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2005-087 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 4z Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20050087 Date Issued: Monday, November 20, 2006 This is to certify that work requested to be done as shown by Permit Number P20050087 has been completed. Tax Map Number. 523400-309-010-0001-080-000-0000 Location: 71 LUZERNE Rd Owner. DANIEL A FOOTE Applicant: DANIEL A FOOTE This structure may be occupied as a: Garage - 2 Cars Attached By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of theresponsib ility for compliance with Site Plan, 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: P20050087 Application Number. A20050087 Tax Map No: 523400-309-010-0001-080-000-0000 Permission is hereby granted to: DANIFT. A FOOTF, For property located at: 71 LUZERNE 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: DANIEL A FOOTE Garage-2 Cars Attached $8,500.00 71 LUZERNE Rd Total value $8,500.00 QUEENSBURY, NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2005-087 576 SQ FT 2-CAR ATTACHED GARAGE WITH 120 SQ FT BREEZEWAY $69.60 PERMIT FEE PAID- THIS PERMIT EXPIRES: Sunday, March 11, 2007 (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 Wns lVig 92005 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement BuildingPermit Application Town of Queensbury—Dept of Com ty Development,742 Bay Road,Quocnsbury,NY (M)761-8256 "Q A permit must be obtained before beginning cnt<ixuotiQn. Pa t File No. No inapevdon will be made until applicant has received a Fee Paid valid building permit. All applicants' spaoes on taus sec.Fee Paid $ application mustbe completed and must appear on the Roviewed B application form. Applicant: jL' F ownce. ------ Address: t L v z E2n.le� Address: 71 A- Phone#( Phone#(Lt n 7 1?2- property Location: Lot Number: / House Number—/ u 'Z- E t*2-nrc Subdivision Name: Tax Map Number: --O . i ?d t3 New Building: residence 1 commercialEstimated Market Value of Construction:$ ` o c> ;/Addition: residence I commercial If an Addition,what will use of now addition bo? C Alteration: residence/ commercial o No change to wderior size: residence/com'1 o Other work(describe ) Chock pecuponeywormation i Floor 2 Floor Other floor Total Below sq.ft. sq.ft. sq it. Square Feat o e fimsily dwelling o Two ASk dwelling 0 Townhouse o 90MG17 dwelling #of units o Office i o Mercantile i , o � O 1 oar d� e _ _- _ r .• - - o 2 oar dstaehed MLe ") 0 3 car detached gmje 04, 1 oar attached garage a( 2 car attstchod 0 3 car attached garage a Storage building- oonsrrlercw o Storage building / roaidentlal sa( er a e�Ze-w� 2 cu / 2 0 What is the proposed height of the structure 17-..feet l inches s Will any second-hand or ungraded lumber be used? If so,for what? Type of Heating System: electric/ oil / gas/wood /forced hot air/ baseboard I other: Number of ZhqjgM to be insAlled Number of WDods yes to be installed List below the person(s)responsible for supervision of work as regards to