 =- 315/84, 10 -22 =- 315/84 areas where a rectangle 3 WEBS any other members, with f 1 Row at midpt 9-23, 8 -24, 10-22 NOTES (16) 12) All bearings are assun 1) Wind: ASCE 7 -05; 100mph; TCDL= 4.2psf; BCDL= 5.Opsf; h =25ft; Cat. II; Exp B; 13) Provide mechanical a REACTIONS All bearings 26 -0-0. enclosed; MWFRS (low -rise) gable end zone and C -C Comer(3) -1 -0-0 to 2 -0-0, withstanding 100 Ib uplift < (Ib) - Max Horz Exterior(2) 2 -0-0 to 10 -0-0, Comer(3) 10-0 -0 to 13-0-0, Exterior(2) 16-0-0 to 24-0 -0 = 18 =145. 2=- 295(LC 7) zone; cantilever left and right exposed ;C -C for members and forces & MFRS for 144) ) This is truss is designed W Max Uplift reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 sections R502.11.1 and R All uplift 100 Ib or less at joint(s) 16, 24, 25, 26, 27, 22, 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to 15) "Semi -rigid i of t ak 21, 20, 19 except 2=- 108(LC 7), 28= 150(LC 9), 18= 145(LC 10) wind (normal to the face), see Standard Industry Gable End Details as applicable, a analysis and dessign of hi: Max Gray consult qualified building designer as per ANSI/TPI 1. 16) All Plates 20 Gauge U All reactions 250 Ib or less at joint(s) 23, 27, 19 except 3) TCLL: ASCE 7 -05; Pg= 50.0 psf (ground snow); Pf =38.5 psf (flat roof snow); LOAD CASE(S) 16= 319(LC 2), 2= 319(LC 2), 24= 356(LC 14), 25= 288(LC 3), Category 11; Exp B; Partially Exp.; Ct =1.1 Standard 4) Unbalanced snow loads have been considered for this design. Job Truss Truss Type Qty Ply 23 FERRIS ST. NORTHAN Q1212159 T1 COMMON TRUSS 15 1 Truss Engineering Corp., Indian Orchard, MA 01151 Job Reference (optional) s Jan: ID:e8VRo_TMZzWeJpIOKBie1_ -1-0 7 -2-0 13 -0 -0 18 -10 -0 26 -0 -0 2� -0 1 -0 7 -2-0 5 -10 -0 5 -10 -0 7 -2 -0 1 -0 4 5x6 5 I,� 22 23 9.00 12 1.5x4 \\ 21 24 1.5x4 1/ 4 6 20 25 4x4 � llik / ' \ 4x4 �� 3 7 o c 1 2 8 o cr M il∎:y i 26 27 11 28 29 10 30 31 4x4 = 5x8 = 4x9 II 161602d7# 1618#! -207 9 -0 -0 17 -0 -0 26 -0 -0 9 -0 -0 8 -0 -0 9 -0-0 Plate Offsets X __. _,. � ,Y)_ [2:0.5- 6,0.0.71, [5:0 -3-1 ,0.2 -8], [8:0-5-6,0-0-71110:0-4-0,0-3-4] - -- LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I/defl Ud PLAT TCLL 38.5 Plates Increase 1.15 TC 0.72 Vert(LL) - 0.15 10-11 >999 240 MT20 (Ground Snow =50.0) Lumber Increase 1.15 BC 0.74 Vert(TL) -0.26 10-14 >999 180 TCDL 10.0 Rep Stress Ina YES WB 0.49 Horz(TL) 0.05 8 n/a n/a BCLL 0.0 * Code IRC2009/TPI2007 (Matrix -M) Weigt BCDL 10.0_________ LUMBER TOP CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD 2 X 4 SPF No.2 Max Grav 2) TCLL: ASCE 7 -05; Pg= WEBS 2 X 4 SPF No.2 *Except* 8 = 1618(LC 2) Category II; Exp B; Partial W1: 2 X 4 SPF Stud 2 = 1618(LC 2) 3) Unbalanced snow load: SLIDER 4) This truss has been de: Left 2 X 6 SPF 1650F 1.5E 2 -6-0, FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. flat roof load of 38.5 psf or Right 2 X 6 SPF 1650F 1.5E 2-6-0 TOP CHORE) 5) This truss has been de: BRACING 2 -3= 751/0, 3 -20 =- 1736/238, 4-20= 1593/255, 4-21 =- 1725/332, reductions for multiple cor TOP CHORD 21- 22=- 1557/344, 5-22 =- 1537/359, 5-23 =- 1537/359, 6) This truss has been de: Structural wood sheathing directly applied or 3 -10-0 oc purlins. 