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2005-686 � ` TOWN OF QUEENSBURY � 742 Ba y Road u nsb NY 128 4-5902 18 7 1- 2 1} ,Q ee ur5, 0 (5 ) 6 8 0 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20050686 Date Issued: Tuesday, January 24, 2006 This is to certify that work requested to be done as shown by Permit Number P20050686 has been completed. Tax Map Number: 523400-289-013-0001-026-000-0000 Location: 43 BIRCH Rd Owner: BEN & PATRICIA RAE Applicant: BEN & PATRICIA RAE This structure may be occupied as a: Garage Detached By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the 4 property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the , Planning Board or Zoning Board of Appeals. Director of Building&Code Enforcement TOWN OF QUEENSBURY fi 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 0 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050686 Application Number: A20050686 Tax Map No: 523400-289-013-0001-026-000-0000 Permission is hereby granted to: BEN& PATRICIA RAE For property located at: 43 BIRCH Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: BEN&PATRICIA RAE 43 BIRCH Rd Total gValllueached $18,000.00 QUEENSBURY, NY 12804-0000 $18,000.00 Contractor or Builder's Name / Address Electrical Inspection Agency Plans&Specifications 2005-686 792 SQ FT 3-CAR DETACHED GARAGE $79.20 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday, September 14, 2006 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of Queensbury; Wednesday, September 14, 2005 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Permit No. �'- 5-- ` b uilding &Codes Office-Department of Community Development-Town of Queensbury Fee Paid 7 9 G 42 Bay Road,Queensbury,NY 12804 l )ave Hatin,Director codes@aueensbury.net 'hone: (518) 761-8256 FAX: (518) 745-4437 Accessory Structure Building Permit Application application & Plans subject to review before issuance of a valid permit for construction. \ny structure other than the principal structure (i.e., house), typically a garage, shed, greenhouse, dock, deck, ?tc. (not necessarily limited to the list below). Refer to attached Informational Brochure No. 3 nstructions: A permit must be obtained before beginning construction. No inspections will be made until the )pplicant has received a valid building permit. All applicants' spaces on this application must be completed and rust appear on the application form. /� Applicant/Builder 8 f✓� o.nd f1 r'C.i a- RAP— Owner: Address: 113 /3 ;Rch Rd Address: LacK . 6-eorge,n/>! io? HS- Home Phone: £v 36-Ya 9 Home Phone: Email Address: Email Address: Cell Phone: Cell Phone: FAX Phone: FAX Phone: Person responsible for supervision of work with respect to building and codes compliance: Name: .Sokry-,e.- Address: Phone Location of proposed construction: Lot No.A'°�r,-w ry Legal Address: y 3 61:icl R� fir, Nr- Tax Map Number: a 8q,J3 -1 c Subdivision Name: Estimated Cost of Construction: $. 1 OOIU — ? Does an accessory structure currently exist on the property? _Yes / 4 252005 If YES, list all existing accessory structures: Proposed Construction i,f floor 2^d floor Total -Proposed Heicghf sq.ft. sq.ft. sq ft. ft.