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2007-651 TOWN OF QUEENSBURY Fivo 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20070651 Application Number. A20070651 Tax Map No: 523400-307-000-0001-011-000-0000 Permission is hereby granted to: MARK PUSTOLKA For property located at: 47 TUTHILL 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: MARK PUSTOLKA 47 TUTHILL Rd Barn $15,000.00 QUEENSBURY,NY 12804-0000 Total Value $15,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2007-651 2160 sq ft barn $60.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Sunday,November 09, 2008 (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.) 4 Dated at the Tom cfQueen ryyj i/Vrj4yrNovember 09, 2007 SIGNED BY C—Dea for the Town of Queensbury. Director of Building&Code Enforcement OFFICE USE ONLY % ' 3 TAX MAP NO. U1 _ ( ( PERMIT NO. 07-65-7 r 11 FEE PAID 4// (a.``11 A OL�1, r 1p WD BLDG.&CODES APPROVAL qj ACCESSORY STRUCTURE BUILDING PERM ITAPPL lCATION 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: ( L4 AIL R.Ls4z, (k&, INSTALLER/BUILDER: ('yStIf ADDRESS: "T 7 72/77,01 , ADDRESS: PHONE NOS. L,8 2_0 PHONE NOS. LOCATION OF PROPERTY: V7 %v7-��,� s SUBDIVISION NAME: LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: V7 //("Th.,I i- A-I .- ESTIMATED COST OF CONSTRUCTION: $ /5 O D ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? No IF YES,PLEASE LIST: CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: PHONE: PROPOSED CONSTRUCTION 181.FLOOR 2ND FLOOR TOTAL PROPOSED FHTESQ.FT. SQ.FT. SQ.FT. HEIGHT IN. OPEN PORCH DECK 3 SEASON,COVERED OR ENCLOSED PORCH* BOATHOUSE BOATHOUSE WITH SUNDECK DOCK SHED 01'f POLE BARN /6-s 5%. ��� T I a► DETACHED GARAGE(NO.OF CARS: ) '��'�' ) OTHER ACCESSORY STRUCTURE: *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 I have read and agree to the above. codesOaueensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION Signed 0,/ , ' Dated: to/l-1200 y _ www.aueensburv.net oft lag Town of Queensbury Community Development Office • 742 Bay Road, Quf ensbur2 NY:12804 B 1-LGL 11-05. Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: am/p, Desart7 0 am/pm Date Inspection request received: Inspector's Initials: NAME: ( 6.01 e) S+Di K 0. PERMIT#: d ! - [o `. I LOCATION: 479'7 I Gt_71-1,- a i i DATE: ,l :3 \\ - TYPE OF STRUCTURE: Comments: Yes No N/A 4" Building Number Address visible from road E Ii qi Chimney Height/"B"Vent/Direct Vent Location e 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 I trim/doors I 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 sto• in• 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'/z"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%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/Tam•er Proof Race•tacles Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification, if required Oka to issue C/C or C/O(Tempora /Permanent j L:\Building&Codes Forms\Building&Codesllnspection FomisiResidential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08;Revised 12/22/10,Revised 04/13/11 Queensbury Building & Code Enforcement - Residential Final Inspection z Office No. (518)761-8256 Arrive: am/pm Depart: , ,- am/pm Date Inspection request received: Inspector's Initials: /}►1 { NAME: P cts ff)I - ,f' • E�� PERMIT* ,`�� LOCATION: 17 -i" °�il`o 1 I A DATE: / 9-1 --/ TYPE OF STRUCTURE: t2aNl Comments: Yes No N/A 4" Building Number Address visible from road Chimney Height I"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 kAr< `` "-' Interior/Exterior Railings 34 inches to 38 inches �- Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet to4--)1 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches LU Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing �. Interior