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2011-110 TOWN OF QUEENSBURY 742 BayRoad,Queensbury,NY 12804-5902 (518)761-8201 ��� Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20110110 Date Issued: Thursday, September 15, 2011 This is to certify that work requested to be done as shown by Permit Number P20110110 has been completed. Location: 777 WEST MT. Rd Tax Map Number: 523400-301-005-0001-005-000-0000 Owner: ROBERT & PATRICIA DI STEFANO Applicant: ROBERT & PATRICIA DI STEFANO This structure may be occupied as a: Garage Detached By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the l property owner of the responsibility for compliance with Site Plan, (--- ,/,,^1,vP Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY ` 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20110110 Application Number: A20110110 Tax Map No: 523400-301-005-0001-005-000-0000 Permission is hereby granted to: ROBERT&PATRICIA DI STEFANO For property located at: 777 WEST MT. 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: ROBERT &PATRICIA DI STEFAN( Garage Detached $5,000.00 777 WEST MOUNTAIN Rd Total Value QUEENSBURY,NY 12804-8123 $5,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2011-110 280 sq ft detached garage $50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, April 20, 2012 (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 Townriu` sbu ; � Wgdnesday,Apri120, 2011 SIGNED BY �''" �,1 7�/�%' � for the Town of Queensbury. Director of Building&Code Enforcement o J c / c— OFFICE USE ONLY Azi .10 TAXMAPNO. PERMIT NO. i FEE PAID # 5--•- BLDG. &CODES APPROVA ACCESSORY STRUCTURE BU DING PERMIT APPLICATION Use this application for any structure other than the Principal Structure (house) to include, but not limited to: garage, shed, greenhouse, dock, deck, etc. Refer to Informational Brochure No. 3 entitled Accessory Structures- Sheds/Fences. A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. NO INSPECTIONS WILL BE MADE UNTIL THE APPLICANT HAS RECEIVED A VALID BUILDING PERMIT. OWNER: .Rotyk Y INSTALLER/BUILDER: ?c )p y({ <(1 J ( O ADDRESS: ? (..A.3 ...S.TT 144.,() le ADDRESS: I .7x--.Sr DJ PHONE NOS. 747_ c ZC0 PHONE NOS. 7t.•Z. &DZ6 LOCATION OF PROPERTY: &L.C:=�µ-=SEC,>%CI SUBDIVISION NAME: LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: /7 U2 T /14T-A) + 1 HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL? 0 YES X NO IF SO,INDICATE APPLICATION NO.AND DATE OF APPROVAL: ESTIMATED COST OF CONSTRUCTION: $4...:45: GNY OTHER ACCESSORY STRUCTURES ON PROPERTY? fieS IF YES,PLEASE LIST: .S/W...J CSX£ o CONTACT PERSON FOR BUILDING&CODES COMPLIANCE; PHONE: ST s� PROPOSED PROPOSED CONSTRUCTION 1 FLOOR 2 FLOOR TOTAL HEIGHT SQ.FT. SQ.FT. SQ.FT. FT.&IN. OPEN PORCH DECK 3 SEASON,COVERED OR ENCLOSED PORCH' BOATHOUSE • BOATHOUSE WITH SUNDECK I DOCK • SHED POLE BARN X DETACHED GARAGE(NO.OF CARS: 1 ) t� OTHER ACCESSORY STRUCTURE: w *CONSIDERED FLOOR AREA & MUST COMPLY WITH FAR [FLOOR AREA RATIO] REQUIREMENTS IF THE STRUCTURE IS LOCATED IN THE WATERFRONT RESIDENTIAL ZONE. 