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Z s mi'g.wm o Ab; O t'9 m��mcQN mn v °� 10-0 � �pq D m a 0235'66. p m; a am m2 ft 3gm m a ao 5 y 'AB cl " m m g o 9--04T m gx n z m z 1741: 3 g CO C7)1. g m m as 2 m a n 0 o a- 11 Cm s m n- a n- m 5 i0 N-• 29-00-00 13-00-00 X 16-00-00 A /�� A 00 w ') 2_c to i III L ;') i ,,_`ai t1 T2SGE 1- ( 1 . 2—►:�1+4 I ti W W 01 01 I I O p p i 1 CD I '0 O p N CD O O _ 'p W CO • _ I ►:((0 ,a 2— \6 II Umi 2-►: lL ....:.:::::. 2—►'( 'II I ..,J ; f TSGE r o` Q. o This non-structural placement plan is provided for identifying the location of trusses as supplied by Truss Engineering Corporation(TEC).No responsibility is taken or L. ' I� w Z 1 m Z mplied by TEC for the structural integrity of the structure below the trusses or the affects of TECs product on the structure as a whole.The truss installer shall follow all 's m 3 w z 3 BCSI recommendations,construction document specifications as well as any site specific requirements to ensure safe and proper installation.No loading shall be applied s e'�, Z 0 f ' 3 m°to trusses until properly and fully installed,Including all sheathing,hangers,wall anchors,lateral web bracing(as shown on individual shop drawings),and permanent `"'7 ° 't r- = m Cr M prating(as required by the construction documents).Installation contractor shall refer to the individual truss shop drawings for all structural requirements of trusses, 1P D -I m ' bracing but not limited to bearing locations and requirements,ply to ply nailing,lateral web bracing,and truss spacing.Truss Engineering Corporation strictly adheres to a — m 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 vI m z - co spec cations unless clearly defined otherwise in writing by TEC. lillik 44, ` .LL Z co-1 m g t Z Z* This placement plan is Truss Engineering Corporation's1NTERPRETATION of plans and drawings as supplied to us.The building owner/owner's agent is solely responsible 0 A for verifying all dimensions,geometry,loads and load requirements for accuracy and full compliance to construction documents and shall be responsible for notifying TEC „. }"' 0 immediately of any discrepancies.The building owner/owner's agent is responsible for coordinating all construction details between trades.Truss Engineering y p Corporation isNOT responsible for field verification of dimensions or special conditions.No trusses supplied by Truss Engineering Corporation maybe cut,drilled,or N altered in any way without first contacting TEC and receiving engineering documents allowing such. m > ^)mNN1:0500 "-im N-m mcow-Im m--Ir mm-ter V -i 0 O Y)PPO,S,NY)OO CnA .502 o OOC 00000 m 2 - v .V0 -lo II�omvA DY a-In-a w-IV3 0C0pD m 1 w �"� p m n n ?06 I' 10- oc 0Qu,00W 4 0 m -1 - 0002 ?�.4.m2 " " d 0.23 2Z imm 2 0 ,� 0 v-.11°T--5<n0 0 No-on OOA O m — ��-a N = `� O SNNOaaaO o 0 0 00 '0000 0, ♦♦ r ap Si N AAA 00003 j� II = 3 N in-i4 LP 4JNm m in �'s XXX < li � I n '''' f0 11 x A Fj' m "...iv ]! i n O 101 O A.IA A 0 D D -00 g (n 0 0 N C 'a ti O ' N O t0 3 Cn fT '� m TI N N - 3 dam �,a�a VS�n 8 a Z��f rs a�oN 3 880 ° � .mm n OD - —_.N j II � C� NN n (Ai 11 g "`GGG m m m, ii p al x101& NI.Pai ? 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O O Ird ,- -IrO p O 00 2r3 . 1741i��fryl;:t G)z 11 �► co ►:( _ O g Ill il c6 C31 1 IV (li . ,- 24-00-00 o` o` O D o This non-structural placement plan is provided for identifying the location of trusses as supplied by Truss Engineering Corporation(TEC).No responsibility is taken or (� v Z m Z 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 truss installer shall follow all r.® . m 3 m Z 3 BCSI recommendations,construction document specifications as well as any site specific requirements to ensure safe and proper installation.No loading shall be applied r r 6O o m '4 3 iD to trusses until properly and fully installed,including all sheathing,hangers,wall anchors,lateral web bracing(as shown on individual shop drawings),and permanent 73 rO i m m ,bracing(as required by the construction documents).Installation contractor shall refer to the individual truss shop drawings for all structural requirements of trusses, 100,slog D -4 m g ' ncluding but not limited to bearing locations and requirements,ply to ply nailing,lateral web bracing,and truss spacing.Truss Engineering Corporation strictly adheres to 4 * m 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 Mm @ o specifications unless clearly defined otherwise in writing by TEC. 4 ` O2" * m c Z o' m This placement plan is Truss Engineering Corporation'sINTEFPRETATION of plans and drawings as supplied to us.The building owner/owner's agent is solely responsible O O g for verifying all dimensions,geometry,loads and load requirements for accuracy and full compliance to construction documents and shall be responsible for notifying TEC —1 00 mmediately of any discrepancies.The building owner/owner's agent is responsible for coordinating all construction details between trades.Truss Engineering ill I° > O Corporation isNOT responsible for field verification of dimensions or special conditions.No trusses supplied by Truss Engineering Corporation may be cut,drilled,or maltered in any way without first contacting TEC and receiving engineering documents allowing such. 3. 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V ` 24-00-00 '5 o` Q 2 o his non-structural placement plan is provided for identifying the location of trusses as supplied by Truss Engineering Corporation(TEC).No responsibility is taken or a_ z m - z mplied by TEC for the structural integrity of the structure below the trusses or the affects of TECs product on the structure as a whole.The truss installer shall follow all m - �. m 3 Z 3 I recommendations,construction document specifications as well as any site specific requirements to ensure safe and proper installation.No loading shall be applied 4 s --i O 0 m '< 3 m o trusses until properly and fully installed,including all sheathing,hangers,wall anchors,lateral web bracing(as shown on individual shop drawings),and permanent X r- rn m v 0 _ . m racing(as required by the construction documents).Installation contractor shall refer to the individual truss shop drawings for all structural requirements of trusses, s D -1 m " ncluding but not limited to bearing locations and requirements,ply to ply nailing,lateral web bracing,and truss spacing.Truss Engineering Corporation strictly adheres to ®>! - m -i he'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 rt - I CO Z m o pecifications unless clearly defined otherwise in writing by TEC. $ i4,..1- . E. - = _-T his placement plan is Truss Engineering Corporation'sINTFRPRETATION of plans and drawings as supplied to us.The building owner/owner's agent is solely responsible G) 0 K or verifying all dimensions,geometry,loads and load requirements for accuracy and full compliance to construction documents and shall be responsible for notifying TEC 17 u) mmediately of any discrepancies.The building owner/owner s agent Is responsible for coordinating all construction details between trades.Puss Engineering > O rporation isNOT responsible for field verification of dimensions or special conditions.No trusses supplied by Truss Engineering Corporation maybe cut,drilled,or • Itered in any way without first contacting TEC and receiving engineering documents allowing such. m D 0 m 0-0-1. r 0-6-0 a .- ' c Ac -It — Q. O W Ill CO 01 m ma M 't.' 0 op 3 4.,N m I P I o O ��, 1 U- �U ao * z 1"8- H ~a• L I °— w a m'I I 0 a w wpp K '� ID O WN m z• oa a N -, (9 17" • 0 v 8 m VI' a G c z� w m O O to t. 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Q Om s o;salaype/glouls uogelodJOD 8uuaau!au3 ssrul 8upeds ssni;pue'8upelq qem isle;el'Eu!1!eu Aid o1 Ald's;uewannbal pue suogeoo!8uueaq o;paywg lou 1nq aulpnpu! _ m = r F 'sasswl;0 s;uawal!nbal 1en1P.1.;s Ile 10;sewMelp dogs ssru;lenp!A!pul ay;of 1a 1a1 pet's 1o1oe11uoo uollellelsul•(sluawroop uo!Pru;suoo ay;Aq pa1!nbar se)eunelq $ m 2 O • ;ueuewlad pee'(s8ulmelp dot's lenpwpu!uo umoys se)8unelq qe 1eieue1'sloyoue leM'sla8uey'8u!y;says pe 8u!pnpu!'pa11e1sw Alin;pue Apadmd!gun sassrul oln �, m o Z pa!ldde eq pet's 8wpeol oN uogepe;sul ladmd pue a;es alnsua o;Ruawal!nbal of;pads a;!s Aue se IIaM se suopeo!goads luaw noop ualorulsuoo'suwlepuawwooal ISOg Z m m Ile Moll01!legs..11else!ssn11 ay1•alo4M a se a1n»n11s a41 uo pnpad s031 lo sloaye ayl to sassnll a41 Moleq aln1on11s.41 F.Ap18a;u!lelnpruls 041 ell D31 Aq pa!ldwl n a a i i • Jo ua�lel sl Aul!q!suodsal oN'(731)uogelodloD 8uuaaw8u3 ssrui Aq pa!lddns se sassnN 40 uogeoOl 0418u!A;guap!10;pap!Aad s1 ueld luawaoeld lelnlonlls-uou situ o (3 tj o o --- N c., �0-90-9 ■ . .-r f�-- Z __ . .- ' ,_ .,,.°.. — %► A i ' ' NV Aho o T..�_ ,...._ r _ o co?) o (► r , I 41 :" lam o 003-z II O •a °� o a' ' CT) N V' LL coa. -- ------- - - ---- - -- -- -- -, _, ) I c ( 1 ' Lo o • 00-00-91. 00-00-El. 00-00-6Z Truss Engineering Corporation(TEC)strictly adheres to the'Standard Responsibilities in the Design of Metal Plate Connected Wood Trusses'as defined by WI Chapter 2(available upon request)regardless of any Job specific SUB-TOTAL specifications unless clearly defined otherwise in writing by TEC. 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 ownertowner's 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 ownertowner'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: CONTRACTOR QUOTE PRINTED ON: 07/03/13 PAGE 2 QUOTE# Q1307001 ,cl#L DATE QUOTED:07/03/13 TRH 181 GOODWIN ST VALID UNTIL: 07/31/13 RP Kmi PO BOX 51027 INDIAN ORCHARD, MA 01151 Job: SHELBURNE FARMHOUSE LOT 5 BEECHWOOD AT VILLAGE HILL MANUFACTURERS OF ROOF& FLOOR TRUSSES 10 FORD CROSSING Phone(413)543-1298 Fax(413)543-1847 Toll Free(800)456-0187 NORTHAMPTON, MA Quote To:r.k. Miles, Inc. Requested By: ANDY CLOGSTON 24 West St. West Hatfield, MA 01088 Quoted By: Brian Tetreault Attn:ANDY CLOGSTON Phone:(413)247-8300 SPECIAL INSTRUCTIONS: *BASED ON PLANS DATED 6/26/13. *ADDITIONAL DL ADDED TO TOP CHORD OF ROOF TRUSSES FOR FUTURE SOLAR AND/OR PV PANELS FOR MAIN HOUSE AND GARAGE. FLOOR TRUSSES ANFLOOR TRUSS SPACING:24.0 IN.O.C.(TYP.) LAYOUTBRT 07/03/13 INFORMATION 1TCLL-TCDL-BCLL-BCDL 40.0,10.0,0.0,10.0 1.00 I STRESS`NCR. FLOOR QTY TRUSS ID DEPG TH BASE O/A END TYPE CANTILEVER STUB UNIT I PROFILE PLY SPAN SPAN LEFT RIGHT LEFT RIGHT LEFT RIGHT WEIGHT` 1 F2 01-00-00 07-06 00 07-06-00 28 ssmaisacwszsza 13 F20 01-04-00 24-00-00 24-00-00 I 7 103 2 P2 F2OG 01-04-00 24-00-00 24-00-00 E 103 ®A o 1 F3 01-00-00 04-02-00 04-02-00 17 9 F4 01-00-00 28-09-00 28-09-00 105 4 F5 01-00-00 15-09-00 15-09-00 M 57 ITEMS QTY ITEM CATEGORY I LENGTH NOTES I FT-I N-16 26 FTC CLIP Floor Hangers 2-PLY FLOOR TRUSS CONNECTOR-750# 8 U410 Floor Hangers LIGHT DUTY FACE MOUNT FLOOR TRUSS HANGER(4X8)- 1610#IN SPF/1860#IN DF/SYP CONTRACTOR QUOTE PRINTED ON: 07/03/13 PAGE 1 QUOTE# Q1307001 '_‹ DATE QUOTED:07/03/13 TR 7z s 181 GOODWIN ST VALID UNTIL: 07/31/13 C .1. AI PO BOX 51027 INDIAN ORCHARD, MA 01151 Job: SHELBURNE FARMHOUSE LOT 5 BEECHWOOD AT VILLAGE HILL MANUFACTURERS OF ROOF& FLOOR TRUSSES 10 FORD CROSSING Phone(413)543-1298 Fax(413)543-1847 Toil Free(800)456-0187 NORTHAMPTON, MA Quote To:r.k. Miles, Inc. Requested By: ANDY CLOGSTON 24 West St. West Hatfield, MA 01088 Quoted By: Brian Tetreault. Attn:ANDY CLOGSTON Phone:(413)247-8300 SPECIAL INSTRUCTIONS: *BASED ON PLANS DATED 6/26/13. *ADDITIONAL DL ADDED TO TOP CHORD OF ROOF TRUSSES FOR FUTURE SOLAR AND/OR PV PANELS FOR MAIN HOUSE AND GARAGE. ROOF TRUSSES LOADING TCLL-TCDL-13C11-BCDL STRESS INCR. ROOF TRUSS SPACING:24.0 IN.O.C.