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HomeMy WebLinkAboutBuilding Permit #1192-2016 - 140 ACADEMY ROAD 5/16/2016 I �y �a BUILDING PERMIT �? «. TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: Date Received .� .:.�.�+ +' Top Date Issued: �9Sc►+us t I . PORTANT:Applicant must complete all items on this page LOCATION OD 006emqQMD� A omS PROPERTY OWNERPJ_adan6t f®1 QD Print MAP NO: PARCEL:ZONING DISTRICT: Historic District s no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building X One family ❑Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other _ ❑ Septic ❑Well ❑ Floodplain ❑Wetlands ❑ Watershed District ❑Water/Sewer lot Identification Please Type or Print Clearly) OWNER: Name: ���I���d \w, em,,_n Phone: Address: CONTRACTOR Name: n Phone: Address: A +j Supervisor's Construction License: Q29�3� Exp. Date: Home Improvement License: 2 Y -7 Exp. Date: I y ARCH ITEC /ENGINEER a Phone: � .O l Address: Reg. No. baa FEE SCHEDULE:BULq�NG PERMIT.•$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ (r' �2�5 � a 06 FEE: $ 3�a� 0p Check No.: AA Receipt No.: 2/) v-`7 77 NOTE: Persons contrac ing w nregistered contractors do not have access to the guaranty fund ignature of Agent/Owne Signature of contractor y� / v G F. 01 BUILDING PERMIT No oT TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit No#: Date Received 3Rq�R,TEo Op"`cy 9SSACH►1`'�C Date Issued: IMPORTANT:Applicant must complete all items on this page LOCATION Print PROPERTY OWNER Print 100 Year Structure yes no MAP PARCEL: ZONING DISTRICT: Historic District yes no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ElSeptic 0 Well El Floodplain 11Wetlands ❑ Waters hed District ❑Water/Sewer W _ DESCRIPTION OF WORK TO BE PERFORMED: Identification- Please Type or Print Clearly OWNER: Name: Phone- j Address: Contractor Name:. Phone: Email: Address: Supervisor's Construction License: Exp. Date: Home Improvement License: Exp. Date:.. ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE:BULDING PERMIT.•$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ FEE: $ Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Location —1 EE t No. l — C)1 c. Date • - TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $ 307 - Foundation 307 - Foundation Permit Fee $ Other Permit Fee $ _ TOTAL $ Check 44 Ll (,P if �'; 7 Building Inspector x Plans Submitted ❑ 4 Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ E Private(septic tank,etc. ❑ Permanent Dwnpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT Reviewed On Signature" V COMMENTS I (CONSERVATION Reviewed on i natur COMMENTS V I i HEALTH Reviewed on Signature i COMMENTS Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Wafter& Sewer Connection/Signature& Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEP,4R�TMENT Temp ®®p ter on sites 4 Located'at�1r24 ManiESlreet . Fire Dep,ar`tmentis gore (C®M MTS ^ � '� i Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. i Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— (For department use) II ti ❑ Notified for pickup Call Email Date Time Contact Name Doc.Bi ldin;Permit Revised 2014 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. I Roofing, Siding, Interior Rehabilitation Permits Building Permit Application Workers Comp Affidavit Photo Copy Of H.I.C. And/Or C.S.L. Licenses Copy of Contract Floor Plan Or Proposed Interior Work j Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks 4 Building Permit Application 4 Certified Surveyed Plot Plan Workers Comp Affidavit Photo Copy of H.I.C. And C.S.L. Licenses Copy Of Contract :ra Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) Mass check Energy Compliance Report (If Applicable) :aP Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) � Building Permit Application 4 Certified Proposed Plot Plan 4. Photo of H.I.C. And C.S.L. Licenses * Workers Comp Affidavit Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) �. Copy of Contract 2012 IECC