&in. Open Porch Covered or Enclosed Porch (considered floor area &must comply to FAR [Floor Area Ratio] requirements if the structure is located in the Waterfront Residential zone. 3-season porch is considered an enclosed porch. Deck Boathouse Boathouse with sundeck DOCK Shed Pole Barn Detached Garage l, 2, 3 car 3 7' 7 F,2 /5 Other Accessory Structure: Applications are subject to Zoning Administrator, Code Compliance, and Structural Plan review. The Building and Codes Office will allow commencement of your proposed project only after issuance of your permit. Declaration: Please sign below after you have carefully read the statement: To the best of my knowledge, the statements contained in the application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Codes, the Zoning Ordinance, and all other laws pertaining to the proposed work shall be complied with, whether specified or noted, and that such work is authorized by the owner. Further, it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance being issued, as requested by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a licensed surveyor, drawn to scale, showing actual location of all new construction. Date: 8/a r/off Applicant/Builder Signature: /d The application of dated is hereby approved and' permission granted for the construction, reconstruction or alteration of a building/and or accessory structure as set forth above. Date: � di Authorized Signature: L:\Sue Hemingway\Building.Permit.FORMS\Accessory Structure Permit Application.doc V:12/28/04 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: am/pr epart: am/pm Date Inspection request received: Inspector's Initials: i NAME: RO1/4. PERMIT#: 0 LOCATION: Li-5 � � DATE: / - - ()( i TYPE OF STRUCTURE: Comments Yes No N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location f1 Fresh Air Intake /0_3 �Jfr) 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq. ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum''A"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Duct work Sealed proper'y Gas Logs in Sealed or Gl,lss Enclosures, ' Final Electrical Final Survey Plot P As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/0[Temporary/Permanent] L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised_100405.doc COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL I,-, 'ermit No. Cert. No 89993 Cut-in Card No. )wner ..,- .ovation Z 3 t /r&'^�!b ai6t-! nstallation Consisting of..Co-(WQM _ / .4'~6 0" 4,f 7 / nstalled By / � �,//C Lic.No. The conditions following governed the issuance of this certificate,and any certificate previously issued is ancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the ntroduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of making ' p tions at any time, and if its ules are /violated,the Company shall have the right to re ke this c ifi te. )ate ` ` 7-"~6 INSPECTOR Member N.F.P.A.,I.A.E.I. Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pin Depart: / ' am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: l� NAME: PERMIT#: - l�J 6 LOCATION: ( \Y-- k \ INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Ancho olts 6 ft. or less on center e and water shield 24 inches from wall i� ,�./0/1/4 - 401(.4( Fire separation 1, 2, 3 hour JJ'' !l Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 'A inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in.