(TYP.) LAYOUTBRT 07/03/13 INFORMATION 50.0,10.0,0.0,10.0 1.15 PROFILE QTY PITCH TYPE BASE I O/A LUMBER OVRHG/CANT SHIPPING I UNIT PLY I TOP BOT TRUSS ID SPAN SPAN TOP BOT LEFT RIGHT HEIGHT WEIGHT COMMON 00-10-08 00-10-08 13 7.00 0.00 T2 29-00-00 29-00-00 2 X 4 2 X 4 09-05-08 132 alt 00-10-08 00-10-08 09-05-08 193 •1 a• t l•.- 2 7.00 0.00 T2SGE 29-00-00 29-00-00 2 X 4 2 X 4 r.�+ COMMON 00-10-08 00-10-08 .a'NIE tIt�. 4 7.00 0.00 T3 16-00-00 16-00-00 2 X 4 2 X 4 05-08-00 71 �+I}, GABLE 00-10-08 00-10-08 .tLT.I I I T'.. 1 7.00 0.00 T3GE 16-00-00 16-00-00 2 X 4 2 X 4 05-08-00 69 Common Truss 00-10-08 00-10-08 6 7.00 0.00 T4 14-00-00 14-00-00 2 X 4 2 X 4 04-11-03 49 Common Truss 00-10-08 00-10-08 1 7.00 0.00 T4GE 14-00-00 14-00-00 2 X 4 2 X 4 04-11-03 51 FLOOR TRUSSES LOADING (40.TCLL-TCDL-BCLL-BCDL STRESS INCR. FLOOR TRUSS SPACING:24.0 IN.O.C.(TYP.) LAYOUTBRT 07/03/13 INFORMATION 40.c),10.0,0 0,10.0 1.00 FLOOR QTY TRUSS ID DEPTH I BASE 0/A END TYPE CANTILEVER STUB UNIT PROFILE PLY SPAN SPAN LEFT RIGHT LEFT RIGHT LEFT RIGHT WEIGHT 5 F1 01-00-00 21-06-00 21-06-00 C 80 9 F10 01-00-00 29-00-00 29-00-00 I 3 106 5 F11A 01-00-00 15-04-00 15-04-00 r ni 56 *111.1415110 4 F11B 01-00-00 06-00-00 06-00-00 3 22 ,115,001141 1 F11C 01-00-00 06-03-08 06-03-08 r ni 25 1 F12 01-00-00 07-08-00 07-08-00 E 3 30 :° alli 1 F13 01-00-00 04-03-08 04-03-08 E 3 17 cmamzEzisam 1 F14 01-00-00 13-00-00 13-00-00 E 3 48 5 F15 01-00-00 16-00-00 16-00-00 r 1 59 2 F16GE 01-00-00 08-00-00 08-00-00 r 3 24 C 2 F17GE 01-00-00 12-08-08 12-08-08 r 3 38 KeyBuild Structure."'2.06[Build 7] Beechwood Lot 5-Level 10 7-15-13 kmBeamEngine 4.600y Materials Database 1415 2:57pm 1 of 1 Member Data Description:CalcB5 Member Type: Beam Application: Floor Comments: Beam#6 Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: U360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 11.7 PLF Filename:Y:\Beechwood Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 4' 1.50" 27 7 Snow Replacement Uniform(PLF) Top 0' 0.00" 8' 3.00" 9 2 Snow Replacement Uniform(PLF) Top 4' 1.50" 8' 3.00" 40 10 Snow Point(LBS) Top 4' 1.50" 47 1924 Live Point(LBS) Top 4' 1.50" 6527 0 Snow I ,72...4':' 4 p „, r yea IN RF h t 'I *s , 3 e r ,"E s' Tdi .W " Al aif$ A no-P / 8 3 0 P 8 3 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.704" 4473# -- 2 8' 3.000" Wall N/A N/A 1.717" 4507# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Snow Dead 1 23# 3423# 1050# 2 23# 3450# 1057# Design spans 8' 1.750" Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Minimum 1.70"bearing required at bearing#1 Minimum 1.72"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 17748.W 24466.'# 72% 4.13' Total Load D+S Shear 4434.# 9081.# 48% 7.38' Total Load D+S TL Deflection 0.1748" 0.4073" L/559 4.13' Total Load D+S LL Deflection 0.1343" 0.2715" L/728 4.13' Total Load S Control: Positive Moment DOLs: Live=100% Snow=115% Roof=125% Wind=160% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives All product names are trademarks of their respective owners Michael Greaney „ r.k.Miles,Inc. Copyright(C)1987-2012 by Keymark Enterprises,LLC.ALL RIGHTS RESERVED. West Hatfield,Ma 01088 KEYMARK "Passing is defined as when the member,floor joist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The design must be reviewed by a qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturer's specifications. A KeyBuild StructureT°2.06[Build 7] Beechwood Lot 5-Level 10 7-15-13 kmBeamEngine 4.600y Materials Database 1415 2:42pm 2 of 2 Product: 1-314x18 VERSA-LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 48104.' 83733.'# 57% 12' Total Load D+S Shear 7232.# 20648.# 35% 22.67' Total Load D+S TL Deflection 0.9241" 1.1729" U304 12.11' Total Load D+S LL Deflection 0.6937" 0.7819" U405 12.11' Total Load S Control: LL Deflection DOLs: Live=100% Snow=115% Roof=125% Wind=160% Design assumes a repetitive member use increase in bending stress: 4% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives All product names are trademarks of their respective owners Michael Greaney Copyright(C)1987-2012 by Keymark Enterprises,LLC.ALL RIGHTS RESERVED. West(Hatfield,Ma 01088 KEYMARK "Passing is defined as when the member,floor joist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The design must be reviewed by a qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturer's spedfications. J KeyBuild Structure. [Build 71 Beechwood Lot 5-Level 10 7-15-13 kmBeamEngine 4.600y Materials Database 1415 2:42pm 1 of 2 Member Data Description:CaicB4 Member Type: Beam Application: Roof Comments: Ridge Beam#5 Top Lateral Bracing: Continuous Slope: 0.00/12 Bottom Lateral Bracing:(See Below) Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, U240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 26.6 PLF Filename:Y:\Beechwood Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 6' 0.00" 2 152 Live Replacement Uniform(PLF) Top 0' 0.00" 6' 0.00" 600 0 Snow Replacement Uniform(PLF) Top 6' 0.00" 7' 0.00" 1 125 Live Replacement Uniform(PLF) Top 6' 0.00" 7' 0.00" 494 0 Snow Replacement Uniform(PLF) Top 7' 0.00" 8' 0.00" 1 126 Live Replacement Uniform(PLF) Top 7' 0.00" 8' 0.00" 498 0 Snow Replacement Uniform(PLF) Top 8' 0.00" 9' 0.00" 1 132 Live Replacement Uniform(PLF) Top 8' 0.00" 9' 0.00" 521 0 Snow Replacement Uniform(PLF) Top 9' 0.00" 10' 0.00" 1 88 Live Replacement Uniform(PLF) Top 9' 0.00" 10' 0.00" 350 0 Snow Replacement Uniform(PLF) Top 10' 0.00" 11' 0.00" 1 77 Live Replacement Uniform(PLF) Top 10' 0.00" 11' 0.00" 304 0 Snow Replacement Uniform(PLF) Top 11' 0.00" 12' 0.00" 1 66 Live Replacement Uniform(PLF) Top 11' 0.00" 12' 0.00" 260 0 Snow Replacement Uniform(PLF) Top 12' 0.00" 13' 0.00" 1 66 Live Replacement Uniform(PLF) Top 12' 0.00" 13' 0.00" 260 0 Snow Replacement Uniform(PLF) Top 13' 0.00" 14' 0.00" 1 77 Live Replacement Uniform(PLF) Top 13' 0.00" 14' 0.00" 304 0 Snow Replacement Uniform(PLF) Top 14' 0.00" 15' 0.00" 1 88 Live Replacement Uniform(PLF) Top 14' 0.00" 15' 0.00" 350 0 Snow Replacement Uniform(PLF) Top 15' 0.00" 16' 0.00" 1 132 Live Replacement Uniform(PLF) Top 15' 0.00" 16' 0.00" 521 0 Snow Replacement Uniform(PLF) Top 16' 0.00" 17' 0.00" 1 126 Live Replacement Uniform(PLF) Top 16' 0.00" 17' 0.00" 498 0 Snow Replacement Uniform(PLF) Top 17' 0.00" 18' 0.00" 1 125 Live Replacement Uniform(PLF) Top 17' 0.00" 18' 0.00" 494 0 Snow Replacement Uniform(PLF) Top 18' 0.00" 24' 2.75" 2 152 Live Replacement Uniform(PLF) Top 18' 0.00" 24' 2.75" 600 0 Snow Point(LBS) Top 12' 0.00" 79 0 Snow Point(LBS) Top 12' 0.00" 79 0 Snow Point(LBS) Top 12' 0.00" 31 86 Live Point(LBS) Top 12' 0.00" 31 86 Live Point(LBS) Top 12' 0.00" 2 297 Live Point(LBS) T^^ 1i---1 2' 0.00" 842 0 Snow I I 1 I I t I 1 I wad ,,r "' ar,t r.,'t.,.+ T 3, SwF t 1.r " ,4, i " tr.rIr,`�5MAr � ,A U,",,,,V'�°I,,A t\ 7 24 2 12 24 2 12 aj Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 2.129" 8384# -- 2 24' 2.750" Wall N/A N/A 2.133" 8399# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members , Live Snow Dead 1 47# 6358# 2027# 2 46# 6371# 2028# Design spans 23' 5.500" All product names are trademarks of their respective owners Michael Greaney r.k.Miles,Inc. Copyright(C)1987-2012 by Keymerk Enterprises,LLC.ALL RIGHTS RESERVED. West Hatfield,Ma 01088 KEYMARK **Passing is defined as when the member,floor joist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The design must be reviewed by a qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturer's specifications. KeyBu ld Structure',"2.06[Build fl Beechwood Lot 5-Level 8 7-15-13 kmBeamEngine 4.600y Materials Database 1415 2:52pm 2 of 2 Control: Shear DOLs: Live=100% Snow=115% Roof=125% Wind=160% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives All product names are trademarks of their respective owners Michael Greaney r.k.Miles,Inc. Copyright(C)1987-2012 by Keymark Enterprises,LLC.ALL RIGHTS RESERVED. West Hatfield,Ma 01088 KEYMARK "Passing is defined as when the member,floor joist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The design must be reviewed bye qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturer's specifications. KeyBuild Structure''"'2.06[Build 7] Beechwood Lot 5-Level 8 7-15-13 lcmBeamEngine 4.600y Materials Database 1415 2:52pm 1 of 2 Member Data Description:CaIcB2 Member Type: Beam Application: Floor Comments: Beam#4 Gar Hdr Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 13.8 PLF Filename: Y:\Beechwood Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 0' 4.00" 0 113 Live Replacement Uniform(PLF) Top 0' 4.00" 6' 4.00" 195 0 Snow Replacement Uniform(PLF) Top 0' 4.00" 6' 4.00" 481 283 Live Replacement Uniform(PLF) Top 6' 4.00" 9' 4.00" 195 0 Snow Replacement Uniform(PLF) Top 6' 4.00" 9' 4.00" 481 283 Live Replacement Uniform(PLF) Top 9' 4.00" 15' 4.00" 237 0 Snow Replacement Uniform(PLF) Top 9' 4.00" 15' 4.00" 481 283 Live Replacement Uniform(PLF) Top 15' 4.00" 18' 1.25" 194 0 Snow Replacement Uniform(PLF) Top 15' 4.00" 18' 1.25" 481 283 Live Replacement Uniform(PLF) Top 18' 1.25" 24' 0.00" 194 0 Snow Replacement Uniform(PLF) Top 18' 1.25" 24' 0.00" 481 283 Live n I I I & �` r 4N a V0 ' � W v + Y 4TH �fi €y z a: r , „ N * v � c , �s / 1 8 00 9 0 0 2 0 00 9 0 0 ® 2 4 0 / / 2400 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 1' 8.000" Wall N/A N/A 1.585" 4161# -- 2 10' 8.000" Wall N/A N/A 3.009" 7899# -73# 3 12' 8.000" Wall N/A N/A 2.850" 7482# -658# 4 21' 8.000" Wall N/A N/A 1.941" 5096# -- Maximum Load Case Reactions Used for applying point bads(or line loads)to carrying members Live Snow Dead 1 2465# 1003# 1560# 2 5569# 2374# 1942# 3 5381# 2377# 1663# 4 3049# 1240# 1879# Design spans 1' 7.375"(left cant) 9' 0.000" 2' 0.000" 9' 0.000" 2' 3.375"(right cant) Product: 1-3/4x14 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Minimum 1.59"bearing required at bearing#1 Minimum 3.01"bearing required at bearing#2 Minimum 2.85"bearing required at bearing#3 Minimum 1.94"bearing required at bearing#4 Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Review gravity uplift reaction force of 659Ibs at bearing 3 and ensure that the structure can resist appropriately. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 5035'# 29034.'# 17% 5.27' Even Spans D+L Negative Moment 6278.'# 29034.'# 21% 10.67' Adjacent 2 D+L Shear 3253.# 9310.# 34% 9.77' Adjacent 2 D+L TL Deflection 0.0400" 0.4500" L/999+ 5.72' Even Spans D+0.75(L+S) LL Deflection 0.0262" 0.3000" L/999+ 17.62' Even Spans 0.75(L+S) TL Defl.,Lt. -0.0250" 0.2000" 2L/999+ 0' Even Spans D+0.75(L+S) LL Defl.,Lt. -0.0168" 0.2000" 2L/999+ 0' Even Spans 0.75(L+S) TL Defl.,Rt. -0.0319" 0.2281" 2L/999+ 24' Even Spans D+0.75(L+S) LL Defl.,Rt. 0.0238" 0.2000" 2L/081P- 21' Even Spans 0.75(L-,S) All product names are trademarks of their respective owners Michael Greaney r.k.Miles,Inc. Copyright(C)7987-2012 by Keymark Enterprises,LLC.ALL RIGHTS RESERVED. West Hatfield,Ma 01088 KEYMARK **Passing is defined as when the member,floor joist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The design must be reviewed by a qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturer's specifications. J- KeyBuild Structure. [Build 7] Beechwood Lot 5-Level 8 7-15-13 kmBeamEngine 4.600y Materials Database 1415 2:51 pm 1 of 1 Member Data Description:CaIcB4 Member Type: Beam Application: Floor Comments: Beam#3 Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 9.4 PLF Filename:Y:\Beechwood Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 4' 6.13" 620 0 Snow Replacement Uniform(PLF) Top 0' 0.00" 4' 6.13" 276 518 Live Replacement Uniform(PLF) Top 4' 6.13" 6' 3.00" 620 0 Snow Replacement Uniform(PLF) Top 4' 6.13" 6' 3.00" 276 518 Live f a v x x m / .