Energy code Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals ttiat the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application I Doc:Building Permit Rcviscd 2014 Enter construction cost for fee cal- North Andover Fee Calculation Construction Cost $ 259208.00 m $ - $ 302.50 Plumbing Fee $ 37.81 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 37.81 Total fees collected $ 478.12 140 ACADEMY ROAD 1192-2016 ON 5/16/16 REPLACE CONSERVATORY NORTH own of _ - .y: 0 No Iaa6� _ Z h ver, Mass CL o , U BOARD OF HEALTH PERMIT T LD Food/Kitchen Septic System THIS CERTIFIES THAT , ,,,,,,, BUILDING INSPECTOR ............. . ..... .. .... ... .....�' ............ ................... . . ... . . .. . • Foundation has permission to erect.......................... buildings on .... C 1�►�/�� h Roug to be occupied as ... 1M�/`r!�. ... ... `�••• •••••• •• Chimney provided that the person accepting this permit shall in every respect conform to the terms of the applicatiorT Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR Rough VIOLATION of the Zoning or Building Regulations Voids this Permit. Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL NSPECTOR UNLESS CONSTRUCTION STARTS Rough Service ..: ............................ Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Fina' No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. ir Sunroom Purchase Orden �" Marvic,Inc,dba Bn:uy-Built ,Repl 160 Southbridge Street Rept Bra 4-Built Aubum,Massachusetts 01501 Phone 877-772-7239 SIT 50/50 500 T) i Q/0/�B� Fax 5088--798-3034 Lis Bill To:A;'f 7lrtxp vr- 4r 'Pw e R/1 Ship To: V E-Mail Address:416f 1 eOma'/ Cell Phone Phoie: �//7_ "—� Alternate Phone: Model : Curved Eave^ Straight Eave, Garden !�Gable ` Conservatory Y Hip _ Hybrid � l r Room Configuration: Gables � � Bays � Dimensions: � X Exterior Color: Bronze_ White✓ 5andstone_ Interior Wood Finish: Natural_ Stain_ Paint Sliding Doors: # Type Sliding Windows: # Type Hinged Doors: # Type Awning Windows: # Type Exhaust Fans: # Then nostat_ Humistat` Casement Windows: # Type Notes Comments,or Special Considerations: F'e Order Total(See Pricing Worksheet) Payment Terms For details of payment terms&conditions, See article 7 on reverse side of this document{ Initial Deposit Ree'd On Production Deposit Ree'd On Completion Payment—Part 1 Completion Payment—Partes O2 " tbVOL- Final Payment $ t Please sign below to indicate that you have read and understand these terms,the terms on the reverse side of this Agreement,the contents of the Pricing Worksheet,and that you have received a copy of these documents for your records. urchaser Date Brady-Built Sunrooms ate COPIES DISTRI13UTION: White: Order Fife Yellovir Purchaser REV NOV-2013 i I Q f ii t I � I .. Ir I} � n .c f y_ ,r I i � G ...r.1�IY.J:.y � P�l izlkl;�a h`POW id twitgft- - E�3Z3'�utY•_.1�+iLL�51�i.,r'e,d `:,'r`x _ . fl bj ' 1 I w� i i JL ---- } I l� I f III` 4 f ) i.' fl I� I ;y Q � I i NORTH ANDOVER OLDE CENTER HISTORIC DISTRICT COMMISSION Certificate of Appropriateness This Certificate of Appropriateness is issued this Forth day.;:of February 2016 to Brad & Wendy Wakeman for 140 Academy Road in accordance with Chapter 40C of the General Laws of the Commonwealth of Massachusetts as amended and the by-laws of the North Andover Olde Center Historic District Commission. This will allow for the replacement of the conservatory with the drawings and narrative approved at this meeting. George H. Schruender, Jr. Chairman Kathleen Szyska- _h Davi4 Mermelstein Martha Larson Lesli F ` r Harry znoi n Rpger Lawson M,." Shepard S jars'7 Michael D. Lenihan 508-523-2857 PH Steven R Martin GENERAL CONTRACTOR 16 CONGRESS STREET SALISBURY MA 01952 Gerald Brown Inspector of Buildings N Andover April 26, 2016 Re: The proposed replacement of an 84 sq. ft. conservatory at the Nathaniel Stevens House at 140 Academy Road. Mr. Brown, ►NpD T-ffi Mawmat-a*acn The existing (aged) conservatory shall be replaced