(H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Framing / Firestopping Inspection Report ` Z Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: a Dep : m/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials NAME: pr(� PERMIT#: s 86 LOCATION: $-5 13 t _ INSPECT ON: i ( y TYPE OF STRUCTURE: Y N N/A COMMENTS Framing • Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z (w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses chor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side % inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report • Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pin. C art: 6a 1/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: Nlir NAME: 4 PERMIT#: 5-&e LOCATION: �' -/ INSPECT ON: S__ TYPE OF STRUCTURE: rfr Comments --- ----_____ -- Y N N/A P. rs Monolithic Slab Reinforcement in Place ,t7 2-- The contractor is responsible f providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing;Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Na le e g t el Ai iii 4 0. -.... 0• , ..:.'• !-:-..% f ."1414‘,egill-4 - •- - I. .........-.----- ....... 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StWroc SySTLM _ M/(*1-114E1- Cy 411ToIA147-TE M�4.S'h�UT,4 4.57 5 74 ) sry I GP••►Gr.R.Tt .•, „c ^ N•V.�E PATlo r� IQON PIPE , AT S . .fir..- i 1 eo OQ , Liq b1IZZ— f•.• ( \ 0 07• Alp +*T,►�y mou R �` r � .ram �.•�.. � �#, *ter vo ;�' � ,,�� .� :�� .`,, , •, W F,W�. 1/4 �•Vb ' s e"Cv- Vti .. V rRONI Cf4 A• �4'!i/� TT,� W. _70SE101V Mr/pW-/ L/PS t I � MA.2GEA?-Y f /til /PAS• . (s��//zc t �lzota P% you t•►o � PlAit .. , �' ' 06 aw 0104* 3.. 0. _ , - • , y••;_,:"may • •� ='" � •, - ter= -. „ • may: a o" /Z�I L3Z'T f� .8f V/NS •,•�, Or 1 =1' '�f -: s 70r' �- , i •f , 98, s k4 ,'.. ��`+� a'a h`� p �°yi•to V�7lV � /� • � V �.L 3��h+ovcc4s'�''DR. 5•G.P-N.Y'-tZBo',} P..L= F• E2 •�•..• r *: i • .,. _ Z • LAND sp n , \� —\" '> `�� _.r_• y � �� j MCC "��/ . �� t -M,at „• , 5.�, ✓a<xfi.,s+ ,5^'� , :9 'yo gp i( a, \� \ `.�i ` '• �� �/� . CACE / d t,r. �f r� a`"t,' .. Let N 1QAN1 O AMo L ZA : Cl • ?>• ' a ` f� r- l E I 8E'TH 5rr-V I A.is V 9 • I•�.. eke ' � . .[� : - Q • t • m , `? ' ems./ � A4fWo rF+, ` ,aa�F 7:aa r " r ' nt a �� / aGT. 1�•3 'C�3 i _ _ 9 { � _ • 't :r'�.9��7•-' `§jt. � P/�/ ,s* � m rth �. •'.`Y ` '�. .x " • ,:i �[e� OAT,t� S� a dd .. �r .�.� 7 TA1f. MAp SEGTla1.1 a , zz F I&LOG1[ 9 ; p��: : `� , I� �` GAN1� fJ� �1 t> r ,• � 3173% , //EfQ 1 -. R "- - a�Aj-- _ 04p �Qip r O"nti:�`�l/g •C .•• •• '^ - .,e-` WM+ • �4 froao T ..F -.:. r ram; _.:. '.;: - - - _ ,v Ram NOTE MINNOTE : DEPTH OF FOUNDATIONS All lintels In exterior and bearing walls 3 d i6lch �d�`J� 33'0" to be 2x I0s unless otherwise specified nJ lb roof ]Due to the large variety of soils and the— variance in frost penetration in ,411 bedroom windows to have a minimum overhang „ r— —, <d ifferent gelograph ica l locations, please refer to table �f.i2.2.2 of the National vent size Of 24 X 36 for egress �3uilding Gode - and consult local authorities for accepted standards. Ground snow load of 40 PSI= ( I-CI KN per M 2 ) III _ .. ,: and All bearing columns of girder trusses a support I = COPY Hr agq.13-1"�� I ' � �2x6 walls 2'g" I N beams are to be posted to foundation storage area o entry N TOWN OF QUEENSBURY I - TR FLE—ri�tR I --- _ ----- ® � - - _ BUILDING & CODES DEPT. Nn` � � t W L - e .:....:X 'i .+:..... ��.. :}'s. isT:35rt.