-Aytk1t t3{a) ^ ,to; Y x ' t§)1) t eta# r i C T U q k�k : )'f;.7.1,, qr ti4.44.44:c.,, .-mio Nw "d', � vmtto- uo m,,k z„r w?.t,.'kgvkavo s tayemtt .,qo�5�",N''c7 �,...a" S',AN4:E a:xo�.,dr tgr,..F...,..,..k:..e.;i.`I 6 3 0 Q 6 3 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 3685# -- 2 6' 3.000" Wall N/A N/A 1.500" 3685# -- Maximum Load Case Reactions Used for applying point loads(or line toads)to carrying members Live Snow Dead 1 848# 1905# 1620# 2 848# 1905# 1620# Design spans 6' 1.750" Product: 1-3/4x9-1/2 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 5662.'# 16051.'# 35% 3.12' Total Load D+0.75(L+S) Shear 2736.# 7265.# 37% 5.58' Total Load D+0.75(L+S) TL Deflection 0.0770" 0.3073" L/958 3.12' Total Load D+0.75(L+S) LL Deflection 0.0431" 0.2049" L/999+ 3.12' Total Load 0.75(L+S) Control: Shear DOLs: Live=100% Snow=115% Roof=125% Wind=160% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives All product names are trademarks of their respective owners Michael Greaney Copyright(C)1987-2012 by Keymark Enterprises,LLC.ALL RIGHTS RESERVED. West IHatfteld,Ma 01088 KEYMARK "Passing is defined as when the member,floor joist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The design must be reviewed by a qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturer's specifications. , v. KeyBuild Structure. [Budd 7] Beechwood Lot 5-Level 8 7-15-13 kmBeamEngine 4.600y Materials Database 1415 2:50pm 1 of 1 Member Data Description:CaIcB1 Member Type: Beam Application: Floor Comments: Beam#2 Header Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: U360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 9.4 PLF Filename:Y:\Beechwood Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 3' 6.75" 360 0 Snow Replacement Uniform(PLF) Top 0' 0.00" 3' 6.75" 320 413 Live Replacement Uniform(PLF) Top 3' 6.75" 4' 9.75" 620 0 Snow Replacement Uniform(PLF) Top 3' 6.75" 4' 9.75" 276 518 Live Replacement Uniform(PLF) Top 4' 9.75" 5' 9.00" 620 0 Snow Replacement Uniform(PLF) Top 4' 9.75" 5' 9.00" 276 518 Live t M E r Af�ll !g '.7 Bk a .r,� n r. v A � ` '� ,y �° "4;1 0 7 14-* 1i w o c 4. x � --# rrr �e3M *" 4+ of �� 9r �,t 40' 'I .0.1... .k. . :' *.Jrut"er„�;,5s ``�''83��,s. ri., o ..�,:,., :1,41 all.r ftaiat, "I, a Mlit ?su d..,lela21t,lvt�+� M,,, t.,`"g.lfiL 7*?v. lit 5 9 0 O m, 5 9 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 2741# -- 2 5' 9.000" Wall N/A N/A 1.500" 3094# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Snow Dead 1 886# 1121# 1236# 2 827# 1466# 1374# Design spans 5' 7.750" Product: 1-3/4x9-1/2 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 4020.'# 16051.'# 25% 2.87' Total Load D+0.75(L+S) Shear 2145.# 7265.# 29% 5.13' Total Load D+0.75(L+S) TL Deflection 0.0464" 0.2823" U999+ 2.87' Total Load D+0.75(L+S) LL Deflection 0.0256" 0.1882" U999+ 2.87' Total Load 0.75(L+S) Control: Shear DOLs: Live=100% Snow=115% Roof=125% Wind=160% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives j.41‘4,'''4*. All product names are trademarks of their respective owners Michael Greaney Copyright(C)1987-2012 by Keymark Enterprises,LLC.ALL RIGHTS RESERVED. r.k.st Miles, WeHatfield,Ma 01088 KEYMARK **Passing is defined as when the member,floor joist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The design must be reviewed by a qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturer's specifications. KeyBuild Structure'.2.06[Build 7] Beechwood Lot 5-Level 6 7-15-13 kmBeamEngine 4.600y Materials Database 1415 2:54pm 1 of 2 Member Data Description:CaIcB5 Member Type: Beam Application: Floor Comments: Beam#1 Top Lateral Bracing: Continuous Bottom Lateral Bracing: (See Below) Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 17.6 PLF Filename: Y:\Beechwood Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 1' 3.00" 1463 570 Live Replacement Uniform(PLF) Top 1' 3.00" 2' 0.75" 731 183 Live Replacement Uniform(PLF) Top 2' 0.75" 4' 4.38" 731 183 Live Replacement Uniform(PLF) Top 4' 4.38" 8' 9.00" 731 183 Live Replacement Uniform(PLF) Top 8' 9.00" 10' 4.38" 1463 570 Live Replacement Uniform(PLF) Top 10' 4.38" 18' 0.00" 1463 570 Live Replacement Uniform(PLF) Top 18' 0.00" 19' 8.31" 1344 533 Live Replacement Uniform(PLF) Top 19' 8.31" 25' 0.31" 672 168 Live Replacement Uniform(PLF) Top 25' 0.31" 28' 0.00" 672 168 Live Point(LBS) Top 1' 3.00" 2742 1081 Live Point(LBS) Top 8' 9.00" 2742 1081 Live Point(LBS) Top 18' 0.00" -999 423 Live Point(LBS) Top 19' 6.19" 2852 1129 Live Point(LBS) Top 27' 7.38" 2852 1129 Live ■ I I I . Is ' a ,io + 7, 5 i t � i t ,ws w 'i x * t a4471 1Vgi ym ,# a i ` 10 t s1r014, 4($0 Se V PM A' r x a " ; w r� r , t"� ia " a ti ; ' _ s "„ ? fir 1)vI � 1 ` 10 0 0 9 6 3 / 8 513 / 7 m 0 ®, 2800 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 2.114" 8324# -- 2 10' 0.000" Wall N/A N/A 5.627" 22158# -- 3 19' 6.188" Wall N/A N/A 4.832" 19026# -- 4 28' 0.000" Wall N/A N/A 1.773" 6982# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 6370# 1954# 2 16237# 5983# 3 14136# 5290# 4 5473# 1509# Design spans 9' 7.375" 9' 6.188" 8' 1.188" Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 12492.'# 33189.'# 37% 14.76' Even Spans D+L Negative Moment 18122.'# 33189.'# 54% 10' Adjacent 1 D+L Negative Unbrcd 18122.'# 33189.'# 54% 10' Adjacent 1 D+L Shear 9356.# 11845.# 78% 9.04' Adjacent 1 D+L TL Deflection 0.1151" 0.4758" L/991 14.76' Even Spans D+L LL Deflection 0.0972" 0.3205" L/999+ 5.19' Odd Spans L Control: Shear DOLs: Live=100% Snow=115% Roof=125% Wind=160% Design assumes a repetitive member use increase in bending stress: 4% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives All product names are trademarks of their respective owners Michael Greaney Copyright(C)1987-2012 by Keymark Enterprises,LLC.ALL RIGHTS RESERVED. West(Hatfield,Ma 01088 KEYMARK "Passing is defined as when the member,floor joist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The design must be reviewed by a qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturer's specifications. r{ a V i 1:', \[E Duct System Summary Job: Y Date: Jul 16,2013 j - Entire House By 1 j[X - Powers Air Email:powersair @comcast.net Project Information For: Wright Japaridze ■ Heating Cooling External static pressure 0.01 in H2O 0.01 in H2O Pressure losses 0.03 in H2O 0.03 in H2O Available static pressure 0.0 in H2O 0.0 in H2O Supply/return available pressure -0.02/0.00 in H2O -0.02/0.00 in H2O Lowest friction rate -0.01 in/100ft -0.01 in/100ft Actual air flow 1012 cfm 1012 cfm Total effective length(TEL) 282 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Eqv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk liv c 2095 121 136 -0.01 0 8x 0 ShMt 57.0 170.0 kitchen c 2693 50 174 -0.01 0 8x 0 ShMt 57.0 170.0 mud c 693 23 45 -0.01 0 8x 0 ShMt 57.0 170.0 bath h 32 3 2 -0.01 0 8x 0 ShMt 57.0 170.0 foyer h 435 52 28 -0.01 0 8x 0 ShMt 57.0 170.0 Rooms h 886 69 57 -0.01 0 8x 0 ShMt 57.0 170.0 bed 1 c 1458 68 94 -0.01 0 8x 0 ShMt 57.0 170.0 bed 3 c 968 60 63 -0.01 0 8x 0 ShMt 57.0 170.0 bed 2 h 451 31 29 -0.01 0 8x 0 ShMt 57.0 170.0 1/2 bath h 35 3 2 -0.01 0 8x 0 ShMt 57.0 170.0 landing h 758 60 49 -0.01 0 8x 0 ShMt 57.0 170.0 mbath h 299 37 19 -0.01 0 8x 0 ShMt 57.0 170.0 master h 1935 155 125 -0.01 0 8x 0 ShMt 57.0 170.0 cellar-A h 1449 140 94 -0.01 0 8x 0 ShMt 57.0 170.0 cellar h 1449 140 94 -0.01 0 8x 0 ShMt 57.0 170.0 Return Branch Detail Table Grill Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb1 Ox 0 1012 1012 55.0 -0.01 0 0 8x 0 ShMt Bold/italic values have been manually overridden ,� 2013-Jul-16 15:53:59 .yam � � h�0�. Right-SuiteC�I Universal 7.1.23 RSU10010 /9hi+,.P.C:\Users\Drew\Documents\Wrightsoft HVAC\Wright Japaridze.rup Calc=MJ8 Orientation=N Page 1 Level 3 Job#: Powers Air Scale: 1 : 145 Performed for: Page 3 Wright Japaridze Right-Suite®Universal 7.1.23 RSU10010 2013-Jul-16 15:54:36 powersair(a�comcast.net ...htsoft HVAC\Wright Japaridze.rup Level 2 J mbath bed 2 bed1®.e2 2120 cfm �19 cfm master ®.95 cfm ®.8B dm 181,139 cfm 1gh2 h m drind 3 landing El 34 I dm Job#: Powers Air Scale: 1 : 145 Performed for: Page 2 Wright Japaridze Right-Suite®Universal 7.1.23 RSU10010 2013-Jul-16 15:54:36 powersair a(),comcast.net ...htsoft HVAC\Wright Japaridze.rup Level? 637 cfm �89 cfm 17 cfm Iry bath mud 10 cfm 2 2cfm Room6 foyer a31 cfm g45 cfm r Job#: Powers Air Scale: 1 : 145 Performed for: Page 1 Wright Japaridze Right-Suite®Universal 7.1.23 RSU10010 2013-Jul-16 15:54:36 powersaira,comcast.net ...htsoft HVAC\Wright Japaridze.rup `: dp Right-J® Worksheet Job: ( Entire House Date: Jul 16,2013 �'',` By: Powers Air Email:powersair@comcast.net 1 Room name cellar 2 Exposed wall 126.0 ft 3 Ceiling height 9.0 ft heat/cool 4 Room dimensions 34.0 x 29.0 ft 5 Room area 986.0 ft' ' I T Construction U-value Or HTM Area (ft,) Load Area Load y number (Btuh/ft'-°F I (Btuh/ft') I or perimeter (ft) (Btuh) I or perimeter Heat I Cool ( Gross N/P/S Heat I Cool 1 Gross I N/P/S Heat I Cool 6 15E19-0w-8 0.073 n 2.96 0.01 306 269 798 0 1 4A5-2ov 0.470 n 34.31 8.88 16 0 549 142 D 11P0 0.290 n 21.17 6.96 21 21 445 146 15E19-Ow-8 0.073 e 3.11 0.04 261 261 849 17 11 4A5-2ov 0.470 e 34.31 26.55 0 0 0 0 D 11P0 0.290 e 21.17 6.96 0 0 0 0 15E19-Ow-8 0.073 s 3.00 0.03 306 306 995 20 1.1 4A5-2ov 0.470 s 34.31 10.91 0 0 0 0 Lip 11 PO 0.290 s 21.17 6.96 0 0 0 0 15E19-0w-8 0.073 w 2.92 0.00 261 229 678 0 4A5-2ov 0.470 w 34.31 26.55 32 0 1098 850 C 16B-44ad 0.022 - 1.61 1.04 986 986 1584 1030 F 21A-32t 0.020 - 1.46 0.00 986 986 1440 0 6 I Envelope loss/gain I 84351 25251 12 a) Infiltration 1796 289 b) Room ventilation 0 0 13 Internal gains: Occupants© 230 0 0 Appliances/other 0 Subtotal(lines 6 to 13) 10231 2814 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 10231 2814 15 Duct loads 3% 3% 307 84 1 Air Total room required load(cfm) 1 I I 102881 28981 1 1 I 1 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. +4*. welUlt*tsle Rig ht-Su ite®Univer sal 7.1.23 R SU 10010 2013-Jul-16 15:53:57 C:\Users\Drew\Documents\Wrightsoft HVAC\Wright Japaridze.rup Calc=MJ8 Orientation=N Page 8 AllIMUSINIMPINIMIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIsr 1 1 II, Right-J® Worksheet Job: I I V,,: ( ' Entire House Date: Jul 16,2013 By: Powers Air Email:powersair @comcast.net 1 Room name mbath master 2 Exposed wall 11.0 ft 58.0 ft 3 Ceiling height 9.0 ft heat/cool 9.0 ft heaUcool 4 Room dimensions 12.0 x 14.0 ft 24.0 x 22.0 ft 5 Room area 168.0 ft' 528.