Smoke Detectors/Carbon Monoxide Detectors tastk: 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 A t, .. Bathroom Fans,if no window Plumbing_fixtures d 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 ,fro ' , Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area t Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve s installed/Heat Tra./Water Tem• 110 Enclosed Stairs Sheetrock Underside minimum'/2"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3%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 System/Sewer Dept. In pection Sticker Site Plan /Variance required Flood Plain Certification, if required Okay to issue C/C or C 10[Temporary/Permanent] L:!Building&Codes Forms\Building&Codes\lnspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08;Revised 12/22/10,Revised 04/13/11 Queensbury Building & Code Enforcement - Residentia F nal Inspection 41 Office No. (518)761-8256 Arrive: am/ m De art:a Date Inspection request received: � Inspector's Initials: L- NAME: ' t � A" PERMIT#: LOCATION: 4� t:' DATE: TYPE OF STRUCTURE: "] V Comments: Yes No N/A 4" Budding 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 I 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 1` ," 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%"Gypsum i �--- Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door I 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 System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C I C or C I 0[Temporary/Permanent] L:1Building&Codes FormssBuilding&Codes\inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08;Revised 12/22/10,Revised 04/13/11 �' ut�ensbury Building & Code Enforcement -Residential Final Inspection 1� No. (518) 761-8256 Arrive: am/pm Depart: 1IC/am/pm Date Inspection request received: Inspector's Initials: NAME: �`� - PERMIT#: C r LOCATION: � �' DATE: AA VI.- TYPE OF STRUCTURE: Comments: Yes No NIA 4" Building Number Address visible from road /red Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete /1/ 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 I 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 I trim/doors I main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safe lzin Interior Smoke Detectors I 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 fa, �- Crawl Spaces 18 inch x 24 inch access, 1 N,ft.-150 sq.ft.vents d Bathroom Fans,if no window Plumbing fixtures _ 5- — Foundation insulation/Insulation 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 — 4 Enclosed Stairs Sheetrock Underside minimum"A"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed properly as Lo s in Sealed or Glass Enclosure F al Electrical _--- final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding As Built Septic System I Sewer Dept. Inspection Sticker Site Plan /Variance required \ Flood Plain Certification,if required . Okay to issue C I C or C I 0[Temporary I Permanent I L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08 0 Queensbury Building.& Code Enforcement - Residential Fina Inspection Office No. (518)761-8256 Arrive: am/pm Depart: hi i am/pm Date Inspection re uest received: Inspector's Initials: it NAME: JAv PET#: LOCATION: DATE: TYPE OF STRUCTURE: - Comments: is !QM1A 4" Building Number Address visible from road 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 r Handrail 4 or more risers OZAIL140-4--Y ( 4 ),..*/ /" 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 t71-2-003) Grade away from foundation 6 inches with 10 feet A 6 inch clearance to sill plate L,21/U22) Nef-KA Gas Valve shut-off exposed/regulator 18 inches above_grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Ors — Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: \Pi e 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 a Jt.