23- 24=- 1557/344, 6-24 =- 1725/332, 6-25 =- 1593/255, any other live loads. BOT CHORD 7- 25=- 1736/238, 7- 8= -751/0 7) ' This truss has been d Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD areas where a rectangle 3 2 -26 =- 287/1389, 26- 27=- 130/1389, 11 -27 =- 130/1389, any other members, with E REACTIONS (Ib /size) 11 -28 =- 21/970, 28- 29=- 21/970, 10-29=-21/970, 10-30 =- 59/1389, 8) All bearings are assum 8 = 1519/0 -5-8 (min. 0-2 -9) 30-31=-59/1389, 8- 31=- 158/1389 9) Provide mechanical cor withstanding 100 Ib uplift 2 = 1519/0 -5-8 (min. 0-2 -9) WEBS Max Horz 5-10 =- 168 / 828, 6-10 =- 612/235, 5-11 =- 168/828, 4- 11=- 612/235 10) This truss is designed sections R502.11.1 and R 2 = -283(LC 7) 11) "Semi -rigid pitchbreak Max Uplift NOTES (12) analysis and design of thi: 8 = - 207(LC 10) 1) Wind: ASCE 7 -05; 100mph; TCDL= 4.2psf; BCDL= 5.0psf; h =25ft; Cat. II; Exp B; 12) All Plates 20 Gauge U 2 = - 207(LC 9) enclosed; MWFRS (low -rise) gable end zone and C -C Exterior(2) -1 -0-0 to 2-0-0, Max Grav Interior(1) 2 -0-0 to 10-0-0, Exterior(2) 10-0-0 to 13 -0-0, Interior(1) 16-0 -0 to 24 -0-0 zone; LOAD CASE(S) 8 = 1618(LC 2) cantilever left and right exposed ;C -C for members and forces & MWFRS for reactions Standard 2 = 1618(LC 2) shown; Lumber DOL =1.60 plate grip DOL =1.60 • 31 -00 -00 3 a 1= " a w " m��a o ti >1.,,,I. Y=2-2 1 a ~ a N N a o > p- v > = y m m E o C` N m g o - o _� = o eom �tE i 1 w2 c Q " o v v � l a m '? z a m a' E " m o m a m y v t o z ° a c c - F / \ 1p 0 O O O O O O O O O ? g a m w C V D O O / � m i m C 3 in 3 t ` m a 1 m a m. N c `� `�`. `�`�`F `.�`� 4 o a o v Ol OD OD OD Vl (mil O O Vl O1 OD P q - 1 1 1 1 1 1 1 1 1 1 1 1 va"N „aa_, `= ° \I N N N N N N N N N N N �v = ° ” ;,_� e ` = a a m o" - w m v It ° _ n 1'. 7,i(=)2-(!1-8-. m m g U 1I II ! Q :. 2 y E a c a, a a w m TS y c N o° o a .- -g O > ° ` O 10 m m ` v 8 w a m m ` m a4 1 m m w ° m '" m a I t c m o" c 0 e D o mi E � a W p m N --- 0 m__ m �0 7, o a l I (n a 2 N ry A . -24;,,,,,;y, o ��r o c � ° t":, °- c 2 m a o o m N a E m v nm 002w 1 .D 1 V O? c 0 O O ' O w F _ O N C N W m -2 m a' a u m o o T o _ m _ 2 > _ .m E w `o O 1 'wri - O a w m d w m N > z .. m a V 4 a y y o v a m' 1 ; o° m E a w m o � c - Iii - '6Z - € h W —a° 0 2 3 T o N= m c ; w A 14 °c m 2 c' v n 1 ' a a w V .L g;1 6i �Em °a5«$ g - Job Number t, Quote Number: Q1212159 Drawn By Brian Tetreault -...._.s_,.-.s.ibia . t2=1 l' 4: ,..mel a V zZ shit ' ..-..,; t- ,&.n.......,.na;ta'LII YIIII ; V Job Name: JEREMY OBER Jobsite:23 FERRIS ST. NORTHAMPTON NIA 31 -00 -00 ' 1 I - , ► T 1:14.7 Ridge Lines: 33 (ft) / H L 0 (ft) N verhang Lines: 66 (ft) / Raked Overhang L 70 (ft) • I CONTRACTOR QUOTE PRINTED ON: 12/20/12 PAGE 1 3 2013 QUOTE # Q1212159 w�" ± DATE QUOTED:12 /20/12 TR' r` � 0ODWIN ST VALID UNTIL: 01/17/13 F i - iiA1�r ENGIN - - . _ CORPORATION Job: JEREMY OBER itroI it Iraoinind INDIAN ORCHARD, MA 01151 MANUFACTURERS OF ROOF & FLOOR TRUSSES 23 tS ST. Phone (413) 543 -1298 Fax (413) 543 -1847 Toll Free (800) 456 -0187 NORTHAMPTON, MA Quote To:r.k. Miles, Inc. Requested B DAVE THIBODEAU 24 West St. q y West Hatfield, MA 01088 Attn: DAVE THIBODEAU Quoted By: Brian Tetreault Phone: (413) 247 -8300 SPECIAL INSTRUCTIONS: *FIT SCUTTLE AND DUCT CHASE BETWEEN TRUSSES AS SPACED. *1" GAP ELIMINATED SINCE HOUSE IS NOT MODULAR. ROOF TRUSSES LOADING TOLL-TLL -BCOL STRESS INCR. ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.) LAYOUTBRT 12/20/12 INFORMATION 50.0,1010 0 . 0,00.0,10.0 1.15 PROFILE QTY PITCH TYPE BASE O/A I LUMBER OVRHG / CANT I SHIPPING I UNIT PLY TOP BOT TRUSS ID SPAN SPAN ! TOP BOT LEFT RIGHT 1 HEIGHT WEIGHT COMMON 01 -00 -00 01 -00 -00 15 9.00 0.00 T1 26 -00 -00 26 -00 -00 2 X 4 2 X 4 10 -10 -06 116 GABLE 01 -00 -00 01 -00 -00 eIIIIiIltr, 2 9.00 0.00 T1GE 26 -00 -00 26 -00 -00 2 X 4 2 X 4 10 -10 -06 151 !: Truss Engineering Corporation (TEC) strictly adheres to the' Standard Responsibilities in the Design of Metal Plate Connected Wood Trusses' as defined by TPI Chapter 2 (available upon request) regardless of any job specific specifications unless clearly defined otherwise in writing by TEC. SUB -TOTAL This product list