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft'-°F I (Btuh/ft') I or perimeter (ft) (Btuh) I or perimeter (ft) (Btuh) Heat I Cool I Gross N/P/S Heat I Cool Gross N/P/S Heat I Cool 6 1 15E19-0w-8 0.073 n 2.96 0.01 81 69 200 0 135 119 354 0 4A5-2ov 0.470 n 34.31 8.88 12 0 412 107 16 0 549 142 . D 11P0 0.290 n 21.17 6.96 0 0 0 0 0 0 0 0 15E19-0w-8 0.073 e 3.11 0.04 0 0 0 0 198 178 537 1 11 4A5-2ov 0.470 e 34.31 26.55 0 0 0 0 20 0 686 531 D 11P0 0.290 e 21.17 6.96 0 0 0 0 0 0 0 0 1 D 15E19-0w-8 0.073 s 3.00 0.03 0 0 0 0 189 173 529 3 4A5-2ov 0.470 s 34.31 10.91 0 0 0 0 16 10 549 175 11P0 0.290 s 21.17 6.96 0 0 0 0 0 0 0 0 15E19-0w-8 0.073 w 2.92 0.00 18 18 59 1 0 0 0 0 4A5-2ov 0.470 w 34.31 26.55 0 0 0 0 0 0 0 0 C 16B-44ad 0.022 - 1.61 1.04 168 168 270 176 528 528 R48 559, F 21A-32t 0.020 - 1.46 0.00 168 168 245 0 528 528 771 0-18 6 I Env lope loss/gain I I 11851 2651 I 4824 12861 12 a) Infiltration 157 25 827 133 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 2 460 Appliances/other 0 0 Subtotal(lines 6 to 13) 1342 290 5650 1879 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1342 290 5650 1879 15 Duct loads 3% 3% 40 9 3% 3% 170 56 I I grouiremdlo(ad (cfm) I I I 13371 2991 I I 58551 19251 19 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. 441° w.-I I **00?* Right-Suite®Universal 7.1.23 RSU10010 2013-Jul-16 15:53:57 C:\Users\Drew\Documents\Wrightsoft HVAC\Wright Japaridze.rup Calc=MJ8 Orientation=N Page 7 f• v,I " II Right-J® Worksheet Job: Date: Jul 16,2013 Entire House I I� C By: Powers Air Email:powersair @comcast.net 1 Room name 1/2 bath landing 2 Exposed wall 0 ft 14.0 ft 3 Ceiling height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 7.0 x 5.0 ft 12.0 x 18.0 ft 5 Room area 35.0 ft' 216.0 ft' I I I I T Construction U-value Or HTM Area ft' Load Area ft' Load Y number (Btuh/ft'-°F I (Btuh/f V) I or perimeter (ft) (Btuh) I or perimeter (ft) (Btuh) 1 Heat I Cool 1 Gross N/P/S Heat I Cool I Gross N/P/S Heat I Cool 6. 1,6 15E19-0w-8 0.073 n 2.96 0.01 0 0 0 0 0 0 0 0 4A5-2ov 0.470 n 34.31 8.88 0 0 0 0 0 0 0 0 11P0 0.290 n 21.17 6.96 0 0 0 0 0 0 0 0 15E19-Ow-8 0.073 e 3.11 0.04 0 0 0 0 36 28 74 0 11 4A5-2ov 0.470 e 34.31 26.55 0 0 0 0 8 0 274 212 D 11 PO 0.290 e 21.17 6.96 0 0 0 0 0 0 0 0 15E19-Ow-8 0.073 s 3.00 0.03 0 0 0 0 90 66 165 0 4A5-2ov 0.470 s 34.31 10.91 0 0 0 0 24 15 823 262 D 11P0 0.290 s 21.17 6.96 0 0 0 0 0 0 0 0 \Q/ 15E19-Ow-8 0.073 w 2.92 0.00 0 0 0 0 0 0 0 0 I-G 4A5-2ov 0.470 w 34.31 26.55 0 0 0 0 0 0 0 0 C 168-44ad 0.022 - 1.61 1.04 35 35 56 37 216 216 347 226 F 21A-32t 0.020 - 1.46 0.00 35 35 51 0 216 216 315 0 6( Envelope loss/gain I I 1071 34 19991 7041 12 a) Infiltration 0 0 200 32 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 107 34 2199 736 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 107 34 2199 736 15 Duct loads 3% 3% 3 1 3% 3% 66 22 Air required(cfm) I I I 1131 321 I I 2265 758 491 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. -49- w.-PU t*esrt Rig ht-Suite®U niv er sal 7.1.23 R SU10010 2013-Jul-16 15:53:57 C:\Users\Drew\Documents\Wrightsoft HVAC\Wright Japaridze.rup Calc=MJ8 Orientation=N Page 6 f i-,, , `, ,11! Right-J® Worksheet Job: Ii i { !� Entire House Date: Jul 16,2013 L I ;`1 l' By: Powers Air Email:powersair @comcast.net 1 Room name bed 3 bed 2 2 Exposed wall 24.0 ft 11.0 ft 3 Ceiling height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 12.0 x 12.0 ft 11.0 x 9.0 ft 5 Room area 144.0 ft' 99.0 ft' I I Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load r number (Btuh/ft'-°F I (Btuh/ft') I or perimeter (ft) (Btuh) I or perimeter (ft) (Btuh) Heat I Cool I Gross N/P/S Heat I Cool I Gross I N/P/S Heat I Cool 6 Ti::, 15E19-0w-8 0.073 n 2.96 0.01 0 0 0 0 99 87 258 0 4A5-2ov 0.470 n 34.31 8.88 0 0 0 0 12 0 412 107 11P0 0.290 n 21.17 6.96 0 0 0 0 0 0 0 0 15E19-0w-8 0.073 e 3.11 0.04 0 0 0 0 0 0 0 0 11 4A5-2ov 0.470 e 34.31 26.55 0 0 0 0 0 0 0 0 D 11 PO 0.290 e 21.17 6.96 0 0 0 0 0 0 0 0 V 15E19-0w-8 0.073 s 3.00 0.03 108 96 287 0 0 0 0 0 4A5-2ov 0.470 s 34.31 10.91 12 8 412 131 0 0 0 0 D 11P0 0.290 s 21.17 6.96 0 0 0 0 0 0 0 0 Vhf 15E19-0w-8 0.073 w 2.92 0.00 108 96 287 0 0 0 0 0 I-G 4A5-2ov 0.470 w 34.31 26.55 12 0 412 319 0 0 0 0 C 16B-44ad 0.022 - 1.61 1.04 144 144 231 150 99 99 159 103 F 21A-32t 0.020 - 1.46 0.00 144 144 210 0 99 99 145 0-27 6 I Envelope loss/gain I 18401 6551 I 9731 183 12 a) Infiltration 342 55 157 25 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 1 230 Appliances/other 0 0 Subtotal(lines 6 to 13) 2182 940 1130 438 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2182 940 1130 438 15 Duct loads 3% 3% 65 28 3% 3% 34 13 Air requomdl(cfm) I I I 22601 9631 I I 1131 4291 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. .44*. ......-400..**43.44e- Right-Suite®Universal 7.1.23 RSU10010 2013-Jul-16 15:53:57 C:\Users\Drew\Documents\Wrightsoft HVAC\Wright Japaridze.rup Calc=MJ8 Orientation=N Page 5 d ,,. l ,H Right-J® Worksheet Job: I(( y Entire House Date: Jul 16,2013 V r' _ By: Powers Air Email:powersairIcomcast.net 1 Room name Room6 bed 1 2 Exposed wall 24.0 ft 30.0 ft 3 Ceiling height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 11.0 x 13.0 ft 13.0 x 12.0 ft 5 Room area 143.0 ft2 156.0 ft' ' I I Ty Construction U-value Or HTM Area (ft') Load Area OF) Load number (Bt I (Bt uh/ft2) I or perimeter (ft) (Btuh) I or perimeter (ft) (Btuh) Heat I Cool I Gross N/P/S Heat I Cool I Gross N/P/S Heat I Cool 1 6 1+it/ 15E19-Ow-8 0.073 n 2.96 0.01 0 0 0 0 117 117 381 8 L�._(p 4A5-2ov 0.470 n 34.31 8.88 0 0 0 0 0 0 0 0 11P0 0.290 n 21.17 6.96 0 0 0 0 0 0 0 0 15E19-0w-8 0.073 e 3.11 0.04 0 0 0 0 0 0 0 0 11 4A5-2ov 0.470 e 34.31 26.55 0 0 0 0 0 0 0 0 D 11 PO 0.290 e 21.17 6.96 0 0 0 0 0 0 0 0 I 15E19-0w-8 0.073 s 3.00 0.03 99 66 146 0 45 45 146 3 4A5-2ov 0.470 s 34.31 10.91 12 8 412 131 0 0 0 0 D 11P0 0.290 s 21.17 6.96 21 21 445 146 0 0 0 0 15E19-0w-8 0.073 w 2.92 0.00 117 105 317 1 108 84 223 0 4A5-2ov 0.470 w 34.31 26.55 12 0 412 319 24 0 823 637 C 16B-44ad 0.022 - 1.61 1.04 143 143 230 149 156 156 251 163 F 21A-32t 0.020 - 1.46 0.00 143 143 209 0 156 156 228 0 60 6 I Envelope loss/gain I I 2169 806 I 2052( 111 12 a) Infiltration 342 55 428 69 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants(dl 230 0 0 1 230 Appliances/other 0 0 Subtotal(lines 6 to 13) 2511 861 2480 1415 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2511 861 2480 1415 15 Duct loads 3% 3% 75 26 3% 3% 74 42 TAir reQUOmdload I I I 2587 8561 ( I 25 8 I 14941 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. .....rIQwtw.alt Right-Suite®Universal 7.1.23 RSU10010 2013-Jul-16 15:53:57 C:\Users\Drew\Documents\Wrightsoft HVAC\Wright Japaridze.rup Calc=MJ8 Orientation=N Page 4 t ;., ,,.`,1 it Right-J® Worksheet Job: I I V A( Entire House Date: Jul 16,2013 By: Powers Air Email:powersair@comcast.net 1 Room name bath foyer 2 Exposed wall 0 ft 22.0 ft 3 Ceiling height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 4.0 x 8.0 ft 12.0 x 16.0 ft 5 Room area 32.0 ft' 192.0 ft' I Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number I I (Btuh/ft'-°F I (Btuh/ftl I or perimeter (ft) (Btuh) I or perimeter (ft) (Btuh) IHeat I Cool I Gross I N/P/S Heat I Cool 1 Gross N/P/S Heat I Cool 6 15E19-0w-8 0.073 n 2.96 0.01 0 0 0 0 0 0 0 0 . 4A5-2ov 0.470 n 34.31 8.88 0 0 0 0 0 0 0 0 . D 11P0 0.290 n 21.17 6.96 0 0 0 0 0 0 0 0 15E19-0w-8 0.073 e 3.11 0.04 0 0 0 0 81 81 263 5 11 4A5-2ov 0.470 e 34.31 26.55 0 0 0 0 0 0 0 0 D 11 PO 0.290 e 21.17 6.96 0 0 0 0 0 0 0 0 15E19-0w-8 0.073 s 3.00 0.03 0 0 0 0 117 105 317 1 4A5-2ov 0.470 s 34.31 10.91 0 0 0 0 12 8 412 131 D 11P0 0.290 s 21.17 6.96 0 0 0 0 0 0, 0 0 15E19-0w-8 0.073 w 2.92 0.00 0 0 0 0 0 0 0 0 4A5-2ov 0.470 w 34.31 26.55 0 0 0 0 0 0 0 0 C 16B-44ad 0.022 - 1.61 1.04 32 32 51 33 192 192 308 201 F 21A-32t 0.020 - 1.46 0.00 32 32 47 0 192 192 280 0 6 I Envelope loss/gain ( I 981 3-211 ( 15801 372 12 a) Infiltration 0 0 314 50 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 98 31 1894 422 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 98 31 1894 422 15 Duct loads 3% 3% 3 1 3% 3% 57 13 I I AAir requi dl(cdm) I I I 1031 321 I I 1951 I 428 Printout certified by ACCA to meet all reauirements of Manual J 8th Ed. °*° wrlhgrhm owt' Right-Suite®Universal 7.1.23 RSU10010 2013-Jul-16 15:53:57 C:\Users\Drew\Documents\Wrightsoft HVAC\Wright Japaridze.rup Calc=MJ8 Orientation=N Page 3 ,1 -, '` 1 di' Right-J® Worksheet Job: Ii ii\' (( ;\L ' Entire House Date: Jul 16,2013 1 By: Powers Air Email:powersair @comcast.net 1 Room name kitchen mud 2 Exposed wall 24.0 ft 8.0 ft 3 Ceiling height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 13.0 x 11.0 ft 6.0 x 8.0 ft 5 Room area 143.0 ft' 48.0 ft' I I I i Ty Construction U-value Or I HTM I Area (ft') Load Area (ft') Load number (Btuh/ft'-°F (Btuh/f t') or perimeter (ft) (Btuh) I or perimeter (ft) (Btuh) Heat I Cool I Gross N/P/S Heat ( Cool I Gross N/P/S Heat I Cool 1 6 15E19-Ow-8 0.073 n 2.96 0.01 117 105 317 1 0 0 0 0 4A5-2ov 0.470 n 34.31 8.88 12 0 412 107 0 0 0 0 11P0 0.290 n 21.17 6.96 0 0 0 0 0 0 0 0 V� 15E19-0w-8 0.073 e 3.11 0.04 99 99 322 7 72 51 122 0 11 4--G 4A5-2ov 0.470 e 34.31 26.55 0 0 0 0 0 0 0 0 D 11 PO 0.290 e 21.17 6.96 0 0 0 0 21 21 445 146 15E19-0w-8 0.073 s 3.00 0.03 0 0 0 0 0 0 0 0 4A5-2ov 0.470 s 34.31 10.91 0 0 0 0 0 0 0 0 D 11P0 0.290 a 21.17 6.96 0 0 0 0 0 0 0 0 Vl/ 15E19-Ow-8 0.073 w 2.92 0.00 0 0 0 0 0 0 0 0 1-G 4A5-2ov 0.470 w 34.31 26.55 0 0 0 0 0 0 0 0 C 16B-44ad 0.022 - 1.61 1.04 143 143 230 149 48 48 77 50 F 21A-32t 0.020 - 1.46 0.00 143 143 209 0 48 48 70 0-42 6 I Envelope loss/gain I I 14891 1 0� I 714 1541 12 a) Infiltration 342 55 114 18 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 2000 500 Subtotal(lines 6 to 13) 1831 2615 828 673 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1831 2615 828 673 15 Duct loads 3% 3% 55 78 3% 3% 25 20 1 room (cf 1886 2693 853 693 Air reI m) I I I 01 141 I I 23 451 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wtreseltsittiowortt Right-Suite®Universal 7.1.23 RSU10010 2013-Jul-1615:53:57 C:\Users\Drew\Documents\Wrightsoft HVAC\Wright Japaridze.rup Calc=MJ8 Orientation=N Page 2 0. ;, l:: Right-J® Worksheet Job: I I N.' \( ' Entire House Date: Jul 16,2013 By: Powers Air Email:powersairlcomcast.net 1 Room name Entire House liv 2 Exposed wall 392.0 ft 40.0 ft 3 Ceiling height 9.0 ft d 9.0 ft heat/cool 4 Room dimensions 18.0 x 15.0 ft 5 Room area 3160.0 ft. 270.0 ft' I I Ty Construction U-value Or HTM Area (f t') Load Area (f t.) Load number (Btuh/ft'-°F I (Btuh/f t') I or perimeter (ft) (Btuh) I or perimeter (ft) (Btuh) Heat I Cool I Gross N/P1S Heat I Cool I Gross N/P/S Heat I Cool 6 15E19-0w-8 0.073 n 2.96 0.01 1017 891 2636 8 162 125 330 0 4A5-2ov 0.470 n 34.31 8.88 84 0 2882 746 16 0 549 142 11P0 0.290 n 21.17 6.96 42 42 889 292 21 21 445 146 15E19-0w-8 0.073 e 3.11 0.04 747 698 2169 30 0 0 0 0 11 4A5-2ov 0.470 e 34.31 26.55 28 0 961 743 0 0 0 0 D 11 PO 0.290 e 21.17 6.96 21 21 445 146 0 0 0 0 15E19-0w-8 0.073 s 3.00 0.03 1017 908 2727 27 63 51 141 0 4A5-2ov 0.470 s 34.31 10.91 88 113 3019 960 12 8 412 131 D 11P0 0.290 s 21.17 6.96 21 21 445 146 0 0 0 0 Vt/ 15E19-0w-8 0.073 w 2.92 0.00 747 643 1875 2 135 111 311 0 I� 4A5-2ov 0.470 w 34.31 26.55 104 0 3568 2761 24 0 823 637 C 16B-44ad 0.022 - 1.61 1.04 3160 3160 5075 3302 270 270 434 282 F 21A-32t 0.020 - 1.46 0.00 3160 3160 4614 0 270 270 394 0 • 6 I Envelope loss/gain I I I 313041 97141 ( 38381 1482 12 a) Infiltration 5588 898 570 92 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 9 2070 2 460 Appliances/other 2500 0 Subtotal(lines 6 to 13) 36892 15182 4409 2034 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 36892 15182 4409 2034 15 Duct loads 3% 3% 1107 455 3% 3% 132 61 flirt equoed(cfm) I I I 310121 110121 I I 4121 I 21361 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. 