with a new prefabricated structure, built by Brady- Built Sunrooms of Auburn Ma. The new-replacement structure shall be of the same size and basic design as the historic structure and will utilize the existing foundation. Brady Built Co. will deliver the new work as a fully assembled unit and set in position on the foundation. I am acting as the Agent of the home owner & resident, Bradford B. Wakeman. I will be onsite to oversee the delivery and installation. Beforehand, I intend to disassemble the existing aged structure, and make any needed preparations to the existing foundation. Steven R Martin vN'GI view /ftl���� �Gr�,✓ � d� Ma. Licensed Construction Supervisor #029634 Ma. Registered Home Improvement Contractor #124347 i MARTI-2 OP ID:AC A1�R0.. CERTIFICATE OF LIABILITY INSURANCE DATE05109/20116] 05/09/2o1s THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. 11 SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Chase&Lunt LLC NAME: Select Business Unit 65 Parker Street PHONIN E Exe.97&462.4434 No);978-465-6204 Newburyport,MA 01950 E-MAIL Select 9Business Unit ADDRESS: INSURER AFFORDING COVERAGE NAIC• INSURER A:Merchants Insurance Group INSURED Steven R.Martin INSURER B: 16 Congress Street Salisbury,MA 01952 INSURER C: INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPEOFINSURANCE POLICY EFF POLICY IXP LT POLICY NUMBER MWDD/YYY MMA DWYMY" LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 A X COMMERCIAL GENERAL LIABILITY TBA 05/D6/2016 05/06/2017 PREMISES IEa occurrence $ 500,00 CLAIMS-MADE 1-1 OCCUR MED EXP(Any one person) $ 15,00 X Business Owners PERSONAL&ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,00 X POLICY PRO- LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO BODILY INJURY(Per person) $ ALL OS AUTOSS HE LEO BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS PER ACCIDENT $ $ UMBRELLA LIAR OCCUR - EACH OCCURRENCE $ IXCESS UAB CLAIMS-MADE AGGREGATE $ DED I RETENTION$ $ WORKERS COMPENSATION WCSTATU- OTH- AND EMPLOYERS'LIABILITY Y/N O MIT R PNYOFFICER/MBER EXCLUDED? N/A PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ EM ❑ (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If y describe under 1) SCRIPTION OF OPERATIONS below _E L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attaeh ACORD 101,Addhional Remark.Sohedele,N more.paee Ie required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of North Andover ACCORDANCE WITH THE POLICY PROVISIONS. Building Department 1600 Osgood Street AUTHORIZED REPRESENTATIVE North Andover,MA iED,»,.ci (y '4� (/ ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD i From: Steven R Martin smart.r@comcast.net Q Subject: license Date: April 25,2016 at 5:48 AM To: Steven R Martin> smart.r@comcast.net Of in Of ConsumtrA€'fairs& Business Regulation t" �L�ME IMPROVEMENT CONTRACTOR ! egistration: 124347 Type: expiration: 6/11/2017 Individual STEVEN R. MARTIN STEVEN MARTIN 16 CONGRESS ST. SALISBURY, MA 01952 I�ttcicesrcrGt�rr� i Massachusetts Department of Public Safety Board of Building. Regulations and Standards License: +CS-029634 Construction Supervr,sir STEVEN R MARTIN 16 CONGRESS ST. ` SALISBURY MA 01952 i rs" i _ i m — Expirations orter 0110992018 I Drawing 12-12-15 Revision 1 2-29-16 Revision 4 1 of 14 1-9-16 Revision 2 -' M H z X M M ti O ~ 0 a A � D m Q r0 � 0 O Q C+ `j r0 Up ' Q ! v: 0 0 e Q se' 0 X Ln 0 . LA j `O o I, '. - \ 3 � w •(0 s n M w• A V l r0 c- C+ JS T\ '/T VI 160 Southbridge St. ► Drawn; JDG Bradford & Wendy Auburn, MA 01501 Date: 12-12-15 Wakeman Tel: 508-798-2600 i 140 Academy Rd Fax: 508-798-3034 Brc� V-BLUR Scale: 3/8'=1'-0' N Andover, MA 01845 www.sunroomsbybrady.com g NJ GAJ G°3 0 0 Gv1 4 Iso Drawing 12-12-15 Revision 1 2-29-16 Revision 4 2 Of 14 1-9-16 Revision 2 C.) ti LA M 0 0 X 3 M (n h Z D n M < ro M --- Q ya•" ILn LA rn .