is Truss Engineering Corporation's INTERPRETATION of plans and drawings as supplied to us. No responsibility is taken or implied by TEC for the structural integrity of the structure below the trusses or the affects of TEC's product on the structure as a whole. The building owner /owners agent is solely responsible for verifying all WIDE LOAD / dimensions, geometry, loads and load requirements for accuracy and full compliance to construction documents and shall be responsible for notifying TEC immediately of any discrepancies. Truss Engineering Corporation is NOT responsible for ESCORT FEE field verification of dimensions or special conditions. The building owner /owner's agent is responsible for coordinating all construction details between trades. The truss installer shall follow all BCSI recommendations, construction document specifications as well as any site specific GRAND TOTAL requirements to ensure safe and proper installation. No loading shall be applied to trusses until properly and fully installed, including all sheathing, hangers, wall anchors, lateral web bracing (as shown on individual shop drawings), and permanent bracing (as required by the construction documents). Installation contractor shall refer to the individual truss shop drawings for all structural requirements of trusses, including but not limited to bearing locations and requirements, ply to ply nailing, lateral web bracing, and truss spacing. No trusses supplied by Truss Engineering Corporation may be cut, drilled, or altered in any way without first contacting TEC and receiving engineering documents allowing such. * ** THESE DRAWINGS HAVE BEEN REVIEWED AND ARE APPROVED AS AN ORDER * ** Approved By: Approval Date: PO #: _ Requested Delivery Date: • y at X 4 c.F DEPARTIaNT OF BUILDING INSP � _— — 2I2 Main Street 40 •icipal Builthng ' . Mun ; INSPECTOR �" �`� . Northampton, MA 01060 • LOCATION f--a' S T ' ' SQUARE FOOTAGE ' AMOUNT BASEMENT @ :20 • 100 d_— (FLOOR @ .60 q(Y) 2 30 0 4 / 12 • Y2 FLOORS, FINISH ATTIC, 'GARAGE @ 20' . ' DECK/PORCHES @ - 20 ! T TOTAL.. 7 `'O7L' - . . • ' t5g • • :. ($ ko 1 . . . . . . . .. •• . • . . . . . . __ . . . . . . . . . . . __ _ __ _ _ ____________ _ .__ _.. _______.._.._ _._ _ . . • City of Northampton X '4" �< ". Massachusetts'.; #, * � , M w ice' 5p v.44 :. V OP-i.''„ '' DEPARTMENT OF BUIL INSPECTIONS ° k , ' 212 Main Street • • Municipal Building ,0, , .s -'a ' = ,r : u . * Northampton, MA 01060 S�'h i j0'` INSPECTOR Louis Hasbrouck Chuck Miller , Building Commissioner Assistant Commissioner HOME OWNER EXEMPTION ACKNOWLEDGEMENT The State of Massachusetts allows the homeowner the right under 780CMR 108.3.4 to act as his /her construction supervisor. 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 backfilf, 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 The Commonwealth of Massachusetts Department of Industrial Accidents a ,R rarroanr Ai', Office of Investigations =gil r 600 Washington Street ' Boston, MA 02111 ' . www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders /Contractors/Electricians /Plumbers Applicant Information Please Print Legibly , °� Name (Business /Organization/Individual): \ t\ J oV...n _ Address: `'SS \'‘Ak,5, Q ! 2— �' City /State /Zip: 'V ` ��,"` J - �i 0 �v k- m ©\Ss Phone #: kT3 3 Are you an employer? Check the appropriate box: Type of project (required): 1. ❑ I am a employer with 4. ❑ I am a general contractor and I 6. ❑New construction employees (full and/or part time).* have hired the sub contractors 2 .J am a sole proprietor or partner- listed on the attached sheet. 