041C.-4-;P,. °4 wrIUhltsatt Rig ht-Su ite®Univer sal 7.1.23 R SU10010 2013-Jul-16 15:53:57 C:\Users\Drew\Documents\Wrightsoft HVAC\Wright Japaridze.rup Calc=MJ8 Orientation=N Page 1 Pt 1\\ 1 1.{, \i i AED Assessment Job: Date: Jul 16,2013 H V A C Entire House By: Powers Air Email:powersairlcomcast.net Project Information For: Wright Japaridze Design Conditions Location: Indoor: Heating Cooling Springfield Westover AFB, MA, US Indoor temperature(°F) 68 75 Elevation: 190 ft Design TD(°F) 73 12 Latitude: 42°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grub) 47.9 24.1 Dry bulb(°F) -5 87 Infiltration: Daily range(°F) - 19 ( M ) Vet bulb(°F) - 71 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Diversity I-burly Gazing Load 9aoa- $cxD-- 7aCE- 5000— G, 4aCO— e- 14- ‘r3 3ses O d d r S 2I 1,w-- 0 1 1 1 I 1 I I I 1 I 8 9 10 11 12 13 14 15 16 17 18 19 37 Hour of Day Hourly ••Average /AED limit Maximum hourly glazing load exceeds average by 39.4%. House does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 550 Btuh (PFG - 1.3*AFG) Bold/italic values have been manually overridden � ft.:, P$.- wrlghtsoft. Right-Suite®Universal 7.1.23 RSU10010 2013-Jul-16 15:53:57 C:\Users\Drew\Documents\Wrightsoft HVAC\Wright Japandze.rup Calc=MJ8 Orientation=N Page 1 ___ er p( ,v,, E i , y,iii Project Summary Job: l Ir Date: Jul 16,2013 11 4��A Powers House By: Email:powersair@comcast.net Project Information For: Wright Japaridze Notes: Desi.n Information Weather: Springfield Westover AFB, MA, US Winter Design Conditions Summer Design Conditions Outside db -5 °F Outside db 87 °F Inside db 68 °F Inside db 75 °F Design TD 73 °F Design TD 12 °F Daily range M Relative humidity 50 % Moisture difference 24 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 36892 Btuh Structure 15182 Btuh Ducts 1107 Btuh Ducts 455 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 37999 Btuh Use manufacturer's data n Rate/swing multiplier 0.92 Infiltration Equipment sensible load 14386 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 2915 Btuh Ducts 70 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft2) 3160 3160 Equipment latent load 2985 Btuh Volume(ft3) 3696 3696 Air changes/hour 0.42 0.35 Equipment total load 17371 Btuh Equiv.AVF (cfm) 70 68 Req.total capacity at 0.55 SHR 2.2 ton Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Model Cond GAMA ID Coil ARI ref no. Efficiency 95 AFUE Efficiency 15 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 1012 cfm Actual air flow 1012 cfm Air flow factor 0.027 cfm/Btuh Air flow factor 0.065 cfm/Btuh Static pressure 0.01 in H2O Static pressure 0.01 in H2O Space thermostat Load sensible heat ratio 0.84 Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. w Ightsf7ft Right-Suite®Universal 7.1.23 RSU10010 2013-Jul-16 15:53:57 C:\Users\Drew\Documents\Wrightsoft HVAC\Wright Japaridze.rup Calc=MJ8 Orientation=N Page 1 K rt IV, i i `, '\II-! Component Constructions Job: Date: Jul 16,2013 (( !� Entire House By: I I V y Powers Air Email:powersair @comcast.net Pro"ect Information For: Wright Japaridze Design Conditions Location: Indoor: Heating Cooling Springfield Westover AFB, MA, US Indoor temperature (°F) 68 75 Elevation: 190 ft Design TD(°F) 73 12 Latitude: 42°N Relative humidity(%) 50 50 Outdoor: Heating . Cooling Moisture difference(grub) 47.9 24.1 Dry bulb(°F) -5 87 Infiltration: Daily range(°F) - 19 ( M ) Method Simplified Wet bulb(°F) - 71 Construction quality Tight Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft'-°F ft'-°F/Btuh Btuh/ft' Btuh Btuh/ft' Btuh Walls 15E19-0w-8:Bg wall,heavy dry or light damp soil,r-19 core,2"x6" n 891 0.041 19.0 2.96 2636 0.01 8 metal int frm,plywood,wood framing wall,r-19 cav ins,6"thk,1/2" e 698 0.041 19.0 3.11 2169 0.04 30 gypsum board int fnsh s 908 0.041 19.0 3.00 2727 0.03 27 w 643 0.041 19.0 2.92 1875 0.00 2 all 3140 0.041 19.0 3.00 9407 0.02 67 Partitions (none) Windows 4A5-2ov:2 glazing,clr low-e outr,argon gas,vnl frm mat,clr innr,1/2" n 84 0.470 0 34.3 2882 8.88 746 gap,1/4"thk;50%drapes,medium;50%outdoor insect screen;1.6 ft e 28 0.470 0 34.3 961 26.5 743 overhang(4 ft window ht,1.6 ft sep.) s 88 0.470 0 34.3 3019 10.9 960 w 104 0.470 0 34.3 3568 26.5 2761 all 304 0.470 0 34.3 10430 17.1 5211 Doors 11 P0:Door,mtl pur core type n 42 0.290 10.5 21.2 889 6.96 292 e 21 0.290 10.5 21.2 445 6.96 146 s 21 0.290 10.5 21.2 445 6.96 146 all 84 0.290 10.5 21.2 1778 6.96 585 Ceilings 16B-44ad:Attic ceiling,asphalt shingles roof mat,r-44 cell ins,1/2" 3160 0.022 44.0 1.61 5075 1.04 3302 gypsum board int fnsh Floors 21A-32t:Bg floor,heavy dry or light damp soil,tile fir fnsh 3160 0.020 0 1.46 4614 0 0 wrIghtsalt° Right-Suitee Universal 7.1.23 RSU10010 2013-Jul-16 15:53:57 C:\Users\Drew\Documents\Wrightsoft HVAC\Wright Japaridze.rup Calc=MJ8 Orientation=N Page 1 k. 1'l ii', 1 ° \Il. Building Analysis Job: Ju116,2013 E I `' f'(� Entire House By: Powers Air Email:powersair @comcast.net Pro'ect Information For: Wright Japaridze Desi.n Conditions Location: Indoor: Heating Cooling Springfield Westover AFB, MA, US Indoor temperature(°F) 68 75 Elevation: 190 ft Design TD(°F) 73 12 Latitude: 42°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 47.9 24.1 Dry bulb(°F) -5 87 Infiltration: Daily range(°F) - 19 ( M ) Method Simplified Wet bulb(°F) - 71 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Heatin. Component Btu h/ft2 Btuh %of load Walls 3.0 9407 24.8 we�� iii.._n_�°° Glazing 34.3 10430 27.4 Doors 21.2 1778 4.7 Ceilings 1.6 5075 13.4 Floors 1.5 4614 12.1 Infiltration 14.3 5588 14.7 Ducts 1107 2.9 Piping 0 0 Humidification 0 0 Ventilation 0 0 Doors Adjustments 0 Total 37999 100.0 Coolin. Component Btu h/ft2 Btuh %of load Odle Walls 0.0 67 0.4 Glazing 18.9 5760 36.8 °em°�a°� Doors 7.0 585 3.7 Ceilings 1.0 3302 21.1 Gem Floors 0 0 0 Infiltration 2.3 898 5.7 Ducts 455 2.9 Ventilation 0 0 Internal gains 4570 29.2 Ducts Blower 0 0 Infiltration Adjustments 0 Total 15637 100.0 Ceilings Latent Cooling Load=2985 Btuh Overall U-value=0.044 Btuh/ftz--°F Data entries checked. Bold/italic values have been manually overridden *1- wriyhliso*!- Right-Suite®Universal 7.1.23 RSU10010 2013-Jul-16 15:53:57 C:\Users\Drew\Documents\Wrightsoft HVAC\Wright Japaridze.rup Calc=MJ8 Orientation=N Page 1 eq� C. a61 Entire House d 3160 37999 15637 1012 1012 Other equip loads 0 0 Equip. @ 0.92 RSM 14386 Latent cooling 2985 TOTALS I 3160 I 37999 17371 1012 I 1012 Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. w& weh - Right-Suite®Universal 7.1.23 RSU10010 2013-Jul-16 15:53:57 �ifX�•A C:\Users\Drew\Documents\Wrightsoft HVAC\Wright Japaridze.rup Calc=MJ8 Orientation=N Page 2 r( MI [: .\[[■ Load Short Form Job: Date: Jul 16,2013 I \ !� Entire House Bv: I V 1` 1 Powers Air Email:powersair @comcast.net 1 Project Information For: Wright Japaridze Design Information Htg Clg Infiltration Outside db (°F) -5 87 Method Simplified Inside db(°F) 68 75 Construction quality Tight Design TD(°F) 73 12 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/Ib) 48 24 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade Trade Model Cond GAMA ID Coil ARI ref no. Efficiency 95 AFUE Efficiency 15 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 1012 cfm Actual air flow 1012 cfm Air flow factor 0.027 'cfm/Btuh Air flow factor 0.065 cfm/Btuh Static pressure 0.01 in H2O Static pressure 0.01 in H2O Space thermostat Load sensible heat ratio 0.84 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) liv 270 4541 2095 121 136 kitchen 143 1886 2693 50 174 mud 48 853 693 23 45 bath 32 101 32 3 2 foyer 192 1951 435 52 28 Room6 143 2587 886 69 57 bed 1 156 2554 1458 68 94 bed 3 144 2247 968 60 63 bed 2 99 1164 451 31 29 1/2 bath 35 111 35 3 2 landing 216 2265 758 60 49 mbath 168 1382 299 37 19 master 528 5820 1935 155 125 cellar 986 10538 2898 281 188 Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. ),&k- _ wr'ightl uiv Right-Suite Universal 7.1.23 RSU10010 2013-Jul-16 15:53:57 C:\Users\Drew\Documents\Wrightsoft HVAC\Wright Japaridze.rup Calc=MJ8 Orientation=N Page 1 r( i Rs ■[[ DHW Report Job: j Date: Jul 16,2013 l _i A `( Powers House ers H By: Email:powersair @comcast.net Project Information For: Wright Japaridze Design Criteria Occupants Not occupied during the day Age Number Dishwasher 0-5 0 Clothes washer 6-13 2 Additional use (gpd) 0 14-59 2 Setpoint(°F) 120 60+ 0 Daily use (gpd) 61 Gas conventional (40 gal, 0.60 EF) Manufacturer Tank size (gal) 40 Trade name Energy factor 0.60 Model Input (MBtuh) 0.0 GAMA model ID 1st hour(gal) 60 Recovery eff. (%) 77 vi right.o,t. Right-Suite®Universal 7.1.23 RSU10010 2013-Jul-16 15:53:57 ALA Ink C:\Users\Drew\Documents\Wrightsoft HVAC\Wright Japaridze.rup Calc=MJ8 Orientation=N Page 1 2009 IECC Building UA Compliance Property Organization HERS Wright Builders Center for EcoTechnology Projected Rating Lot 5 Fords Crossing 414-923-8116 7/15/13 Northampton, MA 01060 Josy Raycroft Rater ID:8272678 Weather:Northampton, MA Builder Shelburn Farmhouse Wright Builders Inc. 12-219- Fords Crossing- Shelburne Farmhouse Beechwood- PLANS.blg Building Elements Type U-Value Area Window U:0.45, SHGC:0.55*** 0.450 9.0 Door R7 steel insul*** 0.126 16.0 Door R5 steel insul********** 0.168 12.0 Door R8 steel insul********** 0.108 20.0 Slab Floors On-Grade Perimeter R10edge,Rl5under n/a 0.037 77.3 Floors Over Garage Floor R39,CE1,12-2' 0.027 540.0 Basement Walls Wall Superior 0.032 2"rigd+R19 804.6 Wall Superior 0.032 2"rigd+R19 REM/Rate- Residential Energy Analysis and Rating Software v14.1 This information does not constitute any warranty of energy cost or savings. ©1985-2013 Architectural Energy Corporation, Boulder, Colorado. Page 2 of 2 2009 IECC Building UA Compliance Property Organization HERS Wright Builders Center for EcoTechnology Projected Rating Lot 5 Fords Crossing 414-923-8116 7/15/13 Northampton, MA 01060 Josy Raycroft Rater ID:8272678 Weather:Northampton, MA Builder Shelburn Farmhouse Wright Builders Inc. 12-219- Fords Crossing- Shelburne Farmhouse Beechwood- PLANS.bIg Elements Insulation Levels 2009 IECC As Designed Shell UA Check Ceilings: 44.5 26.7 Above-Grade Walls: 175.3 97.7 Windows and Doors: 150.2 93.7 Slab Floor: 6.3 2.8 Floors Over Garage: 17.8 14.5 Basement Walls: 64.7 31.7 Overall UA(Design must be equal or lower): 458.8 267.2 Window U-Factor Check(Section 402.5) Window U-Factor(Design must be equal or lower): 0.480 0.230 This home MEETS the overall thermal performance requirements and verifications of the International Energy Conservation Code based on a climate zone of 5A. (Section 402, International Energy Conservation Code, 2009 edition.) In fact, this home surpasses the requirements by 41.8%. Building Elements Type U-Value Area Ceilings Roof R60,CE16",4-24 0.016 904.0 Roof R60,CE16",4-24 0.016 380.0 Roof R40 attic hatch 0.024 6.0 Roof R41,LDF,12-16,C 0.028 192.0 Above-Grade Walls Wall R34 dbl,ldf+2"hdf*** 0.031 2663.8 Wall R34 dbl,ldf+2"hdf*** 0.031 180.0 Joist rim/amb 0.041 104.2 Joist band/amb 0.041 104.2 Joist rim/garage 0.041 22.6 Windows and Doors Window U:0.22, SHGC:0.23*** 