� 2 �D m 1� 3 s '.f7 7 \ ff g ��- •p' �. Zfl 70 70 ' s O /70 rp :5 Q � �• 3 ©00 0 U 0 ro Q 0 0 Q Q 0 kA 160 Southbridge St. ► Drawn: JDG Bradford & Wendy Auburn, MA 01501 Wakeman Teti 508-798-2600 , Date: 12-12-15 140 Academy Rd Fax; 508-798-3034 BraFV-Built Scale: 3/8'=1'-0' N Andover, MA 01845 www,sunroomsbybrady.com Iso (2) 12-3-15 Preliminary Drawing Drawing 3 of 14 12-12-15 Revision 1 0 N � N rrl N O N Q Q i ci 3. C+ C+ D A Q N d + n 'T S Ul N Q Q° Q O O X N3 N C+ in l\7 Q C+ m Ln E O O Q a 8'-9" m 1'-9 1/4' '-11 3/4' J M 3/4" ° '-1 3/4' 3 N4 (n oC!1 I CO ON ° n11 cn �- ° : ° L; 000'0£ OD ° x ° M ° a r5 < " 8" Q c+ o 9'-11 3/4' M h M g C� 1' + h m ` 1 -10 1/2" X td '' o z fp 03 O P 3 < ° 7 Q 3 r0 160 Southbridge St. ► Drawn, JDG Bradford & Wendy Auburn, MA 01501 Wakeman Tel; 508-798-2600 Date; 12-3-15 140 Academy Rd Fax: 508-798-3034 Bra" V-Built Scale: 3/8'=1'-0' N Andover, MA 01845 www,sunroomsbybrady,com 4 a Q 0 4 Beam Lr) It 00 Exterior Suiroom Cornice/ Drip Cap 13'-8 1/4' o 12'-11 1/4' Exterior Su,room Weather Cap 1-27 1/4 � 27 1/4�(� 27 1/4- (x-27 1/4 �27 1/4� °3 0 i II II II I ��� > (FG) - Fixed Insulated Glass O C$ d O 4mm Bronze/inn LowE Tempered (4- E U Z N Q (CW) = Casement Window C5 Y (FG) (FG) (FG) (FG) (FG) P¢lla Architect Series w/ ILT grillesd O Q Wood Interior/ Wood Exterior L 3.moi Z Painted per Approved Samples Screen Included O '� al / / / \ (I \ c''I v . U7 0 0 .�. / 1/ \ \ +' 'A 9 o M � v � 3 0� � C 0 I C CV CWE CV �J (C (\1I0 Cs d U LO () LL. EllI CallU L-:5 NCU N \ ON N 4 3/8 \ O PT l Plate G L 13'-3 1/4" Exterior Concrete v E C C O £ NConcrete Floor Level Exterior Plywood U > .3'-8' a MCD d C:)o i 01��D j N O)In N(') T M i o Ico Ul Cd N OD Q Q oN� Q O S ^ I O I �)~ Elevation at Front Wall (South) o C�� C d o as viewed from exterior V) 3 in L CUSTOMER SIGNATURE DATE CD 4 X 3 Q I �p 3 N d 3 iQF L, 3 (ED) = Entry Door, Hinged Outswing Pella Architect Series w/ ILT grilles Wood Interior/ Wood Exterior Brushed Nickel Hardware In Painted per Approved Samples /_9. It 00 (CW)= Casement Window Exterior Sunroom Pella Architect Series w/ ILT grilles Cornice/ Drip Cap Wood Interior/ Wood Exterior p� CD Painted per Approved Samples 3 Q Screen Included /_5• 2:(FS) = Fixed Sash Exterior Sunroom E Pella Architect Series w/ ILT grilles Weather Cap N L i Wood Interior/ Wood Exterior L L > Painted per Approved Samples (p 6 C,0 (S Y i PCI z FS FS if I a 0 u7 CFS LDI� CO OJ 0 0 E d tA> > / - d +' 0 -0 a, UL of O�M //r' (C CCW o CW \ L- " I/ O t-E i� U 5 \ 23 3 ( D G 1st Floor Level L 9 a . L a i PT Sill Pat ° Existing Concrete o ° ev a n° °, Kneewall d / IEOJ � �e �;cisting'foncretO Floorq +.; � LO T-6 1/4" 0Co 0 4 .� CD of o�0 D Exterior Concrete O)Lr) M >' IC, CLJ ru JOE—xrJterioor Plywood L E 4 Q O S I O Westeva io East Elevation o o 3(� V) L L0 Lf) In C5 O L CUSTOMER SIGNATURE DATE C, 4 X 3 Ain 3 W C5 3 .� QHL� 3 In `t 00 CD of � 3 �a E i a, > I I I (- EU-5 I d L C:) I I I Pq z I I ps Ur I (FG) (FG) (FG) (FG) (FG) I o I I in Lino I I I I I l7 Cl) LO I OD j 7 1/4 27 1/4 7 1/4 27 1/4 7 1/4 I I o, d -1 0 o - --------------1/4--- ------------ L d U o -- Lt A A J� 12'-11 ' Exterior Sunroom weather Cap I L-:5_ __ , Exterior Sunroom Cornice/ Drip Cap13 -7 1/4 ----------------- .NQ (FG) = Fixed Insulated Glass m 4mm Bronze/3mm LorE Tempered w E ' L s Ga L C a L E c O E U d 51 L a. +; 75 V C5 CD(Y) L cu I i p I 00 Ln 4 Q CN O S 7: r I O O) I OD L CD 0 C o Plan View at Roof v°) L In`r' L CUSTOMER SIGNATURE DATE p 4 -:- X 3 �l�O ,D 3 N C5 3 �QHL� 3 12-3-15 Preliminary Drawing 2-9-16 Revision 3 Drawing 7 of 14 1-9-16 Revision 2 3 A H zZ 3.A r 26 5/ 6 5/8 NC� v '-9 5/8' m i N v F. N N r J I . W \ N a N j J 'D \ Q � N � � V P ct M t'5/ 26 5/8 160 Southbridge St, ► Drawni JDG Bradford & Wendy Auburn, MA 01501 Wakeman Teti 508-798-2600 Datei 12-3-15 140 Academy Rd Fax, 508-798-3034 Bra Vu-Built Scale: 3/8'=1'-0' N Andover, MA 01845 www,sunroomsbybrady,com 4 a Qr 4 Sill i i i SYP Glulam Post U') Pella Venting Sash i d i Fold Away Crank Operator o 6' N Q'Q Pella Subsill i SYP Glulam Sill fastened to slit plate 3 �� i using 1/4'x3-1/4' LedgerLock screw or 06 E Aluminum Weather Cap °OD equal 2 28' OC, counter-bore and cap p) i i with flat wood plug as shown -0 Oi OD i0 0 > Aluminum Drip Cap Flashing .