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Home My WebLink AboutBuilding Permit #Exception - 17 Chatham Circle 7/11/2012 BNORTH UILDING PERMIT °F�t�e° bgti .r g6 r,i, .,:,�•t6 ° TOWN OF NORTH ANDOVER o � APPLICATION FOR PLAN EXAMINATION Permit NO: Date Received ( • '' �gSSACHUATED `�'�� Date Issued: IMPORTANT:Applicant must complete all items on this page r.t .� 'z' d 4 Print P_ ROPERTY OWNER -� T;�'' Tsc x4- ' "wzw�-„� 'a.5 x..,t•,��' Yttr �';; s .�- a"°F „t -.'- - MAP N O r PARCEL: ZONING DISTRICT Historic Dist”' yes - :. ,.: Machme.ShopVillage.. :yes_:-- no- :.... TYPE OF IMPROVEMENT PROPOSED USE Residential Non-Residential New Buildin One family AdditionrFwo or more fami Industrial Alteration Commercial Repair, replacement Assessory Bldg Others: Demolition Other Septic Well Floodplain Wetlantls Watershetl Distract titer/! ' c _ Sewer rz 4 DESCRIPTION OF WORK TO BE PREFORMEn- Identification Please Ty OWNER: Name: P"/X5 Address: 13 CONTRACTOR Name UQ � n , Address �S�Y S /iw �� 1/1l+ D Ilxy—/y Supervisors Construction License >Q , Ji Home Improvement.License ARCHITECT/ENGINEER Address: P Q, 8 0X 322 &I'd6vefl-, FEE SCHEDULE_BULDING PERMIT.$92.00 PER$9000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. t Total Project Cost: $ .2 �^ , a FEE: $ a Check No.: Receipt No.: NOTE: Persons contracting with unregistere contractors do not have access to the guaranty fund Signature of Agent/Oinrner Sig7ature of contract AORT" BUILDING PERMIT "r.D TOWN OF NORTH ANDOVER fo APPLICATION FOR PLAN EXAMINATIO� Permit NO: Date Received-1 I S C LJS Date Issued: IMPORTANT:Applicant must complete all items on this page i. 4 P 9.76- v ?5W7 - i Ir,'All Printffi �'�_4 4 Y� � ,ROP,ERT. ) _ NAER!, .�4 4A A6 0 QR014 N 0-7 Lst ct 77 .°: s°Machine SO* TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential Ct!e�w&fi Idin One familv —Addition (Tw—oT!rZmo r—e fami_,ip Industrial Alteration Commercial 0 Repair, replacement Assessory Bldg Others: Demolition Other ;Septic Well V dA0,.. es1� lobplaM , A a;=65—e t 6 f1 DESCRIPTION OF WORK TO BE PREFORMEQ, LYe-1, V/0 Identification Please Type or Print Clearly) OWNER: Name: /XZYf Q1_ Phone:1 Address: V 5A o- 7, CONTRACTOR -V. arne�_.,_, ew. Avd s7�k dk� s JV orAAN IV68 ;fo §,,;,dl-oh. v j- e- A " men-f.0ir S ARCHITECT/ENGIN Phone: 3 EER Re P- 31 01 ak-) Address: P 0, 8 c,�- 302 d, 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: $ 2 FEE: Check No.: Receipt No.: NOTE: Persons contracting with unregistere contractors do not have access to the guaranty and Signature of Agent/OvvneiV�6fz__SiTlbturb 6f'contract. i Plans Submitted 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 Private(septic tank,etc. Permanent Dumpster on Site THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING &DEVELOPMENT COMMENTS CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Siqnature COMMENTS Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments i Conservation Decision: Comments i Water& Sewer Connection/Signature&Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street 'E ev.d� FIRE DEPARTMENT ��Teamp Dumpster•on site``yes e*"' .-� d°l�"�.fr'ye�e", ...'.Q:. ".� '� .k "amu i. " ,i i3r .a� fi -a`' �`j� r'�"72.'fErr"['"`+d•4 '°�.,"'!m. Located att1241Main Streetf �.�� Fire Departmen g atureluate r z- �r �7r'-,-, W �'�+;.�,. ' .�'K',w'�.'y;. �q s vi} `'K`''Y'`r {,�: A-, -rf 2�a1`t'i'Y Es*/r/K�7-¢• `�Q,.q � G � �+� � s '� u r..4�.."7!"�il�;,�"�U Zi/;t��i►.f+t.� -"7`' :G_�y}J'�4/�-�!. .� �, r:�, r�• / Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. 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 I ❑ Notified for pickup- Date Doe.Building Permit Revised 2008 f Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits o 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 ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or. Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) o Building Permit Application ❑ Certified Proposed Plot Plan ❑ 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 ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: 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 that 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 Doc:INSPECTIONAL SERVICES DEPARTMENT:11PFORM07 Revised 2.2008 ,oma ✓,<ie Va»r�nafl�uuea� oj'✓l�aaaac/u�ael�`a _-\ Office of Consumer Affairs&Business Regulation — HOME IMPROVEMENT CONTRACTOR Registration:4101311 Type:, Expiration:-6125!2012 Individual JA S J.NEWCOMB" -_ _- s- :r= U James Newcomb' 151 SHAWSHEEN RD :: Andover,MA 01810 Undersecretary Massachusetts-Dchartni nt of Public Safct. Board of Building Regulations and,Standards WW Construction Supervisor License License: CS 14717 JAMES J NEWCOMB 151 SHAWSHEEN RD ANDOVER, MA 01810 Expiration: 8/26/2013 ('ummi.�iunrr Tr#: 651 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 kvi. www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): C V !/U� u��'j �dvs7L Address: o��y City/State/Zip: 1471 JoV 0)/�(O Phone#: Are you an employer?Check the appropriate box: Type of project(required): 1.9 I am a employer with _ 4. ❑ I am a general contractor and I 6A New construction employees(full and/or part-time).* have hired the sub-contractors 12.❑ I am a sole proprietor or partner- listed on the attached sheet.$ ❑Remodeling ship and have no employees These sub-contractors have 8. E]Demolition working for me in any capacity. workers' comp.insurance. 9. ❑Building addition [No workers'comp.insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.F1 Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑Plumbing repairs or additions myself.[No workers'comp. c. 152, §1(4),and we have no 12.❑Roof repairs insurance required.]t employees.[No workers' 13.❑Other comp.insurance required.] *Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information. I Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. #Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp,policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: C a/`j�S h S G re-, c e Policy#or Self-ins.Lic.#: Oo —2 3 _5-a �/� 3 Expiration Date: Job Site Address:_f Cho cam, ��✓G l P City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify der the painin penalties of perjury that the information provided above is true and correct. Sian re Date: M// /Z Phone . P 17 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: i Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to cant'workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-877-MASSAFE Revised 5-26-05 Fax#617-727-7749 www,mass.gov/dia 07/02/2012 12:23 FAX 978 750 8808 W J LYNCH INS AGENCY 0 001 CORMI.1 OP ID.Wt_ DATE(MM/DONYYY) CERTIFICATE OF LIABILITY INSURANCE F 071D3112 THIS CERTIFICATE S 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 W10W. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURERIS), AUTHORIZED RI=PRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER- IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(las)must be endorsed. If 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 m infer rif3hts to the Ce=rtificate holder in lieu of such endorsement(s). PRODUCER c0NrACT 978.750-0044 NAME; _ William J Lynch Insura roco AgcyPHONC — FAX – 92 High Street 978-750-$80$ 8LG_No,_E4):.. (AfC,NEI;_ Danvers,MA 01923 ADDRESS; INSURER(5)AFFORDING COVERAGE �_ NAIC# INSURERA:Evanston Insurance Company INSURED Cormier Andover Construction IhMiAl_R0:Commerce Insurance, Ray Von Realty Trust Catamou-it Contraeting INsu4ERc:Chartis Insurance - - -- 3 Crenshaw Ln INSURER D,Harleysville Worcester i Andover, MA 01810 IN$(IRER E _ — INSURER F: COVERAGES _ CERTIFICATE NUMBER: REVISION NUMBER; THS IS TO CE=RTIFY T-IAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR TFE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO wIiICH THIS CE=RTIFICATE MAY 13E ISSUED OR MAY PE=RTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TC ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN DEDUCED BY PAID CLAIMS. /LTR TYPE OF INSURANCE INSAAppLi5U9R POLICY NUMBER MMV6DlYYW MMfD6fYYY LIMIT: GENERAL LIABILITY ! EACH OCGJRRENCE B 11000,000 X X COMMERCIAL GEN-RPI LIABILITY 1DGLP1007734 01/27/12 01127!13 DAMAGt TQ-Rfr�7E'ti-- PREMISES S(Ee axijrrence) S_ 100,000 CLAIMS-MADE C� OCCUR MED EXP(Any one person) B _ 1,000 PERSONAL&AOV INJURY B 1,000,00 GENERAL AGGREGATE B 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER, PRODUCTS-COMPIOP AGG 6 1,000,000 X LPOLIGY J .....1 JEC' LOC — B AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT B ANY AUTO TN7838 08129/11 08/29112 BODILY INJURY(Per,person) B 2$0,00 ALL OWNED SCHEDULED BODILY INJURY tPerindaenq 500,000 AUTOS '( AUTOS NON-QWNF-4 PROPERTY DAMAGE ---250,000 tP9recbttlentl HIRED AUTOS _ AUTOS B UMBRELLA LIAO OCCUR EACH OCCURRENCE i EXCESS LIAR I CLAIMS-MADE AGGREGATE ; DED RETEN TION S WORKERS COMPENSATION X ,WC STATU- OTH- AND EMPLOYERS'LIABII ATY LEL C ANY PROPRIETOFVPMT�FRIEXECU71VE YF-I NIA 002352873 01127/12 01127113 E.L.EACH ACCIDENT 100,000 OFFICEWMEMBER EXCLL DED? �f """"'---- (Mandatory in NH) E,L DISEASE-EA EMPLOYEE _ 100,000 0 yesdes,The+ander 500 00 DtSLRIPTION 0P OPER1,rIONS below E.L DISEASE-POLICY LIMIT D Builders Risk CI 2J9053 09/13/11 09/13/12 Per Build 750,00 oEgCRIPnON OF OPERATIONa i LQQATIONS!VEHICLES(Attaoh ACORD 101,Additional Rernarke Sthedule,it mare apdoo Is roquirad) -- Construction OperAtions in North Andover, MA CERTIFICATE HOLDER CANCELLATION TOWNAND SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CAI(CELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILT, 19F OEL.IV, RED IN ACCORDANCE WITH TWE POLICY PROVISIONS. Town of North Andover North Andover Town Hall AU HORIZFLI REPRE$ENTATIVF North Andover, MA / __j I - Oc 1988-2010 ACORD CORPORATION, All rights reserved. PROPOSED PLOT PLAN LOT 5 CHATHAM CR/CLE-NORTH ANDOVER, MASSACHUSETTS MAP 47 LOT 139 SCALA Y = 30' DATE /0/05110 ° \ I HEREBY CFR7IFY TO 7HE TOWN OF `p NORTH ANDOVER, MASSACHUSETTS BUILDING DEPARTMENT THAT THE BUILDING DRAWN ON THIS PLAN IS PROPOSED AND THAT IT DOES COMPLY TO THE MINIMUM BUILDING SE7RACKS cn TO PROPERTY LINES; ° 0 M PARKING EACH UNIT SHALL HAVE SCAM- o A TWO (2) CAR GARAGE LOT 4 & DRIVEWAY SPACES o NOTED BELOW , 156-45s \ N Q 99.17 Za Setback O CP ° 57.28, \ o Building \ Li Lines (tYP•) 'I'D' � ° � � o ACCESS \ s EASEMENT �\ Prop Z�?_ � �. o \� Prop. LQ-'f 5 Unit YEL LOT 6 ` \\ \ Unit (12,500 s.f.) � o , o cq Prop. Ret. i 4.wall O -° \ o s �• 'h ° t' �.� i OF HUGO —19.47' L�1.35'' 21'84 P. 22.99 3 a ,... o FINDEIM11 Ed a of 3 S z N0.45= " Pavement Typ. S ! Np S L S � W CIRCLE U' —`IA7 �� CHA�A� 9 (50, WIDE) r U 2OW RESIDENTIAL 4 U U LOT DATA AREA = .1 Z500 SF ; FRONTAGE = 157.68' N MkVM SE7EAO i I/V FRONT — 30 FEETSIDE — 15 FEET REAR — 30 FEET FINDEISEN SURVEY & DESIGN LLC o NOTE. 87 Indian Rock Road, Wm' dham, New Hampshire = THE SIDE YARD SETBACK ALONG NANTUCKET DRIVE P.O. Box 612, Sandown, NH 03873 IS 20 FEET TeL (603) 898-8516 / Fax (603) 898-8497 0 Platted on Oct 06. 2D,0 — 3:05pm REScheck Software Version 4.4.3 Compliance Certificate Project Title: Chatham Crossing Energy Code: 2009 IECC Location: North Andover,Massachusetts Construction Type: Single Family Building Orientation: Bldg.faces 0 deg.from North Conditioned Floor Area: 3890 ft2 Glazing Area Percentage: 11% Heating Degree Days: 6322 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 17 Chatham cir Cormier Andover Construction Eric Kline North Andover,MA 3 Crenshaw Lane J&J Heating and Air Conditioning Anover ,MA 01810 17 Arlington st Dracut me,MA 01826 �.. . �.._....,,. ✓ J" ,. "r,*Y s'io...'.'.qtr. :raa...a ,;k , Compliance:1.8%Better Than Code Wall 1:Wood Frame,16"o.c. 496 21.0 0.0 22 Orientation:Front Window 1:Metal Frame:Double Pane 93 0.300 28 SHGC:0.27 Orientation:Front Door 1:Solid 21 0.300 6 Orientation:Front Wail 2:Wood Frame,16"o.c. 576 21.0 0.0 30 Orientation:Right Side Window 2:Metal Frame:Double Pane 45 0.300 14 SHGC:0.27 Orientation:Right Side Wall 3:Wood Frame,16"o.c. 496 21.0 0.0 23 Orientation:Back Window 3:Metal Frame:Double Pane 90 0.300 27 SHGC:0.27 Orientation:Back Wall 4:Wood Frame,16"o.c. 576 21.0 0.0 33 Orientation:Left Side Ceiling 1:Flat Ceiling or Scissor Truss 938 38.0 0.0 28 Ceiling 2:Cathedral Ceiling 69 38.0 0.0 2 Floor 1:All-Wood Joist/fruss:Over Unconditioned Space 1007 30.0, 0.0 33 Furnace 1:Forced Hot Air 95 AFUE Air Conditioner 1:Electric Central Air 13 SEER Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title:Chatham Crossing Report date:07/05/12 Data filename:Untitled.rck Page 1 of 4 REScheck Software Version 4.4.3 Inspection Checklist Energy Code: 2009 IECC Location: North Andover,Massachusetts Construction Type: Single Family Building Orientation: Bldg.faces 0 deg.from North Conditioned Floor Area: 3890 111:2 Glazing Area Percentage: 11% Heating Degree Days: 6322 Climate Zone: 5 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling,R-38.0 cavity Insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 2:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 3:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 4:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: Windows: ❑Window 1:Metal I'mme:Double Pane,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes-Frame Type Thermal Break?_Yes_No Comments: ❑Window 2:Metal Frame:Double Pane,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?-Yes-No Comments: ❑Window 3:Metal Frame:Double Pane,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes-Frame Type Thermal Break?-Yes_No Comments: Doors: ❑ Door 1:Solid,U-factor:0.300 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Heating and Cooling Equipment: Project Title:Chatham Crossing _ Report date:07/05/12 Data filename:Untitled.rck Page 2 of 4 ❑ Furnace 1:Forced Hot Air:95 AFUE or higher Make and Model Number: 0 Air Conditioner 1:Electric Central Air:13 SEER or higher Make and Model Number: Air Leakage: Lj Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weathersiripped or otherwise sealed with an air barrier material,suitable film or solid material. Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/doorjambs and framing. 0 Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the Interior wall or ceiling covering. Wood-burning fireplaces have gasketed doors and outdoor combustion air. Lj Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: Building envelope air tightness and Insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceilinglattic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier Is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Materials Identification and Installation:. 0 Materials and equipment are installed in accordance with the manufacturer's installation instructions. 0 Materials and equipment are identified so that compliance can be determined. 0 Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. Duct Insulation: All ducts not completely inside the building envelope are insulated to at least R-6. Duct Construction and Testing: 0 Building framing cavities are not used as supply ducts. 0 All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 112 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). 0 Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 311.2 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 466.8 cfm(12 cfm per 100 1`112 of conditioned floor area). (3)Rough-in total leakage test with air handier installed:Less than or equal to 233.4 cfm(6 cfm per 100 ft2 of conditioned floor area). (4)Rough-in total leakage test without air handler installed:Less than or equal to 155.6 cfm(4 cfm per 100 ft2 of conditioned floor area). Temperature Controls: Project Title:Chatham Crossing Report date:07/05/12 Data filename:Untitled.rck Page 3 of 4 At least one programmable thermostat is Installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. ❑ Heat pumps having supplementary electric-reslstance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: Ej Additional requirements for equipment sizing are included by an inspection for compliance with the international Residential Code. 0 For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are Insulated to R-2. Circulating service hot water systems Include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: 0 . HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Heated swimming pools have an on/off heater switch. - 0 Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title:Chatham Crossing Report date:07/05/12 Data filename:Untitled.rck Page 4 of 4 2009 IECC Energy Efficiency Certificate Ceiling I Roof 30.00 Wall 21.00 Floor I Foundation 30.00 Ductwork(unconditioned spaces): r. yF 3 °+. x f 4 Window 0.30 0.27 Door 0.30 NA Forced Hot Air Furnace Electric Central Air Conditioner Water Heater: Name: Date: Comments: TOWN OF NORTH ANDOVER DIVISION OF PUBLIC WORKS 384 OSGOOD STREET NORTH ANDOVER, MASSACHUSETTS 01845-2909 BRUCE D.THIBODEAU,P.E. DIRECTOR