- - :Y s 1 u J a*-0.:k':yf:j - VI 1 11 1 �1 1 N :: I - -- ---- ----- - ------------ - ---- 4 = REVIEWE BY R 320 x 210 /230 I /I - -- ---- ---- I L 1 i I 1 I depress ess concrete wall I I G I DATE = "752 sq. ft. 1 I I o I > 8 concrete wall to accommodate I u rok�, w: I = — , I — I 11 4 y p attic " 1 11 - I , ra: I n BURY BUILDING uE : _.. HIM on x concrete 2 8 entry door I H L access -a I y 5` C�A�� t►�ZM� N �� strip footing I }; �r, :-s t �" � Y h�r I �•�d or, our Ilrn;ted exarnint , anc e with our comments 'trued 35 IrtdiC2tl": �± I o =" I reinforcingas required � I rovide wirin for 11 N - I I 3 s ec ti; o�s are �t o p g I ► I I 1 I 1 atl r::e IR'th the Building C, _ 2 automatic P garage door A� OF THESE PLANS By vl J \�'ANY MEANSPRODUCi0MB1•TEC IF dY FEDERAL LAW VIOLATIONS ARt PUNISHABLE BN FINES ix •. /nL�\ G 4" concrete slob ' I I I "' • A AMERICAN INSTRI/TT v I TO$100,000 PER OFFENSE ' r ———— I 10 mm rebar I =—————— —— I 1 I I 6ARAH SLAB } '�j,r - I I I I II I - O I _ try•• CALL THE DESIGNER TO Q 24 O/c I 1 N I ( ( ._ ,f1 O •S7' OBTAIN LEGAL COPIES I I W I I i 511 compacted OF THIS PLAN , I = I I I sand gravel I l I I I _ �FGAL S� I • I 4� I I I I I I I I 8" concrete wall f w engineered beam I 1 I I fa�+�L', rti � I I I g 1 I I on 16" x 6" concrete I I I � engineered girde truss I �P�_� —-—-—-—-—- — - -— --- -—- - > I I I I I6' x T o/h garage door ,I o I 1 strip footing 1 I 1 +hie I 5-2x 10 #2 fir — I r t.. 029 - ---- -- -- - - r ----- -- ---- -------�--- - -I cy I I reinforcing as required C I 10-70 o/h garage door � I depress concrete wall to accommodate I I I I — x - o/h ara e door I I depress concrete wall I_ _ _ ___�__�_______ I 1 l8" roof loll �lo ll 21011 21011 161011 210 II overhang I I g0�i0 o/h �arato detdoor I r------ -------------------- qe door r 13'O" 20'0" I h ^01 —— — ————— ———————- Ld 331011 � 61/11 101011 10'0" WEINMASTER SOL �/ �J (f F HOME • DESIGN _ PROPOSED - =T refer to roof truss manufacturers 0 RESIDENCE layout drawing detail for % S a l e = 1 411 Oil T ON LAN installation of eng'd roof trusses 2411 cedar shakes (10" exposure) FOR : i, 15 Ib. perforated felt Engineered girder truss cave protection 12" past inside face exterior stud Noll I2 Ix4 strapping I� ALL CONSTRUCTION Eng'd trusses (9 24" o/c pp• g ADDRESS • 6 c/w overhang engineered roof trusses ® 24" o/c 6 En ineered irder truss SHALL COMPLY WITH truss ties as required LOCAL BYLAWS Eng d trusses @ 24 o/c AND BUILDING CODES �c/w overhang LEGAL 1i truss ties as re uired =r I 11 x a siding 16 IS" overhang TRIFLE G,�R Ix8 sidin „ on building paper vented aluminum soffit g � � CIS overhang 3/8" plywood sheathing 4" concrete slab G � G� 5" Cont. fascia gutter on building paper vented aluminum soffit PROJECT : II 10 mm rebar @ 24" o/c 11 R „ 2x6 studs (§ l6 o/c „ 3/8 plywood sheathing 5 cont. fascia utter - 5 compacted sand � gravel 2x6 studs � 16" o/c g HOUSE R 20 insulation [a 0 6 mil. vapor barrier R 20 insulation a 4" concrete slab ❑ ❑ 10 mm rebar @ 24" o/c SHEET TITLE : I/2" gypsum board rade - - _ - - - - - - - - _ - - - - - _ - _ - rade 6 mil. vapor barrier 5" compacted sand ravel >•` I I I III-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 11=1 I I�I I I�I I-1 I I-1 I I-1 I I-�I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I . -1 I I-1 I I-1 I- 1/2 gypsum boar rade _ - p - - _ gravel radeFOUNDATION =1 I I-1 I I-1 I�I I_.I 11_.I I J�I I j.