0.220 72.0 Window U:0.26, SHGC:0.25*** 0.260 40.0 Window U:0.22, SHGC:0.23*** 0.220 50.6 Window U:0.22, SHGC:0.23*** 0.220 33.3 Window U:0.22, SHGC:0.23*** 0.220 140.3 Window U:0.22, SHGC:0.23*** 0.220 36.0 REM/Rate- Residential Energy Analysis and Rating Software v14.1 This information does not constitute any warranty of energy cost or savings. ©1985-2013 Architectural Energy Corporation, Boulder, Colorado. ENERGY STAR v3 .0 Home Verification Summary Property Organization HERS Wright Builders Center for EcoTechnology Projected Rating Lot 5 Fords Crossing 414-923-8116 7/15/13 Northampton, MA 01060 Josy Raycroft Rater ID:8272678 Weather:Northampton, MA Builder Shelburn Farmhouse Wright Builders Inc. 12-219- Fords Crossing- Shelburne Farmhouse Beechwood- PLANS.blg Projected Rating: Based on Plans - Field Confirmation Required. Building Information Rating Conditioned Area(sq ft) 3027 HERS Index 43 Conditioned Volume(cubic ft) 25711 HERS Index w/o PV 43 Insulated Shell Area(sq ft) 7941 HERS Index Target(SAF Adjusted) 67 Number of Bedrooms 4 HERS Index of Reference Design Home 68 Housing Type Single-family detached Size Adjustment Factor 0.98 Foundation Type Conditioned basement This home MEETS OR EXCEEDS the EPA's requirements for an ENERGY STAR Home.Al HERS Index w/o PV<= HERS Index of Reference Design Home AND HERS Index<= HERS Index Target to comply. ENERCr SAAR Building Shell Ceiling w/Attic R60,CE16",4-24 U=0.016 Window Type U:0.22, SHGC:0.23' Sealed Attic None Window U-Value: 0.220, SHGC: 0.230 Vaulted Ceiling R41,LDF,12-16,C U=0.028 Window/Wall Ratio 0.12 Above Grade Walls R34 dbl,ldf+2"hdf"'U=0.031 Infiltration Type Blower door test Found. Walls(Cond) Superior 2"rigd+R19 R=33.0 Infiltration Htg: 2.50 Clg: 2.50 ACH50 Found. Walls(Uncond) None Duct Leakage to Outside 30.00 CFM @ 25 Pascals Frame Floors R39,CE1,12-24 U=0.027 Total Duct Leakage 40.00 CFM @ 25 Pascals Slab Floors R10edge,Rl5under U=0.037 Mechanical Systems Heating Fuel-fired air distribution, 58.0 kBtuh, 96.7 AFUE. Cooling Air conditioner, 24.0 kBtuh, 14.5 SEER. Water Heating Instant water heater, Gas, 0.92 EF. Programmable Thermostat Heat=Yes; Cool=Yes Ventilation System Balanced: ERV, 83 cfm, 45.0 watts. Lights and Appliances Percent Interior Lighting 90.00 Clothes Dryer Fuel Electric Percent Garage Lighting 0.00 Clothes Dryer EF 2.67 Refrigerator(kWh/yr) 555.00 Clothes Washer LER 96.00 Dishwasher Energy Factor 0.68 Clothes Washer Capacity 3.81 Ceiling Fan (cfm/Watt): 70.40 Range/Oven Fuel Natural gas Note: Where feature level varies in home, the dominant value is shown. REM/Rate- Residential Energy Analysis and Rating Software v14.1 This information does not constitute any warranty of energy cost or savings. ©1985-2013 Architectural Energy Corporation, Boulder, Colorado. 2009 IECC Energy Cost Compliance Property Organization HERS Wright Builders Center for EcoTechnology Projected Rating Lot 5 Fords Crossing 414-923-8116 7/15/13 Northampton, MA 01060 Josy Raycroft Rater ID:8272678 Weather:Northampton, MA Builder Shelburn Farmhouse Wright Builders Inc. 12-219- Fords Crossing- Shelburne Farmhouse Beechwood- PLANS.blg Annual Energy Cost $/yr 2009 IECC As Designed Heating 1383 629 Cooling 180 170 Water Heating 354 245 SubTotal-Used to Determine Compliance 1917 1044 Lights£t Appliances 1049 1067 Photovoltaics -0 -0 Service Charge 0 0 Total 2966 2111 Mandatory Requirements Window U-Factor Check(Section 402.5) Window U-Factor(Design must be equal or lower) 0.480 0.230 Home Infiltration (Section 402.4.2) PASSES Duct Leakage(Section 403.2.2) PASSES This home MEETS the annual energy cost requirements of Section 405 of the 2009 International Energy Conservation Code based on a climate zone of 5A. In fact, this home surpasses the requirements by 45.5%. Name Josy Raycroft Signature Organization Center for EcoTechnology Date 16 July 2013 Mechanical Systems Heating Fuel-fired air distribution, 58.0 kBtuh, 96.7 AFUE. Cooling Air conditioner, 24.0 kBtuh, 14.5 SEER. Water Heating Instant water heater, Gas, 0.92 EF. Window-to-Floor Area Ratio: 0.13 Blower door test Htg: 2.50 Clg: 2.50 ACH50 In accordance with IECC, building inputs, such as setpoints, infiltration rates, and window shading may have been changed prior to calculating annual energy cost. Furthermore, the standard reference design HVAC system efficiencies are set equal to those in the design home as specified in the 2009 IECC. These standards are subject to change, and software updates should be obtained periodically to ensure the compliance calculations reflect current federal minimum standards. REM/Rate- Residential Energy Analysis and Rating Software v14.1 This information does not constitute any warranty of energy cost or savings. ©1985-2013 Architectural Energy Corporation, Boulder, Colorado. 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(c�northamptonma.gov Thank you for your cooperatio. o• these matters. Chuck Miller City of Northampton Assistant Commissioner and Zoning Enforcement 26. Dryer duct maximum equivalent length is 25' less 5' per 90°elbow or per manufacturer's specs.780 CMR M1502.4.4.1, no screwed connections. 27. Markup air is required for any exhaust hood of 400 CFM or more.780 CMR M1503.4 28. 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 and airtight doors. 2009 IECC 402.4.3 29. Fire and draft stopping shall be completed before rough inspection.Typical locations,top (ceiling) and bottom (floor) plates, soffits, and every 10' within enclosed cavities.780 CMR R302. 30. Ignition barriers in place before final. 780 CMR R316. 31. Dwelling/Garage fire separation.An attached garage (within 3' of main structure) is required to have%2" drywall on the garage side of the separation wall and if there is a finished space above the garage all walls must have 1/2" drywall and the ceiling 5/8" drywall. 780 CMR R302.6 32. 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. A signed copy of the Thermal Bypass Checklist. d. Energy information including mechanical equipment posted on the electric panel. e. Remodeling and Additions can be completed in accordance with IECC 2009 with Energy Star Windows and the Thermal Bypass Checklist. Duct blast testing when practicable. f. All band joist insulation must be enclosed within an air tight cavity,which you must create. 33. 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. 34. Unvented attic assemblies. Hot roofs are allowed, but have specific requirements 780 CMR R806.4. 35. 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. Lateral attachment is required for each deck per section 502.2.2.3. 36. Smoke and CO detectors as required. 780 CMR R314 and R315. a. Smokes in each bedroom,within 10' of a bedroom door,and at the bottom of a stair leading to a finished floor above. b. CO within 10'of bedroom doors, at each level, for every 1500 sqft, (plumbing code in the mechanical room) Except if there are no fossil burning fuels. c. Heat detector in attached garage, and other large unfinished unconditioned spaces. 37. Closets beneath stair which have doors must be drywalled with%". 780 CMR R302.7 38. If there is mechanical equipment or a combustible roof, 30 sqft of space, and 30" measured from top of ceiling joist to bottom of rafters an attic access of minimum RO of 22" x 30" is required to be located in an accessible place. It must be insulated,gasketed, and secured in place. Relevant items must be submitted to the building department for approvals before inspections and or Certificates of Occupancy can be issued. 13. All framing materials which are not code prescriptive must have stamped engineering. a. LVLs b. I-joist and or Floor Truss c. Roof truss 14. A braced wall plan identifying appropriate braced wall areas where required (R301.1) and braced wall method being used. 780 CMR 602.10. a. Garage corners and large corner window/door layout may require special solutions. b. All corners must be appropriately attached to the foundation. c. When using PFH (R602.10.3.3) or PFG (R602.10.3.4)the nailing requirement is 4" and 3" respectively using 8d common nails or galvanized box nails. NOT PNEUMATIC NAILS 15. When nailing sheathing make sure your pneumatic nailers' pressure is properly set. Nails set too deep perforate the sheathing weakening it and contribute to building damage in high wind events. 16. 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 17. 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 18. Windows over 72" above grade with the opening less than 24 above the finished floor shall meet the 4" sphere rule. Order restrictors. 780 CMR R612.2 19. 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%"from the top of the threshold and only in-swinging doors. 780 CMR R311.3 20. Stairs have critical standards, make sure you know the floor finishes when planning. Minimum tread 9", maximum riser 8%", 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. Rails must be continuous and returned to the wall if not to newel post.780 CMR R311.7. 21. 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. 22. 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, or holes in joist are a maximum 1/3 the depth not closer than 2" from the top or bottom or to any other hole. Notches are different. 23. Drilling or notching of more than 50%of the wall plate width of an exterior wall or load bearing partition requires a 16 GA 11/2"strap across the area and 6" beyond each side with 8- 10nd nails. 780 CMR R602.6.1 24. Dryer ducts must terminate outside of the building, have a backdraft damper, cannot include a screen, and require 3' clearance from windows. 780 CMR M1502.3 25. Dryer duct transition is limited to 8' of aluminum flex, must be exposed, and the proper UL listing.780 CMR M1502.4.3 City of Northampton _ /4?;-",-;-„,`"; SfG�;�. €.. Massachusetts �,� � ��k 4 + „ DEPARTMENT OF BUILDING INSPECTIONS 212 Main Street • Municipal Building 2e01. 0":#0/ MA 01060 ss� ,‘h INS PECTOR Wright Builders, Inc. June 30, 2013 48 Bates Street Northampton, MA 01060 Subject Location: 10 Ford Crossing Map Block: 31C-041 Mr. Buzzell, Your building permit application and plans dated 7-30-12 have been approved as drawn and per this memo. All work must meet all applicable codes whether noted or not included within this memo. Please follow up on the following items: These items will need to be accomplished as the project moves forward and before rough inspections; 1. Window at stair needs tempering. 2. HERS final ratings,duct blast results, and a signed Thermal Bypass Checklist. 3. A smoke/CO in the 2nd floor hall within 10' of the master bedroom door. 4. There are two ERV intakes; I assume the lower one is the exhaust. 5. Lateral attachment is required for each deck per section 502.2.2.3 (state is pushing these) As of August 4th 2011 the 8th 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 intended to be comprehensive, nor is it a substitute for purchasing and reading the MA codes. Read only international codes are available on line at http://publicecodes.cyberregs.com/icod/one must also consider the MA amendments to these codes which can be found at www.mass.gov/dps/bbrs The current relevant building codes are: 2009 IBC, 2009 IEBC, 2009 IMC, 2009 IRC, 2009 IECC,AA115, MA amendments. 