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2008-422 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 (zt Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20080422 Date Issued: Thursday, March 10, 2011 This is to certify that work requested to be done as shown by Permit Number P20080422 has been completed. Location: 24 HONEY HOLLOW Rd Tax Map Number. 523400-308-018-0001-033-000-0000 Owner. ANDREW& LISA FEDELE Applicant: JOHN & TAMMY JONES JR This structure may be occupied as a: Residential Alteration By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility 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 (21W 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080422 Application Number. A20080422 Tax Map No: 523400-308-018-0001-033-000-0000 Permission is hereby granted to: JOHN &TAMMY JONES JR For property located at: 24 HONEY HOLLOW 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: JOHN&TAMMY JONES JR Residential Alteration $10,000.00 17 NOBLE Way Total value $10,000.00 QUEENSBURY,NY 12804-0000 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2008-422 Residential Alteration $40.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Thursday,August 20,2009 (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 1� n`to -quee 7 r y,August 20,2008 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement f l�_ ,_-_ FFICE USE ONLY ________ _______________% 1__.___.__...____.__- TAX MAP NO. , PERMIT NO, FEES: PER 1.T ✓. RECREATION ENGINEERING ,� (If applicable) _ PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: Jarrett-Martin Engineers OWNER: John & Tammy .Tones ADDRESS: 12 E. Washington Street ADDRESS: 17 Noble T.ane, Qhy- NY PHONE NOS. 792-2907 PHONE NOS. 745-5648 CONTACT PERSON FOR BUILDING &CODES COMPLIANCE. Robert Holmes PHONE: 792-2907 LOCATION OF PROPERTY: 24 Honey Hollow Road, Queensbury SUBDIVISION NAME: Bedford Close i PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: I i CHECK ALL THAT O _—___APPLY TO YOUR J M f zx d 3 ` �„ PROJECT Z O N U) COw=O Q i O J� - Q Lu �Uw � Zw n cC7 O � Z Q O LL LL (LC3 SINGLE FAMILY g I Nominal area in asement TWO-FAMILY I I I MULTI-FAMILY(NO. ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER Town of Qiteen5bio-y ■ Conanunity Development Office • 7,42 Bay Road, Queen5bury, NT 22804 IF COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: $10,000t FUEL TYPE: u jg HEAT TYPE? N/A. *HOW MANY FIREPLACE(S) N/A AND/OR WOODSTOVES(S): N/A ZONING CATEGORY: SR—lA ARE THERE WETLANDS ON THIS SITE? No IS THIS A HISTORIC SITE? No PROPOSED USE OF BUILDING OR ADDITION: Residential ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? N/A ARE THERE EASEMENTS ON PROPERTY? No 'Please complete a separate Application for `Fuel Burning Appliances&Chimneys"available in our office I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and iin conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above. Signed Director of Building & Codes: 761-8256 (for questions QUESTIONS? CALL 761-8256 OR EMAIL regarding Building Permits, construction codes or septic codeslaD-ctueensbury.net systems) (: VISIT OUR WEBSITE FOR MORE INFORMATION Zoning Administrator: 761-8218 (for questions regarding www.gueensbury-net required permits, the permit process, application requirements or to schedule an appointment) This application /proposed action described Permission is hereby granted to the above ; herein is found to be in accordance with the Applicant to erect