Eugene R Willis, PE . �t, ��y�' , Telephone (978) 685-0950 Director of Engineering Fax(978) 688-9573 September 25,2012 Ray Cormier Rayvon Realty Trust 3 Crenshaw Lane Andover,MA 01810 Re: Zoning file 42010-014 Lot 5 Chatham Circle Dear Mr. Cormier, I have reviewed your request for a Building Permit and have spoken to your representative, James Newcomb, regarding the permit. I have told Mr.Newcomb that although the ZBA granted the variance for a two-family dwelling on Lot 5, I recommend that you appear before the Planning Board to answer questions regarding the stormwater detention system for the subdivision before a Building Permit is issued. According to the material in our files and according to our Town Engineer(see attached letter from Gene Willis),the drainage system has not been completed according to the Plans approved by the Planning Board. Please contact me at your earliest convenience so that I can schedule a discussion on a Planning Board agenda. Si erely, �— udy Tymon Town Planner Cc: Jerry Brown, Inspector of Buildings TOWN OF NORTH ANDOVER DIVISION OF PUBLIC WORKS 384 OSGOOD STREET NORTH ANDOVER,MASSACHUSETTS 01845-2909 BRUCE D.THMODEAU,P.E. DIRECTOR Eugene P. Willis, PE . '> Telephone(978) 685-0950 Director of EngineeringFax(978) 688-9573 December 8,2010 Mr. Gerrald Brown Zoning Enforcement Office 1600 Osgood St. North Andover,Ma. Re: Zoning file#2010-014 Lot 5 Chatham Circle M47-L139 Dear Gerry, I have been asked to review the variance request for the above referenced project. I offer the following comments. 1. Lot 5 is the last lot not built upon in the Chatham Crossing subdivision. 2. The Chatham Crossing subdivision drainage and stormwater facilities have not been completed according to the definitive plans approved by the North Andover Planning Board. The detention facility was never built. It is my understanding that water flow from the subdivision is piped directly into the municipal drainage system on Andover Street. There is no treatment or control of water flow volumes or rates. 3. 1 recommend the developer complete the project's infrastructure as approved by the Planning Board before this last lot is built upon. Sincerely, Eugene P. Willis,P.E. Director of Engineering Cc: File; Mr. Bruce Thibodeau,DPW Director; Ms. Judy Tymon, Town Planner Town of North Andover ZONING BOARD OF APPEALS Albert P.Nfanzi 111,Fsq.Chair?Wan Ellen P.McIntyre,Vice-Chairrnmr Richard].Byers,Esq.Clerk OF N�toT 6gti .Joseph D,LaGrasse Richard 114.Vaillancourt o p tt`'1 1 ArsarateMembers # '� 'rhomas D.Ippolito Daniel S.Braese,Esq. �i 4�RAR0 rfP y412 i 114 Michad P.Liporto 9SS'^CHU5� `=th'! 18 ffitUty(20)days have elapsed from date of decision,flied without filing of an ppeal. Any appeal shall be filed within(20) Notice of Decision Date -a o20/� days after the date of filing ofthis Year 2011 JoYOG& Shaw Town 01®r# notice in the office ofthe•Town Clerk, or Mass.Gen.L.ch.40A, §17 Property at: Lot#5 Chatham Circle NAME: Ray Von Realty Trust.(Raymond Y. HEARING(S): 14 December 2010,21 June 2011 Cormier,Trustee ADDRESS: Lot45 Chatham Circle(Map 47,Parcel PETITION:' 2010-014 139)North Andover,MA 01845 The North Andover Board of Appeals held a public hearing,at The Senior Center, at 120R Main Street, North Andover, MA 01845 on Tuesday, June 21, 2011 at 7:30 PM on the application of Ray Von Realty Trust (Raymond Y. Cormier, Trustee) located on Lot#5 of Chatham Circle (Map 47, Parcel 139)North Andover, MA 01845, Petitioner is requesting a Special Permit from 4.122 and 4.122.14 A.b to construct a new 2 family dwelling in accordance with Section 10.3 and 4.122.14D of the Zoning bylaw within an R-4 District . Legal notices were sent to.all the certified abutters provided by'the Town of North Andover, Assessors Office,and were published in the Eagle-Tribune, a newspaper of general circulation in the Town of North Andover, on November 30,2010&December 7, 2010. The following voting members were present: Albert P. Manzi,Ellen P. McIntyre, and Richard J. Byers. The following Associate members were present: Thomas Ippolito and Michael Liporto. Upon a motion by Byers to Grant the Special Permit to build a 2 family (duplex)with the following conditions: I. The landscaping and exterior finish for the development of Lot 45 shall be equivalent quality and materials to the landscaping and exterior finish originally furnished for the existing Chatham Crossing units as approved by the subdivision plans as built. 2. All roof runoff from the building to be constructed on Lot#5 shall be infiltrated using the appropriate methods and construction specified and approved by the North Andover Building Inspector or his designees at time of building permit issuance. McIntyre second the motion., Those voting in favor to approve the Special Permit with the above conditions:Albert Manzi, Richard Byers,Thomas Ippolito and Michael P. Liporto. Not in favor to grant the Special Permit: Ellen McIntyre. 4-1 0 Z. 4 The Board finds that this use, as developed by the building&site plans,will not adve'rsPJ.y.affecP o Q the neighborhood. There will be no nuisance or serious hazard to vehicles or pedestrians since , Page 1 04`2 t..,. there are provisions for the required off-street parking.Adequate and appropriate facilities are provided to the existing residential dwelling and will be provided for the prppgr i©perat-oo;of a two(2)family dwelling. The Board finds that the 2 family dwelling will not be_&trlmdn61 L and that this use, of a 2 family dwelling, will be in harmony with the general purpose;and intent of this Bylaw. Site: Lot#5 Chatham Circle, a Special Permits from 4.122 and 4.122.14 A.b to construct a new 2 family dwelling in accordance with Section 10.3 and 4.122.14.D of this Bylaw within an R-4 District (Map 47,Parcel 139)North Andover,MA 01845 Plan(s)Title; 1) "Proposed Plot Plan"Dated June 21, 2011 containing one(1) sheet. Prepared by Findeisen Survey&Design, LLC Windham,NH 03873. 2) "Preliminary Plans" Dated 30 August 20 10 containing three (3) sheets; left side and front elevation,right side elevation and rear elevation and first floor and second floor plans. Submitted by Cormier Andover Construction. Voting in favor: Albert Manzi, Richard Byers,Thomas Ippolito and Michael P. Liporto. Voting in the Ellen McIntyre Negative: The Board finds that the applicant has satisfied the provisions of Section 4.122 and 4.122.14 A.b to construct a new 2 family dwelling in, accordance with Section 10.3 and 4.122.141) of this Bylaw within an R-4 District for Lot#5 Chatham Circle(Map 47, Parcel 139) . Notes: I. This decision shall not be in effect until a copy of this decision is recorded at the Essex County Registry of Deeds, Northern District at the applicant's expense. 2. The granting of the Special Permit(s)as requested by the applicant does not necessarily ensure the granting of a building permit as the applicant must abide by all applicable local,state,and federal building codes and regulations,prior to the issuance of a building permit as required by the Inspector of Buildings. 3. If the rights authorized by the Special Permit are not exercised within two(2)years of the date of the grant.it shall lapse. and may be re-estabiislhed only after notice,and a new heart g. s�a&&* 4Xe_j�- North Andove oning Board of Appeals Albert.P.Manzi III, Esq.,Chairman Ellen P. McIntyre, Vice Choirman Richard J.Byers, Esq., Clerk Thomas Ippolito Michael P.Liporto Decision 2010-014 A True..•COPY :_q'_ ti Clerk t`,", Page 2 of 2 REVISIONS: BY: ONTINVOUS RIDGE VENT UNIT SUMMARY • LEFT WHIT NIGHT-T. - 17 2 BE ROOM. • �1 ]V]BATHROOMS - -1/2 BATHROOMS • ]CAR GARAGE 7 CAR GARAGE LOWER LEVEL:350 SF FINISHED LOWER LEVEL.316 SF FINISHED n SP a �O FIRST FLOOR: SF FIRST FLOOR:SECOND FLOOR:R:a3 Bab SF SECOND FLOOR:R.12bS SF UPPER I'XB'FLY RAFTER EXTENDS B'BEYOND FACE OF TOTAL FINISHED SPACE:]IBS SF TOTAL FINISHED SPACE:7016 SF GABLE WITH I'Xi'FRIEZE BELOW. DIMENSIONS AND SPACING OF ARUL'TURAI MEMBERS zolp TR W CS.ETC RE SIS,BEAR POSTS.EIC ARE SHOWN FOR TOP PLATE AT SIDE OF GABLE (/ fjpWOWG PURPOSES ONLY. e'-O'ABOVE STAIR LANDIN EE TYPICAL SOFfR TRIM i ;yy�,`. IM ED By AN RA WINGSMUSIBE 111 IE6rAMPED RAWING MUSS B OR DETAIL b „ STRUCTURAL ENGINEER PRIOR LOWER I'XB"FLT RAFTER TOCONSiRUC110N N DMENSIONS EXTENDS n'BEYOND FACE OF AFTER GABLE WITH 1'XL•FRIEZE BOAR "- - „ S ALLAIOTFOUNDATIO,OULD BE A IFIFDIOR1^ ._— G L l WSIAlU110N.ANDPRIORIO WINDOW SILL 3'-I'ABOVE .' .E. � s PURCHASE OF BUILDING i..:r LANDING TON PROVIDE .