�, 4 E U Z by Brady Built, exact size F -0 N Q C to be verified 0-Y o Q 0 Zrru i cDt 35 7 3/ M a All work shown below red M line existing or by others cu a, Cu B' 2 1/8' Q M, I00 ro 4 4 3/4'. SYP Tr provided by Brady Built '- -' > O o d PT Slit ate, an hored to concrete ]30: p� Wusing 1/ 'x5' ga wedge anchor counter sunk 8 36' OC and within 12' dl01 of corn rsA V1 ID 2 3/8' 6' L/ b �D � d Exsting Concret Kneewall '5 g CON N N 4 c O 8 3/13 Exsting Concrete Floor O Foam Insulation + Exterior Siding by others. Total 4 �� thickness to be verified d ' G 9 1A Ca Nrl cu L � 4 4 E D. CS d d 4. d 4 O 4 ¢ 4 4 4 d }; 4 o� 0 4 4 C:> M 4 n LO N 1 4 m i p 1 00 In L 00 4 Q 0"N 0 S f r 1 0 F0 Nr I' 1 0O i 0 foo C N U') C5 o Detailed Elevation at Sill �U-)' In L CUSTOMER SIGNATURE DATE o 4_:_ X 3 Fl tb �p 3 N 0 3 Lead Flashing by others >1 00 d' Aluminum Counter Flashing 7 p by Brady Built OU 7j5 N 3 of o Silicone Seal E v L -0 > O d O O U Dual Pane Tempered Insulated v 0 N Q Glass, Bronze/Low-E Nci d 0 Q L PU3 'Z Extruded PVC Weep Channel Ke f Cut & Seal by others N SYP Glulam Rafter , d: �p S. 1 Existing Wnll Frame L7 00 A I CO Existing Exterior Siding :P:4 NS P Glulam Ledger fastened to wall d Uu Ing J'x5' Ledgerlock screw or �l (/1 P 2 3/4 equal @ 32' OC min, Counter-bore a d cap w/ wood button as shown JJ Q •= O S P Glulam Vertical Post G9 N C E O 0 An U Pella Architect ILT Fixed Window (nCS O rn rn i �n 0) 0W04 OD -PI OD in i L 00 E 4Q(T, O S ^ I O {� 0 o I 3'4- il Connection & Flashing Detaat Roof , L ID n in d OCUSTOMER SIGNATURE DATE (Elevation) 0 4 X 3 A ON 3 N d 3 LO It 00 C CD Existing Wall Frame 3 � ¢c Existing Exterior Siding >1 E o, > O d C5 O E U d d p Q 2 1/2' 3 1/4' pq 3 Z z IDC:) LO Kerf Cut & Seal by others aD M A OD Lead Flashing by others '� C> Aluminum Counter Flashing u N by Brady Built A A to A L- " bPella Architect ILT Fixed Window SYP Extension jamb and trim SYP Glulam Vertical PostG L 9 b N C E o O M U > SYP Glulam Sill (below) +> oM d n �c:> 00 4QM^ p �_ S r O 00 3 Connection & Flashing Detail at Wall �o L�Ln :3 C5 o (Plan View) 3 `^ L CUSTOMER SIGNATURE DATE o-Q� X 3 A l0 3 Oi O 3 .,Q F--L� 3 12-12-15 Preliminary Drawing 2-9-16 Revision 3 Drawing 11 Of 14 1-9-16 Revision 2 2-29-16 Revision 4 c i H 1 i A zZ C A M D � �15 1/2 C: c x3 ��� ©DDD m xM 00 ti M °`� 80 1/8 n c-) c c X C3 iv o � X 3 l 3 tU \ 00\(� // \ ON P MOM t7 ti 3 O n m O 90 27 /1 8L MIA ' ti D D m i �--j tir Q r m \A <r �O M �n WV) t:jN rp 2 1n � n f'l �' �--4ti o I-� n D'i £ M m M Q �� z 7 C+ tj o z d :3 n r- r a c g ti i M m 160 Southbridge St. ► Drawn, JDG Bradford & Wendy Auburn, MA 01501 Wakeman Tel; 508-798-2600 Date 12-12-15 140 Academy Rd Faxi 508-798-3034 BraV-Built Scalei 3/8'=1'-0' N Andover, MA 01845 www.sunroomsbybrady.com 4 NJ b L°3 0 0 fi`� 4 Pella Drawing 1-6-16 Preliminary Drawing 2-29-16 Revision 4 12 of 14 2-9-16 Revision 3 m c ti C3 X a m z ti zz -Di m W M M � O � O h O rro N Q (D C) X �_ Q c-F '- r N f O S 5 f I � N n o � O O Q Q o CO r 10 M o Z �o d h Q n Q n v 160 Southbridge St, ► Drawni JDG Bradford & Wendy Auburn, MA 01501 Wakeman Tel; 508-798-2600rV-Built Datei 1-6-16 140 Academy Rd Fax; 508-798-3034 Bra Scale; 111 N Andover, MA 01845 www,sunroomsbybrady,com 4 M a L°3 00 0o G,dy 4 Pella ILT Drawing 12-3-15 Preliminary Drawing 13 of 14 �o W o" fl Q s C+ r m M m X - Ln rF :3 8'-10' co 2' 0 1'-9 1/4' 7'-0 3/4' \ ro N °D < Q --- C+ I N O � Lfl I cn X LAO CID01 O 6-OX I OO 1+0 i O n om+ I 3'0 ro-b N \ \ rim I ° ti W 4 4 I rt m x_ .y I N h I m �4 1/2 I w z A x h y I � V I O r 12'-0 1/4' 160 Southbridge St. ► Drawn+ JDG Bradford & Wendy Auburn, MA 01501 Date; 12-3-15 Wakeman Tel; 508-798-2600 140 Academy Rd Fax; 508-798-3034 BraFV-Built Scale; 3/8'=1'-0' N Andover, MA 01845 www,sunroomsbybrady.com 4 M a Q 0 0 C] 