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. QUESTIONS? CALL 761-8256 OR EMAIL codes(aqueensbu ry.net I have read and agree to the above. VISIT OUR WEBSITE FOR MORE INFORMATION www.queensbury.net Signed Dated: `�/'1 Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury; NY 12804 I -- S Vee4e.so Queensbury Building & Code Enforcement - esidential ri - :1 Ins. -ction Oi:te No. (518) 761-8256 Arrive: � •;tiU a ►i.0 /ileOajt: �)� - /pm Date Inspection request received: Inspector's Initi_ 1 NAME: ��� - 1 PERMIT#: LOCATION: /1 71 DATE: TYPE OF STRUCTURE: 6-:(err.(7-e Comments: Yes No N/A 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers 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 Deck Bracing/Handicapped Ramp Compliant 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/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: 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 to floor/Sticker on Panel Duct work sealed properly/Blower Door Test Certification 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 1A"Gypsum Basement stairs closed rise>4 inches _Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Gas Logs in Sealed or Glass Enclosure Final Electrical; Energy Saving Light Bulbs 50% Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding As Built Septic tem/Sewer Dept. Inspegt(n St er Site Plan /V. 'ance r•quired Flood Plain f ertific. on, if required Okay to iss C! C/O[Tempora /Perman ] L:\Building&Codes Forms\Building&Codes\Inspection Forms1Residential Final Inspection Form_revised_100405.doc; Revised January 7,2008; Revised 6/26/08; Revised 12/22/10, Revised 04/13/11 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date inspection - • - ived: Queensbury Building &Code Enforcement Arrive: \-1,n a • ,/ ► _• -rt: am/p.m_ 742 Bay Road, Queensbury, NY 12804 Inspector's Initials. :dr NAME: j 'ERMIT#: LOCATION: 777 143e0- Mtj) I T INSPECT ON: – — TYPE OF STRUCTURE: Y N z NIA COMMENTS: Framing Attic Access 22"x 30" minimum Jack Studs I Headers Bracing 1 Bridging Joist hangers -010,71/ L A iZ11 _ "T� WS-T- Jack Posts I Main Beams Exterior sheeting nailed properly t ‘ k - 1 12"O.C. Headroom 6 ft. 8 in. ..\--t7c1517 Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes I Bearing Walls • �Qr Metal Strapping for Notches Top Plate 1 %(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft.floor trusses Anchor Bolts 6 ft. or less on center Ice and water 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 IA 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:IBuilding&Codes Forms OLDIBuilding&Codesllnspec ion FoimslFraming Firestopping Inspection Reportdoc Revised January 7,2008 Foundation Inspection Report 1.-'°A---'‘ a" — Office No.