-160 sq.ft.vents — Bathroom Fans,if no window Plumbing fixtures Foundation insulation/Insulation 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 I Heat Trap!Water Temp 110 Enclosed Stairs Sheetrock Underside minimum IV 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 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 4 1 Flood Plain Certification,if required Okay to issue C/C or C 10 Temporary/Permanent LABuilding&Codes Forms\Building&Codesllnspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08 e . . ` - iflif g &5TZICAK 4 c; . Th .,z.„ -1 0' -0 -_,,,,a,- i'i act ti.ee , (3..c. Re: JOB1 5776 The truss drawing(s)referenced below have been prepared by Robbins Engineering,Inc.under my direct supervision based on the parameters provided by Saratoga Lumber Traders, Inc.. Pages or sheets covered by this seal: T2801954 thru T2801955 My license renewal date for the state of New York is June 30,2008. ____ r� NLy i... \S A.44 is 9,2 Y4:7'fr cc al November 30,2007 Albani,Thomas The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSUTPI-1995 Sec.2. 6904 Parke East Boulevard Tampa, FL 33610-4115 Phone: 813-972-1135 •Fax: 813-971-6117 www.robbinseng.com DALLAS • TAMPA • FT.WORTH Job: J01315776 Mark: R1 Quantity: 10 Type: 4.2 Span: 240000 P1-H1: 10 Left OH: 1- 0- 8 P Right OH: 1- 0- 8 P Page 1 PUSTOLKA JOINT LOCATION ALL PLATES CENTERED CBI SIZE LUMBER BLMOe truss as follows: MAXIMUM REACTIONS: Coamon Tress JT X-LOC JT X-LOC ON JOINTS EXCEPT: TOP 0.131 2x 6 SPFS-42 O.C. From To JT REACT ACT WID REg RID Auto BOCA/Snow Loading A -12.0-0 F 5-11- 4 JT PLACE SIZE X Y ATM 0.76 2x 6 SPFS-32 TC 24.0" 0-0-0 24-0-0 LHS IN-SX IN-SX Total Design Loads E -5-11-4 C 12-0-0 A 4.00x 6.00 CNTR-0.00 WOO 0.99 2x 4 5PP5-42 BC 120.0" 0-0-0 24-0-0 A 1867 5-8 9-11 p1f-Live Dead Txmo To S1 -5-6-1 D 0 C 4.00x 6.00 CNTA-0.00 hz•-166 TC V 100 10 0.0 12.0 B 0 89 0 D 7.00x 6.00 CNTR-0.75 TC 3b.1.15 Fce1.10 Ftel.10 C 1867 5-B 3-11 TC V 100 10 12.0 24.0 S2 5-6-1 BC Fbe1.10 Fc.1.10 re.1.30 hz=166 BC V 0 10 0.0 4.7 1 BC V 40 10 4.7 7.2 UPLIFT FOUND AT BEARINGS BC V 0 10 7.2 16.8 ERG UPLIFT ARE UPLIFT BC V 40 10 16.8 19.9 LES L88 BC V 0 10 19.3 24.0 A 234 C 234 +5 Wind Load Cases +2 Cobol. Load Cases TL Dell -0.17" in D-C 1/999 NOTES: LL Dell -0.11" in D -C L/999 Trusses Manufactured by: Shear//Grain in E-51 0.50 SARATOGA LUMBER TRADERS Analysis Confozms To: ANSI/TPI 95 6 02 OR Loading Soffit pal 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), 6x6= IeC/IBC-2003 and Inc 2004 HO 7-7 B lip 7_•7 Inaction 1607.1), 20.0 psf. Design checked for 10 pal non- . , concurrent LL on BC. Wind Leads -ANSI/ASCE 7-02 \�` Trues is designed as a Main TCU \\'� TCU Wind-Force Resistance System. 4x6 ii 4x6 Wind Speed: 90 mph �\ Moan Roof Height: 25-0 / SiS2 Exposure Category: B 10 /// N.' . Occupancy Factot 1.00 2x4•\ N, 2X4 if Buie: Enclosed E \\'', ♦ F Zone eliocation: Exterior 11-5-10 TC Dead Load : 3.0 psf ot �, 8C Dead Load 3.0 psf 10-7-7 \N Roof Snow Load per ASCE 7-02 7, Ground Snow Load. 70.0 psf �\ Rain Lead . 0.0 pa/ TCL \` 2 TCL Irportance Factor 1.00 Thermal Factor 0.90 susa Factor �\'\ \\ Ha].ancedExpoLoad Factor 0.35 4A6 \ Unbalanced eLeaa.d Factor ch.Chocked 1.67 Lead Footers.1.50 and 0.00 G%( BCL D BCL ��� � u.d our Page 2 o:50S spl W:50� ,�P �tSPS A.Cafe Q,? TC 12-0-0 24-0-0 r 24- -0 �I�p`,�� cc to 1 Ic 24-0-0 G. 1 L i - w ALL PLATES ARE MT2020 s �0 077357.1 ,,, v REVIEWED BY: Robbins Engineering, Inc. REFER TO ROBBINS ENG. GENERAL 6904 Parke East Blvd. NOTES AND SYMBOLS SHEET FOR November 30,2007 Tampa, TL 33610 ADDITIONAL SPECIFICATIONS. Robbins Engineering, Ina./Online Plus" Connector plates shag be applied on both facto of truss at ench lolot.Center the Robbins