+ _ N .2 ;f+ MAICRIAIS.CHECK AND CLEARANCE FOR ANDRAIL ______ _ __ _ __ -- -- ------ -- -- i� pPPROVEALL DIMENSIONS. BRACKETS. TEMPERED CLAS ._ / QUANTITIES.AND DETABS CAREFULLY. I•XR•WATER TABLE TRI _ LUESTOME OR GRANITE 1J/y LANDING WITH STEPS DOWN TO p MXB-PLINTH BLOCKS WITH BASE GRADE AS REQUIRED / -�TEK-__---_--- DATE:.. NOTED KACE5 BEYOND DATE:09//20/2070 LEFT SIDE ELEVATION AI.I SCALE:1/1' I'-O” Z U I- ^ONTINUOUS RIDGE VENT Trill z �Q7 YPICAL VALLEY O CONTINUOUS RIDGE VENT O N 0 C �n uj(3 Q J 17 n •� 7'OVERHANG AT FLY RAFTER O U 2 Lr LTH V FRIEZE BELOW INSTALL]COARSES IIW SHIELD I AINy'llI I, A. J ff, AT ALL ROOF EDGE A..] z Y• TOP OF JOT TS-ELEV:]1'-8-1/7' -- -- _-�_- D L -.- --_--__-_- TOP OF WALL-V:]L'-1-I/i' Q O '1 OJUST OVERHANG F SOFFIT �1 i TO PCCOMMOOATE DI <FFERING Q ROOF PITCHES AT FRONT AND -r 1 51DE. SEE DETAIL OU : Y „ ----It SECOND FLOOR--V: D __- _�_-�_-�,-�•r-�- -- --- - —__�---__--- -- - TOP OF WALL-ELEV: ® � SHEET INDEX 3'-b'TALL CASEMENT WINDOW _ R En aE TKm A11 BEvpTWN WITH PANEL BEL O A21 LOWERLBELPUN A22 FIRST FLOOR PUN A2B SECOND FLOOR PUN AllFOUKTlQN BAN ' e].2 iWSr BOOR Fq NTNG AB] GEC1.IRA OR fRaNMG ___—_____—_____—_ __ _.N FB2ST FLOOR-ELEV:i'-1' p1i ATTIC FgAuiNc _ 10 .5 gOOFFMNWG _ —__— _____-- __— TOP OF SILL-ELEV:9-7' __ __ _ - pql OEFAII ORpwMGB __ - -- OETALLOBpWINGS LUESTOHE OR GRANITE TERRACED STONE RETAI G LANDING WITH STEPS DOWN TO 1 WALL GRADE AS REOAIRED NST W. GUARD RAILS AS e REQUIRED WHERE STEPS/ F SIDEWALK ARE ADJACENT TO r ! RI—CMG yr _ ;� ,p• — _ _- --__ -_ -_ DRAWING NUMBER. •-B' f /.-. e,r a•CQ,.kr BASEMENT SLAB-ELEV:O B �,._'r"��..•:,..�ICr• l .�,,.•. ___— ___ _—__ e. BENCHMARK: GARAGE BLAB•DOOR / 55';" �,� ELEV:O.-O_ ell- Q✓� '��VV ? a 4� iVz —k f. /'°/�` 5105 FRONT ELEVATION �IoI - = / `r AlI SCALE:Vi' r �..�. 4g 'ts L9 d, f 2 � � / � �✓ L�Is� i-s ��,/� _r —�r� '`r= i - REVISIONS: BY: 13 �l 19 12 IZ O D �13 TOP OF PLUMB GUTS APPROX _—_--_---_—� ------ EQUAL TO TOP PLATE OF WALL _ _ _ _ _ _ _ DIMENSIONS AN A O --"—'- SEE SOFFIT TRIM DETAIL ON _ - - _ STRU INGJCMFMBERS INCS,ETC JOLSTS,BEAMS, SHEET A N FOR FASCIA,FRIEZE POSTS,EIC ARE SHOWN FOR D OJUST OVERHANG OF SOFFIT AND OTHER FINISH TRI -1,' BIDDING PURPOSES ONLY. _ TO ACCOMMODATE DIFFERING - - - _ _ - - + ROOF PITCHES AT FRONT AND ADJUST DEPTH OF SOFFITS TO THESE DRAWINGSMUSTBE SIDE. SEE DETAIL ALIGN BOTTOM OF PLUHB-CIST STAMPED AANARCMR PRIOR STRUCTURAL ENGINEER PRIOR 10CONSTRUCTION FOUNDAI ION DIMENSIONS SHOULD BE VERIFIED AFTER n INSTALLATION,AND PRIOR 10 RAFTER PLUMB-CUT DETAIL PURCHABUILDING 1/1".I'-O' MATERIALS.LS.CHECK AND APPROVE ALL DIMENSIONS, __—__—__ _----- GUAM TRIES.AND DETAILS -� -- --- CAREFULLY. -------------- r., l SCALE:AS NOTED DATE:09/20/2010 C \ ................ t� RIGHT SIDE ELEVATION "} O ONTINUOUS RIDGE VENT O � I Z O�7 Uz D Lo CONTINUOUS RIDGE VENT I WO INSTALL 3 COURSES IIW SHIELD O T ALL ROOF EDGES QI TOP OF11It -------_ 1 _---- - -- -_— TOP OF WALL-ELEV:SL'-9-I/3" --- --- S lu ® ® Q U O 4 U m SECOND FLOOR-ELEV:IB'-B-I 3 — TOP OF WALL-ELEV:Il __—__—__— __—__—__—__—__—__—__—__—__—__—_ ®® ® ®®® ni.x FRONT IND FALSE CORNER BOARD I DNR �^ EAR ELEVATgH FmA21 LO.vER—PLAN P22 FPRST FLOOR PLAN AI3 Se—I—PIAN FOUNDATION PIPN Al2 FFK'T BOOR FMMINO SECOND All- RAMING FIRST FLOOR-ELEV: --- O ATiK FNA __—_ __—__ __ _- pB,3 ROOF FflPMPG TOP OF SILL-ELEV:e'-Y ---- -- '—'---------- - ----� A41 DETAIL DRPWWSB . . y � Pox DETAIL DRAWWGE ^ 1lUpll TONE RETAINING WALL _ __ __ __—_____ _—__---------------- DRAWING NUMBER: BASEMENT SLAB-ELEV:O'-B" ----- BENCHHARK: GARAGE SLAB s DOO ELEV:O—O• O REAR ELEVATION A].I SCALE:1/1" -O' REVISIONS: BY: LOWER LEVEL EXTERIOR DOOR AND WINDOW 5CHEDULE 0" A. D LEATHER-PROOF ALL xWNOOIS TND DOORS ACCORDING TO DIMENSIONS AND SPACING OF eRTRuo—1-1-5 SU 1-5 Ae n�xuIIIaoucN Onerv!xcs T s FACTURE w E PexnrtrED a N"I"I PR!oR wsP OVAe. STRUCTURAL MEMBERS INCLUDING JOISTS,BEAMS. POSES,ETC ARE SHOWN EOR BIDDING PURPOSES ONLY. LOWER LEVEL INTERIOR DOOR SCHEDULE THESE DRAWINGS MUST BE STAMPED BY AN ARCHRECT OR STRUCTURAL ENGINEER PRIOR -o x a e.H a-�-v]x a-:o-vS was RwTeO TOCONSIRUC110N OOi H'-o x c e Rx a-]-Vr x c to-v] sae R..YED FOUNDATION DIMENSIONS O SHOULD BE VERIFIED ARER IMST ALLATIDN,AND PRIOR TO Oo0o a x x e c-]v]x N-w-vU PURCHASE OF BUILDING oOs T-e x t Y LH ]-e-vT x L w VY MATERIALS.CHECK AND APPROVE ALL DIMENSIONS, AR OUA AND DETAILS u5TED ARE OeneRle INDUSTRY Nies.VeRIPY ROUON OPENNGS OF S11111ED nAN1FAnuaeR PR!oR TO CAREFULLY, STONE RETAINING WALL ! SCALE:AS NOTED DATE:09/20/2010 Ln Z nu O 5� i TION TIAL HEIGHT FOUNDATION os WA II U I _i �j• o o (k J SII pLdY ROOn -A PLAT ROOn /J � 5 I S} U Z — �- - --- Lo --- T --------- - TO FIRST FLR I 1 I I j L Cn LLI O _----A'STEP ----' I REAR OF GARAGE-ELEV:O'-]- :r-- —"-_"" D \ DOW 3/1-GALVANIZED FURRING Ie1TH ry - BASEMENT SLAB-ELEV:0'S' I / lY. 1/]"GW _ NSTALL 5/B{aITYPE-X GWB .:_— y:I _P - 'S- CEILING OI %TURED 1 MST TYPE-%GWB ON W.' , A AG PLS 1 nECH. - R51�P �d I PAINTED. Z 37 EI G OF GARAGE. • I Z re0�-3u .A`X U D FINISH.PRIMED 1 PAW 1 / !I TT STVE n O Q y ry d - : -...._.._.._....__.... ..r.-------.----.._--... - -r w Q �s B I 11 4 •_? ]'PITCH OWAROS DOOR U I y� POR DRAINAGE— I arc II BENCHMARK /.GE SLE EV:0--0- O'-3' �� SHEETINDEX 1 O a—REAR OF GA AGE'-EL All FRONTELEVATIGH BASEMENT SLAB-ELEVI i'-B- n],t NEAR ELEVATION 1 A�23 LOWS fF—LRAH I PLAN ® II W1N—�� A23 SECOND RODRPw+ DO . EN CHMARK: O II PTO Q O" AH] —PAU..PLAN GARAGE SLAB•OOOR I FIRST PLR �Y .� —1—ANINO ELEV:O'-O" II 3/1'GALVANIZED PURRING WITH Ai9 sE—F B LOON FRnulrvc I 1/]"GWATTIGFPANIND Aa.s ROOF FPANING _ t DET-DRNWING9 E._y. • INSTALL TERRACED STONE RETAINING WALLS AS REQUIRE DRAWING NUMB LOWER LEVEL PLAN A22Q 1 A].I SCALE:1/9'•1'-0' REVISIONS: BY: FIRST FLOOR EXTERIOR DOOR AND WINDOW SCHEDULE O MANUFACTURERConnewn O K /A.DER eN reo Tb0 -AxDEPARTIAL, S.NT SS owner DP OKnL/ANDER9EX ni udeR TED TnD aSEN AFPDDO]I�RAN60n wi N w O ANDERDEX <w]D6 +n x D D 3/e OD NDERDEN Tw]lo+Io-] L o De'x D-o-Y/r OE ANDERSEx Tualo+lo H o ve x X-o-Y/s ' _ OP ANDEREEN Tw]IO+Io-9 a-n Y/e z 6-o-ile PaEPARETINs*ALL A °YraLoc NF niusRoxssvExi ROUCN oPExwce x DIMENSIONS AND SPACING OF I a T eoxsr ueTloN unsmure n,DuueAeruaeas III Peanrtre .1 1.ODNER•sxP4wa APPRovAL Pr STRUCTURAL MEMBERS INCLUDING JOISTS,BEAMS, POSTS,ETC ARE SHOWN FOR BIDDING PURPOSES ONLY, MUST BE FIRST FLOOR INTERIOR DOOR SCHEDULE THESEDBY ANAR ARCHITECT STAMPED BY AN ARCMRECT OR STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION FOUNDATION DIMENSIONS SHOULD BE VERIFIED AFTER O<Ase:i oPeNNc D-]-vD x Y-]vD INSTA LLATION,AND PRIOR 10 PURCHA5E OF BUILDING MATERIALS.CHECK AND APPROVE ALL DIMENSIONS, OUANTNIES,AND DETAILS LLSTEo zas cexeNc IUDusTar saes.1ERI1Y 10 1 OP-NDS oe SELECTED 1Ax 1CTUEER PaloR To CAREFULLY. SCALE:AS NOTED r i - s._1• DATE:09/20/2010 31'-O' 3F-O• 5-I/5-x 5-I/1-PSL POST TO BEAN IN ATTIC • � 12'CORNER BOAR 5JJ• O ` , O S# 1 O Z e U LIVING DINING I iI I Z PWDR RM01 I I ''I ® KITCHEN O v Z e'XGPOST UP TO RID. FALSE CORNER BOAR �• —xr ; `. i m ; ORNER BOARD WITH D'WIDE OZ ', I 'iI i I • I FACE ON GARAGE SIDE.1' FADE ON REAR �p I , . 3-I/1'X 5-1/i'PSL POST A IC . BEAN IN ATTIC I ! i IIIIHT'II�I'II i ` ' I I UJ i « IY n p I 12'CORNER BOAR ® KITCHEN I i D1NItiA I I 31_ I 2 L_I}. 3'-I T-2 i �1' Ala SHFE7INDEX A OIXT ELEVATKN I P1.2F_T3EYATDN I I —CORNER BOARD WITH IT WIDE A2x LOME YELLAN FACE ON GARAGE SIDE,1' A2.2 FIRST FLOOR PLAN � . FACE ON FRONT ] SECOND BOOR PIAN i O O O S uNMiION PNS) E E FlPSi FDLOOP FaAu1NG RISERS AT ERAUINO 5-1/1'PSL P05T UP TO l2B' -1/1'X G-1/1'PSL POST UP TO Al. R OOF FRAMING BEAN IH ATTIC BEAN IN ATTIC m 1 DEraLlxeAvmXes 2-CORNER BOARD AA2 DBTAILDRAWNcs 12'CORN.BRD. OA • l'-IO• �_� '-5 l•-O I T'-O' 3._s. ._5L T'2R DRAWING NUMBER: I FIRST FLOOR PLAN A�� A2] SCALE:I/1'•1'-O' REVISIONS: BY: SECOND FLOOR EXTERIOR DOOR AND WINDOW SCHEDULE ...... ' MIL" O C—EITS A—.... OO A-.... O AND—EN 1—IRSEN A-1 1111 Ll All .0— T. DIMENSIONS AND SPACING OF -IT STRUCTURAL MEMBERS Rloa3=�A Te 1-11A.. ........BY INCLUDING JORTS,BEAMS, POSTS,SCARE SHOWN FOR BIDDING PURPOSES ONLY. SECOND FLOOR INTERIOR DOOR SCHEDULE CY SS T THESE DRAWINGS MUST BE AMPED BY AN ARCHr STRUCTURAL ENGINEER EPRIOROR TO CONSTRUCTION RN FOUNDATION DIMENSIONS SHOULD BE VERHE AFTER NSTALLATION,AND PRIORTO O 2- PURCHASE OF BUILDING MATERIA LS.CMECK AND APPROVE ALL DIMENSIONS, QUANTHIIES AND DSAILS CAREFULLY. O IA..1 R CTGI—1,11GS LISTED --1 SCALE:AS NOTED FULL HEIGHT SECOND STORY S-9. 0. DATE:09/20/2010 .ALL .-o- 5-1/1"X S-1/4'PSL-1 UP t 00. _ �l I TOP 0 WALL BENEATH GABLE 8'_0'ABOVE STAIR LANDING (SHADED�- 51LL OF ROUGH OPENING—1- ABOVE 57AFR LANCIN6 TO S O 3-101— REQUIRED CLEARANCE FOR HANDRAIL BRACKETS. m II TEMPERED GLASS- A .00 BATli TED ATTIC L�IET.E.ATTIC 0. ACCESS kAFC. HATCH I'Xl'POST UP 10 ABOV ABO,- u -011---—-—- 3'-0 a, ------------ LLI PE. 3j SLOPE 0RAFTERS ABOV << CA TO HATCH SLOPE OF ENTRY Roo, FALS FALSE-FRAME SLOPE IN THIS AREA .'3] 'i I 3-1/2'X 5-1/4'PSL POST UP II�—1 , . ail/ w< FULL HEIGHT SECOND SITORWY' ............... T WALL (D 2S ROOF SEARS ON FIRST FLOOR C,, WALL BELOW(SHADED nnsTER &Ala D Al IS F HEETINDEX R=EEUE TION LEVATION 5-1/1'PSL POST UP -1/1-x 5-114-PSL POST I DOW UP 1 WIN FIRSTFLEVELP-AN 00 I) ) EECPNDFIOOR PIAN A2] -PLAN A] .t FOUNDATION P— A2 FwsTFLOORFRA 41NS ILL OF WINDOW'M'FLUSH WITH ATFC SECOND FLOOR M, . AltDETAILDPAWINGS -2 —L—.. DRAWING NUMBER: SECOND FLOOP. PLAN REVISIONS: BY: GEOTECHNICAL/FOUNDATION NOTES: ,,All SLABS ON GRADE: P C•4000 PSI CYCLE 1.THE CONTRACTOR.AS REQUIRED BY EXISTING FIELD CONDITIONS OR THE LOCAL INSPECTIONS DEPARTMENT. �.ADD AIR ENTRAINING AGENT TO MIX FOR CONCRETE EXPOSED TO FREEZE-THAW SHALL OBTAM AND PAY-FOR THE SERVICES OF AN APPROVED AND CERTIFIED TESTING LABORATOR7 TO 5.IN5TALL ALL CONCRETE AS SHOWN ON CRAWNLS INCLUDING FOOTINGS.FOUNDATION WALLS.SLABS AND PIERS PERFORM TESTING AND INSPECTIONS TO VERIFY THE MINIMUM SOIL-BEARING REQUIREMENT OF 3000 PSF. IF CEXCAVATION,BACKFILL AND STRUCTURAL PILL:REFER TO THE GEOTECHNICAL NOTES FOR REQUIREMENTS OF ' SOIL CONDITIONS DO NOT HEFT THE MINIMUM-BEARING REQUIREMENT,THE CONTRACTOR SHALL EXCAVATE THE EXCAVATION.BACKFILL AND STRUCTURAL FILL OF THE 51TE AREA AND PROVIDE CONTROLLED STRUCTURAL COMPACTED FILL TO ACHIEVE THE MINIMUM 601E BEARING t'CCONPAIR OCTE BE POURED KETSH AND HONEYCOMB CE FECTSUSLY WITH NO COLO JOINiS AND ADEQUATELY VIBRATED TO PREVENT REU12" . 2.GEOTEC HNICAL ENGINEER SHALL APPROVE ALL SUBGRADE SOILS PRIOR TO INSTALLATION OF FOOTING FORMS B.REMOVE ALL EXCESS PROJECTIONS AND LOOSE MATERIAL FROM WALL SURFACES AND FILL ALL TIES AN 3. EXCAVATION,BACKFILLING AND GRADING: BLEMISHES WITH GROUT N ON THE DRAWINGS AND 9.RBE NEW O ASTM a.EXCAVATE.BACKFILL,COMPACT AND GRADE THE SITE TO THE ELEVATIONS SHOWA-SIS. GAAP ALL REINFORCING STEEL BILLET STEEL T A GRADE-415 LO MINIMUMOF3ADIAMETERS. SUBMITDEFORMATIONS ALL SCONFORMING 7 SHOP DRAWING 70 THE A5 NEEDED TO MEET CONSTRUCTION REQUIRED BY OTHER CONTRACT DOCUMENTS b.EXCAVATE PROPER DEPTHS WITH ALLOWANCES FOR FILL AND FORMWORK RELATED TO THE STRUCTURES. ENGINEER FOR If BEFORE PABRICATION IS BEGUN. FOOTINGS AND FOUNDATIONS SHALL EXTEND DOWN A MINIMUM OF(1'-O')FOUR FEET BELOW GRADE OR D 10. WELDED WIRE FABRIC(WWF)SHALL CONFORM TO A5TM A-195. WELDED WIRE FABRIC SHALL BE LAPPED L INCHES BELOW FROST LINE.AND BEAR ON UNDISTURBED SOIL INCHES OR ONE SPACE,WHICHEVER IS LARGER.AND SHALL BE WIRED TOGETHER c FOOTINGS AND FOUNDATIONS SHALL REST ON FIRM. UNDISTURBED EARTH, OR CONTROLLED STRUCTURAL ((.INSTALL STEEL REINFORCING.ACCESSORIES AND ANCHOR BOLTS N INDICATED COMPACTED FILL,FREE OF LOOSE MATERIALS- COMPACT GRAVEL FILL IN LIFTS OF NO GREATER THAN c D. INSTALL EXPANSION JOINTS AS DETAILED AND AS INDICAT EO ON DRAWINGS DIMENSK)NS AND SPACING Of INCHES IN DEPTH 13. SAW CUT ALL CONTROL JOINTS ICJ)WHEN PRACTICAL AND PROVIDE SEALANT IN ALL CONTROL JOINTS STRUCTURAL MEMBERS 9.STRUCTURAL FILL SHALL CONSIST OF CLEAR GRANULAR GRAVEL FILL CONTAINING NO DEBRIS OR FOREIGN H. PROVIDE EXPANSION JOINT FILLER WHERE SLABS ON GRADE MEET OR ABUT WALLS INCLUDING J04STS,BEAMS. OR MATTER S. CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS: • a.BACKFILL AROUND STRUCTURES WITH EXCAVATED ORDINARY FILL. DO NOT BACKFILL AGAINST ..FOOTINGS: 3^ PBIDDIN C PURPOSESSHOWN F 5TRUCTLRES UNTIL THEY ARE BRACE D OF HAVE CURED TO DEVELOP SUFFICIENT STRENGTH TO WITHSTAND b.SLABS T GRADE:2" BIDDINGPURPOSESONLY. THE PRESSURES OF BACKFILLING OPERATIONS c.SUPPORE SLABS: '0 THESE DRAWINGS MUST BE T.Do NOT EXCAVATE TO FULL INDICATED DEPTH WHEN FREEZING TEMPERATURES MAY BE EXPECTED.UNLESS O.WALLS(EXPOSED TO EARTH): 2" STAUCTURAANARCHRECTOR FOOTINGS OR SLABS CAN BE POURED IMMEDIATELY AFTER THE EXCAVATION HAS BEEN COMPLETED. IL. PROVICE AND INSTALL ALL NECESSARY TIE BARS. SPACER BARS. CHAIRS. CHAIR BARS AND BOLSTER STRUCTURAL ENGINEER PRIOR PROTECT THE EXCAVATION FROM FROST IFIMMEDIATELY PLACING OF CONCRETE IS DELAYED REQUIRED TO MAINTAIN STEEL IN A RIGID POSITION BEFORE PLACING CONCRETE. ALL SUPPORTS AND TO CONSTRUCTION 4CCESSORIES SHALL CONFORM TO REQUIREMENT5 OF ACI-315. ALL PLACEMENT OF BARS AND INSTALLATION OF ACCESSORIES SHALL CONFORM TO REQUIREMENT OF CRSI NECOIME N DED PRACTICE FOR PLACING FOUNDATION DIMENSIONS GENERAL NOTES:CONCRETE AND REINFORCING: REINFORCEMENT BARS' LF OUNDATION: NO FOOTINGS SHALL BE PLACED IN WATER OR ON FROZEN GROUND. NO CONCRETE FOOTINGS Il. BACKFILL AGAINST WALLS SHALL BE PLACED ALTERNATELY ON EACH SIDE IN 12 INCH MAXIMUM LIFTS. SHDULDB VERIFIED AFTER SHALL BE PLACED UNTIL INSPECTION OF THE EXCAVATION AND VERIFICATION OF BEARING SUITABILITY OF THE WALLS WITH UNBALANCED FILL AND WHERE TOP OF WALLS IS SUPPORTED BY THE FLOOR SLAB SHALL BE INSTARC ASN,OF SOIL ENCOUNTERED. FOOTINGS TO REST ON UNDISTURBED NATURAL SOIL OR ENGINEERED STRUCTURAL FILL. TEMPORARILY BRACED OR SHORED UNTIL THE SLAB IS COMPLETED AND CURED FOR A MINIMUM OF 3 DAYS. PURCHASE OF BUILDING ALLOWABLE SOIL BEARING PRESSURE:3000 LBS PER SQUARE FOOT. 19. DOWELS SHALL Be PROVIDED IN CONCRETE FOUNDATION WALLS AS INDICATED ON THE DRAWINGS. THE MATERIALS.CHECK AND 2.FORMWORK:SHALL COMPLY WITH AG 31l 'RECOMMENDED PRACTICE FOR CONCRETE FORMWORK' CONTRACTOR SHALL COORDINATE THE LOCATION OF THE DOWELS WITH THE PROPOSED HORIZONTAL OR A PPROVE ALL DIMENSIDNS. 3. ALL CONCRETE FORMWORK SHALL BE TIED TOGETHER AND BRACED TO FORM TRUE LINES, SQUARE IA VERE FORCEIMENRCISHALNG HEBE CO TNuOUSRE ) THROUGH ALL CONSTRUCTION JOINTS A5 INDICATED ON THE QUANT AREFULL DDAl15 CORNERS AND PLUMB WALLS CAREFULLY. q.CONCRETE: SHALL BE PROPORTIONED. MIXED AND PLACED UNDER THE SUPERV1510N OF A CONCRETE DRAWINGS CONTROL ENGINEER.CONFORMING TO CURRENT ACI 315. 318 AND 301 STANDARDS. ALL CONCRETE SMALL 20. FOUNDATION WALLS SHALL HAVE CONTROL OR CONSTRUCTION JOINTS AS INDICATED ON THE DRAWINGS. ATTAIN A MINIMUM AVERAGE COMPRESSIVE STRENGTH (F' C) AT 28 DAYS OF AGE TO COMPLY WITH THE JOINTS MUST BE ALIGNED WITH EXISTING ALL JOINTS (WHEN APPLICABLE). GROUT JOINTS SOLID AND W FOLLOWING SCHEDULE: PROVIDE SEALANT AT EXTERIOR JOINT ,.MIX CONCRETE IN ACCORDANCE WITH A5TN C91 b.TYPE AND LOCATION: ..FOUNDATIONS.FOOTINGS AND OTHER CONCRETE:V C 3000 P51 SCALE:AS NOTED • 1 DATE:09/20/2010 31 � 31._11- 31.1 29•-1 3 3•-O. TOP OF FOUNDATION TYPICAL FROST WALL ELEV:O'-B' nu F ________________ _________� z F-__ _____________________ __ r--_ _____ _—_____-- — ING I w I TOP OF FOUNDATION I I I STRIP FOOTI I I F— I J BENE TH fIREWALL TYPICAL STRIP FOOTIN I ffr-- ffI I i I •� I 1 o J I I 3-1/2'LALLY COLUMN I I TYPICAL FULL-HEIGHT 1 3-1/2'LALLY COLUMN(TYPICAL, 1 (/TYPICAL.UNLESS OTHERWISE I I Z FOUNDATION WAL I , tiv 11LE55 OTHERWISE NOTED - OTED) J L_ T ^ A1.Iji\ m ________________ _ O I _______ 1 1 o_1s I Y-c• t'-L- T-�—__ I I U Z __�6___ _____• __ ____ p I Ln I I 1 I 1 (n _____ L�_—__—_L _ WALL TO •_1 -IOJ' I I W 0 1-— L'STEP I I ACCOMMODATE 1 4 I DOW REAR ,:A GARAGE-ELEV:O'-2" I L1 1 + -� BEAM POCKET 1 I TOP OF WALL-ELEV:O'-e- FIREWALL I BASEMENT SLAB-ELEV:O'-9' AND 1- 1 J__: ___---1 - I I O I I I I PARTITION I I I I I D ON EACH y I I 1 IO 51D ._3,. ._O, I 10 •2• 2'-O I I Z o ^' Q Q I 1 I T.O.W.-ELLE V:O'Le I 1 1 12•X,12'%12' I I m Q FOOTING WITH 16) I I I I I 42•%42'X12"FOOTING r-----I 1 I I I I i_____ _ PARALLEL I I mLu,~( I I WITH 15)PARALLEL 6 I J_ �— - J---------�---' 1 S REBAR I I TATL I I 1 I REBAR EACH WAYS— I 1 I�~ i-� I I ---Hrt ACH WAY I I D y —_ _ I 's HE 1 I T� I I+" I I I 1 I I q C D _ I (nv� ,1•SCHED 10 PIPE /SIO i 1 p I 1 I qC PIPE I I lL' U CowMN-1-� I 1 ownN I I BEAM POCKET 1 G 1 I 1 aQOQ I I 1 1 I AGM SLA K�Q I 1 .OOM TYPICAL I I I 1 I I I I ARAGE SLA ------_, 1 I ^ D I STRIP I 1 I I 2"PITCH TOWARDS DOOR DO R I FOOTIN 1 , I I FOR RAINAO5— ELEV:O'JO• I o •-0• D n•-c 20 ,1 I ,�1 0 I I I I , I I I I I 1 I 1 1 I I r I EAR OF GARAGE-ELEV:O'-2• I I TOP OF WALL I-ELEV:o•-B• I I SHEETINDEX I 1 ASEMENT BLAB-ELEV:0'-B' I / I A1.1 FROM ELEVATION TYPICAL FULL-HEIGHT I 1 1 1 '-31 1 1 I I I I AT2 REAR ELEVATION FOUNDATION WALL I I I I I I EAI POCKET I I ^" I I I I I I I I Az1 LowER L6VEL FV.N L—__J L_______________I____ _____._____J _+ -___T I 1___--____-- ____._J I P22 PRST BOOP anN I / _o � I L 1 1 I I i Aza sEcoND FLOOR M.A. n�_J I I N.1 FOUN-1-MN L __ENCHMARK: T I --___ J AS.2 FIRSTFLODRFRAMINO -- 7ARAG€-5CATS�-D7ldR— L_j i---------------- - _ ELEV:0'-O L__ ' Al] SEI FRAFLOOR FRAMING I s A KFRAMING ------J 1 ROOF FRAMNIG AU A41 DET AILDRAWINOO L _______________ JL Ane OETAILDRAWNOS ) TYPICAL FULL HEIGHT FOUNDATION WALL S'-A• DRAWING NUMBER: A3ol eFOUNDATION PLAN A3.1 SCALE:I/,1' I'-O" REVISIONS: BY: GENERAL NOTES-FRAMING: t.FRAHING MEMBERS ARE SHOWN ON THE FRAMING PLANS AND BUILDING CROSS SECTIONS. GENERAL LEGEND OF FRAMING SYMBOLS: CONTRACTOR SHALL REVIEW ALL DRAWINGS FOR COMPLETE REVIEW OF ALL STRUCTURAL FRAMING REQUIRED 1.THE CONTRACTOR SHALL FURNISH ALL NECESSARY BRACING TO RESIST STRESSES DUE TO DEAD LOADS. TO COMPLETE THE PROJECT. IN GENERAL,PORTIONS OF THE FRAMING MEMBERS ARE NOT SHOWN FOR /— FLUSH FRAMED BEAMS WITH UIND AND THE OPERATION OF ERECTION EQUIPMENT. SPECIAL TEMPORARY BRACING SHALL BE PROVIDED CLARITY S®\ POST UP I HANGER FOR HEAVY FRAMING AS REQUIRED TO HOLD THE MEMBERS AGAINST POSSIBILITY OF DISPLACEMENT UNTIL R.BEARING LENGTH SHALL CONFORM TO MANUFACTURER'S SPECIFICATIONS. BEARING ACROSS FULL WIDTH S / COMPLETION OF PERMANENT CONNECTION. TEMPORART ERECTION BRACING SHALL Be PROVIDED TO HOLD ALL BEAMS IS REQUIRED. PROVIDE BLOCKING/STIFFENERS AS REQUIRED FOR ALL BEARING POINTS AND AS FRAMING SECURELY IN POSITION. REMOVE TEMPORARY BRACING ONLT AFTER PERMANENT MEMBERS ARE IN REQUIRED BY THE MANUFACTURER. O POST GOWN PLACE AND FINAL CONNECTIONS MADE. 9.PROVIDE DOUBLE JOISTS UNDER ALL PARTITION LOCATIONS �i� ].OMISSION OF DETAILS: WORK NOT PARTICULARLY SPECIFIED IN THE SPECIFICATIONS OR DETAILED ON THE IO.UNLESS OTHERWISE NOTED ON THE DRAWINGS.ALL HEADERS FOR OPENINGS IN INTERIOR BEARING WALLS ,I pU I\ POST UP 1 DOWN BEAM BELOW JOISTS CONTRACT DRAWINGS,BUT INVOLVED IN CARRYING OLT THEIR INTENT OR IN THE COMPLETE AND PROPER SHALL BE MINIMUM OF f2)2'X E'BUILT UP w11H ONE LAYER OF X'PLYWOOD `�—// EXECUTION OF THE WORK,19 REQUIRED AND SHALL BE PERFORMED BY THE CONTRACTOR II.UNLESS OTHERWISE NOTED ON THE DRAWINGS ALL HEADERS FOR EXTERIOR WALLS SHALL BE 13)]XB'BUILT 3.ALL FRAMING SHALL BE INSPECTED AND IF REQUIRED BY FIELD CONDITIONS,ADDITIONAL CONNECTORS AND UP WITH TWO LAYERS OF X'PLYWOOD • LALLY COLUMN HANGERS SHALL BE INSTALLED FOR FLLSH FRAMING CONNECTIONS TO MAKE ALL JOINTS STRUCTURALLY I].ELSE.LUMBER AND LAMINATED VENEER LUMBER ILVLI: SOUND. e.ALL LAMINATED VENEER LUMBER fLVL)SHALL BE VERSA-LAM'AS MANUFACTURED BY BOISE CASCADE OR JOISTS ATTACHED TO FLUSH 1.FRAMING CONNECTORS: APPROVED EQUAL. MINIMUM GRADE Fb=3100 PR.Fc 50 pu,E-2.000000 P. 0 SCHEDULE 10 PIPE COLUMN FRAMED BEAM WITH HANGERS e.FOR STANDARD INTERIOR APPLICATIONS:ALL JOIST AND BEAM HANGERS SHALL BE HOT DIPPED b.INSTALLATION SHALL CONFORM TO THE MANUFACTURER'S SPECIFICATIONS AND GUIDELINES GALVANIZED(GLO)UNITS AS MANUFACTURED BY SIMPSON.OR AN APPROVED EQUAL. 13.PREFABRICATED WOOD I-JOIST5: DIMENSIONS AND SPACING OF b.FOR EXTERIOR APPLICATIONS OR IN CONTACT WITH CONCRETE SURFACES FOR ATTACHING TO PRESSURE ,ALL PREFABRICATED I-JOISTS SHALL BE MANUFACTURED BY BOISE CASCADE,OR AN APPROVED EQUAL. STRUCTURAL MEMBERS TREATED LUMBERI ALL HANGER AND CONNECTORS SHALL BE TRIPLE GALVANIZED fGIeS)Z-MAX UNITS OR 6.IN 5TALLATION SHALL CONFORM TO THE MANUFACTURER'5 SPECIFICATIONS AMC GUIDELI NE5 INCLUDING STS.ETCARE STS,BEAMS, STAINLESS STEEL.AS MANUFACTURED BY SIMPSON OR AN APPROVED EQUAL. :.INSTALL ALL 1-JOISTS TRUE TO LINE AND LEVEL.IN ACCORDANCE WITH THE MANUFACTURER"5 POSTS,EIC ARE SHOWN FOR c.BOLTS: ALL BOLTS SHALL BEA MINIMUM X'DIAMETER,NOT DIP GALVANIZED WITH APPROPRIATE NUTS INSTRUCTIONS.AT A SPACING SHOWN ON THE DRAWINGS. DO NOT FIELD CUT I-JOISTS. BIDDING PURPOSES ONLY. AND WASHERS. II.PROVIDE TEMPORARY BRACING TO HOLD JOISTS IN PLACE UNTIL PERMANENTLY SECURED. PLACE GENERAL NOTES: THESE DRAWINGS MUST BE 5.STEEL PIPE COLUMNS: ALL COLUMNS SHOWN SHALL BE A.I.S C.STANDARD WEIGHT PIPE WITH 3-1/2'OUTSIDE PERMANENT BRIDGING.BRACING AND ANCHORS TO MAINTAIN JOISTS STRAIGHT AND IN CORRECT POSITION AN DIAMETER AND COLUMNS; WALL THICKNESS. ALL STRUCTURAL STEEL TUBE AND PIPE COLUMNS SHALL HAVE A BEFORE INDUCING LOADS. ALL UNLABELLED P057S ARE TO BE DIMENSIONAL LUMBER. POST WIDTH MUST MATCH OR EXCEED STAMPEDB L1MDI1 ARCHITECT OR MINIMUM YIELD 0.2 U L ',-35 IAC Eu AND CONFORM TO ASTM A53-5. ALL STRUCTURAL STEEL WORK SHALL ..PLACE HEADERS AND SUPPORTS TO FRAME OPENINGS REQUIRED. FRAME OPENINGS BETWEEN JOISTS WIDTH OF BEAM/HEADER ABOVE.AND FILL ENTIRE DEPTH OF WALL CAVITY LIE:1'POST IN 2'X1' STRUCTURAL ENGINEER PRIOR BE IN ACCORDANCE WITH A.I.S.C.MANUAL WITH REQUIRED LUMBER. COORDINATE PLACEMENT OF SHEATHING. WALL,L'POST IN]'XL'WALL) TO CONSTRUCTION L.CARPENTRY/LUMBER: INSTALL ALL ROUGH AND FINISHED CARPENTRY AND ROUGH AND FINISHED HARDWARE 2.5T5 INDICATED AT SIDES OF WINDOW/DOOR OPENINGS TO BE ID]'Xa'KING STUD AND f]) INCLUDING FRAMING,SHEATHING.FURRING AND TRIM. SIZES ARE NOTED ON DRAWINGS. FRAMING LUMBER. ]'%L-JACK STUDS EACH SIDE. FOUNDATION DIMENSIONS TIMBER AND OTHER ROUGH WORK SHALL BE PROPERLY FRAMED.CLOSELY FITTED,ACCURATELY SET TO ALL POSTS(PSL OR DIMENSIONAL LUMBER)ARE TO HAVE APPROPRIATE SIMPSON COLUMN CAPS SHOULD BE VERIFIED AFTER REQUIRED LINES AND LEVEL. SPECIAL FRAMING OR CONSTRUCTION NOT EXPLICITLY SHOWN OR SPECIFIED AND BASES INSTALLATION,AND PRIOR TO SHALL Be PROVIDED AS REQUIRED TO COMPLETE THE WORK. STRUCTURAL MEMBERS SHALL PROVIDE FULL INSTALL SOLID BRIDGING PSOUASH BLOCKS']BETWEEN JOISTS AT ALL POST BEARING LOCATIONS. CONTACT AT ALL BEARING SURFACES. PROVIDE HORIZONTAL OR DIAGONAL BLOCKING AND BRACING FU ALL FLOOR SHEATHING TO BE S/1'TIG WITH APPLIED WITH SUSPLOOR ADHESIVE. PURCHASE OF BUILDING ALL LOAD BEARING WALLS,SURFA,COLUMNS AMC POSTS. ALL WALL SHEATHING TO BE 1/2'COX. INSTALL CONTINUOUS TYVEK WITH TAPED SEAMS MATERIALS.CHECK AND e.LUMBER:MINIMUM GRADES-ALL DIMENSIONAL LUMBER USED FOR FRAMING.STUDS,BLOCKING.ETC SHALL ALL ROOF SHEATHING TO BE 5/8'COX. INSTALL CONTINUOUS DUPONT ROOFLINER WITH LIKE SHIELD APPROVE ALL DIMENSIONS, AS NOTED IN DETAIL DRAWINGS QUANTITIES,AND DBAIU BE H M GRADE: CAREFULLY. LNIMSPRUCE/PINE/FIR ISPF)¢I/¢2.F10 pu.E 1.100.000 pm u.2 X B: SPRUCE/PINE/FIR SPF)]¢I/¢2.F-6�191210 pu,E=-11Q0,000 pr in.2 X 10: SPRUCE/PINE/FIR ISPF)¢I/¢2,FD=1105 pu.E=1.100,000 pu 2 X 12: SPRUCE/PINE/FIR ISPF)¢I/¢2,Fb-1005 PSI.E-I,100.000 Pu b.P.T.LUMBER-ALL DIMENSIONAL LUMBER USED FOR EXTERIOR DECK FRAMING OR IN CONTACT WITH GROUND OR CONCRETE SURFACES SHALL BE MINIMUM GRAOB SOUTHERN PINE]SPI¢2 BASE ADJUSTED FOR TREATMENT Fb-IOII pd.E=1,100,000 R- SCALE:AS NOTED ( / DATE:09/20/2010 DOUBLE RIM JOIST PARALLEL TO FIREWALL DOUBLE RIM JOI5T U U U 2)1-3/4'X 9-1/1'LVL FLUSH / (2)7.10'FLuSN FRAME p O 0 FRAMED BENEATH PARTITION u 73 x % X X UE) I Z 21 I-3/1'X 9-1/2'LVL BELOW O / - JIOSTS - - -ER == = == Uz 1 X 9-1/]-LVL BELOW 11- --- _-� -- -- -��J'--- / I 1 O JOIST U 21 2'X10-PLUSH FRAMED \ n' ]"XL'BEARING WALL BELOWD 2'X10"?IL'OC 2-XIO'!IL'OC -1/�'X 10'LVL FLUSH AT TOP /O U U � u, r : u INSTALL BRIDLING AT MID-SPAN \ z ITTPICAL X N57ALL BRIDGING AT MID-51PAN Q Q (TYPICAL) T (3)1-3/1'X 9-I/2'LVL BELOW YL JOIST ])]'XIO'FLUSH FRAMED jfJ Q -- -- --- - -- JOISTS �/ U f31 -3/1-X 9-1/1'LVL FLUSH ]I 2'XIB'PLUSH FRAMED O FRAME _ U p 3)1-3/1'X 9-1/1'LVL FLUSH \ FRAMED rilii 2'X10' IL'OC ...y_ ._.. ._.._ .._. _.._. .._ 2'X10'!IL'OC O � X X (])2'%ID'FLUSH FRAMED Al.JOISTS/1 X H'LVL BELOW A1.1 FRONT SHEET INDEX ELEVATEKY KN1 BENEATH PARTITIO TKI AZ 1 L RLE LP AN Al2 FIRST FLOOR PLAN A21 SECOND FLOOR PLAN 2'X10' IL-OG OUBLE RIM JOIST SIECONO FLOOR FRAMNG 5-1/1-X IB'LVL FLUSH AT TO ]11-3/1'X 11-1/8'LVL PLUSH ATTK FRAYING FRAMED 0 Rou'FRANIND AA1 DETAIL-"SS OUBLE RIM JOIST AAI DETAIL DRAWNI DRAWING NUMBER: I FIRST FLOOR FRAMING PLAN A3D2 A3.2 SCALE:1/1'-1'-O' REVISIONS: BY: LEGEND OF FRAMING SYMBOLS: I 1 POST UP I FLUSH FRAMED BEAMS WITH HANGER • O POST DOWN 1 051 UP L DOWN BEAM OR HEADER BELOW JOISTS • LALLT COLUMN O SCHEDULE 40 PIPE COLUMN I JOISTS ATTACHED TO FLUSH FRAMED BEAM WITH HANGERS DIMENSIONS AND SPACING OF STRUCTURALMEMBER5 INCLUDING TOES,BEAMS. POSTS,ETC ARE SHOWN FOR BIDDING PURPOSES ONLY. GENERAL NOTES: THESE DRAWINGS MUST BE STAMPED BY AN ARCHITECT OR ALL UNLABELLED POSTS ARE TO BE DIMENSIONAL LUMBER. POST WIOTH MUST MATCH OR EXCEED STRUCTURAL ENGINEER PRIOR WIDTH OF BEAM/HEADER ABOVE.AND FILL ENTIRE DEPTH OF WALL CAVITY IIE,4'POST IN 2'X, 70 CON57RUCTION WALL,c'POST IN 2'XV WALL) POSTS INDICATED AT SIDES OF WINDOW/DOOR OPENINGS TO BE n)2'Xc'KING STUD AND 12f FOUNDATION DIMENSIONS 2'X6'JACK STUDS EACH SIDE. VERIFIED ALL PDS75(PSL OR DIMENSIONAL LUMBER)ARE TO HAVE APPROPRIATE 5111150.COLUMN CAPS INSTALLATION,AND S D PRI RTO AND BASE INSTALL SOLID BRIDGING I'SOUASH BLOCKS')BETWEEN JOISTS AT ALL POST BEARING LOCATIONS. PURCHASE OF BUIL DING ALL FLOOR 5HEATMING TO BE 3/1'TIG WITH APPLIED WITH SUBFLOOR ADHESIVE. MATERIAL S.CHECK AND ALL WALL SHEATHING TO BE 1/2'COX. INSTALL CONTINUOUS TYVEK WITH TAPED SEAMS APPROVEAL DIMENSIONS, ALL ROOF SHEATHING TO BE 5/B'COX, INSTALL CONTINUOUS DUPONT ROOFLINER WITH IIW SHIELD QUANTIT IES.AND DETAILS AS NOTED IN DETAIL DRAWINGS CAREFULLY. SCALE:AS NOTED DATE:09/2D/2010 C DOUBLE RIM JOIST PARALLEL TO FIREWALL OUBLE RIM JOIST 13)I-3/1'XII-T/.'LVL HEADER BELO Ln (2)2'X12'FLUSH FRAMED BENEATH PARTITION /13 U N5TALL BRIDGING AT MID-SPAN O IT T PICAL) 2'X13'd IC'OC � I In z Q u D 2)L 1-3/N'X II-T/B'LVL HEADER U z O O D BE OW JOISTS V 2)2'X12'FLUSH FRAMED 1I % K BENEATH PARTITION ul O 12)2'X1]'FLUSH FRAME O 0 2'X1]'9 OC a Q 2)]'X12'FLUSH FRAMED BENEATH PARTITION nn,, 11 (3)1-3/4'X U-T/E'LVL HEADER 3)2'X12'LVL HEADER BELOW Q BELOW JOISTSJOISTS U I(7I 2)2'X12'AT EDGE OF LANDING U O I 2'X12'+IC OC 0 -1/H'LVL OR.TEFL I-BEAM FRAMED FLUSH AT ENDSBOTTOUP. J • TOP RI BEAM EXTEND.UP INTO DOUBLE RIM JOIST a F' EXTERIOR WALL ABOVE. SHEET INDEX R % A1.1 RTELEVATIDN HEA A1.2 PEAR EIEVATIGN (3)2'X12'FLUSH FRAMED A2T LOWER LEVEL PIAN BENEATH PARTITIO A2L 2 c a SECONDFLDORFIAN 13)2'X10'HEADER WITH �, FSwsT Floors FRAMING -- {E -- -DOUBLE RIM JOIST PLYWOOD FILL. TYPICAL. I �O�pMModi Fwu11N0 UNLESS OTHERWISE NOTED ME A A5.5 ROOF FPAMRIG ___ _ ALI DETAIL DRAWINGS __________________________�- _-___ •3)]'X12'HEADER WITH AQ2 DETAIL ORAWWGS PLYWOOD FILL ACROSS ENTIRE WIDTH OF ENTRY. SILL OF • WINDOW ABOVE FLUSH WITH SECOND FLOOR • DRAWING NUMBER: A3.3 SECOND FLOOR FRAMING PLAN _ REVISIONS: BY: LEGEND OF FRAMING SYMBOLS: . /®T POST UPPLUSH FRAMED BEAM$WITH lel II HANGER - O POST DOWN POST UP 1 OOWH BEAM BELOW JOISTS • - • LALLY COLUMN JOISTS ATTACHED O SCHEDULE 40 PIPE COLUMN _ I PLUS. NI FRAMED BEAM WITH HANGERS DIMENSIONSAHD SPACING OF SIRVCNRAL MEMBERS • - POSTS,ETC ARE SHOWN FOR - GPURPOSESONLY.' - GENERAL NOTES; IMESE(HESE DRAWPIGS MUSE BE _ ALL UNLABELLED POSTS ARE TO BE DIMENSIONAL LUMBER. P05T WIDTH MUST HATCH OR EXCEED SIAUCTURAMPED ANGINEER WCT R WIDTH OF BEAM/HEADER ABOVE.AND FILL ENTIRE DEPTH OF WALL CAVITY IIE:4'POST IN 2'X4' ARUCIIIRAL@iWNEER PRIOR WALL.C POST'IN 2'XV WALL) TO CONSTRUCHON POSTS INDICATED AT SIDES OF WINDOW/DOOR OPENINGS TO BE M 2-XV KING STUD AND 121 2'XL'JACK STUDS EACH SIDE. FOUNDATION DLWENSIONS ALL POSTS(PSL OR DIHENSIONAL LUMBER)ARE 70 NAVE APPROPRIATE SIMPSON COLUMN CAPS SHOULD SEVEMSDAFER • AND BASES' - - - WSFALLATION,MCIMORTO • INSTALL SOLID BRIDGING('SQUASH BLOCKS')BETWEEN JOISTS AT ALL POST BEARING LOCATIONS. PURCNASEOFBURDING • ALL FLOOR SHEATHING TO BE 3/4'TIG WITH APPLIED WITH SUBFLOOR ADHESIVE MATERIALS,CHECK AND • ALL WALL SHEATHING TO BE 1/2'COX, INSTALL CONTINUOUS TTVEK WITH TAPED SEAH5 APPROVEALLDWA IONS, AtL ROOF SHEATHING TO BE SYS'CDX. INSTALL CONTINUOUS DUPONT ROOFLINER WITH'lIW SHIELD OUANIRIES,AND ORALS AS NOTED IN DETAIL DRAWINGS . CAREFULLY. C-OMS-UL- NT RE EW K E �. ROB ER i . N4..JAI A°.ICFiA�L �T. ' GILL � R lfrt" lL P.E. 9-28-/O Ay �� $ Q•i• SCALE:AS NOTED ��•+� OATE:09120/2010 (3)2'X10'HEADER u TH PLYW000 FILL.TYPICAL,UNLESS - - OTHERWISE NOTE O LA O CEILING JOISTS IT IN TO 1 U $IDE OF RAFTER WITH MIN IB)IGD NAILS PER CONNECTIONC 0 I ^'O zI U .�•RS (3)I-3/4'X II-I/4'LVL FLUSH FRAME X ATTIC tN HATCH EE -- _ _ _ __ - w O. - M TC U z� 5-1/4'X H'LVL FLUSH AT TO Q_Q S (2)1-3/4'X N-V4'LVL FLUSH Q FRAMED— ful -' - ---�7)7'X17'FLUSH FRAHED w C) O 43X12)2' 'FLUSH FRAME O O U U ,O 7)7"X12' - U SHEETINDEX ALt iTiDN[B vA— At2 AEARELEVATBN Alt LD—UN'EL— A22 FCt IOORNAN . __ AZT SECRDROCR PIJIN -- _ — _ - All FOUNWTKk1 PtAlI 2'X10'-IG'OC 3)1-3/4'X D-T/B'LVL FLUSH Alt BaSTFLOdR FRANIn7 FRAMED - AT] SECaNO FLOMPoUNwG ASO ATHCFR— ' - - Axs aooFFluHH4;c — _- AAt DETAM1DRAMNIDS Alt DEFAILwlA— DRAW WG NUMBER: AVO4 - eCEILING / ATTIC FRAMING A3.4 SCALE:1/T�I'-O' �BEVISEO 9-28-/O REVISIONS: BY: LEGEND OF FRAMING SYMBOLS: �®� POET UP I�HANGERRAMED BEAMS WITH S �OP057 DOWN POST UP 1 DOWN BEAM BELOW JOISTS • LALLT COLUMN • O SCHEDULE 10 PIPE COLUMN jj� JOISTS ATTACHED TO FLUSH FRAMED BEAM WITH HANGERS DIMENSIONS AND SPACING OF STRUCTURAL MEMBERS INCLUDING JOISTS.BEAMS, POSTS,ETC ARE SHOWN FOR BIDDING PURPOSES ONLY. GENERAL NOTES: THESE DRAWINGS MUST BE ALL UNLABELLED POSTS ARE TO BE DIMENSIONAL LUMBER. P05T WIDTH MUST MATCH OR EXCEED STAMPED BY AN ARCHITECT OR WIDTH OP BEAM/HEADER ABOVE.AND FILL ENTIRE DEPTH OF WALL CAVITY 1111 1'POST IN 2'11' STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION WALL,L'POST IN]"XL'WALL) POSTS INDICATED AT SIDES OF WINDOW/DOOR OPENINGS TO BE(1)]'Xc'KING STUD AND 12) 2_'JACKSTUDS EACH SIDE. FOUNDATION OLMENSIONS ALL POSTS IPSL OR DIMENSIONAL LUMBER)ARE TO HAVE APPROPRIATE 51M"ON COLUMN CAPS 5HOULDBEVERIFIMARER AND BASES INSTALLATION.AND PRIOR TO INSTALL SOLID BRIDGING('SQUASH BLOCKS')BETWEEN JOISTS AT ALL POST BEARING LOCATIONS. PURCHASEOF BUILDING ALL FLOOR SHEATHING TO BE 3/1'TIG WITH APPLIED WITH SUBFLOOR ADHESIVE. MATERIALS.CHECK AND ALL WALL SHEATHING TO BE 1/2'COX. INSTALL CONTINUOUS TYVEK WITH TAPED SEARS APPROVE ALL DIMENSIONS ALL ROOF SHEATHING TO BE 5/B'CDX. INSTALL CONTINUOUS 0,111 ROOFLINER WITH IIW SHIELD QUANTRIES.ANDODAILS AS NOTED IN DETAIL DRAWINGS CAREFULLY. ALL ROOF RAFTERS 2"X10'a Ic" SCALE:AS NOTED OC UNLESS OTHERWISE NOTED DATE:09/20/2010 ADJUST OVERHANG OF SOFFIT TOP OF WALL 8'-0'ABOVE AREQUIRED FOR EQUAL SAVE STAIR LANDIN HEE IGHTS. SEE DETAIL 3 ON SHEET Al2 UPPER TIP OF GABLE r OVER-FRAMED ONTO MAIN ROOF 1 I L,() BELOW, 2"X10'RAFTERS ON I II 2'X12'CLEAT i I u a 8'OVERHANG AT FLT RAFTER I OF UPPER GAEL I N z I _ = ARAGE GABLE BEAON I 1 } 2'XL' RS CLEAT ON TOP OF Z POST DOW I m -==3= - U O U — SECOND FLOOR O �/ Ir , 12'OVERHANG AT FLY RAFTER I I __ _ �1 �1�I Ln OF LOWER ENTRY GABLE (DASHED OVERHANG AT FLY RAFTER Q I hl O U "RIDGE'OF ENTRY GABL w I a I I 12/12 PITCH—I I ,Z( RAFTERS AND CEILING JOISTS J W —12/12 PITCH NAILED TOGETHER AND I I I ATTACHED TO BEAM IN ATTIC FRAMING WITH DOUBLE JOIST I I 2'X10'RAFTERS IL'OC. HANGERI ^# 1 3/12 PITCH 11� 1.1.1 Q 2'X10'RAFTERS s IG'OC U U i� r –1—ppe. 11 01 GAMIM J I I OVER-FRA ED ONTO MAIN ROOF O 1 I I IL BELOW. 2'X10'RAFTERS ON L ii II I RAFTERS BEAR ON FIRST FLOOR WALL o II I E RAFTER AT EDGE OF ALL HIP RAFTERS AND RIDGES i'/ ''T 1 I GABLEAt t SHPO NT ENDS LVL UNLESSRI I I I A1.2 REAP ELEVATION OTHERWISE NOTE I ARAGE GABLE BEARS ON pT1 LOST FUCOF PAN CLEAT ON TOP OF .1 FIRST FLOOR RAN L � SECOND FLOOR ATS sEfdAFLooR PLAN _________ N.l FOONDATION iIAx A].T F1P5'I FLOOD FPAMINO 1 --12/12 PITCH I I A]] sECOIIOFLOOP FRAwrvc AATTIC FRAMING ABLE OVER-FRAMED ONTO AL S,5 ROOF FRABBK: LMAIN ROOF BELOW. RAFTERS ON 2'X12'CLEALEA ToETNL ORAvnNOs M2 DETAIL CRAVANGS ° 2.OVERHANG AT FLY RAFTER N DRAWING NUMBER: 1 ROOF FRAMING PLAN A3.E SCALE:1/1'-1-0' REVISIONS: BY: SLOPE GRADE AWAY FROM 1 DOORS FOR DRAINAG 1'LONG 11 REBAR•21'OC BENT AT 50 1'THICK GARAGE SLAB PITCHEED TOWARDS DOOR FOR DRAINAG 1'X4'WI.4XL1 WELDED WIRE FABRI LMIL VAPOR BARRIE - - DIMENSIONS AND SPACING OF M146-COMPACTED GRAVEL 51RUCIURALMEMBER3 CONTINUOUS v5 REBAR ENTIRE INC LU D ING JOISTS.BEAMS, WIDTH OF DOOR OPENIN POSTS,ETC ARE SHOWN FOR Y (2)PARALLEL v4 REBAR IN TOP ]'CLEAR(TYPICAL) BIDDING PURPOSES ONLY. F D•OF WALL THESE DRAWINGS MUST BE STAMPED BY AN ARCHITECT OR / 2•TACK RIGID INSULATIO STRUCTURAL ENGINEER PRIOR I IDLE TERMINATES AT EACH SIDE OF L / INSTALL WATERPROOFING 10 IO CONSTRUCTION MEMBRANE ON EXTERIOR OF fWNDATION DIMENSIONS CONCRETE BLOCK STOPS Y BELOW FIREWALL WITH P'AIRSPACE TO FOUNDATION ITYPCIAL ROOF SHEA TANG. FILL VOID WITH CONCRETE.SUPPORT AND OF RIDGE = SHDULD BN.AN PRIG T COMPRESSED L•BATT OF FIBERGLASS WITH 1'Xi'POST DOWN TO SECOND Y INSULATIO I " I I I FLOOR WALL.(NOT SHOWN) INSTALL HORIZONTAL'DURAWALL �/� INS-TERII I.S. CHECK N 70 LADUR n1'IN MORTAR JOINT EVERY PURCHASE OF BUILDING OTHER COURSE OF BLOCK(EVERY IG' y/ = MATERIALS.CNKK AND COMMON RAFTER WITH I/I'AIRSPACE SLAB AT GARAGE DOOR OPENING II I ii I II I To MASONRY.FOR SIZE AND SPACING MING APPROVE ALL DIMENSIONS, A1J SCALE: /]' I'-O' OUANTMES,AND DETAILS CAREFULLY. II I I I I I _ /_ r I� I II I71 CUT TOP OF BLOCK]•BELOW TOP OF RAFTER,FOLLOWING SLOPE ROOF. INSTALL VERTICAL v5 REBAR MAX I II I II I II ALLOW j-AIRSPACE BETWEENN BLOCK n / 1'-O'OC ALONG ENTIRE LENGTH OF WALL AND RAFTER AT EACH SIDE. s= _ -__�•^ "'- WANU REBAR TO TI INSTALLED I II I I I I I COMPRESS L'BATT OF FIBERGLASS // 3-1/2'LALLU COLUNN ED, CONTINUOUS FROM FOOTING TO TOP OF WALL. FILL CORES WITH CONCRETE I I I I I INSUL ATION INTO 2'VOID BETWEEN SCH-10 PIPE COLUMN IF NOTED REWALL AND ROOF SHEATFUN r I 4'CONCRETE SLA XCONCRETE STRIP FOOTING NG ON UNDISTURBED SOIL II I HORIZONTAL BOND BEAM AT ATTIC - -- ATTIC JOISTS OR COMPACTED PILL_ II I LEVEL WITH(2)v4 REBAR.FILL WITH += F=�F=== v, _yT� '"'_ 4« �..is.:.= II I I I I I CON CRET �- -�� .`-. - 1' O SCALE:AS NOTED / _ ___ ___ _ _ - - - - - 13)PARALLEL v5 REBAR ENTIRE II I I I I I I INSTALL HOR120NTAL•DURAWALL LENGTH OF FOOTIry LADUR v1•IN MORTAR JOINT EVERY =T. DATE:09/20/2010 II II I II II OTHER COURSE OF BLOCK(EVERY IL' TYPICAL STRIP FOOTING HORIZONTAL BOND SUSAN AT ATTIC L--IL INSTALL HORIZONTAL"DURAWALL .'_JL.. L.__v..------_.B A.....-_r...s._ q1.1 SCALE.I/]' LEVEL WTH(2)v1 REBAR. FILL WITH .I I„I- LADUR v9'IN MORTAR JOINT EVERY I ' CONCRETE. fILIf--ATTIC JOISTS_ SEE ATTIC FRAMING OTHER COURSE OF BLOCK(EVERY IL' ( ( (RST FLOOR SYSTEM _ 1 PLAN FOR SIZE AND SPACING p - HORIZONTAL BOND M AT FIRST -�- - --- --(--u --- --- -- a Z BEA FLOOR LEVEL WITH(2)e1 REBAR.FILL `-. '�'! 'P""- i-=' �_.r�_T•�_�.. O WITH CONCRET • - INSTALL VERTICAL e5 REBAR MAX ++MFS h-i•�^v�5ii'�-�"'� j 1'-O'OC ALONG ENTIRE LENGTH OF e - L o WAIL. REBAR TO BE INSTALLED INSTALL VERTICAL v5 REBAR MAX n II U .._a....s-�._..•.. ° -a--_.------ti---.- .- EXTERIOR STUD WALL CONTINUOUS FROM FOOTING TO TOP 4•-O'OC ALONG ENTIRE LENGTH ED 7 O INSULATED WITH FULL-DEPTH n/ OF WALL FILL CORES WITH CONCRETE, ALL. REBAR TO TI INSTALLED /2'C O PLYWOOD SHEATHING IY CONTINUOUS FROM FOOTING TO TOP FIBERGLASS INSULATIO OP WALL. FILL CORES WITH CONCRET WITH CONTINUOUS TYVEK. TAPE ALL SEAMS FIRST VERTICAL REBAR I'-O' FLOOR JOISTS. SEE FRAMING G.N. In I FROM MAXAX I- ASEMENT SLAB PLAN FOR SIZE AND SPACING. w r DOTING INSULATE WITH MIN RI /8'GALVANIZED ANCHOR O BOLTS LET INTO FOUNDATION TYPICAL FOUNDATION WALL2'XL•_ (])PT SILL MAX Y-O'FROM EACH CORNER , AND L'-O'OC ALONG UALLZ 5 U NSULATED 2'X1'STUD WALL WITH 1/2' RADE MIN B'BELOW TOP OF AIRSPACE TO MASONRY SILL INSULATION— In FOUNDATION �N ANE `--------------------- - -------------_- --- ' -w STERPRCOFING MEMBR _ INSTALLED FROM FOOTING UP INSTALL HORIZONTAL'DURAWALL 3L'WIDE X IB'DEEP FOOTING _ TO GRADE LEVEL > I'-O'MAX�� -1'-O•MA '-O-MAX BENEATH FIRE WALL 1/]'PREMOIOED JOINT FILLE.� - D LADUR e1•IN MORTAR JOINT EVERY WITH(5)PARALLEL a5 REBAR 1'THICK CONCRETE SLAB WITH °� -✓"ILTER FABRIC O U OTHER COURSE OF BLOCK(EVERY IG' ALONG ENTIRE LENGTH L'Xc'WI.4X1.1 WELDED WIRE - - - - - Q IS VERTICAL STEEL TO REBAR FABRIC I IN FOOTING(TYPICAL) p PERFORATED PERIMETERZ L MIL VAPOR BARRIE DRAIN ABOVE FOOTING IN BED �l Q MIN G-COMPACTED GRAVEL OF CRUSHED STONE HORIZONTAL BOND BEAM AT FIRST 30•% Z. FOOTING MIN 1'BELOW TYPICAL FIREWALL - SIDE VIEW IS) E TIIREPARALLEL LENGTH REEIAR ALONG NG. GRADE FLOOR LEVEL WITH 12>v4 REBAR. FILL Z•-L �_Q WITH CONCRETE. ECOND FLOOR JOISTS. SEE SECOND FLOOR FRAMINGPLAN FOR SIZE AND A1.) SCALL-:I/]' Y-O' MELD UP]'FROM SOTTO SPACING NSTALL DOUBLE RIM JOIST AT EDGE TYPICAL FOUNDATION WALL 0 U OF FLOOR WHERE JOISTS RUN PARALLEL TO FIREWALL. MAINTAIN q1J SCALE:I/2' Y-O' /) 1/2'AIRSPACE TO MASONRY V INSTALL HORIZONTAL'DURAWALL LADUR a1•IN MORTAR JOINT EVERY EPORTION OF WALL NATCHEg DETAITA( OTHER COURSE OF BLOCK(EVERY IG' 2'X1•STUD WALL WITH PT BOTTOM LS SHOWN ON DRAWING ON THIS SHEET INDEX ',t PLATES AND SILL INSULATION. SHEET AAFPIXJT E PLATES 1/2'AIRSPACE TO MASONRY, INSTALL VERTICAL v6 REBAR MAX .2 PEAR BEvnipN INSULATE WALL IN ALL HEATED 1'-0'OC ALONG ENTIRE LENGTH OF AREAS/ WALL. REBAR TO BE INSTALLED OT TERIOR STUD WALL WITH P W 2-COX CONTINUOUS SHEATHINGAAZt LowE 1L.YEL MAN BOTTOM PLATES,INSULATE WITH WITH CONTINUOUS TYVEK. TAPE pZ2 FRET FLOOP PLAN CONTINUOUS FROM FOOTING TO TOP FULL-DEPTH FIBERGLASS ALL SEAMS OF WALL. FILL CORES WITH CONCRET INSULATIO AZS SECaND FLOOR MN ' IDING p.) FOUNDATION RAI INSTALL VERTICAL v5 REBAR MAX II /B'ANCHOR BOLTS AT G'-O'OC ON SILL INSULATIO N2 FRSTFLOORFRAM.IND 4'-0'OC ALONG ENTIRE LENGTH OF EACH SIDE OF FIRE WALL 1/2'PREMOLDED JOINT FILL. /8'GALVANIZED ANCHOR SECOND FIDOR FRAMING WALL. REBAR TO BE INSTALLED PREMOLDED JOINT FILLER II 4-THICK CONCRETE SLAB WITH BOLTS LET INTO FOUNDATION 5 RTNCFFAMING CONTINUOUS FROM FOOTING TO TOP MAX 1'-O-FROM EACH CORNER u,4 AOCFFRAHHc OF WALL. FILL CORES WITH CONCRET •' - L'XL'WI.4XI.4 WELDED WIRE /B'ANCHOR BOLTS AT L'-O.OC ON 1'CONCRETE SLAB WITH G MIL VAPOR ti FABRI - --- - AND['-O'OC ALONG WALLS EACH SIDE OF FIRE WALL BARRIER AND WELDED WIRE NES Y-4' -43)PARALLEL v5 REBAR AT TOP OF - I Aq) DETAILDMWviOS .� FOUNDATION.TIED TO VERTICAL STEEL p RADE MIN B•BELOW TOP OF p,)Z DEfNL DRAWINGS I" Q AND ANCHOR BOLTS i FOUNDATION > L MIL VAPOR BARRIE ATERFROOFING NE MBRANE 1'CONCRETE SLAB WITH L NIL VAPOR ' / '- MIN t'COMPACTED GRAVEL BARRIER IL'WIDE CONCRETE WALL BETWEEN _ INSTALLED FROM FOOTING UP • _ I. '''''' rr UNITS. TOP OF WALUPPER S WITH Ti• 3'-O'WIDE X IB'TALL STRIP FOOTING TO GRADE LEVEL • TIE VERTICAL STEEL TO REBAR IN _- �3'-O'WIDE X 19-TALL STRIP FOOTING _ + BENEATH FIREWALL WTH(5)PARALLEL 10 ° "VR FOOTING(TYPICAL) A'.+ -_"'_• BENEATH FIREWALL WITH(5)PARALLEL AR 1v5 REBARS ENTIRE LENGTH fILTER FABRIC L3 O'er e5 REBARS ENTIRE LENGTH TIE VERTICAL STEEL 70 RES, FOOTING TYPICAL ° • L-3•_O`-f O -PERFORATED PERInETER DRAIN ABOVE FOOTING IN BED DRAWING NUMBER: OF CRUSHED STONE (g)PARALLEL n5 REBAR ALONG GRADE2 FOOTING MIN 1'BELOW T ENTIRE LENGTH OF FOOTING. ------ eTYPICAL FIREWALL - CROSS SECTION HELD UP 2'FROM SOTTO A1.1 SCALE:I/2-.I-O• FIREWALL ._ CHANGE IN SLAB HEIGHT O 1.1 SCALE:I/]•-I'-O' TYPICAL FR05T WALL A1.1 SCALE:1/2' 1-0• REVISONS: M -N -uxaIR --------------- I TIES.11�'HNN—TO OWEAIES "URkEII IIARTWE OKURSE TO BIT E111 01 Ilk I IATIR SH E AT III .... N.I..ERI F.K.AT I—All EILED RIKE AS SHOW'IN DETAIL 2 ON THE E.IX- 3 T- 15 01 RO—U�IF— �O. 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CLAFP ATTACIHL 70 E— NO-NA-1—�EI 'LA S_R,FOSTAHA 11 A1HU1 WT111T—1 G IETA @ RAISED CEILING F 1AIL A" ACi 1101 UIEEI—ERE Ol EU11 ES C) A,_LLFy MWEE A-L 511-1 1.—TINA1U1 ROOFING Ln I , AseLEEZE .7 px E—k.FETA. 7 nJ TR'"E`l`LE5 TO LE TIA 111RL1 Fa , --Y AT T.F 11�EA1H Z QQ L.I 1OxEE 121AL A—AT aarTOF BE_FY.......................... r RAT11A..ELR 111110 11117 14" 1 SAO. ''L.... THUW_ N, L.... THUWFUFSk NE 'L.... THUWFUFSk NE FXxAXIS TAN11T= Lu< VAILEY FLASHING B.111,IOIT IIII ETLI -EN SEE'RAKE-RII DI �--T 100ILHER' 'AIEI 11 111A 1111 r «ua UNDERLAYMENT III HI.YR.-SACL L E ITHI-.11 lE III W.LT C) _X R III AT A 11 1"IL 1-1 1 IN-1 H —TIN—S 1 11 T AAL—k.=—I .11.IA—A BUILT OUT 10 L LL uDE A—OF K.HA WO11FT 1AA.1.11A IROW—LE X Ill .1—IR-E-11 1EF11T-...AlO VARME AKIAFIF TY111A,EXTERIOR dAL. I.A�%lN 1RF1ETFARA 1FREEITS —E 1111LAFF-CC Iclol-U BIT jII .TI ;H-T..l Al.—11B.A. SH I D BE RI "EK CETAIL §OEFII_RETURN OETAII TOP VIEW 'LE AzeKN X-A BIA.B. E NO IIEI R X.MA APILIE. 2-PROPER IENT C.AAX.LX AT A—.OR UBIA 111.1B REXII.I.T.- EACH F_WAY AlA."RE'llE.BII 411.. FLY .A IL V fl—EATT ITRAPEII BE IT tEs WHILEEI.—NIV. TE.1 A.111A I I ILA "E' 511 COX 111AT--<— 'WE, XSk—EEIFATA E-.1EtE A L'E S-`4 OF NAUL... 'X"�LAYF��.'11%IXI 04— AI—lEl— B A,ER 5OP50K HI S HLWRI—T B THIN -X C1 -)-EEkTXIT kT,UL Al. H F___AC 11.—BOTTOM ITI -50—RETURN DETAIL- H�T.__ 111H —1.171— EXTERIOR BELOW IDA515P SHAT,_FOR T111N... 111'111 WIN DRAWING NUMBER: 3-STRAIFID AT S'Ol. 'BUT HUOUS TTE "0,5 TTYE "0,5 TT_ "0,5 TTY" "0,5 TTY" "0,5 TTY" AT W-A L xT7O=TO l _IU,-:O`A1.HAH..IN IBET wuL E—WHIESI ITNINUIE TIPIIAL EXTEIR11 IIAI, '07MVI 1,U0—N XAlT.R— RAIIE. A4.2 FLY RA E DETAIL-SIDE VIEW CEILING FRAMING AT HIP ROOF ELY RAFTER DETAIL-TOP VIEW � SO LLW _ _ _r . E7� _,f�E SO— 1— SK HE