(518)761-8256 Date Inspection .:•ue• r-, -iv..': 1/ Queensbury Building&Code Enforcement Arrive: ,a t• u i Depart: r►am/ 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: '` • NAME: P I T#: D// — //C) LOCATION: 17 7 t INSPECT ON: / TYPE OF STRUCTURE: l f Comment4 (._• y N Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation 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:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 3' TALL IRON PIPE FOUND LANDS NOW OR FORMERL Y OF.' CHARLES A. BAKER AND ELIZABE H BAKER L: 519T P. 1:05 REMAINS OF WIRE FENCE IRON ROD SET j REvisjons 9/19/01 - MAP UPDATE - �'. /0 "I h,!Ve seen or observed, or believe I saw evidence ef, r, 4 S houses, wells, trees, ter' es, etc., I also re ;�h on iE7i i.,-G�rG e�rl. JyIJP�E 'i V 4QQe,E LANDS NOW OR FORMERLY OF.- MICHAEL F:MICHAEL J NICHOLS L: 1108,P.- 138 N.M. 52 1/2 ^� IRON ROD SET (LINE MARKER) _' a ' EDGE OF LAWN AREA `i—` \ 1 1.:0'4 i+/— AC,2/20' SETBACK CONCRETE SLAB STONE FLOWER BEDS •�.A/ EDGE OF LAWN LANDS NOW OR FORMERLY OF.- Lim F:Li£SL M. HAVILAND L: 659 P. 131 I HEREBY CERTIFY TO: * ROBERT M. DISTEFANo * PATRICE A. DISTEFANo * HOMESTEAD FUNDING CORPORATION, ITS SUCCESSORS ANDIOR ASSIGNS * TICOR TITLE INSURANCE COMPANY THIS MAP WAS MADE FROM AN ACTUAL SURVEY ON THE GROUND IN ACCORDANCE WITH , THE EXISTING CODE OF PRAC�-FOR LAND SURVEYS ADOP BY THE "NE�rY YORK ST S�4 SOCIATION OF PROFESSIONAL D SURVEYORS A ENCROACHMENTS FOUND ARE SHOWN HE J A - HOUSE DRIVEWAY z", N. Y.P. 173' EDGE OF LAWN IRON PIPE FOUND IRON PIPE -FWUND / UTILITY POLE UTILITY POLE 52/A n � AIM.. 58 LATERAL IRON PIPE FOUND 1' BELOW GRADE IRON PIPE FOUND (BENT) UTILITY POLE �O HYDRANT N.M. 59 ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S EMBOSSED SEAL AND STAMPED WITH RED INK, SHALL BE CONSIDERED TO BE VALID, TRUE COPIES UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. IRON PIPE FOUND 5' TALL IRON PIPE FOUND T�yy4'�T 'Dao �-- N.M. 60 REFERENCES TAx MAP SECTION: 817 BLOCK I LOT. • 15 DEEDS 1) JAMEs P. TROY AND MARJORI�EoJ. TROY B. ALAN HoWfs AND SHARON L. HOWES SEPTEMBER 17, f973 L: 573 P.• 462 2) ALAN B. HowEs AND SHARON L. HOWEs TO ROBERT M. DISTEFANO AND PA.T81C£ A..I1132 F�ANo Jul.Y 23, 2001 L: 1224 P. 80 MAPS 1) "MAP OF A SURVEY OF THE LANDS OF JOHN E & JOCELYNNE M. RUSSELL $ JAMES P. & MARJORIE J TROY" DATED: NOVEMsER 2, 1964 AND JANUARY 13, f966 REVISED: OcTom 7, 1977 BY.- JOHN B. VAN DUSEiJ4 LS 2) "MAP OF A SURVEY OF LANDS FORMERLY OF R. ARTUR & MAUDE M. STEWART SHOWING CONVEYANCES TO THOMAS C. HALL, JR. & WF., RONALD R. ROWLAND & WF., AND KENNETH WAITE AND WF., AND SUBSEQUENT CONVEYANCES TO JOHN F RUSSELL & WF. AND JAMES P. TROY & WF " DATED: No vEMBER 2, 1964 AND JANUARY 13, 1966 BY: JoHN B. VAN Dus£N , LS 3) "MAP OF A SURVEY MADE FOR HARRY H. STEWART, ET AL.' DATED: SEPTEMBER 11, 1975 REviSED: OCTOBER 14, 19175 BY.JOHN B. VAN DUS£N, LS AREA 1.,047+/- AC. MAP FOR: Robert M. Distefano ,s5 I