building codes: Name Address Phone Number Builder E ti X -'tomY—Y770 Plumber Matson e t K 0 7'T E nl ,,. T ; 777 90 Blectriciaa neclaraAW please sign below after you have careftlly road the statement: To the best of my knowledge the statements contained in this 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 Code,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 Uwe 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. Signature: _b_aA,'V'J- ' owner,owner's agent,architect,contractor Check Residential Plan Review: One& Two Family Dwellings Y/N/ /A J(:2)�Full ts of plans sq.ft.—Stamped Design Loads On Plans:90 Wind Floor Loads 40 psf 70 Ground Snow Load Sleeping Areas and Attics 30 psf Calculations: / Window Schedule With Glass Size V Door Schedule/Main Entrance 36"Door Emergency Escape Or Bedrooms and Habitable Space Above/Below grade,5.7 sq.ft. Grade,5.0 sq.ft. 24"(h)x 20"(w)min. 44"Max.Height above floor Residential Check Paperwork Compliance and Inspectors Checklist: OK Dampproofmg/Waterproofing Materials On Plans Foundation Drainage On Plans,if required 6"Drop in 10'Exterior Grade Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10'Where Required Ice and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls Platforms At Exterior Doors Stairway Headroom 6' 8'All Stairs 36"Width Stair Run and Rise , Winder Run and Rise , Spiral Not Allowed From 2 Story Smoke Detectors Battery Backup and Proper Location 1� Bathroom Fixtures Proper Clearance ti Hall Width,36"min. Handrails More Than One Riser On Open Sides Railing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. Safety Glazing Notes For Required Areas Garage Fire Separation Garage Floor Sloped Attic Access ;t Roof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access Carbon Monoxide Detector Lowest Sleeping Level i/ Soil Test Results, if required Septic To Well Or Water Line Separation All Paperwork Signed � 0111T 1-4106 Queensbury Building & Code Enforcement - Residential Finnal/I�n�spec ' n ' N Office No.(518)761-8256 Arrive: am/pm Depart:,� 7�'\am/pm Date Inspection request received: Inspector's Initials: A AcT— NAME: PERMIT#: LOCATION: Z DATE: TYPE OF STRUCTU Comments Yes No N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent throu h 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 s .ft,150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .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%"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure oe Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/O [Temporary/Permanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised I00405.doc Framing / Firestopping Inspection Repo Office No.