7. (� Remodeling These sub-contractors have ship and have no employees 8. (� Demolition working for me in capacity. employees and have workers' g any ca ac P tY 9. ❑ Building addition [No workers' comp. insurance comp. insurance.: d. uire re q ] 5. n We are a corporation and its 10.0 Electrical repairs or additions 3. ❑ I am a homeowner doing all work officers have exercised their 11. ❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12. ❑ Roof repairs insurance required.] t c. 152, § 1(4), and we have no employees. [No workers' 13.0 Other comp. insurance required.] *Any applicant that checks box #1 must also fill out the section below showing their workers' compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub - contractors and state whether or not those entities have employees. If the sub - contractors have employees, they must provide their workers' comp. policy number. I am an employer that is providing workers' compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy # or Self -ins. Lic. #: Expiration Date: ` Job Site Address: City /State /Zip: Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one -year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify and a pai s a , penalties of perjury that the information provided above is true and correct. \ Signature: Date: L 5 \ 2-- Phone #: ik k 3 g'SA .- 000 Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License # Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City /Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone #: )) $ \§) Tt \ \ /// z #a z-n �° \ & 2. oo } \ // { � ■ / ( & / \ / /§ 222 *$ ({ \ \)§ ) > _ 2 § �- �/ !))§{ k k \ |(�9]\ R \ n g, -H r. §§ ! 2 \ ) {/ ) N m / , . V z §g • g . § 2 O / -; 0) \ ` -1 _ !® q 71 iA . � C , � . \ , � � - a 2 D \ / / \ . 9 Q � - 101 ------- ,! " D % 2 0 <,-`, M / ; III ,: / 0 c- ; / r 7 ' • : ( / � \ , ` >'' \} q„ 0, % , !! ro^ m Z Iii 2 C-41/1 1411 a92 0 .o o p Z 'o „ -r I e �m m e l : -, in' • •vr wz I . o m o- U Z _ v z -III ti mAI o) „ z mZy � - 1e gg 9 111 T 4, °mC b IHN ) 2A D m m . m O NO , x i. 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V T g R F A i �i= `� I S ) 6 k 1 = : � - -- ' i . 1111111111111111111 / 5 5 ®m® MI m A 1111111111111111111111 Z W ii w C C 0 1 =o - i 1 ; 0 g rv, ` , - J _ m g— of T O °m _— Z 11 rn M — o w a n Om . pN A '��o�o, o m ieio' Q Z 0 h, mS o ®u ..oi :g ���. X a 9® ono e u � �IO ■, i �Q I� g i y —am / 9 m j $ �a.�o o o ti o J oioi _� 0 „7:,‘,...' m = Fm � 2 I : io 14 ! s ^ h m W RI o « z Z ; f. ." m A A M -H A —I 26. Vapor retarders. Although these are still in the code have exceptions, one must understand that there is a difference between a vapor retarder or barrier and an air barrier. An air barrier is intended to stop air flow (convection) a vapor retarder or barrier is intended to stop molecular moisture transfer (diffusion). A vapor retarder or barrier is effective even if there are some holes or gaps, however an air barrier has to be absolute and complete. If air can leak through an electrical device or through a crack it follows the path of least resistance and carries 99% of the moisture in a structure. This is evident every time one exposes fiberglass insulation and finds black insulation, which is dirt filter out of the air moving through the insulation. 780 CMR R601.2 for vapor retarders and Table N1102.4.2 for air sealing requirements. 27. Unvented attic assemblies. Hot roofs are allowed, but have specific requirements 780 CMR R806.4. 28. Deck ledgers and post must be appropriately attached, bolts or lags. 780 CMR R502.2.2.1 Note: ThruLoks are engineered for post attachment supporting a railing. 29. Smoke and CO detectors as required. 780 CMR R314 and R315. 30. Closets beneath stair which have doors must be drywalled with %2 ". 