FOY. �o Patrice A. Distefano �ti�� ,n4�,.,' �e BEING IN THE TOWN OF QUEENSBURY f cL, .04SWO COUNTY OF WARREN �lAO STATE OF NEW YORK JAMW MMTOR LICENSED LAND SURVEYOR CHESTERTOWN, NEW YORK r i NESTOR, LS SCALE: DATE: ) N.Y.S LICENSE No. 1 INCH = 30 FEET AUGUST 20, 2001 49660 REVISIONS: m 9/i9/oi 1/2" OSB 1/2" OSB ROOF SHEATHING ROOF SHEATHING 12 12 ROOF TRUSS 14 RTv TRUSS TISDOIIN ROOF TRUSS 14 IM TRUSS TIEDORN END TRUSS \ METAL DRIP EDGE METAL DRIP EDGE (6 RAKE kDDER w/ LOCKING .LL SHEATHING LL STUDS BEYOND [ONAL E LADDER rtcHrvlING DETAIL AX6 SUBFASCIA F CHANNEL 6" ALUMINUM FASCIA ,L so"IT 9/8" PLYWOOD SOFIIT 2X4 STUDS • 16" OC J CHANNEL 2X4 STUDS • 16" OC 5/4X3 SOFFIT NAHAR DBL. 4 VINYL SIDING 3/4" '?JARTBR ROUND T-111 SIDING EAVE DETAIL VINYL OPTION PRE-ENGINEERED ROOF TRUSSES ARE DESIGNED TO RESIST ROOF LOADS OF: 4 T-111 0PTION — VINYL OPTION y ALUMINUM FASCIA -- --'"" iX6 FASCIA VINYL SOFFIT L ROOFING sxrnGLEs 70 PSF GROUND SNOW LOAD w/ TRUSSES @16" ��OC 60 PSF GROUND SNOW LOAD w/ TRUSSES ® 24 OC 10 PSF TOP CORD DEAD LOAD 10 PSF BOTTOM CORD DEAD LOAD 90 MPH WIND LOAD VINYL CORNET DBL. 4 VINYL REAR ELEVATION FRONT ELEVATION "Z" FLASHING 1X4 CORNER BOARDS T-111 SIDING RIGHT ELEVATION LEFT ELEVATION IF THE ROOF LOADING IN YOUR AREA DIFFERS FROM THE ABOVE SPECIFICATIONS, PLEASE ADVISE YOUR CURTIS LUMBER SALES PERSON IMMEDIATELY. 3 GRADE L s o I :M 14'-0" 7'-0" 7'-0" g 31',ga 4r�- � R W W4 rl 001 I'* EAVE DETAIL T-111 OPTION PERMANENT LITERAL TRUSS BRACING TOP CORD — 1/2 OSB SHEATHING BOTTOM CORD — 2 ROWS 2X4 CONTINUOUS AS SHOWN ABOVE CROSS SECTION w T-111 FILE COPY TOWN OF QUEENSBURY BUILDING DEPARTMENT Based thhoour com comments slimited hall not be consb� as indicating the plans and sppeeaqfrcations are in full .o�tiance with the Building Codes of New York state, TOWN OF OUEE BUILDING CO Review ed Y: Date: _- -�- U NOTE: CHECK WITH LOCAL BUILDING DEPARTMENT REGARDING USAGE OF I ICE AND WATER SHIELD AT THE EAVES. m f i` ROOF NOTES e ROOFING SHINGLES j' 15# FELT PAPER TRUSSES ® 24" OCw 70 PSF GROUND SNOW LOAD OR 16" OC w/ 85 PS GROUND SNOW LOAD TRUSSES 0 24" OC m RT7 TRUSS TIEDOI/NS " METAL DRIP EDGE 1X6 FASCIA 0C3/8- PLYWOOD SOFFIT 0 5/4X3 SOFFIT NAILERS WALL NOTES 2X4 STUDS ® 16" OC 1/2" T -i 11 SIDING TREATED 2X4 BOTTOM PLATE FOUNDATION NOTES 1/2"X12" ANCHOR BOLTS SPPACRD A MAX. OF 72" OC AND 12" IN FROM EACH END 8" CONC. WALL OVER 16"X8" DEEP CONC. FTG. REINF. 4, 2 14 REBARS OPTION SOIL °SA N W/ COMPACTED . NOTE: FOUNDATION MATERIALS ARE NOT PART OF PACKAGE 14'X20' 1 1/2 -CAR GARAGE PLAN Scale: iµ•=r-o' I ApprovedDrawn By: SRF Date: 1/18/08 I I Job No.- Title: o:Title: ELEVATIONS/X—SECT. Page: i CURTIS LUMBER CO.,INC. 7'-81 /2" LEFT WALL s O cQ 2.—©/4" 13'-5" SECOND TOP PLATE — 3�� r co >n o I '-2 1/4" n4 1, 15 1/4" 2'-3 3/4" I rtI to I I c o III o� lu 0 c1lo 'I I O I it I � o I ® 24" OC FOR 70 PSF GROUND SNOW LOAD I 0 16" OC FOR 85 PSF GROUND SNOB LOAD w co I 1 i o .4 W !69i3.