En&Co.bears no responsibility fur the erection of trusses,field bracing plates,unless indicated otherwise.No house Idiots or rune In plate contact area. or permanent truss bracing.Refer to DC'SI IQ as published by the Truss Plate Auto BOCA/Snow Loading Designer: Lucas Ahl Splice only where shown.Overall spans assume 4"bearings al each end,unless Institute,318 Nor1111m Street,Suite 312,Alexandria,VA 2231q.Persons TC Live 50 psf Checker: indicated otherwise.Culling and fabrication shag be performed on equipment erecting trusses are cautioned to seek professional advice concerning proper which produces snug-tilting Joints and plates.Unless uthenviw u noted,moisture erection bracing to prevent toppling and"domwmg"•Cart should be taken to TC Dead 5 psf Reviewer: content of lumber rang not exceed 19%at Minx of mbriclion and this design is prevent damage during fabrirnlion,storage,shipping and erection.Top and BC Live 0 psf Designed: not applicable fur use with Me retm'dnnl lumber and some preservative bottom chords shag be adequately braced In the absence of sheathing or rigid BC Dead 5 psf Rev No: irxoonenls.This design was prepared In accordance with"National Design ceiling,respectively.It Is lilt responsibility of olhav to ascertain that the design Specifications for Wood Comuuctian"(APPA),"National Design 5tondani for loads utilized on lMs drawing moot or teced the actual dead loads unposed by the Total 60 psf Rev Date: Metal Plate Connected Wood Truss Construction"(ANSI/TPI 1),and HUD structure and the live loads Imposed by the local boiling code or historical Lumber SI 1.15 Run Date: 11/30/07 Design Criteria for Trussed Rafter,. cllmulle records. FI'RNIBIIA COPY OFTDIS DESIGN TO ERECTION CONTRACTO0. Plate SI 1.15 Version: 21.0.060 IT IS THE RESPONSIBILIIV OF THE BUILDING DESIGNER TO REVIEW THIS TRUSS DESIGN DRAWING as VERIFYSpacing 24.0 in. Drawing: T2801954 THAT DATA INCLUDING DIM AND LOADS CONROIUI TO ARCH.PLAN/SPECS AND PAS.TRUSS PLACEMENT DIAGRAM Robbins Engineering,Ine./Online Pius.e 1998.2007 Version 21.0,060 Engineering Review Drawing 111302007 7:27:44 AM Page 1 of 2 t Job: J0815776 Mark: R1 Quantity: 10 Type: 4.2 Span: 240000 P1-H1: 10 Left OH: 1- 0- 8 P Right OH: 1- 0- 8 P Page 2 PUSTOLKA Notes Continued Prom Page 1 Max comp. force 1792 as Max tens. force 1423 as Quality Control Factor 1.00 Robbins Engineering,Inc./Online Plus1.01996.2007 Version 21.0.060 Engineering Review Drawing 11/302007 7:27:44 AM Page 2 of 2 Job: JOB15776 Mark: R2 Quantity: 1 Type: 4.2 Span: 240000 P1-H1: 10 Left OH: 1- 0- 8 P Right OH: 1- 0- 8 P Page 1 PUS TOLKA JOINT LOCATION ALL PLATES CENTERED COI SIZE LUMBER Brace truss as follows: MAXSHUH REACTIONS: Common Truss • OT X-LOC OT X-LOC ON JOINTS EXCEPT: TOP 0.08 2x 6 SPAS-02 O.C. Prom To IT REACT ACT MID REQ WED +5 Wind Load Cases A -12-0-0 C 12-0-0 JT PLATE SIZE X Y BEM 0.04 2x 6 SPFS-42 TC 24.0" 0-0-0 24-0-0 LBS IN-SX IN-SX +2 Utshal. Load Cases D -10-0-0 X 10.0-0 A 4.00x 6.00 CNTR-0.00 WBS 0.26 2x 4 SPFS-82 BC 120.0" 0-0-0 24-0-0 3118 N/A N/A NOTES: F -8-0-0 V 8-0-0 C 4.00x 6.00 CNTR-0.00 One Continuous Lateral Brace +CONTINUOUS BETWEEN A-C Trusses Manufactured by: H -6-0-0 T 6-0-0 N 6.00x 6.00 CNTR-1.25 TC Fb=1.15 Fr=1.10 Pt=1.10 H-L N-E P-0 hr--166 SARATOGA LUMBER TRADERS S1 -5-6-1 R 4-0-0 BC Fb=1.10 Fc=1.10 Ft=1.10 Attach CLB with (2)-10d nails Analysis Confouns To: J -4-0-0 P 2-0-0 at csson each web UPLIFT FOUND AT BEARINGS AN81/TPI 95 4 02 L -2-0-0 N 0 ARO UPLIFT BAG UPLIFT OE Loading B 0 63 0 LBS LBS Soffit psf 2.0 O 2-0-0 M -2-0-0 A-C 468 Design checked for LL on BC Q 4-0-0 R -4-0-0 per BOCA (section 1606.2.3), S2 5-6-1 I -6-0-0 TL Dail 0.00.in X-C L/999 1BC/IRC-2003 and HBC 2004 S 6-0-0 0 -B-0-0 LL Defl 0.00=in X-C L/999 (section 