4 Existing Drawing 12-3-15 PreUroinary Drawing 14 of 14 5'-8 5/8' 5'-6 3/8' N 5'-0 1/4' M X LA c+ W N (O I W W CO •• ►+ 0 x WM 2. x z = h <-I .:2 i ! o °o 0 Q h o rt i r0 F Q ci+ M _X In c+ (O Ti x N 0 Z �—+ m Q m M Q h Lt fo O o N Q 3 m 160 Southbridge St. ► Drawn: JDG Bradford & Wendy Auburn, MA 01501 Wakeman Tel; 508-798-2600 Dates 12-3-15 140 Academy Rd Fax; 508-798-3034 BraV-Built Scaler 3/8'=1'-0' N Andover, MA 01845 www.sunroomsbybrady,com Q N� �I Q Ool 4 Foundation DELTA ENGINEERS,INC. TABLE# 1 (continued) Wakeman Residence N Andover,MA DELTA ENGINEERS,INC Design of Structure Selected Section Width,in. 3 TABLE# 1 Depth,in. 4 Vertical(Wall)Member Top(Roof)Member Pitch Axial Force,lbs 1000.551 Axial Force,lbs 482.588 Rise 7 Shear Force,lbs 299.705 Shear Force,lbs 1000.551 Run 12 482.588 Design Moment,It lbs 842.609 Height,front, h ft 9.200 Front height,h,ft 9.200 Span,L,ft 5.500 Span,horizontal,L,ft 5.5 Design Values,psi Fb 2400 Vertical load,uniform,W,IbsNt 206 Ground Snow Load assumed:55 PSF Fv 200 Vertical load,triangular,Wsv,lbs/ft 0 Fc(parallel) 1700 Horizontal wind load,Wlw,lbs/ft 85 Wind Load Assumed:100 MPH Fc(perpendicular) 650 E 1800000 tan theta 0.583 E min 900000 alpha 1.673 alpha'(1+alpha) 4,471 Section Properties alpha*"2(WWL) 1308.073 0.125alpha+0.167 0.376091: Coefficient of curvature,Cc 0.74 0.625alpha+0.5 1.545455 Depth factor 1 Load duration factor 1.33 WL 1133.000 Combined factor 1 Wsv"2 0 b,in. 3 Horizontal Reaction HA(positive to right),Ib! -299.705 d,in. 4 Horizontal Reaction HC(positive to right),Ib! 382.588 Area of cross section,in'*2 12.000 alpha+tan theta 2.256 Section modulus,in.-3 8.000 0.5 alpha+tan theta 1.419697 Moment of inertia,in.**4 16.000 Vertical Reaction VA(positive up),Ibs 1000.551 Combined Stress Analysis-Roof Member Vertical Reaction VC(positive up),lbs 132.449 Actual compression stress,fc,psi 40.216 alpha"3•Wlw'L"2 12034.27 Actual bending stress,Po,psi 1263.913 WL-2 6231.5 Slenderness ratio,Ltd 16.500 Wsv*"2*L 0 FCE 2717.355 Front(Wall)Section Top(Roof)Section fc(Fc 0.024 Axial Force,lbs 1000.551 Axial Force,lbs 482.588 fc/FCE 0.015 Shear Force,lbs Shear Force,lbs fb/Fb 0.527 At A 299.705 At B 1000.551 Combined stress ratio 0.535<1 OK At B -482.588 At C 132.449 >1 NG Maximum Positive Moment,ft lbs 528.370 Maximum Positive Moment,ft lbs 38.321 Maximum shear stress fv 125.069 Negative Moment at B,It lbs -842.609 Maximum Negative Moment,ft Ibfv/Fv 0.625<1 OK! -842.609 Vertical Member Analysis >1 NG Maximum Shear Force,lbs 1000.551 Slenderness ratio 36.800 Design Bending Moment,ft lbs 842.609 FCE for column 546.284 a=FCE/FC 0.321 C 0.9 a/c 0.357 (1+a)/2c 0.734 cp 0.308 .Adjusted Fc 523.040 Actual fc 83.379 Stress ratio 0.159<1 OK >1 Revise section REScheck Software Version 4.6.2 Compliance Certificate Project Wakeman residence Energy Code: 2012 IECC Location: North Andover, Massachusetts Construction Type: Single-family Project Type: Alteration Climate Zone: 5 (6322 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 140 Academy Rd Bradford&Wendy Wakeman Brady Built Sunrooms N Andover, MA 01845 140 Academy Rd 160 Southbridge Street N Andover,MA 01845 Auburn, MA 01501 508-798-2600 Compliance: Compliance: 5.0%Better Than Code Maximum UA: 141 Your UA: 134 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Assembly Gross Area Cavity Cont. Perimeter Roof:Cathedral Ceiling --_ --- ___ ___ --- Exemption: Framing cavity not exposed. Fixed IG unit:Wood Frame:Double Pane with Low-E 74 0.240 18 Front Wall:Solid Concrete or Masonry:Exterior Insulation ___ ___ ___ _-- --- Exemption: Framing cavity not exposed. Pella Casment Window:Wood Frame:Double Pane with Low-E 67 0.290 19 Left Wall: Solid Concrete or Masonry:Exterior Insulation --- ___ --- _-- --- Exemption: Framing cavity not exposed. Pella Fixed Sash:Wood Frame:Double Pane with Low-E 35 0.290 10 Right Wall:Solid Concrete or Masonry:Exterior Insulation ___ ___ __ ___ -_- Exemption: Framing