(518) 761-8256 Date Ins ection r ei ed: Queensbury Building&Code Enforcement Arrive: ` . p rt: am/ 742 Bay Road, Queensbury,NY 12804 Inspector's Initi NAME: PERMIT LOCATION: INSPECT ON: -- "1—fuLp TYPE OF STRUCTURE: Framing Y N N/A COMMENTS 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 %s 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 Fi separation 1,2, 3 hour Fire a2 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. j Garage Fire Separation House side ''/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms <K 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection requ iv Queensbury Building & Code Enforcement Arrive: art: n 742 Bay Road, Queensbury, NY 12804 Inspector's I NAME: PER #: LOCATION: :?- / c> tr INSPECT ON: -Z E— TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air ad 0 P.S`.TTbr,,15 minutes Insulation / R sidential Check/ Commercial Check Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: � � 'R� �� 3� CFtLI�U� -i� WALLLk) ALC3 LAPam Whiting\Building&CodesUnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Report Office No.(518) 761-8256 Date Ins ection re est cei d: Queensbury Building&Code Enforcement Arrive: e rt: 742 Bay Road,Queensbury,NY 12804 Inspector's Ini NAME: 'e PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: —�� Framing Y N N/A COMMENTS Attic Access 22"x 30"minimum Jack Studs I Headers Bracing I 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 Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire 4 hour Firestopping 10/ Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %z 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 IR_ Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: A ,),v Queensbury Building& Code Enforcement Arrive: am/p Depart: pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: Dz^ ^� PERMIT#: D I LOCATION: 7f 4 INSPECT ON: TYPE OF STRUCTURE: A .' Y N N/A COMMENTS Framing Jack Studs/Headers Bracing/Bridging r 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 Anchor 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 �+ VT T '� � 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 LASueHerningway\Building.0 odes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: m 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: 1 NAME: PERMIT#: � LOCATION: INSPECT ON: TYPE OF STRUCTURE:2 rZ_ C t ,4y Framing Y N N/A COMMENTS 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 '/z w 16 gauge(8) 16D nails each side raft 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 ''/z 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 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/p Depart: amr`pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: ,- Y\� _ PERMIT#: <0 S7 LOCATION: INSPECT ON: l tom' TYPE OF STRUCTU E: Comments Y N N/A ,\ ootings Piers Monolithic Slab Reinforcement in Place The contractor is responsible or / 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 i Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. h:1SueHerningway\13uilding.