-72co - CO cq A—m HDR. 5" 16" TYP. I. 9'-7 1/2- 14'-0* 3 1/2" 13'-5" SECOND TOP PLATE p 15 1/4" 2A/4. REAR WALL RE 14'-0' 14'-0" 7'-0" I. 79-0" t R.O. 2'-8'X3'-0' VSH 2830 ROOF TRUSSES ABOVE 3 1/2" CORNER DETAIL 313 3B o © 1 1 2/8 m 1/2" M ..I M 00 0 2'-5 1/4" FF 2.—S 3/4" -----------i I I i I I I I t I I 3A I 9X7 OHD R.O. 9'-i 1/2"X7'-0 3/4" 9'-1 1/2" R.O. 14'-0" —172" 2.—a g'-7-172" /4" FRONT WALL FLOOR PLAN, RIGHT WALL 3 1/2" R.O. HEIGHT VSH2830 11 lift '1 m � I r 1 o 9'-1 1/2" c \ °0 i •� a� �. 'co 4� co M la" 2'-3 3/4- REAR WALL RE 14'-0' 14'-0" 7'-0" I. 79-0" t R.O. 2'-8'X3'-0' VSH 2830 ROOF TRUSSES ABOVE 3 1/2" CORNER DETAIL 313 3B o © 1 1 2/8 m 1/2" M ..I M 00 0 2'-5 1/4" FF 2.—S 3/4" -----------i I I i I I I I t I I 3A I 9X7 OHD R.O. 9'-i 1/2"X7'-0 3/4" 9'-1 1/2" R.O. 14'-0" —172" 2.—a g'-7-172" /4" FRONT WALL FLOOR PLAN, RIGHT WALL 2'-5 1/4" 7'-81 /2- FRONT WALL REAR WALL 2X8 TRACK HANOBR 2X4 TRTD. JACK STUD ON SLAB 2X4 SPF JACK STUD 2X4 KING STUD ON DOOR DOOR STOP 1%8 JAMB SRICKMOM T-111 SD)ING OH DOOR JAMB/FRAMING DETAIL 3A INww" ALL WALL FRAMING— VIEWED FROM EXTERIOR DOOR & WINDOW SCHEDULE UNIT r R.O. HEIGHT VSH2830 2'-8" 3'-0" m � 6'-10 1/2" 9X7 OHD 9'-1 1/2" 7'-0 3/4" \ C o � co M co 2'-5 1/4" 7'-81 /2- FRONT WALL REAR WALL 2X8 TRACK HANOBR 2X4 TRTD. JACK STUD ON SLAB 2X4 SPF JACK STUD 2X4 KING STUD ON DOOR DOOR STOP 1%8 JAMB SRICKMOM T-111 SD)ING OH DOOR JAMB/FRAMING DETAIL 3A INww" ALL WALL FRAMING— VIEWED FROM EXTERIOR DOOR & WINDOW SCHEDULE UNIT R.O. WIDTH R.O. HEIGHT VSH2830 2'-8" 3'-0" 2/8 6/8 2'-10 3/8" 6'-10 1/2" 9X7 OHD 9'-1 1/2" 7'-0 3/4" 14'-0" I r--- -------- a —� I I t "C. I I I OVER 16"X8" EEP t I CONC. FOOTING I REINF. W/ 2 #4 I o t ( REBARS CONTINUOUS I I I I cm I I 1 0 t t I I UNEXCAVATED 1I/ I I t L- POURED OVER. __7 I I SLAB REINF. 1V/ 6X6 I 0 I I W.W.M. i� o I I 3C I I I I I o I I I I i I I I DROP SHADED AREAS I I I SLAB TO POUR OVER I I t,' TYP. 2 -PLACES I I I `--—— — — — — —— — — — -' I !' 1'-3 3/4- 1'-3 3/4" 1' 2'-3 3/4" 9'-4 1/2" M.O. 2'-3 3/4" 14'-0" FOUNDATION PLAN V-8 1/2- lo'—O" SECOND TOP PLATE 11 3/4" 1 6"J TYP. 7'-8 1/2- 11 3/4" 116" TYP 7'-8 1/2" !0'-0" SECOND TOP PLATE 15 1/4"16" TYP. 11'-8 1/2" it' -8 1/2" wrAm BCtI'011 PLATT AND Wf DOOR ON 15 1/4" [is".[ TYP. `'0lsicam no. 11'-8 1/2" 1/2"X12" ANCHOR E GRADE FOUNDATION WALL FOOTING #4 REBAR 16" FOUNDATION DETAIL 3C COMPACTED SOIL LEFT WALL RIGHT WALL v° 11; �o �L; 6 A -t- 4, ` ��©�� -sv-1A CURTIS LUMBER CO..INC. i 10.4 s co N�. co -1 co 11 3/4" 1 6"J TYP. 7'-8 1/2- 11 3/4" 116" TYP 7'-8 1/2" !0'-0" SECOND TOP PLATE 15 1/4"16" TYP. 11'-8 1/2" it' -8 1/2" wrAm BCtI'011 PLATT AND Wf DOOR ON 15 1/4" [is".[ TYP. `'0lsicam no. 11'-8 1/2" 1/2"X12" ANCHOR E GRADE FOUNDATION WALL FOOTING #4 REBAR 16" FOUNDATION DETAIL 3C COMPACTED SOIL LEFT WALL RIGHT WALL v° 11; �o �L; 6 A -t- 4, ` ��©�� -sv-1A CURTIS LUMBER CO..INC. i