cavity not exposed. Pella Fixed Sash:Wood Frame:Double Pane with Low-E 23 0.290 7 Pella Entry Door:Wood Frame:Double Pane with Low-E 15 0.290 4 Floor: Slab-On-Grade:Unheated 73 0.0 1.042 76 Insulation depth:0.0' Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed buildin as been designed to meet the 2012 IECC requirements in REScheck Version 4.6.2 and to comply with the mandatory requireme lis ed in the REScheck Inspection Checklist. Marco E Gabrielli, President Jan 18, 2016 Name-Title Signature Date Project Title: Wakeman residence Report date: 01/18/16 Data filename: C:\Dropbox\Design Portal\Wakeman 35042 -rescheck.rck Page 1 of 2 September 1, 2010 Guardian Thermal 5.2.5 Total Performance Calculator GUARDIAN Glass.AW.—ti- H.ildi.g Products OUTDOORS Bronze(Versalux) #1 ----- Lite Thickness=DST=3.1 rnm #2----- gon Gap Space=5/8"= 16 mm Lite Clear #3 ClimaGuardTM 71/38 Thickness=DST=3.1 mm #4----- Total Unit=.867"=22.Omm Slope=900 INDOORS Visible Light Solar Energy Winter Summer (Direct) U-Factor U-Factor %Trans- %Reflectance %Trans- Reflect% Shading SHGC Relative mittance Indoor Outdoor mittance Out Night-time Day-time Coef Heat Gain 54 9 8 27 25 .24 .18 .44 .382 90 ASHRAE NFRC 2004 The performance values shown above represent NOMINAL VALUES for the center of glass(no spacer or framing). Slight variations may occur due to manufacturing tolerances,point of manufacture,and type of instrumentation used to measure the optical properties. EXPLANATION OF NFRC 2004 STANDARD TERMS Visible Light=radiant energy in the wavelength range of 380 nm to 780 nm with Ill.D65 and CIE 21 observer %Transmittance=percentage of visible light at normal incidence(90°to surface)directly transmitted through the glass %Reflectance Indoors=percentage of visible light at normal incidence directly reflected from the glass back indoors %Reflectance Outdoors=percentage of visible light at normal incidence directly reflected from the glass back outdoors Solar Energy(Direct)=sun's radiant energy with wavelength range of 300 to 2500 nm at air mass 1.5 direct normal,ASTM E 891. %Transmittance=percentage of solar energy at normal incidence(900 to surface)directly transmitted through the glass Reflect %Out=percentage of solar energy at normal incidence directly reflected from the glass back outdoors U-Factor=(also called U-Value)air-to-air thermal conductance of 39"high glazing and associated air films.Units are Btu/hrP.F. Winter-night=12.3 mph wind at-0.4°F&69.8°F indoors. Summer=0 sun,6.15 mph wind at 89.6°F&75.2°F still indoor air. Shading Coef.=(SC)fraction of solar heat,direct(300 to 4500 nm)plus indirect(5 to 40µm),transferred indoors through the glass. For reference,1/8"(3.1 mm)clear glass has a value of 1.00(SC is an older term being replaced by the SHGC). SHGC=(Solar Heat Gain Coefficient)fraction of solar energy incident on the glazing that is transferred indoors both directly and indirectly through the glazing.The direct gain portion equals the direct solar transmittance,while the indirect is the fraction of the solar energy absorbed to the energy reradiated&convected indoors. No heat gain from warmer outdoor air is included. SHGC=(Direct Solar Trans)+{[(Indirect Solar Heat Gain)-(Summer U-Value)(89.6°F-75.2°F)]/(248.209 Btu/hr.ft2)) Relative Heat Gain(RHG)=total net heat gain to the indoors due to both the air-to-air thermal conductance and the solar heat gain. The units are Btu/hr.ft'. RHG=[(Summer U-Value)(890F-75.2F)+(Shading Coef)(200 Btu/hr.ft')] This performance analysis is provided under license by Guardian Industries Corp. It is designed to assist the user in evaluating the performance of the glass products identified on this report. Many factors may affect glass performance including glass size,building orientation,shading,wind speed, type of installation,and other factors. While Guardian has made a good faith effort to verify the reliability of this program,it may contain unknown programming errors