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003 a � ; f I I - oo Jb hh 04 �z <� � f►08`el RCN ' eTgguaan j PDO�j aunznl 1L. 2RO- i - - _ - - in rn Do IC Pepe G v 6 A 7 1 s— C3 f ; . i Q , , , -- - - ta - — Y , , r I ------------ 91 R) 77- jgo� I T 1 1i� t 1/2' OSB ROOF SHEATHING 1/2" OSB 12 ROOF SHEATHING —19 1 ROOF TRUSS ROOT TRUSS 6 i I 12 METAL DRIP EDGE 9(— F CHANNBL 2X8 6UHFASCIA METAL DRIP EDGE VINYL OPTION r T — 1 1 1 OPTION V ALUMINUM FASCIA 1X8 FASCIA 2X4 STUDS O 18" OC VINYL SOFFIT 'I 2X4 STUDS O 18" OC 3/8 PLYWOOD SOFFIT J CHANNEL 5/4X3 SOFFIT NAILER E ALUMINUM FASCIA - [ DBL. 4 VINYL SIDING 3/4' QUARTER ROUND iX6 FASCIA 7Lj /18 1rAFERBOARD SHEATHING T-111 SIDING - H VINYL SOFFIT ., - _ - Z FLASHING VINYL CORNER BOARDS �17 - ^ ' a :3 a. EAVE DETAIL VINYL OPTION EAVE DETAIL T - 111 OPTION NO SCALE 1X4 CORNER. BOARDS i NO SCALE Q C, OPTIONAL DISAPPEARING �APPEARING STAIRS DBL. 4 VINYL SIDING .:'� � f� 7- ; T-III SIDING ' NOTICE ca'�C�.vJ � - ---- 4� AF7 PAPER INSULATI( I-!� .L c - _ _ DISAPPEARING STAIRWAY ' REAR ELEVATION. RIGHT ELEVATION— PRE-ENGINEERED ROOF TRUSSES ARE DESIGNED TO RESIST ROOF —_ — — — — LOADS OF: — — N OT I C ATTIC ROOF TRUSS _ 10 PSF DEAD LOAD i�ttoo L_C> 0 qD tA% FOAM INSULATION MUS BE COVERED JOIST HANGER TYP. 60 PSF LIVE LOAD I HEADER / / �'�tCj �Loct� t_0p 5419 4„ 2X8 HEADER �BY A l§ yIfn�1 f�THER AL BAR�a F 10 PSF CEILING LOAD 3D�Z A R S C\2 / DESIRED BETWEEN 80 PSF TOTAL LOAD V Arnr Tiro TRUSSES. ATTIC ROOF TRUSS IF ROOF LOADING IN YOUR AREA DIFFERS FROM DIMENSIONS ABOVE ARE ROUGH OPENINGS FOR ABOVE SPECIFICATIONS PLEASE DISAPPEARING STAIRS MODEL AS228DE BY 3/OX5/0 FIELD BUILT ADVISE YOUR CURTI5 LUMBER coxcRETB SLAB I BARN DOOR R.O. 3'-2 3/8"X5'-1 3/8" SALES PERSON. EXCEL. 12 9 NO SCALE 24'-0" 12'-0" 12'-0" I l I 1—m T_ ROOFNOTES r1 Y ROOFIi G SHINGLES o� 15# F .LT PAPER ❑ a EDI ❑ o�� _ rr�-"•.•r-.- � � � 1/2 0 'B ROOF SHEATHING 12'-0" IRE-) IG NEE4'E O ROOF ■ E ❑ 9/4" TdcG OSB METAL DRIP EDGE FE:11 ❑ 1X6 FASCIA 3/8" PLYWOOD SOFFIT 5/4X3 SOFFIT NAILERs TOWN OF QUEENSBURY B ILDINC DEPARTMENT m 3/4X4XI3 T&G OSB FLOOR SHEATHING Based on our limit examination 12" GLUE1 & NAILED TO ATTIC TRUSSpplIiance with our meets shad '� not be Construed a indicating the d WA plans and specifics ns are in full - FRONT _ � L � NOTES Compliance with the uildin Codes ELEVATION LEFT ELEVATI(N � 2X4 STUDS ® 16 OC ofN�wYolkState. g I T-111 SIDING TREAT 3D 2X4 BOTTOM PLATE 3 1/2" 23'-5" 3 1/2" ACTUAL DOOR DIMENSIONS to 2" BACK 4" FRONT FOUN DATION NOTES - -- , GRAD " ,� 1 -4 3/4" 1/2 7C12 ANCHOR BOLTS SPACED A MIN. OF 48" OC 0 8" CONC. WALL OVER 16"XB" y DEEP CONC. FTG. REINF. - �ti c W1 2 #4 REBARS FIELD BUILT 3 /OX5/0 BARN DOOR � 4 CONC. SLAB OVER COMPACTED SOIL. SLAB REINF. W/ 6X6 W.W.M. 1, 6/e" T-111 "t y A �e t DOOR SKIN — _I CiI.S NOTE: FOUNDATION MATERIALS ' I CROSS S IJ C T I 0 N wv T 1 1 1 OPTION ARE NOT PART OF PACKAGE BUILDING FT. i 3'-2 3/8" ROUGH OPENING REVIEWED B �L d� DATE 3/4- JAMB STOCK h\ O C ( ` sue. (+/�� ►'� 3/8"X9/4' SQUARE DOOR STOP 5/8' T-111 DOOR SKIN 1X4 DOOR o FACE 8 2X4 DOOR FRAME _ .r .:.; r . 2 4 X 2 4 ATTIC CAR _— �� �7 ROOF TRUSS ROOF TRUSS GARAGE PLAN T-111 SIDING 1 2 B UTT HINGES 1X4 DOOR FACE TRDY — T 111 SIDING ONI� PAIR PER DOOR 5 /B T-111 DOOR SKIN Approved BRICKMOULD CASING Scale: 1/4"-1'-0" Drawn By: SRF z Date. 6/2/03 Job No. Tit le:le. ELEVAII - CROSS SECTION THRU DOOR oN5/x SECT. Page. 1 NO SCAM 3'-O" T NO SCAM RTIS LUMBER CO . , INC . 