780 CMR R302.7 Relevant items must be submitted to the building department for approvals before inspections and or CO can be signed. Other items are intended to avoid costly issues at inspections. Feel free to call if you have any questions. My telephone number is 587 -1240 and office hours are Monday through Friday, 8:30 am to 4:30 pm, excepting we close for walk -ins at 12:00 noon on Wednesdays. My email address is: cmiller(a�northamptonma.gov Thank you for your cooperation on these matters. Chuck Miller City of Northampton Assistant Commissioner and Zoning Enforcement b. All corners must be appropriately attached to the foundation. 11. Ceiling heights minimum 7' for habitable spaces, 6'8" for bathrooms includes tub /shower area if a shower head is used, 6'8" for basements, 6'4" at beams /ducts. 780 CMR R305.1. MA amended 12. Hazardous glazing locations, within 24" of a door, or within 60" of a stair, or across from hot tubs, spas, bathtubs within 60" if not 60" above the walking surface, and other locations. 780 CMR R308.4 13. Windows over 72" above grade with the opening Tess than 24 above the finished floor shall meet the 4" sphere rule. Order restrictors. 780 CMR R612.2 14. Egress and emergency escape requirements shall be strictly met. a. Basements, habitable attics, and all sleeping rooms require emergency escape. 780 CMR R310 b. Windows within 44" of floor, DH 3.3 sqft min window size, Casement 20 "x41" exception 5 sqft at 15t floor. Minimum clear opening 20 "x24" or 24 "x20 ". 780 CMR R310.1.1 c. Two doors remote as possible at the normal level of travel, opening measured from the face of the slab to the stop with door at 90 degrees, one 32" and one 28" minimum 78" high. 780 CMR R311.2 d. Landing at each door 36" out and the width of the door minimum 36 ", maximum step 7 3/4" from the top of the threshold and only in- swinging doors. 780 CMR R311.3 15. Stairs have critical standards, make sure you know the floor finishes when planning. Minimum tread 9 ", maximum riser 83/4", maximum overall variance for the run is 3/8 ", 4" sphere rule on risers except where the total rise is 30" or less 780 CMR R311.7.4.3 Exception, 4 3/8" on balustrade, 6" in the triangle. Graspable rail 1 %" minimum and 2" maximum rail, height minimum 34" maximum 38 ", required for 4 or more risers. Landing to landing constitutes a new run. Minimum 6'8" ceiling height from nosing. 780 CMR R311.7. 16. Guards 36" minimum height above walking surface, a bench is a walking surface, required for more than 30" above floor or grade within 36 ", 4" sphere rule. 780 CMR R312.1. 17. Educate the plumber and electrician about maximum notch and hole sizes, and placement. 780 CMR R502.8 and R602.6. In bearing studs holes not larger than 40% of a stud no closer than 5/8 to the edge, In interior non - bearing studs holes not larger than 60% of a stud no closer than 5/8 to the edge, in bearing walls if more than 50% of a plate is cut or notched a 1 %2" 16ga. strap must extend a minimum of 6" past the cut both directions and be nailed with 8 -10d per side, or holes in joist are a maximum 1/3 the depth not closer than 2" from the top or bottom. Notches are different. 18. Dryer duct transition is limited to 8' of aluminum flex and must be exposed. 780 CMR M1502.4.3 19. Dryer duct maximum equivalent length is 25' including the transition section or per manufacturer's specs. 780 CMR M1502.4.4.1, no screwed connections. 