that could result in incorrect results. With respect to non-Guardian products,this performance analysis may be based on published information from the manufacturer that has not been independently verified by Guardian for accuracy. Moreover,the applicability and results of the analysis are directly related to user inputs and any changes in actual conditions can have a significant affect on the results. GUARDIAN DOES NOT PROVIDE ANY WARRANTY OR GUARANTEE REGARDING THE ACCURACY OF THE INFORMATION IN THIS REPORT OR AGAINST GLASS BREAKAGE OR FOR ANY DIRECT OR INDIRECT DAMAGES THAT MAY BE DUE TO THE USE OF THE PROGRAM. SunGuard®is a registered trademark of Guardian Industries Corp. Remove this libel after anal Impettlon:SAVE for More reference Remep this h2d Flier find peditn;SAVE her e11FM nhfmae Pella Corporation Pella Corporation �RC Entry Door NFRC Sliding Contemporary Door Tempered Tampered In-Swing OX FhedNerd Nav,ra'.Fer>°s!ralicn Low-E Advanced Low-E N2SOnal r-enBSMrgIiOn R2irg^vurd Argon Gas Rating Courv3l Argon Bas � CPD#PEL-N-004 ENERG( ORM NCE RATINGS ENERGY PEIRMFIW�W GS U-Factor Solar Heat Gain Coeff1clent U-Factor 8oNr Haat Gatn Coefficient 0.26 11.48 0.20 0.30 j 130 0.28 ADDITIONAL PERFORMANCE RATINGS ADDITIONAL PERFORMANCE RATINGS Visible Transmittance Visible TmnsinUMme 0. 1 0.52 - - eammwmn WpFMplM emtramcr Mnmml m tpllieamr NRa pmmdmn br dlltrMFise . eMlr Pmdua O.mrmnnn.MGllC wlmps.n/WwJmJM.fhM IN nl.nirnem.NN eaMtln a.nuhifunr eNnInis nm MFl nFeOt Mnbm 0 PpReAlf NFRC Omer—tor deft"nln xN.rFinam P.O.ton.NFRC dmt eat—n—d tNY pmn.d dmf tot nRFY note DMNcI DdlfOmlgdt.NFRC nanpt aro demmtntd br t Ited w1 al Mmnnmpm1-dip p Mpmar of ur mmdud mr.wspc and m..F.r mon MbrnndoN,tU IB6eex1-m1 nd t gedM Dmdeat FNe.MFIIC dap Ml rmomnnn0 top'DrMepb qd dmt mi i 11 eoaeFrht tM Pd4 nFlbtleNe IY.gn mdIF161 NFRC Fta Uta FN►..h. MulamilY of qY DNNutlmrmrr geNne uM.Fermom lnnmuaq,dl(611)621-8111 r milt an pnt FM Fm a teF.tllt.rnm or mel m.XFR�FM Fn tt nFt.nln,o metfe Mann1. qm.. — ton ym o.N.m... , 1351-35an an r States +301-30 ve.Hero[are D—th1a deer—1,the 04tpSi 1.I>s aiFrita 1ew77 iCheN.et oNy,me bum] !a arF rbr DOM case does,0"**1.UtrF Fm: .. :...U•/acWr 6NDC i YtF mmtdr. Pdrt U•Feeear arm Y" ft"un 0.27My wmaN Opaque _saA1 My _ _. D.xr 0.a0 v we-eF tla.m.Yrlhs aa.27_ _.Q.SO --- Wtf uMUt. 7i 0.9'u x N lmar,.n }Orwa UIF ,-Fe.T2 F0.7a 'a rmdn.r r fl30(Performance orede3o) �..m.W.W..n.r.n.,-. Viso-rso 71.25Vf.5• epFNldrrm NmrM.111-N-Na earn r sumo ieor�70 01.25*41.5, axeia.n o!e°nmmmII.n°.—d aY.wimi1lm i eICN • nr.eetl.wput redrm.o a.dadr,nYNN rmlr..Irr/pN.e.nN.d ti a bMImNNn.Irma MarmlM,and Frv.brm IMmm m.Tl.rmear m IM.rrMrma M r •dnndNe ur.n M.ewdnienemex.Nr INNr mxWlm.x CFmtlWhmI".l.n,p.n m vtn.Me..mm. Fsyte.mmmnlM1 arW NwY a aemY Y2.0 eNC M I;.Gd Mr WInMe nwunmr. vialsh[kP.:d lnle.;pmn tir cnr.:ittn.r fM1r ltldmFMurN MaenpM Numnn:rl mW • IaµK r�ncl.�a�Ji fn�.�.[kA4MF�tM dNMM aclNln fteJd •^ nnlw ere eeddrnnsiawrel.arF pea..alFep pn.mM F1N0 r e.wo n nae..m.mea:. rwa,.os,Hera em.n.mo•Idd.trn.ea nI Pella Corporation mw,this label der filled hapedion;SAVE bar Men mtomm .-it,—this label Feer Anal infpedba:BAVE for titan reference P8118 COtpoAetiOn � d" Palle Corporation NFRC Sllding Window /°"%" NFRC Cesmnsat Tempered NFRC Awning XO Vent(Fixed Tempered PAoLine Tempered labalrej Fellasbatian Low E I Clear One Wide Hlgbt k—jr One Wide Leg(LH) Raft Codrlg Argon Gas 48Aoral FenestraAGn Advanced Lew-E NatloleIFeneshetion Advanced Low-E ®I Raft Card Argon Gat Ra VCwrd Argon Gas CPOd -H- ENERGY-PE 13MME U-Foetor(U.S.11-1)) Solar Neat Gobi CaelOcbm ENEMY PER RATINGS ENEnny bee 1:31111111,101: TING$ 0.33 0 30 U-Fatmr Saler Hsat Gain Coefficient g_rroator solar'Haet Gain Coefficient ADDITIONAL PERFORMANCE RATINGS �- �.65 Om27 0.30 1 1.70 1 0.26 Visible Transmillanee ADDITIONAL PERFORMANCE RATINGS ADOMONAL PERFORMANCE PATI GS 0.54 — — Yb@b TrenwrMene. 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