1 j 9'-5" SECOND / pp o0 7'-8 1/2" \ 16'-8 1/2" TOP PLATE = H M 2 � = LT c 14'-0" SECOND 3 1/2" 02 \ 9'-7 1 2" .� 1�8" � 9H 2 . �, TOP PLATE 3 1 2" 14'-0" SECOND TOP PLATE Oa 10'-0` SECOND TOP PLATS ^1 2—EZ8 ]MR. 1'-8" x-Z" ]MR. 1�-5" 11—EW MR. 1'-6" ALL NVALL FRAMING = 11 1/4" 16" TYP. 6 3/4" 16" TYP. 1 9 -71/2" 9'-7 1/2" _ VIEWED FROM M EXTERIOR 2' 6" 2' 1 '-4 1/2 1 \ 1 1 � \ R I R CO L LEFT WALL a FRONT WALL °° =-'I` " _ 4-- 11 3/4" 16" TYP. 15 1/4" 116- TYP. 15 1/4" 9 1/4 �r� 7'-8 1/2" 15'-8 1/2" 1'-9 1/2" i'-8" L 1'-9 1/2" © a 8'-0" 15'-0" 3 1/2" 3 1/2" 7'-8 1/2" i5'-e i/z" 14'-0" SECOND TOP PLATE 9'-5" SECOND TOP PLATE — 10'-0" SECOND TOP PLATE 14'-0` SECOND TOP PLATE 2-2X8 HDR. a3 REAR WALL co � � _ "Co11-1 COtea" °° i -4 co ���o I RIGHT WALL I 15 1/4" [16- TYP.� 15 1/4" [16- TYP.co "Co co L C-- L I DOOR & WINDOW SCHEDULE " AM �,DOM ON UNIT R,O. WIDTH R.O. HEIGHT TYP. 16 15 1/4 15 1/4 �16" TYP. coNCRaTs SUR. ilk . -; g Ri'-8" - 7'011 -8 1/2" 15'-8 1/2" Lira- I i 2/8 6/8 - ",. 6'-9 3/4" 9X7 OHD 9'-1 1/2" 7'-0 3/4" 3/0 5/0 '';'-2 2/8" 5'-1 3/8" I © © 2X4 STUDS 15'-O" REAR WALL 24'-0" CORNER DETAIL 3B 12'-0" 12'-0" n no icus 24'-O" — — — —— — — — —— — — — — - -— — — —— — — — —— — — — — — � co m i I ' CV - - - - - - - - - -- - - -- - - - - - - - - - - - - - - - - - :.4 37 � -1a„ 3B I r - - -=- - - - - - - -- - - -- - - - - - - - - - - I � I „ 8" CONC. WALL ' I 2 1/2" ® I OVER 16"X8" DEEP m I PROJECTIO 7'-e 1/2" 2/8 I I RE NF. W/ 2NG4 ( I 60 REBARS CONTIGUOUS i ! 15'-e 1/z" SLAB o M o 6X6 W.W.M. Cq ?III-1_LI=1 IT=1 I ! I 1/2" ANCHOR BOLT I—II!11I—I 1= P� TRUSSES GRADE -i 17 I—III—I I ® 24 OF'.. III=_I COMPACTED SOIL UNEXCAVATED W/ I I = _— I I I I, I �;I I i I II I i�l i �i LEFT WALL I to �j �j I I �_ 4" CONC. SLAB ! C ' POURED OVER. I w I=I 1!—I RIGHT WALL I I = d' � C I SLAB REINF. W/ 6X6 w _ - -+ I I W.W.M. M I I 3C I I c I—I I I— I FOUNDATION WALL - r • � I I I o� o o ! ' r -- - - - - - - - - - - -- - - - - - - - - � = FOOTING I I I I FRI 7' a1 2" I I q DROP SHADED AREAS I I SLAB TO POUR OVER I 14 REBAR TYP. 3-PLACES I i 160 3A I I I I I�'� i I 1 I - - - - - - -- - - - - - - - - - -- - - - - - - - - - I FOUNDATION DETAIL 3C 9X7 OHD 9X7 OHD �� ' R.O. 9'-1 1/2"X7'-0 3/4" R.O. 9'-1 1/2"X7'-0 3/4" — - - --- - - - - - - - — - - - -- - - - - -- - — 1 9'-1 1/2" R.O. 1'-11" 9'-1 1/2" R.O. 1'-11" 1'-9 1/2" 9'-4 1/2" 1'-8" 9'-4 1/2" 1'-9 1/2" r' 24'-0" 24'-0 L r t. 2X8 TRACK HANGER . . 2X4 TRTD. JACK 24 'X24 ' ATTIC 2 — CAR © H H 4 © STUD ON SLAB 1'-9 1/2' 9'-7 1 2" 1—B' 9'-7 1 2` 1'-9 1/2" 2X4 SPF JACK STUD FRONT WALL 40133DOOR 2X4 Knrrc STUD DOOR STOP GARAGE PLAN Scale: 1/4"=11_091 Approved Drawn By: SRF 1X8 JAMB BRICKDdOULD a FLOOR PLAN - FO-U-NDATI-ON PLAN21, T-111 SIDING Date: 6/2/03 Job No: I OH DOOR JAMB/FRAMING DETAIL 3A Title: FLOOR, FDN. PLAN Page: 2 No ec►u CURTIS LUMBER C ® . , INC . EY i