1. Structures shall conform to 780 CMR 8th 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. Through wall form ties must be removed from both faces and patched with hydraulic cement.780 CMR R406.2 of amendments. 6. Foundation anchor bolts must be%2" and be embedded a minimum of 7" into the concrete. 10" bolts! 780 CMR R403.1.6 7. CMU foundations require 3/8" parging before damp proofing. 780 CMR R406.1 see exceptions. 8. Emergency escape is required out of every basement whether habitable or not.780 CMR R310.1 9. 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. When there is neither of these a structural ridge is required with a load path to the foundation. 10. Steel straps over the ridge or 1x4 minimum collar ties are required 4' OC in the upper 1/3rd 780 CMR R802.3.1 11. Ridge boards must be the full depth of the cut. 780 CMR R802.3. 12. A complete window and header schedule is required.780 CMR Table R502.5 for header sizing and number of jack studs required. VRIGHT BUILDERS,INC. 41294 • DATE INVOICE NO DESCRIPTION INVOICE AMOUNT DEDUCTION BALANCE 9-04-12 Driveway301-30612-301 41 . 67 . 00 I 41 . 67 9-04-12 Driveway301-30612-302 41 . 67 . 00 42 . 67 9-04-12 Driveway301-30612-303 41 . 67 . 00 41 . 67 9-04-12 Driveway301-30612-304 41 . 67 . 00 J 41 . 67 9-04-12 Driveway301-30612-305 41 . 67 . 00 41 . 67 9-04-12 Driveway301-30612-306 41 . 65 . 00 41 . 65 bR v e .,(24141-r- '-' -SP--- VW s -e- ■ • A 12-- �UJooD aorvtAv1o0 b�cve1Juktif , ' G 1-b 1 0 '-c u e-g W t i t b�rli b - bp-i� M o b�-I �' A� �4P v, 1i IQ *y A ' , 5s ! CHECK , 9-06-12 I CHECK 1 41294 1 -OTALS I 250. 00 . 00 250. 00 DATE I NUMBER i WRIGHT BUILDERS,INC. FLORENCE SAVINGS BANK 41294 48 BATES STREET FLORENCE.MA 01062 NORTHAMPTON,MA 01060 53-7168/2118 413-586-8287 Pay: **********************************Two hundred fifty dollars and no cents DATE CHECK NO. AMOUNT September 6, 2012 41294 $********250. 00 PAY NOT VAUD AFTER 90 AA S'; TO THE CITY OF NORTHAMPTON TWO SIGNA I it, REQUIRE Di N CHIC cs DYER$5000.00 ORDER ! OF AUTHORIZED SIGNATURE AR 11'0 , L29tie 1: 2LL8 ? 1.688i: 0L 25 005606t1' (SUBJECT TO ATTACHED CONDITIONS 1 & 2) Permit No. D04-13 Conditions: Driveway Permit In lieu of plan approved by the City Engineer I agree to the following added conditions: 1. I will contact the Department of Public Works and have an inspector check and approve the graded gravel base prior to paving to insure compliance with slope and location; 2. I further agree that if in the inspections, any of the permit conditions are not met that I will at no expense to the City remove and replace the driveway as directed by the City Engineer. By: • Petitioner Signature Name: Wright Builders,Inc. Address: 48 Bates Street Northampton,MA 01060 Note: The Public Works Department recommends that you provide a plan showing the proposed driveway with grades and location in the future to avoid possible expense which you will incur by not getting approval of actual plans in advance. For Commercial and Industrial applicants, a plan showing the proposed driveway with grades, location and Planning Board permits are required. Cc: Building Inspector .:1 Permit No. D04-13 CITY OF NORTHAMPTON, MA, (, - DRiVEWAY PERMIT U ' Date: 9/7/12 Check #: 41294 FEE: $250.00 THE BOARD OF PUBLIC WORKS Driveway mccct he staked and house& lot number posted • The undersigned respectfully petitions your honorable body for: A permit for a Common Driveway Permission to install a driveway at: Common driveway for 92, 98, 104 Olander Drive, and k i 4, 16 etriAtcrpsniing 1 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 beyavcd as soon as possible if the Wade of the proposed; t 1 Driveway exceeds 3% or more. Homeowners will be held_responsible for any cost to the City I' of Northampton in the event of a washout of this driveway. Code of Ordinances §350-8 8 '' providing standards for private, individual driveways as amcndcd by the Ci Council on October 15, 2009, must be followed. By: Wright Builders, Inc, • Telephone: 413-586-8287 .' ature: Proposed Location Inspection By: •(�� -ta 7 7�, i . -4,1-d01 61 r Gravel Base Grade Inspected By: Final Approval: THE BOARD OF PUBLIC WORKS voted that petition be granted. Edward S. Huntley, P.E. Director of Public Works Cc: Building Inspector I. 1 Cjaiu4 Co c Kap._ SEWER CONNECTION '. INSPECTION REPORT \ Northampton Sewer l kpartment 125 1.oeust St. Northampton, MA 01060 (413) 587-1570 ej , , Date: 5/25/12 1 Engineering has taken ties to set vice Signature T Type of Service: i Na v i X . Renewal [ Repair . Pipe: Size 1 1 Material . _ Location of Installation: 1 92, 98, 104 Olander Drive & 4, 10, 16 Ford Crossing (Street and Number) Permit Issued To: ' Wright Builders ;Contractor/Developer Installing Wright Buiklers 586-8287 Service Connection: 48 Bates Street, Northampton, MA Telephone No.: 586-8287 , 1 The service connection at this location was inspected by the undersigned on -- (Date) :at il and approved by: t (Time) Sewer Supervisor , 1 I have instructed i of 1 !that the installation can be backfilled. Measurements for all installation shall be listed on the back of this form. The information shall be attached to the permit on file at the Public Works Department office. 1\win2\admin\Pennits\SevsTer Entry\Pennits 2012 Sewer\S22-12 Olander & Village Hill Rd 6 units.doe • , 4. the City shall not be held liable for any open plumbing fixtures below street level. 5. The applicant and/or owner hereby agrees to pay to the City any sewer use assessments or charges as may be established under city ordinance. DATE: 5/25/12 SIGNED? L. ti 4 • or (Applicant) Wright Builders 48 Bates Street, Northampton (Address of Applicant) 413-586-8287 (Telephone No. of Applicant) . $ 500.00 1 inspection fee paid Check No. 40490 Application approved and permit issued: DATE: Z, 1 SIGNET): (Director of P i7.)1.1c WorT Code of Ordinances Section 22-41 through 22-52 available upon request. Tie-in to sanitary main $20O.00- 7 Tie-in to sanitary service at street line $500.00 X Tie- in to storm drain $100.00 11win2\admin\Perinits\Sewer Entry\l'ennits 2012 Sewer\S22-12 Mulder & Village Hill Rd 6 nnits.doc I/to Permit No. S22-12 CITY OF NORTHAMPTON, MA RESIDENTIAL OR COMMERCIAL BUILDING SEWER APPLICATION A Department of Public Works Trench Permit shall be required prior to any construction or connection activity associated with this application. To the City of NOR 1'I MASSACIIUSETTS: fhe undersigned, being the Owner's Agent Of the property (Owner, Owner's Agent) located at 92, 98, 104 Olander Drive & does hereby request a permit to install and 4,10, 16 Ford Crossing (Number) (Street) connect a building sewer to serve the Residences at said location. (Residence,Commercial Bldg., etc.) 1. The applicant and/or owner shall furnish upon request of the Superintendent the estimated quantity and characteristics of waste to be discharged to the public sewer. 2. "Owner" shall mean the person holding title to the property served or to be served by the building sewer. 3. The person or firm who will perform the proposed work is Wright Builders, Inc. ,of 48 Bates Street, Northampton, MA !, (Name) (Address) 4. Plans and specifications for the proposed building sewer are attached hereunto as Exhibit ,‘A„. In Consideration of the granting of this permit, the undersigned agrees: 1. To accept and abide by all provisions of the Code of Ordinances, City of Northampton, Massachusetts, Sections 22-41 through 22-52, and all other pertinent ordinances or regulations that may be adopted in the future. 2. 'To maintain the building sewer at no expense to the City. 3. To notify the Superintendent when the building sewer is ready for inspection and connection to the public sewer, but before any portion of the work is covered. 11win2\admin\Permits\Sewer Entry\Permits 2012 Sewer\S22-12 Olander & Village Hill Rd 6 units.doc 2c2 CO 3 — 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: 10 FORD CROSSING Inquiry Made By: WRIGHT BUILDERS LINDA 586-8287 X 116 Date of Inquiry: 7/12/13 Number of Type of Single Family X Type of Private X Units: 1 Unit(s): Apart. Comm Ownership: Condo Multi-family Rental (Annlicant to fill out the above) Municipal Water Main in Existing service to Front of Location? Yes: X No: site? Yes: X No Size of Water Main: 59, Material: Ductile Iron Age: 2010 Approximate Static Street Flow Test Conducted: Yes: No: X Pressure: 85 psi. If done attach results Size of Service Connection 1» Suggested Meter Size: 5/8" Comments: The Water Department cannot guarantee adequate water pressure during peak demand times at elevations above 320 feet. • A corresponding water entrance fee shall be paid prior to making any connection to the municipal water system. • Arrangements of such install. •: .hall be made with the Northampton Water Department with a minimum days noti • on. All work s .11 co' to 14, ampton Water Department specifications. David W. Sparks,Superintendent of Water Dept. Water Entry$200.00 Meter$100.00 Radio $/00.00 cc: Ned Huntley,Director cc: Louis Hasbrouck,Building Commissioner Note: If this availability is for a new construction,it must be hand delivered to the Building Inspector. \\smbl`:admin\Parmits\Water Application\Water Availability.clue Planning - Decision City of Northampton Hearing No.: PLN-2012-0022 Date. April 19. 2012 6.Draft Declaration of Open Space/Conservation Area restrictions. in approving the site plan,the Board determined that all the criteria in section 11 and criteria for the special permit originally adopted for the Planned Village, including design guidelines had been met. 1 The requested use protects adjoining premises against seriously detrimental uses. The new lots are part of the build-out of the state hospital and are consistent with those plans. 2 The requested use will not have an effect on convenience and safety of vehicular and pedestrian movement within the site and on adjacent streets,roads in the area.As part of the overall redevelopment of the state hospital. traffic mitigation will be made as previously required in the special permit for the village. 3. The requested use will have no effect on the relationship of structures and open spaces to the natural landscape, existing buildings and other community assets in the area. 4. The requested use will not have an impact on city resources. 5. The requested use meets any special regulations set forth in the Zoning Ordinance in section 350-11 COU-C Nr'DEROGATE BECAUSE "I ING DEADLINE MAUNG OATS HEARING CONTINUES CATE DECISION DR_E" Avc_A_.DATE 3/1/2012 3/15/2012 4/12/2012 4/26/2012 !REAERRA'S.N GATE HEARING DEADLINE DF-E HEARING CLOSE DATE ANA',SIGNING E4" APPEA:.DEADLINE 3/8/2012 5/3/2012 4/12/2012 4/26/2012 5/9/2012 ;PiRS-ADVERTSING; IE HEARING DATE VOTING DATE DECISION SATE 3/8/2012 3/22/2012 4/12/2012 4/19/2012 ISECOND ADVERTISING DATE HEARING TIME VOTING DEADLINE DECISION DEA`J_INE 3/15/2012 _ 7/11/2012 7/11/2012 MEMBERS PRESENT ... E Andrew Weir votes to Grant Debin Bruce votes to Grant Marilyn Richards votes to Grant Katharine G.Baker votes to Grant Stephen Gilson votes to Grant Jennifer Dieringer votes to Grant Mark Sullivan votes to Ineligible to Vote Francis Johnson votes to Grant (MOTION MADE BY SECONDED BY VOTE COUNT DECISION Debin Bruce Marilyn Richards 7-0 _ Approved with Conditions MINUTES C=MEETING- Available in the Office of Planning 8 Development. I, Carolyn Misch,as agent to the Planning Board, certify that this is a true and accurate decision made by the Planning Board and certify that a copy of this and all plans have been filed with the Board and the City Clerk on the date shown above. i certify that a copy of this decision has been mailed to the Owner and Applicant. ? Notice of Appeal An appeal from the decision of the Planning Board may be made by any person aggrieved pursuant to MGL Chapt.40A. Section 17 as amended within twenty(20)days after the date of the filing of the notice of the decision with the City Clerk. The date is listed above. Such appeal may be made to the Hampshire Superior Court with a certified copy of the appeal sent to the City Clerk of the City of Northampton. May 10. 