20. Concealed dryer ducts are required to have a label within 6' of the dryer connection stating the equivalent length and risk of fire. See CMR 780 M1502.4.5 21. Markup air is required for any exhaust hood of 400 CFM or more. 780 CMR M1503.4 22. Fireplaces require all combustion air be provided from the exterior and below the firebox, duct work maintaining 1" clearance for 5' from the duct outlet for all fireplaces 23. Fire and draft stopping shall be completed before rough inspection. 780 CMR R302. 24. Ignition barriers in place before final. 780 CMR R316. 25. Energy aspects shall comply with the stretch energy code. 780 CMR Appendix 115AA or 2009 IECC. a. An initial HERS evaluation is required including insulation levels anticipated. b. A final HERS evaluation confirming code requirements have been met including duct testing. c. Energy information including mechanical equipment posted on the electric panel. d. Remodeling and Additions can be completed in accordance with IECC 2009 with Energy Star Building Option Package. City of Northampton " " Massachusetts ' {, 4 � DEPARTMENT OF BUILDING INSPECTIONS ; = 212 Main Street • Municipal Building 1 7P N . ° Northampton, MA 01060 D � INSPECTOR M.E. Builders March 11, 2013 33 Hillside Road Montague, MA 01351 Subject Location: 23 Fair Street, Northampton Map Block: 25C -255 Mr. John, Your building permit application and plans dated 12 -04 -2012 with TNT engineering dated 12 -2012 and RK Miles Floor engineering dated 12 -21 -12 is approved as drawn and per this memo. All work must meet all applicable codes whether noted or not. Please follow up on the following items: These items will need to be accomplished as the project moves forward and before rough inspections; 1. A plot plan showing the structure with the porches and decks with dimensions to boundaries. 2. A drawing showing the details of any porches and decks before framing begins. 3. A vapor barrier is required over the ground in the crawl space, sealed to the foundation. 4. The main carrying beam will below base flood elevation and has to be rot resistant. (PT) 5. The floor system insulation must be enclosed within an air tight cavity. 6. An initial and final HERS rating is required. 7. Manual J calculations and equipment specification are required. 8. Any modifications to engineered plans require an SK from the engineer responsible. As of August 4 2011 the 8 Edition MA code is the 2009 IRC with MA amendments. In the following are some generic requirements which seem to be problematic. This is not a substitute for purchasing and reading the MA codes. 1. Structures shall conform to 780 CMR 8 Edition 1 and 2 family building codes with MA amendments. 2. Grading plan for structures being constructed required. 780 CMR R401.3 for drainage requirements. 3. A basement drainage system is required in all basements 780 CMR R405.2.3. except those in group I soils (table R405.1) 4. Foundations that retain earth and enclose interior space require damp proofing 780 CMR R406.1. 5. Ceiling joist are intended to prevent spread, once raised above the wall plate they become rafters ties and may require up sizing of rafters and increased nailing for example with a 4" slope 8 -16nd common are required at each connection. 780 CMR R802.3.1. 6. Steel straps over the ridge or 1x4 minimum collar ties are required 4' OC in the upper 1/ 1 780 CMR R802.3.1 7. Ridge boards must be the full depth of the cut. 780 CMR R802.3. 8. A complete window and header schedule is required. 780 CMR Table R502.5 for header sizing and number of jack studs required. 