or alter the building described zoning Laws of the Town of Queensbury. herein in accordance with said Application: ZONING APPROVAL DATE BUILDING & CODES APPROVAL DATE Town of Queensbitry - Conlinitnit/ Development Office - 742 Bm/ Road, Qlleensbitrt/, :,`, 12804 t OFFICE USE ONLY PROJECT NAME: ; STAFF INITIALS: BUILDING PERMIT SUBMISSION DATE: CHECKLIST FOR: ' SINGLE FAMILY DWELLING 1. Building Permit Application Completed? YES NO N /A 2 Energy Form or CheckMate Energy Code Compliance Forms Complete? (2-copies) x 3 Energy Code Inspector's Report from Checkmate Program? (2-copies) x 4 Septic application completely filled out? (if applicable) x 5. Electrical Inspection Form complete? x 6. Two (2) sets of the plans each of the following: YES NO N /A a. Floor plans (s)? x b. Foundation plan? x c. Cross sections (s)? x d. Elevations? x e. Window and door schedule? x f. Natural Light, Ventilation and Emergency Egress Requirements? x g. Plans signed and sealed by registered architect or engineer? x Two (2) site plans showing location of the structure to be 7. built, location of well or water lines, location of septic system or sewer line? 8. Setbacks from property lines to new structure? x 8 Setbacks to neighboring wells and septic systems, including onsite well and septic systems (if applicable)? x 9. Driveway Permit? x .. ._ .... .... . .. ..... ..... .. ....... .......... .... ... Town of Queensbury • Cornnumity Decelopanent Ofri�ce • 742 Bali/ Road, Queensb{cry, NY 12804 B 12-LTR 1 1-05 Town of Queensbury Building & Codes Fee Schedule Activity Fee 1 & 2 Family Dwelling (includes septic system permit) $0.12 per sf Additions: Commercial $0.14 per sf: Minimum $100 fee Alterations: Commercial $0.12 per sf: Minimum $ 50 fee Additions: Residential $0.12 per sf: Minimum $ 75 fee Alterations: Residential $0.10 per sf: Minimu $40 e Boathouse w/Sundeck $50 Building Permit Renewal: Extends permit for period of 1 yr. $25 Certificate of Compliance & Use $20 Certificate of Occupancy No fee Commercial, Industrial, Public Assembly, Day Care Center, etc. $0.15 per sf: No Maximum Commercial/Industrial: Unheated structures (i.e, warehouse) $0.05 per sf: No Maximum Deck, Porch $0.10 per sf: Minimum $40 Demolition ; $20 Dock ! $30 Fire Marshal Inspection (Includes Solid Fuel burn permit, installation of chimney/wood $25 per inspection stove) i $100 per special projects Floodplain Development Permit $ 25 Garages $0.10 per sf: Minimum $30 House Moving Permit $30 i Mobile Homes (includes septic system permit) $0.06 per sf $25, Above Ground; $35, In- Pool Ground Septic Systems: Alteration or New System Only $ 25, Residential; $35, Commercial Septic Variance (requires Town Board of Health review) $50 Sheds/Storage Structures, Pole Barn, Picnic Pavilion, Misc. $20 per inspection Signs: Permanent $2 per sf Signs: Temporary $ 10 per 12 days /$50 cash deposit Townhouse, Condo, Apartments, Multi-family $0.14 per sf: Minimum $100 i Revised 1-17-07 Queensbury Building.& Code Enforcement -Residential Final Inspection ONle No. (618)761-8256 Arrive: r- part: __^___am/pm Date Inspection request received: Inspector's initia . NAME: PE IT#: LOCATION: -Z / L.l. DA TYPE OF STRUCTURE: Comments: 4" Building Number Address visible from road _ Chimney Height/*W Vent/Direct Vent Location Fresh Air Intake 3 Inch Plumbina Vent through roof minimum 6 inches Roof o /Exterior Finish Com ste Pidoom rm at a#exterior -- Handrail 4 or more risers ` Guards at stairs decks cos more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deckporches 36 Inches or more Handrail Termhurtion at Newell Post or Wall Interior/Exterfor Raclin s 34 inches to 38 Inches Deck ftft/Handicapped Romp Com #ant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off /ne ulator 18 inches above grade Interior pr Lfay/trim/doors/main entrance 36 inches Bathroom/K tchen ht Safety /Window in stairwells Wety gLaft 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 irxhes ei ht in accessible area Crawl Spaces 18 inch x 24 inch access 1 sq.ft:150 sq.ft.vents Bathroom Fans if no window Plumbina fixtures Foundation insulation/Insulation Certification Floor truss draft stopping finished basement 1,000 sq.ft. EM2MM 2Lmss below graft Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-oft at entrance to furnace area Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valves Installed/Heat TraW Water Temp 110 Enclosed Stairs Sheetrock underside minimum W Gypsum Basement stairs dosed rise>4 inches Garace Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealer i V3111 Gas Logo in Sealed or Giles Enclosure Final Electrical Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pip#Bonding As Suitt§2p is System/Sewer D . In on Sticker Site Plan /Variance EMulred Flood Plain Certification if required Okay to issue C I C or C/®1 Temporary I Permanent L:\Building&Codes Form"uilding&Codes\inspection FonnslResidential Final Inspection Form_revised 100405.doc;Revised January 7,2008;Revised 6/2M �Queensbury Building Lde Enforcement - Residential Fi nspection Office No. (518) 761-8256 Arrive: ` = a p - a Date Inspection request received: Inspector's Initials: NAME: C))le, OE T#: 2 LOCATION: TYPE OF STRUCTURE: P Comments: Y N N/A , 4" Build' Number Address visible from road z(D — C Chimney Height/"B°Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors _ Handrail 4 or more risers Guards at stairs deckspatios 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 txpoALd/re ulator 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, sq.ft.-150 ft.vents Bathroom Fans if no window Plumbing fixtures Foundation insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency ress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum W Gypsum Basement stairs dosed rise>4 inches Gara a Floor Pitched Gara a fireproofing/%hour fire door/door closer Duct work Sealed property Gas Loge in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan _ Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/ Temporary rmanent LABuilding&Codes FormslBuilding&Codesunspection FormsWesidentiat Final Inspection Forrn_revise0_100405.doc;Revised January 7,2008;Revised 6/26108 JARRETT Ftrleers, PLLC Civil&Environmental Engineering January 12,2011 John O'Brien, Building& Codes Town of Queensbury 742 Bay Road Queensbury,NY 12804 Re: John&Tammy Jones 24 Honey Hollow Road Tax Map#: 308.18-1-33 Foundation Repairs&Groundwater Improvements JE 08-016 Dear John, This letter is to certify that as of September 9, 2008,representatives from this office visited the project site during the rehabilitation of the foundation that supports the existing structure at the above stated address. Based on our field observations,we believe that the foundation repairs have been constructed substantially in conformance with the design plans prepared by this office,dated June 5, 2008, entitled"Foundation Wall Repair for Jones Residence". In addition, as of November 5, 2008, representatives from this office visited the project site during construction of groundwater improvements at the above stated address. Based on our field observations,we believe that these improvements too,have been constructed substantially in conformance with the design plans prepared by this office, dated August 6, 2008,entitled"Groundwater Dewatering System for Jones Residence". If you have any questions,please do not hesitate to contact us at 792-2907. Sincerely, JARRETT Engineers, PLLC Robert U. Holmes II,P.E. Project Manager CC: John&Tammy Jones S:(Archived Fi1es12008 ProjectsM-016 Jones StructuraM CorresplSentW-016110112 Cert Letter.doc 12 East Washington Street 518-792-2907 Glens Falls, NY 12801 Fax 798-1864 fo Queerisbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: a am/pm Date Inspection request received: Inspector's Initials: NAME: F P IT#: LOCATION: DATE: TYPE OF STRUCTURE: Comments: N NA 4' Building Number Address visible from road O�O ?2-D —� Chimney Height/"B'Vent/Direct Vent Location Fresh Air intake 3 Inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Com ete Platform at all exterior doors Handrail 4 or more risers _ _ a�'� E_ %A:. ,l . Guards at stairs decks patibs more than 30inches above grade Guard at stairvrell at 34 inches or more C=\ELF jZ. ta�t"� � Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wallt-a1 Interior/Exterior Railings 34 inches to 38 inches T � — Deck Bract /Handicapped Ramp Com Iiant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/Mulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight r Safi&glazing/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Bqgea backup: Attic aocess 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access 1 sq.ft--160 sq.ft.vents Bathroom Fans if no window Plumbing fixtures Foundation insulation/Insulation Certification Floor truss draft stoppigg 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 FumacelFiot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%"Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched GaEaM fireptoofsn /%hour frre door/door closer Duct work Sealed properly Gas Logo in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Are Fault Breaker in Bedrooms Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if re aired Okay to issue C/C or C 10 1 Temporary/Permanent 0Building&Codes Form"uilding&Codesllnspec ion FormsWesidential Final Inspection Form_revised^100405.doc;Revised January 7,2008;Revised 6/26/08 Foundation Inspection Report Office No.(518)761-8256 Date In tion e e Queensbury Building&Code Enforcement Arrive: Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspectors Imti s. % NAME: �1 © P T#: LOCATION: Zy N©w�� IN CT ON: TYPE OF STRUCTURE: Comments Y N N/A 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 Placed Footing Dowels Dowels or Keyway in place tom, 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 Northern Tel. 5 18_798-6007 _ Homes 51 Glenwood Ave Glens Falls,- NY 12801 S c } f r 4 i t i ? �. � t 4 ! �t I .. - t _ i be c0ta K. _ ;IL WWS of .._ 1�ew York a 1 } loco Ai1 f- - �I_ 4 r 1 . } 11 Y ) W.e I ; Value Today, Quality For A Lifetime. cm 3 0LU ti 8 LLI N O X a � n QA ROXIMA E _ Z ZO LL o cn Z a cc 2 3 STRONG BACK / PILASTER (TYP.) o EXISTING FOUNDATION WALL S4 S5 W co ..I 62,- „+ Z % 22'-0" o m o J C7'—o"± hoo co a " 0-4-1 y Li7'-o"t �-- O.C. ~-� 7 -0 t o UDh z o \ / ST IR`JVELL z z o - J � LL r U) ui ui oTOP OF BASEMENT � � z TOP OF BASEMENT FLOOR TO GARAGE E -- � FLOOR TO _ BOTTOM OF JOIST .�. BOTTOM OF JOIST 7'-9" J 7 —v Q O O � z ~ RU�CC y F_ W W UD 00 STRONG BACK / PILASTER - PLAN a ° aLij Y 2w 00 SCALE: SEE GRAPHIC SCALE Z cc �� g 0 0 LU Q Z -0 W n o- �cn �� o � 00 GRAPHIC SCALE m D Z (r wC o 0 / 10 0 5 10 20 (A co Y 0 � Zm Buz In U Lu o us aaa C, QZ = a � W (IN FEET) W Z Q N W Z co 0 OL J Go 2 O �r O co L'Eu a o O + � �D a� o ASS o i I L a Q U- �k 0 ZI ! %)) za 00 S' LICE 0 N Lil J Li 3 o m }� ` LL a v O 8 04 2 a :D a 2x10 BLOCKING BETWEEN FLOOR JOISTS z 9 d' tx cn o L W L/3 ( Y3 Q EXISTING 2 LENGTH OF EXISTING FLOOR JOIST) o x10 FLOOR JOIST —\ p & w z ticl V cc Z Lu \' (2) Y2"Ox8" GRADE 5 THRU BOLTS � ti 0 \ 4'—O" \ (STRONGBACK BOLT HOLES TO BE c� =�— SLOTTED TO ALLOW FOR VERTICAL J Z 2 \ u EXPANSION / CONTRATION) w W 00 0 o cn — ~ O J II —EXISTING CMU FOUNDATION WALL a co ~ w BUILT UP 2x6 tr_ _ W Y3 I '� +W III a o cn u-— — " z z o MASONRY U—BLOCK NOTE: N-2 a v STRONG BACK ENCASEMENT S5 II Y4"x1" STRAPPING W/ MIN. 2" WELD W Q x IT— — TOP & BOTTOM EACH SIDE GY Z uj II — — rd �"- - FILL ANNULAR SPACE W 4,000 PSI GROUT 0 > II 3/4" OFFSET FROM WALL o a Z EXISTING 4" THiCK� R'— — z Q CONCRETE BASEMENT SLAB \ II cn O � w o \ Y3 �— _ NOTE. N-1 DOUBLE "C" CHANNEL a o W Q ui z o T I S5 STRONGBACK v—, `� w w C L— — W o w pCZ ZO ) o o o °� F- Jw g� o -EXISTING 6"x3" B—DRY PERIMETER TRENCH DRAIN _� Q --'z z o / � w =Y Oa 0 V-0" c REMOVE FOOTING AS REQURIED m cn n o w zm W N TO ACCOMDATE CHANNEL Q z oW 3"0 ADS SMALL COIL PIPING a a a m z o Nw (ROUTE AROUND STRONGBACK & 3" MIN. oco `� PROVIDE 3" MIN CONCRETE COVER) POURED STRONGBACK FOOTING p o 0 i (B—DRY PERIMETER DRAIN TO BE PROTECTED co = TO PREVENT CONCRETE INFLOW INTO DRAIN) CDco Q a cc cn O �U U) STRONG BACK / PILASTER - SECTION �I GRAPHIC SCALE o I SCALE: SEE GRAPHIC SCALE �' o e 2' a' O SCALE Z \ (IN FEET) S / t t/f W � a o ISSUED FOR CONSTRUVION �fLu z Y CD 0 8/ob 10 Lli �`"s • �I�� Date all SILL PLATE o 0. 4/4" CHANNEL OFFSET FROM EXISTING CMU WALL M a 8 o EXISTING JOIST a- n aco v EXISTING CMU FOUNDATION WALL < _z � q w \LLJ 1 O Q O a a Q a r, � W 00 I I �--� \ - SLOTTED BOLT HOLES (2) Z Z 0 4,000 PSI GROUT ;�_ %8"x1y2" VERTICAL w W 0 -' Z o if li Q W MASONRY NOTE: N-2 , i_ i ' ~" STRONGBACK - ' NOTE: N-1 DOUBLE "C" CHANNEL a mco ENCASEMENT S5 S5 STRONGBACK w LL It 0 CC Lo j a c� r o � — EXISTING 2x 1 0 FLOOR JOIST z z I , W � co r �/ cn cf)z W W a (2) 4' LONG 2x6 SCAB PIECES; NAIL TWO ROWS OF 12D NAILS 0 8�� O.C. EACH SIDE coLL > o mg (2) 3'f LONG 2x6 JACK PIECES; o Z W f NAIL TWO ROWS OF 12D NAILS t W o ® 8" O.C. EACH SIDE W z a - � z o t �� o cr w ww w� a oC U O z z z - o o NEW 2x10 BLOCKING J w g� X 1) co L "� Q � w pE o �.I/ �J/ UJ - I�- BETWEEN FLOOR JOISTS t � a �? Z o zw r>1 Qa 06 ( }3 LENGTH OF EXISTING FLOOR JOIST) U o Zm .N �pw m ~ TZ a w aae o z cr 0 u N O u _ 3 TOP OF STRONG BACK / PILASTER - PLAN VIEW � °ui cc � t' O a U O cn SCALE: SEE GRAPHIC SCALE GRAPHIC SCALE o o o Q) 1' 0 6 1' 2' 4' C NOTES: a� SCALE Z N-1) DOUBLE "C" CHANNEL STRONGBACK MAY CONSIST OF EITHER (2) MC6x 15.1 , (2) C7x 12.25 OR (2) C8x 1 1 .5. (IN FEET) 0 Lu / N-2) STRONG BACK ENCASEMENT BLOCK MAY BE EITHER 10"x8"x16" PIER BLOCK CUT TO FIT OR 12"x8"x16" PIER BLOCK CUT TO FIT Q) [Y z 2 00 N-3) TOTAL OF (7) STRONGBACK/ PILASTERS TO BE PROVIDED ALONG WEST WALL OF RESIDENCE @ A SPACE OF 8'-0"t. �dS 0 0 UC w N-4) WORK GROUT INTO SPACE BETWEEN DOUBLE "C" CHANNEL AND EXISTING FOUNDATION WALL (CREATE FULL BEARING).