2012 I, Wendy Mazza, City Clerk of the City of Northampton,hereby certify that the above Decision of the Northampton Planning Board was filed in the Office of the City Clerk on April 19, 2012 that twenty have elapsed since, such filing and that no appeal has been filed in this matter. f Attest' f'44 / City Clerk `' City of Northampton GeoTMSE 2012 Des Lauriers Municipal Solutions,inc. /V ATTEST: HAMPSHIRE,�" �` e'�ea` O. ,. REGISTER _ Planning - Decision City of Northampton 111'1 11-1 1111 1 Hearing No.: PLN-2012-0022 Date April ,. 2v z i� �'Al2 0AA10417 A�P_ICA-s�N—y'E S .I -DL E PB Major Site Plan 2/28/2012 Applicant's Name: Owner's Name: NAME NAME WRIGHT BUILDERS HOSPITAL HILL DEVELOPMENT LLC C/O MA DDRESS ADDRESS 48 Bates St 1350 Main St. Suite 1110 NORTHAMPTON MA 01060 SPRINGFIELD MA ! 01103 R-+ONE N^ °T T I N:. RAY.NC. (413)586-8287(116) i (413)587-9276 1 ADDRESS Er,,Ai ADDREss Site information: Surveyor's Name: STREET NO )SITE ZONING :WEAN, NAME PRINCE ST PV(69)/RR(35)/FFR(35)1WP(24)/SG b(1)/SG a 0NN ACTION TAKEN ADDRESS NORTHAMTPON MA 01060 Approved With Conditions MA's .O K R,+, S_ ioN 0=R"LAV, 31C 017 001 Chpt. 350- 11:Site Plan Approval N !STATE ZIE Boor. 'Rage .. . 6925 302 P-+^ENE N =Ay EMAI. ADDRESS NATURE OF PROPOSED WORK Construction of six single family homes.Site located at Ford Crossing&Olander. -4ARDS^IP CDND:-iON OE AP"R^.VAl_ 1) 1. The 8'wide bike/ped walk from Ford Crossing to Moser Street shall be constructed prior to the issuance of the 5th building permit for the site. Or escrow in the amount of the cost for construction be posted in form suitable to Office of Planning and Development. 2.Prior to completion of the 6 house lots a Conservation Restriction shall be recorded for Beech Tree Park as defined by MGL 184-31(and further specified in the submission by MassDevelopment with this project.) 3.Prior to issuance of a building permit for any lot,a public access sign should be posted at the sidewalk entrance south of the site at the Olander Sidewalk and at Ford Crossing to indicate entrance to the proposed park. 4.All sidewalk and trail links abutting this property shall have a public access easement recorded and held by the city on terms acceptable by the city. The easement shall be recorded prior to issuance of the 5th building permit. 5. Sidewalks and bike/ped connections shall be of cement concrete. N INGS The Planning Board approved the site plan for the six new single family homes based on the following plans and items submitted. Completion of conditions 1 and 2 herein shall constitute compliance with any site plan requirements for the Beech Tree Park as specified under the Planned Village Special Permit condition#27 amended in 2009(for construction/build-out of lots). 1."Beechwood at Village Hill" Dated February 24, 2012, Revisions April 11, 2012 by The Berkshire Design Group,Inc, Sheets L1, L2, L3, L4,L5. 2. Village Hill Beechwood Exterior Elevations,by Wright Builders,Dated 2127/2012, Sheets Montague Farmhouse Parkside A3 &A4. Sheets Artisan Cottage Parkside A3&A4. 3. Nyoplast Drain Detail 8 L5, Sanitary Cleanout Detail 9 L5. Dated 4/5/2012. 4. Lighting Detail 5. "Beech Tree Park",Prepared by Beals and Thomas,Inc. for MassDevelopment, Dated 4/412012. GeoTMS®2012 Des Lauriers Municipal Solutions,Inc. d• 7-- -. s~ p_ _ (Situ Y'ri I lianiptmi . ��`�� r _CIS!""rt ,•• ` / ,c .., 3.= x,°rj 1 41.3, tsasctts o ; "rte ,..... 4-0,,, 0E?��i:d?VT OF B ILDLW INSPEC.TICNS ",*X. —.N._=a.,._.: : INcT-IcC i OR 212 Main Street ' Municipal Building Northampton, Mass. 01060 -- . Scuare Fcctage c_rcunt -Ea.secerzt @ ,- o 7S `73 1st __ccr @ ,50 c,?Li Lib a 2nd Ficor @ -30 l / .9 ( C1a F.30 1/2 =lcors, Attic, Garage,a.0 _ t „r to Deck, Porches ,c?.,0 � J .` 0 tl • /aL/ L/e3 • c tz: ... /0 i% ' 25:.. -r- ), :-.7neci:Mtir t -5-)1(--- /LI? 1 . r • 1 . i I , a SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: [ f ' - r 1 ! 04 ( ' • ( " ott---Av vek gy far-,0 License Number YS 8ftftC Sr) N P --I-I P 014 A 3 io 1 0 Address / Expiration Date PS&t.‘4° Prbell(at) t. 4iDIC 7 Signature Telephone 9.Registered Home ImprovemInt Contractor: Not Applicable ❑ 0 Pi -r gin vbe4 /(44) & b U 10 1 c3 L Company Name Registration Number Yr AA r . , " rya- e to 0 I never 4/ /p.,i Address Expiration Date gti� / (-girl — �� (�,, 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 buildi permit. Signed Affidavit Attached Yes No ❑ 11. - Home Owner Exemption 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 SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House It. Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors 0 Accessory Bldg. ❑ Demolition ❑ New Signs [D] Decks [E] Siding[D] Other[D] Brief Description of Proposed p r EW Cyr; w/ rt pre/I- �I Work: 'V �C• t'� T1 Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet 6a. If New house and or addition to existing housing, complete the following: a. Use of building : One Family X Two Family Other b. Number of rooms in each family unit: 17 Number of Bathrooms c c. Is there a garage attached? ��i� � w A- "1-ev D� ,Q�j d. Proposed Square footage of new construction. 'S 1 /1'C. 5 t'E 1 mensions � I L,'`r S e. Number of stories? c,�"' f. Method of heating? —k r ' Fireplaces or Woodstoves Number of each �■ g. Energy Conservation Compliance. 1 Masscheck Energy Compliance form attached? h. Type of construction e i. Is construction within 100 ft. of wetlands? Yes x No. Is construction within 100 yr. floodplain Yes )eallo j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? >—Yes No . I. Septic Tank City Sewer X Private well City water Supply )(' fs'v -.kerb, '1i1 SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN C M tr AN PW-A4 lk OWNERS AG',W r �)ENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT r ,� I, (4' j.( 64114 ) M A.//-- v� O tit/O/C-- ,as Owner of the subject property ,/(�,^ ��,�/� ' hereby authorize r` v eNt‘f to act on my behalf, in all matters relative to work authorized by this bui ing permit application. ..* .„----.----4-- *' -'4--'1----C..."Ge 4 Signature of Owner` Date t A' , as Owner •uthorized •gent ereby declare that the statements and information on the foregoing application are true and accurate,to the best o my nowledge - a belief. Signed under the pains and penalties of perjury. g o Gam-- (5v Zit Print Name k D' 9/' 9/ IS Signature of Owner/Agent �� Date 5‘L't. R-,rrA-40'►A-vv ASP f-T ves, fe � �Siod Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be fil-- n by Building Depa • nt Lot Size Frontage Setbacks Front Side L: R: L. R: Rear Building Height Bldg. Square Footage Open Space Footage (Lot area minus bldg&pa parking) #of Parkin: paces F' volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/o the site? NO 0 DON'T KNOW 0 YES (COPS G'� o s71) IF YES, date issued: ‘51 0 Alt-Ae4teD) IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DON'T KNOW 0 YES IF YES: enter Book 1 0 10 C Page 3-9 ( and/or Document# h Cf1 B. Does the site contain a brook, body of water or wetlands? NO DONT KNOW Q YES Q IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained , Date Issued: C. Do any signs exist on the property? YES . NO Q IF YES, describe size, type and location: "t'tu Y T�,V dg 51�(r'j t / I 'r1 r '5 Ai' CO/VM M O b- ec D. Are there any proposed changes to or additions of signs intended for the property? YES (3 NO IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,ex vation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES Q NO IF YES,then a Northampton Storm Water Managemen Permit from the DPW is required. f t . Department use only '-�-gl�L\7f. r it of Northampton Status of Permit: .r+_ Jir��) --. l Y p uilding Department Curb CtttlDriveway Permit. 212 Main Street Sewer/ eptic Availability. I' 7111111 Room 100 Water/A/ell Availability. N('rthampton, MA 01060 Two Sets of Structural Plans '' u� .�j- 41 -587-1240 Fax 413-587-1272 Plot/Site Plans f- ry sire' Other Specify APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING f SECTION 1 -SITE INFORMATION `- ' ; ) �' "" b I V' 1 �' " t/C-- This section to be completed by office 1.1 Property Address: 4i n k A n Og p 'A, 4- Map Lot Unit A r 0 ; e r-,,'1 IM_ Zone Overlay District '`r p--1-1•1-A./v•M`,4. 1"3 l C.,/ ✓'+-r 1f/ Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: W('i�h i-( / Ut LD /ANA L Q tN t t- (14f IgAter St, N 0Pr)t AdtAr ro N Name(Print) Current Mailing Address: tl 6 r r p.) ^ - Telephone gnatu e 2.2 Authorized Agent: Wits' j$1"per p° ' tvzz,€1.( _ (fS .B rr.� l fr'0 Name(Print) Current Mailing Address: s-g1,- gra--8"9 er0 61-,4_, eu. ver -.Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building $ ,.6 ( f 0 (0/ • --. (a)Building Permit Fee 2. Electrical k 13 11-1. (b)Estimated Total Cost of J / Construction from(6) 3. Plumbing t i?.1 (9(05.,. Building Permit Fee 4. Mechanical(HVAC) # j9i (1°).• 5. Fire Protection - Check Number 4'35 01, ..11-/.5--- 6. Total=(1 +2+3+4+5) 30 �, a9. /� This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner/Inspector of Buildings Date k File#BP-2014-0034 APPLICANT/CONTACT PERSON WRIGHT BUILDERS ADDRESS/PHONE 48 Bates St NORTHAMPTON (413)586-8287(116) MPG PROPERTY LOCATION 10 FORD CROSSING-LOT 5 MAP 31c PARCEL 041 ZONE - 1 (>< ()CAN THIS SECTION FOR OFFICIAL USE ONLY: cd o G TIo l JS PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ( ZONING FORM FILLED OUT Fee Paid Fee Paid Permit Filled out —‘51/49-- Fee Paid `T (Typeof Construction: CONSTRUCT 2 STORY SFH W/ATT GARAGE/PORCH New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 84280 3 sets of Plans I Plot Plan THE FO WING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO ATION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management 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. 10 FORD CROSSING-LOT 5 BP-2014-0034 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 31c-041 CITY OF NORTHAMPTON Lot: - 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-2014-0034 Project# JS-2014-000101 Est.Cost: $305089.00 Fee: $1245.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: WRIGHT BUILDERS 84280 Lot Size(sq. ft.): 8209.00 Owner: WRIGHT BUILDERS Zoning: Applicant: WRIGHT BUILDERS AT: 10 FORD CROSSING - LOT 5 Applicant Address: Phone: Insurance: 48 Bates St (413) 586-8287 (116) Liability NORTHAMPTONMA01060 ISSUED ON:7/30/2013 0:00:00 TO PERFORM THE FOLLOWING WORK:CONSTRUCT 2 STORY SFH W/ATT GARAGE/PORCH 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 7/30/2013 0:00:00 $1245.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner