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38A-013 (2) BP-2022-1430 33 CHAPEL ST, COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot:' 38A-013-001 CITY OF NORTHAMPTON Permit: Alts Renovations Repair PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit# BP-2022-1430 PERMISSION IS HEREBY GRANTED TO: Project# REBUILD GARAGE Contractor: License: Est. Cost: 31200 SUNWOOD BUILDERS 065400 Const.Class: Exp.Date: 06/25/2024 Use Group: Owner: CORP SUNWOOD DEVELOPMENT Lot Size (sq.ft.) Zoning: i URB Applicant: SUNWOOD BUILDERS Applicant Address Phone: Insurance: 84 POTWINE LN (413)259-1000 WMZ80080056582022A AMHERST,MA 01002 ISSUED ON: 11/15/2022 TO PERFORM THE FOLLOWING WORK: DEMO AND RE-BUILD GARAGE POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Final: Final: Final: Rough Frame: Gas: Fire Department Driveway Final: Fireplace/Chimney: Rough: Oil: Insulation: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: p . �t �I►� Fees Paid: $145.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Office of the Building Commissioner File #BP-2022-1430 APPLICANT/CONTACT PERSON:SUNWOOD BUILDERS 84 POTWINE LN AMHERST, MA 01002(413)259-1000 PROPERTY LOCATION 33 CHAPEL ST MAP:LOT 8A-013-001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE , ZONING :ORM FILLED OUT Building Fermit Filled out Fee Paid $145.00 Type of Construction: DEMO AND RE-BUILD GARAGE New Construction Non Structural Renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 3 sets of Plans/Plot Plan T FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON 117 ORMATION PRESENTED: SEWI}CI<S? Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ e9 Intermediate Project: Site Plan AND/OR SpecialPermit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Demolition Delay 1 g of I V „ N,I k ► ♦ liA 5/P'g-- Signs ture of Building Official I iDate Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more information. aic; i� � The Commonwealth of Massachusetts) �7 FOR W Board of Building Regulations and Stands ,� Massachusetts State Building Code, 780 Clv �M�n�ti� 0(� CIE ITY Building Permit Application To Construct,Repair,Renovate Or �� evis Mar 2011 One-or Two-Family Dwelling °'°6n141:e i This Section For Official Use Only Building Permit Number: 3P mx).--f y 3,p Date Applied: .6/60,1 2., 7$' 6 - 1 1 )les Building Official(Print Name) Signature t i /Dale t SECTION 1:SITE INFORMATION 1.1 PU'roper�y'�lddress;� dJ 1.2 Asss�sesso Map&Parcel Numbs 1.1a Is this an acce��pted street?yes no Map Nuumber Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water upply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Di posal System: Public Private 0 Zone: — Outside Flood Zone? Municipal On site disposal system 0 Check if yes❑ SECTION 2: PROPERTY OWNERSHIP'� 2 Own of ord:ciopereil/ 44 /, / 0/000Z Name(Print) / City,State,ZIP / 2o/wii i c.... 4'A3 0 9 /cx�o .�'vriwoocJ&conrcasLLJ No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction 0 Existing Building ' Owner-Occupied 0 Repairs(s) ❑ Alteration(s) 0 Addition 0 t. Demolition Accessory Bldg Number of Units Other 0 pecify: Brief Descri tion f Pr posed Work2: �COCrrrok bfy ac eo, J`f Qr1 ercooehtr a. okJoLe c� oafs �. SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $(3q 000 1. Building Permit Fee: $ Indicate how fee is determined: 0 Standard City/Town Application Fee 6 2.Electrical $ Cie) �,0O0 ❑Total Project Costa (Item 6)x multiplier x _ 00 3.Plumbing $ 2. Other Fees: $ 1 1,5 . 4.Mechanical (HVAC) $ List: I 5. Mechanical (Fire Suppression) $ Total All Fees: $ Pa:°° 6.Total Project Cost: $ 0 �QQ Check No.? '}(0heck Amount: Cash Amount: i ❑Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) 66 O,^/,00 g_ S sX�/ P� License Number Ex ratio Date Name of CSL Holder List CSL Type(see below) el A ,),, � T Description No.and Strrt Mheert �Y�/ // O/DOo =c000 cu.ft.) lling ity/Town,State,LIP , M Masonry RC Roofing Covering WS Window and Siding / M / L SF Solid Fuel Burning Appliances 41/3 d59-y000 &2/1WDOC�(i COA'1C6.S . !!Gl I Insulation Telephone Email address D Demolition 5.2istered Homym rov�e t Contractor(HIC) /Q p6 csr/WOO crs HIC Registration umber E p. tion Date HICAmppriv Is'idme or HI gistrant Name o iIif/ C/ Sv/r e/GoM'CO ., No• � � ,// Oocbt ,�j�ei _ Email address City/Town,State,ZIP 7/ OTelephone SECTION 6:WORKERS' COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes 0 No 0 SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize to act on my behalf,in all matters relative to work authorized by this building permit application. Print Owner's Name(Electronic Signature) Date SECTION 7b: OWNER'OR AUTHORIZED AGENT DECLARATION By entering y n.. e bel ,I hereby attest under the pains and penalties of perjury that all of the information contained'i this . I lica is true and accurate to the best of my knowledge and understanding. Print - s o Au hori ed Agen s Name(Electronic Signature) O Date NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A. Other important information on the HIC Program can be found at www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dps 2. When substantial worlie4rd,provide the information below: Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms j2' Number of half/baths Type of heating system Number of decks/porches Type of cooling system 2airi Enclosed pen 3. "Total Project Square Footage"may be substituted for"Total Project Cost" City of Northampton < tj SAS....." .8f`,f Massachusetts �4' . - ;< t C*. jfri. VI , 11 DEPARTMENT OF BUILDING INSPECTIONS io. .k 212 Main Street •• Municipal Building �Jd., :a Northampton, MA 01060 rJy �0 CONSTRUCTION DEBRIS AFFIDAVIT (FOR ALL DEMOLITION AND RENOVATION PROJECTS) In accordance of the provisions of MGL c 40, S54, a condition of Building Permit Number is that all debris resulting from this work shall be disposed of in a properly licensed waste disposal facility, as defined by MGL c 111, S 150A. The debris will be disposed of in: 0„ ra,/o r' Location of Facility: \ c1jr - / 7`o � iki/7 r7 r lft /oho The debris will be transported by: Name of Hauler: eor1wood 3 0,/c/c s Signature o Applicant: Date: /D o'� �� The Commonwealth of Massachusetts _ l Department of Industrial Accidents _?� - 1 Congress Street,Suite 100 : 1;►_- y Boston.MA 02114-2017 �.,.� ,i,.` w.wwnimss gov/dia Waiters'Compensation Insurance Affidavit Buildersdt'ontractorsdElectririunsliu,nbers. TO BE FILED%TI'B THE WERM17TING At{TlIORITI. Applicant Information A �J Please Print 1_c_�iblt Name ItiutunrssOrgmtzatuln�Incliv�idual): u! onwoo /_l 3VJIVc.41$ Address:Ji 20)14,4 ci1,orre../ CityiState ZiP: %/< r Aa 0/OO2 Phone#: i/if3-Qey'/000 Are tea as eagbyerf Check lhr appropriate be:: Type.f project(required): tIm a dnpbyer with I, employees(dull attrdlorpa Aunty` 7. D New construction m it spk pnrprirku or Franncnship and have no employees working fur me in $. r 'emotelinb erry entity.(No workers'comp.uwuu n.'lanti quired.] 9. in Demolition 30 I ass anitooner doing all work myself.(No wliac&comp_nrrur•.uuc minimal" 4.0 I a a hoinevwrwr and will be hiring cuntracturs lu conduct all auk on my property_ I will 1 Q Building additionm u annu a that all contractors either luau!workers'compensation insurance or arc mule 11.Q Electrical repairs or additions proprietors with no employees. 12.0 Plumbing repairs or additions 50 I am a contractor and I lime hired the sub-contractors listed on the attached sheet 13 Roof repairs nest tractors hate anrluyecs and hate wur►cri rxrrnr.insurance... 6.0 Weave corpuratinat and its officers have extn-iscd then right of exemption per likiL c. 14. Other152,§1 ),and wr ►vn have nu pluyecs.[Nu workers'cunt ins urance n^quied] *Any applicant cheeks twat tl rtttsa also fill out die section below showing their winters'c. pe aratinn policy iatotwnioa_ rvw'ner•1 lions submit this ad8svi d indium th they are doing all wink and then hie outside contractors rstrn sahmil a sew affidavit indicating suck 4:aim-actors, thick lino box must anadhed as additional stud showing the name of the sub-cuenituw and gate whether et eat Show militia&linty employees. if athocontrrckxs have employees.they Hurst pros ide their workers'comp.policy number_ I am an employer that is providing workers'compensation insurance for air employees. Below is the policy and,job site Insuraeat' � / Insurance y Name: u d — Policy#or lf--ins 1..IC.#: Wflf oQeO �'(o�B�Do/oZ.� l.sp anion Date: /pr�3 • lob Site - (33 (i e/ 6't City/StateiZip: .44/40 o4 Ad e/7 o Attach a y ofthe workers'campensation policy declaration page(showing the policy nunshrr andiespiration eaten. Fai are to ure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a line up to$1,500.00 and(or one-year imprisonment,as well as civil penalties in the form ofa STOP WORK ORDER and a tine of up to$250.00 a day against violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage 'fncation. I do hereby e • as%,er t ':pains and penalties of perjury that the Ia,fern I adea provides is fray and correct Signature: A Date: //D'/o- Pltoont=r: �f/3'g19-/"PO Official ease only. Do not write in this area,to be completed by city or town official City or Taw.: e Permit/license# Issuing Authority(circle one): I.Board of Health 2.Building Department 3.('ihiToss n Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other( Contact erson: Phone#: ACoRD® CERTIFICATE OF LIABILITY INSURANCE DATE(M6/20/YYYY) 09/1 /2022 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(ies)must have ADDITIONAL INSURED provisions or 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 confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Kathy Parker NAME: Webber&Grinnell PHONE (413)586-0111 FAX (413)586-6481 (A/C.No.Extl: (A/C,No): 8 North King Street E-MAIL kparker@webberandgrinnell.com ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# Northampton MA 01060 INSURER A: Selective Ins Co of Southeast 39926 INSURED INSURER B: Selective Ins Co of S Carolina 19259 Sunwood Builders,Inc.,DBA:Sunwood Development Corp. INSURER C: A.I.M.Mutual/A.I.M. 33758 Attn:Shaul Perry INSURER D: 84 Potwinq Lane INSURER E: Amherst MA 01002 INSURER F: COVERAGES CERTIFICATE NUMBER: CL2242618181 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 TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR INSD WVD (MM/DD/YYYY) (MM/DD/YYYY) X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,DAMAGE T000 RENTED CLAIMS-MADE X OCCUR PREMISESO(Ea occurrence) $ 500,000 MED EXP(Any one person) $ 15,000 A S239905501 03/04/2022 03/04/2023 PERSONAL BADVINJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2.000,000 POLICY n PRO- n LOC PRODUCTS-COMP/OPAGG $ 2,000,000 JEGT OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident) ANY AUTO BODILY INJURY(Per person) $ B OWNED X SCHEDULED A9108082 03/04/2022 03/04/2023 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS X HIRED X NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY /� AUTOS ONLY (Per accident) Medical payments $ 5,000 X UMBRELLA LIAB — OCCUR EACH OCCURRENCE $ 1,000,000 A EXCESS LIAB ! CLAIMS-MADE S239905501 03/04/2022 03/04/2023 AGGREGATE $ 1,000,000 DED X RETENTION$ 0 $ WORKERS COMPENSATION PER • OTH- AND EMPLOYERS'LIABII-ITY Y I N STATUTE ER C ANY PROPRIETOR/PARTNER/EXECUTIVE N 1 A WMZ80080056582022A 05/22/2022 05/22/2023 E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under I 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS(VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) City of Northampton is listed as additional insured with respect to liability as per the terms and conditions of the policies. RE:31-33 Chapel Street Northampton MA CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN City of Northampton ACCORDANCE WITH THE POLICY PROVISIONS. 240 Main Street AUTHORIZED REPRESENTATIVE 11/ Northampton MA 01060 �J11. tD c,„`" 4 1 1( ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Nbrf N CSMPS ARE CDu/..EEES.R+G cans BDCC zw5 n.rE zn. 'NC SEE iava�®Yi® ] ME PROPERTY LINES EYSPRD SLAS SR HEREON AREECO BASED CE .NI.ewNDARy S..ROY ar tNc a atau°Hc.��i. o,f"ONGNSTRGCrSAIEs�`na ACTUAL COCAS.OE ME EXISIING WAIVING TA Us Awn!CONTE,SHOO,HE 'N._____- WE PLY.ADACENT TO CONTACT R.LrAf501.4 ME EMS?. RN OA,R�u R L A mtt.PLEASE NOW WILE INC Wxn`qs1 AARREC v C AR. LAMA A ATE: NO RESPDNB.N„YINE WALLS RIP MIRD PARTY LAYOUT a.NE PLAN "N N R LEVESQUE 4. THIS PLANUSED FD.DILNAS %NCV b- .D CO E `."'�`E AND 9""NOT DE ASSOCIATES S. SD.LC.PARCELS EDR.A.24.340 LEA *max dN m G.E......Lod Summon *Coma.. ME VARIOUS DEEDS of RECORD DASwmND SAro iES�IN CONTAINED LOCATION OM EVENT Or Mr SDDN RANTS ANC Ens[u[Nrs IS .k AIJ.lm.KIS E.i:.E3.5.s0K. ND;,TIE YNIECT a MO EYIL.CONDITIONS a INFORMATION ASSOCIATES.S we„'QS TOPOCRAPINC ` .DSe.d».. 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BUILD SIZE: 24'W x 24'L x 18'-2"H PLANS ARE INTENDED FOR PROFESSIONAL BUILDERS,DIFFERENT STATES MIGHT REQUIRE ADDITIONAL PERMIT.CONSULT WITH YOUR CITY BUILDING DEPARTMENT FOR MORE CAPACITY: 2 STANDARD CARS INFORMATION. DOOR OPENING: 16'-0" PLEASE MESSAGE ME FOR ANY QUESTIONS FOUNDATION: CONCRETE OR ISSUES WITH THE PLAN,ON ETSY OR AT build ROOF PITCH: 10:12, GABLE SUPPORT@BUILDBLUEPRINT.COM ALL FRAMING LUMBER TO BE HEM-FIR#2&BETTER. WINDOW ROUGH OPENING 46-1/2"X 20-1/2"(ALUMINUM SLIDER.NO BRICKMOLD)(HAYFIELD#M260) FOUNDATION 2 @ 2"X 6"BUILT-UP HEADER WITH SINGLE TRIMMERS AT EACH SIDE OF ROUGH FLOATING MONOLITHIC SLAB-BROOM FINISH OPENING. 4000#/6 BAG MIX/4%AIR-ENTRAINED 4"MIN THICK SLAB,8"WIDE X 8"THICK PERIMETER ROOF FRAMING-ATTIC TRUSS 6X6 10 GA.WELDED WIRE MESH REINFORCED 10:12 ATTIC TRUSS 24"0/C(12'0"STORAGE WIDTH) 2 @ 1/2"REBAR PERIMETER,SHARP BEND @ CORNERS 2"X 8"BOTTOM CHORD,40 LBS/SQ FT LOADING-3/4"T&G 055 FLOOR 2"MIN COVERAGE ON ALL REINFORCEMENT 2"X 4"CONTINUOUS HORIZ.STRONGBACKS AT EACH SIDE OF STORAGE AREA. 4"MIN COMPACTED GRANULAR FILL BASE 45°-2"X 4"BRACES FROM GABLE TRUSS TO STRONGBACKS.(2 PER GABLE) TOP OF SLAB 6"MIN ABOVE GRADE 1 COURSE 6"CONCRETE BLOCK OVERHANG-12" 1/2"X 12"VERT REBAR @ 48"0/C GROUT SOLID 1"X 2"LEDGER 2"X 4"LOOKOUTS(USE TRUSS TAIL CUT-OFFS) ANCHOR BOLTS: 3/8"CEDAR PLYWOOD SOFFIT 1/2"X 16"RIGHT ANGLE-7"EMBEDDED,2"MIN EXPOSED 1"X 6"FASCIA WITH 1"X 2"DRIP EDGE 7"FROM OUTSIDE CORNERS-EACH WAY 11'6"&12'6"FROM REAR CORNER-EACH SIDE RAKE-FLUSH 6'O"MAX SPACING 1/2"SPACER GROUT CORES SOLID AT ANCHOR BOLT LOCATIONS 1"X 6"FASCIA WITH 1"X 2"DRIP EDGE 24"CONCRETE APRON-1/2"EXPANSION JOINT-SLOPE AWAY @ 1/4"/FT SHEATHING O5B EXTENDS TO ROUGH OPENINGS WALL FRAMING 7/16"05B WALL SHEATHING TO UNDERSIDE OF RAFTER TAILS AND TO 8'0"CEILING HEIGHT(SLAB TO TOP PLATE) UNDERSIDE OF ROOF SHEATHING AT GABLES. 2"X 4"STUDS @ 16"0/C WITH 2"X 6"TREATED SOLE PLATES&SEAL 7/16"OSB ROOF SHEATHING W/"H"CLIPS.EDGE OSB ROOF SHEATHING FLUSH DOUBLE 2"X 4"TOP PLATES.STAGGER TOP PLATE SEAMS 48"MIN- WITH RAFTER TAIL FACE INTERLOCK AT CORNERS 12'0"TREATED SOLE PLATES FROM BACK EDGE-BOTH SIDES ROOFING ICE&WATER SHIELD FROM ROOF EDGE TO 24"BEYOND PLATE LINE OVERHEAD DOOR ROUGH OPENING 15#FELT UNDERLAYMENT,SELF SEALING SHINGLES. 16'0"X 6'11-1/4"(ADD 3"TO ROUGH OPENING WIDTH FOR MASONARY EXTEND SHINGLES 3/4"BEYOND FACE OF 1"X 2" DRIP EDGE OPENING) 2 @ 2"X 12"BUILT-UP HEADER WITH DOUBLE TRIMMERS @ EACH SIDE OF SIDING ROUGH OPENING.DOOR TRIMMERS EXTEND TO SLAB AT MASONARY OPENINGS. FINISH SIDING PER OWNER SELECTION FLASH ALL EXTERIOR WALL OPENINGS SERVICE DOOR ROUGH OPENINGS 38"X 82"(3'0"SERVICE DOOR,FLUSH,STEEL,W/BRICKMOLD)(DOORCRAFT TRIM #EL-1)(ADD 3"TO ROUGH OPENING WIDTH FOR MASONARY OPENING) 1"X 4"JAMB AT OVERHEAD DOOR 2 @ 2"X 6"BUILT UP HEADER WITH SINGLE TRIMMERS @ EACH SIDE OF ROUGH 3/4"QUARTER ROUND COVE-OR-1"X 2"COVE BOARD OPENING.DOOR TRIMMERS EXTEND TO SLAB AT MASONARY OPENINGS. BRICKMOLD APPLIED ON TOP OF WALL SHEATHING. 2 GENERAL NOTES SHEET SIZE:A4-8.5"X11" DRAWN BY: J.L. 24'x24'GARAGE LOFT build Copyrighted @ BuildBlueprint • — 16'0"X 7'0"OVERHEAD DOOR FLUSH,4 PANEL,STEEL HAYFIELD #M260 12mi. — ALUMINUM SLIDER 10 p ■I , +1 1 71111,AIMIIIII 7 t 24' t t 24' t EAST DOORCRAFT#EL-1 NORTH FLUSH,STEEL,BRICKMOLD APPLIED SELF SEALING ASPHALT SHINGLES FINISH SIDING PER OWNER SELECTION (4"EXPOSURE VINYL LAP SHOWN) OPTIONAL DOUBLE HUNG WINDOWS 3'O"X S'O"T.GLASS 12 �= t0 p II��■II = F... .. ..p, --------- 0 0 MMM 24' - - t - t - 24. WEST SOUTH 3 EXTERIOR ELEVATIONS SHEET SIZE:A4-8.5"X11" DRAWN BY: J.L. 24'x24' GARAGE LOFT build Copyrighted @ BuildBlueprint 1'11-1/4" / / 3'5" / 18'7-3/4" 1/2"EXPANSION JOINT \ N_ + 1COURSE6"X8"X16" OMIT BLOCK AT CONRETE BLOCK eq SERVICE DOOR 1/2"ANCHOR BOLTS 6'0"MAX SPACING (SEE NOTES) () 0 Z NOTE: 7o 2"MIN COVERAGE m ON ALL REINFORCEMENT D 70 70 Z o C OMIT BLOCK AT CONCRETE SLAB + N OVERHEAD DOOR (SEE NOTES) /4- LOCATE ANCHOR DOLTS @ 11'6"&12'6" FROM REAR CORNERS-TYPICAL 3 SIDES LOCATE 1/2"ANCHOR DOLTS 7"FROM OUTSIDE CORNER EACH WAY + TYPICAL 4 CORNERS 1/2"X 12"VERTICAL REBAR 48"0/C AT PERIMETER.p O GROUT CORES SOLID Er) �. + + + + + + + A2' / 24' 4 FOUNDATION PLAN SHEET SIZE:A4-8.5"X11" DRAWN BY:J.L. 24'x24'GARAGE LOFT build Copyrighted @ BUIldBIueprint • A 2' / 3'7 3/4" / 10'4 1!4" 10' / HAYFIELD#M260 / 3'.3" / \ • ALUMINUM SLIDER,NO BRICKMOLD 1.\ f.----------11---7 4 ,_ p DOORCRAFT#EL-1 " FLUSH,STEEL,BRICKMOLD APPLIED I UP �/ 12R \ \ W ) . 0 I m A Tp ' U,X 2"X4"016"0/C =y N 1/2"ANCHOR BOLTS Q -P - 6'0"MAX SPACING >o O �O m m (7 N \ N r= � \ GIRDER TRUSSzz ) m o V �,_ ro _ 1 oc� 0 `)0 w HANDFRAME FLOOR JOISTS @ 16"0/C. m SIZE TO.4\_. MATCH TRUSS BOTTOM CHORD. 2@2"X12"HEADER (FULL WIDTH) r ) \ 1 1_ 2"X 6"TREATED SOLE PLATE Ilk '''''\\______ - i t - tt 2"X4"016"0/C7 0/ 24' / 5 GROUND FLOOR PLAN SHEET SIZE:A4-8.5"X11" DRAWN BY: J.L. 24'x24'GARAGE LOFT build Copyrighted 0 BuildBluepnnt 20'4" / 3 8 / \ \ \ \ \ \ N \ ±53"HIGH N 2"X4"@16"0/C 0 36"HIGH 9 c,, \ - - rn _ • Q CS)a C.. (5' N \ OI-O- Q -OWE \ K=Z _ HANDFRAME FLY RAFTERS @ 24"0/C. m= N BETWEEN GABLE&GIRDER TRUSSES PN o O P z r - a) SIZE TO MATCH TRUSS TOP CHORDS 12R - o 0 > L <9 M \ to <9 I < > U N o ±53"HIGH \ \ \ 6 LOFT FLOOR PLAN SHEET SIZE:A4-8.5"X11" DRAWN BY: J.L. 24'x24'GARAGE LOFT build , Copyrighted @ BuildBlueprint GABLE TRUSS 2"X 4"STUDWALL 2"X 6"TREATED SOLE LOFT FLOOR FINISH SIDING FINISH SIDING 7/16"0.5.B. 7/16"0.S.B. SINGLE TOP PLATE DOUBLE 2"X 4" 1/2"0.5.8.FILLER STRIP TRIMMERS ' FLASHING 2 02"X 12"HEADER Oil! FLASHING am BRICKMOLD BRICKMOLD BRICKMOLD 1"X 4"JAMB 1"X 4"JAMB OVERHEAD DOOR OVERHEAD DOOR O SECTION THRU OHD JAMB 0 SECTION THRU OHD HEADER SCALE:1/2"=1'O" SCALE:1/2"=1'O" 1/2"X 16"ANCHOR BOLTS 2"MIN EXPOSED, 6'0"MAX SPACING 1COURSE6"X8"X16" 1110MI 2-3/4" CONCRETE BLOCK NOTE.2"MIN COVERAGE GROUT SOLD @ ANCHOR2"X 4"WALL STUD ON ALL REINFORCEMENT BOLT LOCATIONS 6X6 10 GA W.W.M. z TREATED 2"X 6" d d il b `� 2 ROWS 16 SINKER 24"0/C SOLE PLATE \\\ I \ • � ;= =iIIIi U , /,, ®° iIiii� ad COMMON 6"0/C --�+,1A '� CONT.1/2"REBAR(2) 2"X 4"WALL STUD COMPACTED 8" / / SHARP BEND 08d COMMON 3"0/C OSB SHEATHING GRANULAR FILL CORNERS -SU EDGE DETAIL 0 CORNER FRAMING DETAIL SCALE:1/ - SCALE:1' =1 0" ----------- _______ 7 CONSTRUCTION DETAILS SHEET SIZE:A4-8.5"X11" DRAWN BY: J.L. 24'x24'GARAGELOFT-- build i - Copyrig te.o,:. - . nt GABLE TRUSS ATTIC TRUSSES @ 24"0/G --� 2"X 4"GABLE BRACE 2"X 4"STRONGBACK 45� LOFT FLOOR TOP PLATE © GABLE BRACE DETAIL SCALE:1/4"=1'0" \ 1"X 2"LEDGER 1/2"SPACER 2"X 4"LOOKOUTS 1"X 2"DRIP EDGE 2:1111h, II - 1"X 2 DRIP EDGE 1"X 6"FASCIA GABLE TRUSS 1"X 6"FASCIA FINISH SIDING 7/16"O.S.B. 3/8"PLYWOOD SOFFIT A 1' 3/4"QUARTER ROUND COVE GABLE RAKE DETAIL e OVERHANG DETAIL SCALE:1/2"=1'0" SCALE:1/2"= 1'0" 8 CONSTRUCTION DETAILS SHEET SIZE:A4-8.5"X11" DRAWN BY: J.L. 24'x24'GARAGE LOFT build copyrighted'Bulld8.uepr,nt FASTEN SHEATHING TO HEADER USING 801 COMMON NAILS ON A 3"GRID NAIL TOP PLATE TO HEADER USING 2 ROWS 16d SINKER NAILS SPACED AT 3"0/C. NAIL KING STUD TO HEADER ITTITITT ITTTIT USING 6- 16d SINKER NAILS •�L.• • • • • • • • ° • • °� I-- I ,— i 1. HEADER 1000 LB MIN STRAP I r CENTERED ON BOTTOM OF HEADER •�° ° ° ---- INSTALLED AT INTERIOR SIDE .lo l l l e 11 1 .a 1 1 1 PER MFR'S SPECIFICATIONS I \ NAIL TOP PLATE TO HEADER USING 2 ROWS 16d SINKER NAILS I J .