9. All framing materials which are not code prescriptive must have stamped engineering. a. LVLs b. I -joist and or Floor Truss c. Roof truss 10. A braced wall plan identifying appropriate braced wall areas and braced wall method being used. 780 CMR 602.10. a. Garage corners and large corner window /door layout may require special solutions. " SECTION ' : 5 = DESCRIPTION OF PROPOSED WORK {check all 'applicable) it . New House ] Additi n Replacem Doors ent�Windows Alteration(s) n Roofing Accessory Bldg. ❑ Demolition X New Signs [p] Decks [[] Siding [ED] Other [p] Brief Description of Proposed Work: Der"0 e-4- o \a kaise g i. bvew ►'•oc4J\ar I.prv+Q in ;is Ph ('. Alteration of existing bedroom Yes _ No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll - Sheet sa 11New house a ntl or.:addition ia. :h'oustn E ;Tt pjlet following: a. Use of building : One Family ! Two Family Other b. Number of rooms in each family unit CP Number of Bathrooms , c. Is there a garage attached? r\ v / d. Proposed Square footage of new construction. 1 1 (9 00 S F Dimensions 1� �/ .3 1 e. Number of stories? a f. Method of heating? f fO f 4C / - cM..Pc Gti f Fireplaces or Woodstoves 0 Number of each 0 g. Energy Conservation Compliance. Nies Masscheck Energy Compliance form attached? h. Type of construction V A.ir i. Is construction within 100 ft. of wetlands? Yes ) No. Is construction within 100 yr. floodplain x Yes No j. Depth of basement or cellar floor below finished grade - S - CT k. Will building conform to the Building and Zoning regulations? X Yes No . L Septic Tank /' City Sewer Private well City water Supply y SECTION 7a OWNER AUTHORIZAT ,TO BE- COMPLETED WHEN OWNERS AGENT OR CONTRACTOR.,APPLIES .FOR BUILDING PERMIT ; k \ I, J etew D. Q , as Owner of the subject property hereby authorize M .. l: a aL \C pp . €ri " Y'N + \(Z - mph n j ` to act on my behalf, in all matters relative to work authorized by this building permit application. 12 -C9A? \\ 1A 6 I )-. Signature o Owner Date 3e--- 0 - U 1/- , as Owner /Authorized Agent hereby declare that a 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 €..fe- -t p. Cie Print Name 1 \\ iIIVIN Signature Owner /A nt Date SECTION 8 =CONSTRLICTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder : � � 3 4c4-1 - 1 \ � � O VAA" C C ‘1 V' \ License Number Address < Fxpiratio Date r\A Signature Telephone .9.Regist re ed.Hoine ImprovementContracto Not Applicable ❑ Company Name Registration Number Address Expiration Date Telephone SECTION 10- WORKERS' COMPENS 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 fk No ❑ 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 108.33.1. 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 • J Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To incomplete Information n Existing Proposed Required by 'Zoning , This column to be filled in by Building Department Lot Size i Frontage ,_ (d o s• g S _. ' G b. s . .._ Setbacks Front ` S Side L:._� v R:` LTh.1; R :12! i Rear SI I a1_ Building Height I i a 9 i j Bldg. Square Footage % Y b20, Open Space Footage (Lot area minus bldg & paved parking) — I # of Parking Spaces Fill: _ _,_ __,, i (volume & Location) I 1 A. Has a Special Permit /Variance /Finding ever been issued for /on the site? NO DONT KNOW 0 YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW 0 YES 0 IF YES: enter Book t Page! 1 and /or Document # 1 , B. Does the site contain a brook, body of water or wetlands? NO ', DONT KNOW 0 YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained 0 , Date Issued: y C. Do any signs exist on the property? YES Q NO IF YES, describe size, type and location: i I — yP P changes signs property ? - - D. Are there any proposed than es to or additions of sl ns intended for the YES 0 NO IF YES, describe size, type and location: t I E. Will the construction activity disturb (clearing, gradin• e avation, or filling) over 1 acre or is it part of a common plan that