-!I -I ICI I�I I I_I I I I�I J a l�l l l l J=1 _ - = - = I 1=1 I 1=1 I 1=1 I - - - - - - - i=— _ - - =1 I I-1 I I_ � ! ! _ _ - I I-1 I I-1 I-1 I I-1 I hI I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-111=1 11=111=1 I I-1 11=1 I I I-1 I I I - -1 I I-1 I I-1 I I- I-1 I-1 I I-1 I I=1 I I-1 I I=1 I I=1 I I-1 I I-1 I I-11 H I I- - I I-1 I = _ _ _ _ _ _ = III III-III-III-_ _ - _ - _ _ _ _ _ _ _ - _ _ - _ I 11=1 I�I 11=111=11 I�I I�I�I I I-I I I_I I I-1 I I-1 I I-I I HI I I-I I I_I I I-I I I-I I I-_ 11=1 I I-III �I =1 11=1 I I-1 11=1 I I 11=1 11=1I I;,I 11=1 I I-1 11-1 I I-1 11=1 11=1 11=1 I I�11=1 I ICI�1I I�I 11=1 11=1 I I1=1 11=1I 1=1I l-1 11=1 11=1" "' "' "1-1 ' "' "' =1 11=1 I I= _ ,,�ILIJ,wuu,1,wu,i,wu,�, �,>TI,�I, I I E!1 1 �,k � . 1=1 11=1 11=1 11=1 I I _� 1� I I I �_I I I�I I-I I�I�I 11=1 11=1 11=1 I C�I�I 11=1 11=!I I-III-�I' :!I►_!I►=►II=1 11=1 11=►11=►I1=1 11=1 11=1 I►-1 11=1 I!=i 11=1 11=1 11=l 11=1 1 1=III=111�I�I I!- I a I I�I Fl 111=1 11=l I ..y SCALE : E .A 8 concrete Noll I I�I 1 I-III-111-1 I I=11 I =1 11=1 I I-1 11=1 11=1 11=1 I El 11=1 11=1 11=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I_I I I-1 I I��I I I I-1 I I-1 I�-I-1 I I-1 I I-I I I-I 11=1 I I- -1 11=1 11_ I I El I El I Ed 11=1 I M I M I I-1 11=1 11=1 I I_ I I Q0� I-1I M1I1=1I1=1I 1-1 on 16" x 6" concrete strip footing I1=1I l-' -1I I-1I1=1I MI I1=1I1=1 I1= _ _ =l 8" concrete wall "- S NOTED =1 I MI I I—I I I—I 11=1 I I _III_ D I M E N S I O N F O R MAT I I I_I I I_I I I -I 11=1 I M 11=1 I El I I- reinforcing as required - �— --� I I-I I I-1 I I-1 I MI I MI I 1=1 11=1 I I-1 11=11 on 16 x 6 concrete strip footing r _ -III-,III���Illlilllllllllllill�llllllllllllllll111' sing as required '-111=1 I MI I MI 11=1 X r -1 I I, III=1 I I=1 I I two coats alpha It emu Is ion _ - reinforcing _ 1- - - ( Interior ) , �_ PLAN N 0 _I I 1=1 I I_ be low grade two coats asphalt emulsion ion _ll!-,III 4 - 8" of concrete parging inside of wall inside of wall ti below grade ��� 8" of concrete parging T centre of wall centre of wall 0 ON SHEET U'�� Rn�� 88 SECT ON outside of wall outside of wall C�OoG�'YROC�G�T sca Ie 1/4 " a I ' O " 0 F These drawin s are the exclusive property of g � P � WEINMASTER HOME DESIGN- Reproduction in whole or in part without the written permission of WEINMASTER HOME DESIGN is in violation and SHEETS subject to penalties under the copyright Laws. - - - - In HIM- Mir Im -- — — — — — — I Iul rode R�r MN HII HJ FRONT ELEVAT ON ��z rode - - _ - --- g�cPMP 1s N 5•. TION •�� \ REPRODUC of SE i Puns BY • �y • Amy MEANS S PROHIBITED• ?J _ 1 •BY FEDERAL PUNISH LAW BY FINE0 LI FD ELEVAT � AHE PUNISHABLE BY FINES lA • � -- - - - - TI I I I I • A I AYEP/CAW tN3TiTUTE 1 s 1/ 1 �� : Oi YUIL ER C DE,S14M : l� J^.' 0010�'VVS100.00J I'EH OFFENSE • `�N V, CALL OBTAIN THE OE SIGNER TO .•v .. _..___ -SJ •• OYTINH LEGAL COPIES • A /L •• OE THIS PLAN .. ,zLFGAL S� 9 MR 12 7&- LF-1 HIN WEINMASTER h g"IM rode, , i,6„ HOME • DESIGN W LEFTELEVATONsca le 114 " 1 ' O �' SHEET TITLE : ELEVATIONS .a rade SCALE : AS NOTED Ix8 siding Ix10 trim flashing as required - SHEET , 1 ' O FD A a ELEVAT SGOIe Oil COPYRIGHT OF These drawings are the exclusive property of ir 4 YNEINMASTER HOME DESIGN. Reproduction in whole = or in part without the written permission of WEINMASTER HOME DESIGN is in violation and SHEETS I 1 subject to penalties under the Copyright Laws. ,I=I II_ - mm _ - s :, aA..