° • PANEL SPLICES MUST BE PLACED WITHIN SPACED AT 3"0/C. .I. THE MIDDLE 24"OF THE WALL HEIGHT. SPLICED EDGES TO BE BLOCKED WITH 2X MATERIAL. .1. I .I. I . n . .I. 1 .1. FASTEN SHEATHING TO ALL .I. FRAMING STUDS AND SILLS °I° °I° USING Bd COMMON NAILS I° V • °I° SPACED AT 3"0/C .I. • °I WOOD STRUCTURAL PANEL I .I. • °I° STRENGTH AXIS • J. WOOD STRUCTURAL PANEL Ij II 7/16"MIN THICKNESS I II II r MIN 2"X 2"X 3/16"PLATE WASHERS / 4 --— 16' Ah1C�, OLT� BRACED WALL SEGMENT MIN 2 FOR EACH BRACED WALL SEGMENT 9 CONSTRUCTION DETAILS SHEET SIZE:A4-8.5"X11" DRAWN BY: J.L. 24'x24'GARAGE LOFT build Copyrighted @ BuildBlueprint NSELF SEALING SHINGLES \ 15#FELT 7/16"0.5.B.WITH"H"CLIPS SPREAD WEB TRUSSES @ 24"0/C 12 /710 D 2"X 4"CONTINUOUS STRONGBACK \ WITH 45°-2"X 4"GABLE BRACE 0•// EACH END � I 12' +1 ICE&WATER SHIELD 3/4"T&G O.S.B. FROM ROOF EDGE TO i \ 1 \ 24"BEYOND PLATE LINE. I T\__ \ 2"X 8"B TT M R 4 PSF LOADING \I' 1"X 6"FASCIA 0 0 CHORD, 0 LO D NG MANUFACTURED STEEL rJ 1"X 2"DRIP EDGE 12" / HOLD DOWN CLIPS 1— DOUBLE STAGGER SEAMS 48' MIN 1"X 2"LEDGER r J 2"X 4"LOOKOUTS r-� 3/8"CEDAR FINISH SIDING rJ 1/2"X 16"ANCHOR BOLT,NUT&WASHER PLYWOOD FLASH ALL OPENINGS �p r J 2"MIN EXPOSED, 6'0"MAX SPACING 3/4"QUARTER 15#FELT 7/16"O.S.B.SHEATHING I r J ROUND COVE 2"X 4"@ 16"0/C TREATED 2"X 6"SOLE PLATE WITH SEAL 1 COURSE 6"X 8"X 16"CONC BLK 1/2"X 12"VERT REBAR 48"0/C z -- GROUT SOLID 4"MIN THICK CONCRETE SLAB 0 cp j ---- 4000#,6 BAG MIX,47 AIR ENTRAINED 6 uui =` ,m . .. �; •- - ., .n :..- yam; .. ...�: 1.- ",4,: - . . Ilia I ". 6"X 6"-10GA WELDED WIRE MESH REINFORCEMENT COMPACTED GRANULAR FILL CONTINUOUS 1/2"REBAR(2) 4"MIN THICK au // SHARP BEND @ CORNERS NOTE:2"M/N COVERAGE ON ALL REINFORCEMENT / 24' / BUILDING SECTION 10 BUILDING SECTION DETAIL SHEET SIZE:A4-8.5"X11" DRAWN BY: J.L. 24'x24'GARAGE LOFT build Copyrighter@ BwldBlueprint HANDFRAME FLY RAFTERS @ 24"0/C. BETWEEN GABLE&GIRDER TRUSSES SIZE TO MATCH TRUSS TOP CHORDS ,* 2 PLY STAIR HEADER 3/4"T&G O.S.B. `' \il lr II 2 @ 3/4"PLYWOOD STAIR HANGER HANDFRAME FLOOR JOISTS @ 16 0/C BETWEEN GABLE&GIRDER TRUSSES Z 12 RISERS w SIZE TO MATCH TRUSS BOTTOM CHORD. 5/4 TREADS II R=+7 43" 1X RISERS 1 T=g `� 3/4"O.S.B. �I I o II I I 2X FILLER BLOCK I �3)2"X 12"STAIR STRINGERS I 2"X 8"LANDING "\ I I `t i �� 2 RISERS I ' 41111E 2"X 6"KICK PLATE 3'8" / 8'5" / 11'11" BUILDING SECTION 11 BUILDING SECTION DETAIL SHEET SIZE:A4-8.5"X11" DRAWN BY: J.L. 24'x24'GARAGE LOFT build Copyrighted @ BuildBlueprint BUILT-UP SUPPORT COLUMN / 16"0/C ; (3)2"X4" 3-1/2" 23'5" '3-1/2" / 3'8" / — DOUBLE TOP PLATE \ — 2 @ 2"X 6"HEADER V — 2 @ 2"X 6"HEADER l - u\ 11 y I \ \fly\ I . .\ N N - N ob C9 TREATED 2"X 6" \ I I \ I I I \ I I SOLE PLATE \ \ " \ / 8'3/4" '10-1/2" / 6'10" / 3'2" 2'0-3/4" / 18'7-3/4" / 3'5" 1'11-1/4" / 24' EAST ELEVATION 12 EAST WALL FRAME ELEVATION SHEET SIZE:A4-8.5"X11" DRAWN BY: J.L. 24'x24'GARAGE LOFT build Copyrighted @ BuildBlueprint / 24' 3-1/2// 23'5" //3-1/2" A — 2 @ 2"X 12"HEADER /— SO TREATEDLEPLATE 2"X 6" I ' 10-1/2" / 16'3" / 3'10-1/2" / 4' / 16' / 4 / NORTH ELEVATION 13 NORTH WALL FRAME ELEVATION SHEET SIZE:A4-8.5"X11" DRAWN BY: J.L. 24'x24'GARAGE LOFT build Copyrighted @ BuildBlueprint BUILT-UP SUPPORT COLUMN (3)2"X4" - 16"0/C / 23'5" y3-1/2" r DOUBLE TOP PLATE / 3'8'' / co TREATED 2"X 6" I I I I I I SOLE PLATE / 24' / WEST ELEVATION 14 WEST WALL FRAME ELEVATION SHEET SIZE:A4-8.5"X11" DRAWN BY: J.L. 24'x24'GARAGE LOFT build Copyrighted @ BuildBlueprint 3-1/2 23'5" //3-1/2" < 16"0/C / 16"0/C DOUBLE TOP PLATE cp TREATED 2"X 6" \ I I ` I I 150LE PLATE co / 24' SOUTH ELEVATION 15 SOUTH WALL FRAME ELEVATION SHEET SIZE:A4 - 8.5"X11" DRAWN BY: J.L. 24'x24' GARAGE LOFT build Copyrighted @ BuildBlueprint EXTERIOR WALLS QTY MATERIAL SIZE AREA PURPOSE 1 2x6 Treated Sole Plate 94'-0"Total Garage Floor Exterior Wall Framing 2 2x4 Top Plate 94'-8"Total Garage Floor Exterior Wall Framing 2x4 Wall Studs @ 16"O.0 57 2x4 Wall Studs 6'-11 1/2" Garage Floor Exterior Wall Framing 6 2x4 Studs for Columns 6'-11 1/2" Built-up Support Columns 2 2x4 Wall Studs 6'-10" Door Jamb Studs 2 2x4 Wall Studs 6'-9 3/4" Garage Door Jamb Studs 7 2x4 Wall Studs 6'-0 1/2" Studs for Window Jamb and Garage Entrance Header 2 2x4 Wall Studs 4'-4" Studs under Window 6 2x4 Top and Bottom Plate 44'-0" Attic Floor Knee Wall Framing 33 2x4 Wall Studs @ 16"(44 LF) 4'-5" Attic Floor Knee Wall Framing 6 2x4 Top and Bottom Plate 6'-6" Attic Floor Knee Wall Framing 6 2x4 Wall Studs @ 16"(7 LF) 3'-0" Attic Floor Knee Wall Framing Exterior Wall with Variable Height along the Sloped Ceiling 6 2x4 Top and Bottom Plate 48'-0"Total Attic Floor Exterior Wall with Variable Height 2 2x4 Wall Studs @ 16" 12'-0" Attic Floor Exterior Wall with Variable Height 8 2x4 Wall Studs @ 16" 10'-0" Attic Floor Exterior Wall with Variable Height 8 2x4 Wall Studs @ 16" 8'-0" Attic Floor Exterior Wall with Variable Height 8 2x4 Wall Studs @ 16" 6'-0" Attic Floor Exterior Wall with Variable Height 8 2x4 Wall Studs @ 16" 4'-0" Attic Floor Exterior Wall with Variable Height 1 2x10 Water Table Board 96'-0"Total Exterior Facade 1/2"Exterior Sheathing - 757 SF Exterior Facade 57 Wood Furring 10'-0" Exterior Facade Exterior Siding - 757 SF Exterior Facade INTERIOR WALLS CITY MATERIAL SIZE AREA PURPOSE 7 2x4 Wall Stud @ 16"(9 LF) 6'-11 1/2" Interior Wall Stud and Plates on Garage Floor Level LOFT QTY MATERIAL SIZE AREA PURPOSE 15 Handframe Attic Floor Joists @ 16"O.0 14'-0" Ceiling 3 Handframe Attic Floor Joists @ 16"O.0 8'-0" Ceiling 9 3/4"TAG OSB 4'x8' 282 SF Ground Floor CEILING AND ROOFING QTY MATERIAL SIZE AREA PURPOSE 36 Handframe Roof Truss Rafters @ 24"O.0 16'-0" 10/12 Pitched Roof 2 Ridge Lumber 24'-0" Main Ridge 4 2x4 Lumber 7'-0" Gable Brace 10/12 Pitched Roof 24 Plywood Sub-roofing Boards 4'x8' 752 SF Sub-roofing Materials Underlayment - 752 SF Waterproofing Roofing Layer Metal Decking - 752 SF Roofing 1 1"x 6"Fascia 118'-0"Total Roofing HEADERS CITY MATERIAL SIZE AREA PURPOSE 2 2x6 Header 4'-0" Window Header 2 2x6 Header 3'-6" Door Header 2 2x12 Header 24'-0" Garage Door Header Disclaimer.The purpose of the material list provided here is for reference only,please consult your builder or GC for an official takeoff for the construction phase.Due to various building methods and builder preferences,some materials might differ than the list provided here.It is build recommended you consult your local engineer or architect before starting the building process.Guild Blueprint b not responsible for any Copyrighted @ BuildBlueprint Issues or damages during any building projects. LAND N/F FRANK MARIE A EXISTING WOODS-NV/ 73.00` er'- - .4 EXIST. I -7' GAR. / ' i / D N/F i / i d/Ad/ MARIE A ' 1 ----- - I °`,, ►cam OTHER EXIST. / EXISTING I D HSE i — -` CORPC / / HOUSE#33 GAS METER ,gi II i fBULK O I or; -HEAD c� POP IZZ / O CONC. //i���' �-LANDING , L))or 1-0R .-, 3 _ MovMp PM. o SNAvL In PAVED OH w oHw opt OHAW ON w Q E.P. L33 CHAPEL STREET