will disturb over 1 acre? YES 0 NO l '4 IF YES, then a Northampton Storm Water Management Permit from the DPW is required. a �;�, De artme t use only!dd� -\ City of Northam ton Status of Pe � - ' � vkai l } L F Z�� . Building Department Cur ut D Iveway P �� °' �� r \k'-') 212 Main Street Se r ' S P�;T1 0� S Room 1 OO 2ter Wl Avall t a - . ,- y pF B�� P S NQ�o No MA 01060 w o e o tructurt Plana "�: _ a° o :. # fi "S8°' v- r r ' a S�, a: ��: s''ct,. k ^` ' , . . phone 413- 587 -1240 Fax 4 13 587 -1272 O P l tl s l Ptan th e r s e a tY P " APPLICATION TO CONSTRUCT, ALTER, REPAIR, RENOVATE OR DEMOLISH A ON E OR TWO FAMILY DWELLING SECTION 1 = INFORMAT �� 7his section to be com pleted by office 1.1 Property Address: ��E� S [ . , , K "Map Lot o Urait> #3"'. `�ek?! :: tat 4 S y .: 'r fi� M l U M -: Zone , ., :`1 1 x u .;. Overl 'D is t rict ' i ' Elm S t . District CB Distract SECTI - PROP ERTY OWNERSHIP /AUTHORIZED AGENT • 2.1 Owner of Record: e�ew•.� C 1 c,�,v r i'-4 Name (Print) Current Mailing Address: (0 - 7 5k �5 I-) - Telephone Signature 9 2.2 Authorized Agen Name (Print) t: Current Mailing Address: Signature Telephone SEC TION 3 - ES TIMATED CONSTRU t v Item Estimated Cost (Dollars) to be Off Use On completed by pe applicant �.. : , 1. Building ` � ' O �� (e Buildi PermrtFee 2. Electrical u 000 (b) Es timated Total Co st of S 1 1 C u nion from 6} .. ,, ,. 3. Plumbing L f o O Buildi ng permit Fee '' z c 4. Mec hanical (HVA � M 5. Fire Pr �ad � S 6. Total= (1 +2 + 3 +4 +5) 3 '-1 r SOO Check Number ; I This.Sec'tion For Official 7. Use Oniy_ . - -- Building Permit Number Date I - Si g n a ture. Building C o mm issio ner /Inspe of Buildings Date Fle # BP- 2013 -0645 e APPLICANT /CONTACT PERSON OBER JEREMY D ADDRESS/PHONE 8 HOCKANUM RD #14 NORTHAMPTON (413) 658 -7583 0 5T(L(. !j(()5 FRAM(' FM 23 FAIR MAP 25C PARCEL A R O C E L 2 5 0 5 001 ZONETSC(100)/ PE1A\LS of Aol - r - 1 W . , FoktiCJ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ' ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out p�� � f Fee Paid / Typeof Construction: DEMOLISH HOUSE, & CONSTRUCT SF New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 97692 3 sets of Plans / Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON ii, (' f t �� 111 1 -- IN RMATION PRESENTED: Approved ..Additional permits required (see below) Co- O "`^- 1)4* rkr..o 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: § e Finding Special Permit Variance* C O,✓Se,Qv Pi'I Received & Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability eptic Approval Board of Health Well Water Potability Board of Health 7 Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management e.' q lition Delay ' ` ` "^ [4 ,41 40_ ture of B41 ding • fficial Date , ...f-- , ):$_.7 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. .» M k2. Lif3-4F3-4,g6CO 23 FAIR ST BP- 2013 -0645 GIS #: COMMONWEALTH OF MASSACHUSETTS Map:Block: 25C - 255 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: New Single Family House BUILDING PERMIT Permit # BP- 2013 -0645 Project # JS- 2013- 001056 Est. Cost: $84500.00 Fee: $851.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: MICHAEL E JOHN 97692 Lot Size(sq. ft.): 10497.96 Owner: OBER JEREMY D Zoning: SC(100)/ Applicant: OBER JEREMY D AT: 23 FAIR ST Applicant Address: Phone: Insurance: 8 HOCKANUM RD #14 (413) 658 -7583 () NORTHAMPTONMA01060 ISSUED ON:3/12/2013 0:00:00 TO PERFORM THE FOLLOWING WORK: DEMOLISH HOUSE, & CONSTRUCT SFH 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: Date Paid: Amount: Building 3/12/2013 0:00:00 $851.00 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Louis Hasbrouck — Building Commissioner