1607.1), 20.0 psf. U B-0-0 E -10-0-0 Shear//Grain in J-L 0.17 Design checked for 10 psf non- W 10=0-0 Oeacum rrt LL on BC. Refer to Gen Det 3 series for web bracing and plating. Wind Leads-ANSI/ASCE 7-02 Truss is designed as a Main 6x6= Wind-Force Resistance System. Wind Speed: 90 mph HO 7-7 B H0 7-7 Mean Roof Height: 25-0 Exposure Category: B I -\� Occupancy Factor : 1.00 / L \•0 Building Type: Enclosed TCU \ TCU Zone Location: Exterior TC Dead Load : 3.0 psf ��•\ BC Dead Load : 3.0 psf i 4x6-i J \'NQ 4x6 Roof Snow Load per ASCE 7-02 Ground Snow Load= 70.0 psi 10 / Si S2\' Raid Load . 0.0 psf H S Importance Factor 1.00 \ Thermal Factor 1.10 11-5-10 " \rwra Exposure Factor 0.90 TCL \.TCL Balanced Load Factor 0.35 10-7-7 \ ➢m,lancea Load ranter 1.67 unbalanced Loads Checked Load Factors= 1.5D and 0.00 *2x4 1/// Max Comp. force 327 Lbs D / \ Max tens. force 111 Lbs / ��� Quality Control Factor 1.00 4xx6/�- \ 4C6- // 8 i 0 P 8 0 0 a �` 1:;, BCL E G I K M N BCL P R T V X ��Of NE y 6x6= aX o , :+r�, ^"�/Az ,,rlV,„'ate+, +; r,7�, 4. .V.,,W.,.7/7<✓F,,;/ ,oc,*.v v,*.1. .s; 71�4..1 ,/c+;'.nro5' o ��� bopeS A.qt q(�. . co o SPL o ' 1 -79 * TC 12-0-0 24-0-0 I * .w' �C 29-b-0 • 24-0-0 ♦cti d�,4� W ..4.m 'a."_ ALL PLATES ARE MT2020 � �• 5.1 See Joint D For Typical Gable Plate Size and Placement tQ a�?35.7'1 �$ A�© v PE'S5t0,- REVIEWED BY: Robbins Engineering, Inc. REFER TO ROBBINS ENG. GENERAL 6904 Parke East Blvd. NOTES AND SYMBOLS SHEET FOR November 30,2007 Tampa, FL 33610 ADDITIONAL SPECIFICATIONS. Robbins Engineering, Ins./Online Plus=s Connector plates rime be applied on bulk faces of truss at each Joint.Center the Robbins Eng.Co.bean nu responsibility fur the erection of trusses,fold bracing plates.milers Indicated otherwise.No louse kiwis ur wane hi plate contact area. or permanent truss bracing.Refer to DCSI 143 as published by tie Trues Plate Auto SnOW Loading Designer: LOcas Ahl Spite only where shown.Overall eons assume4"bearings of anon end,union Institute,218 North Lee Street,Suite 312,Alexandria,VA 22314.Purism TC Live 50 psf Checker: Indicated olheMbn.Cutting and rabrlcalion shall be performed un equipment erecting trusses ore cautioned lu seek professional ethics:concerning proper which puniness snugdilling Janis and plates.L'Nanulhenrhe noted,moisture cnollunbnomg to prevent toppling and"dominoing".Care should betoken to TC Dead 5 psf Reviewer: content of lumber shall nut exceed 19%at lime or fabrication and lists design Is prevent damage during fabrication,storage,shipping and erection.Top and BC Live 0 psf Designed: not applicable for use with lire retardant lumber and sumo pnrenalivo bottom chords shall be adequately bruel In the absence of sheathing or rigid BC Dead 5 psf Rev No: treatments.This design was prepared In accordance with"Notional Design ceiling,rerpeclively,It b the responsibility ofolhers to ascertain that the design SpenNcstions for Wood Construction"(AFPA),"National Design Standard fur loads utilized on this drawing me00 or exceed Ilse actual dead loads imposed by the Total 60 psi Rev Data: Metal Plate Connected Wood Truss Construction"(ANSI/TPI 1),and HUD structure and the live loads imposed by the local building code or hisluoical Lumber SI 1.15 Run Date: 11/30/07 Deign Criteria for Trussed Rafters. dimalie records. FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR Plate SI 1.15 VeIsion: 21.0.060 IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO REVIEW THIS TRUSS DESIGN DRAWING&&VERIFY Spacing 24.0 in. Drawing: T2801955 THAT DATA INCLUDING DIM.AND LOADS CONFORAI TO ARCH.PLAN/SPECS AND PAB.TRUSS PLACEMENT DIAGRAM. ' Robbins Engineering,Ina/Online Pluswr 4D 1998-2007 Version 21.0.080 Engineering Review Drawing 11/302007 7:27:44 AM Page 1 a ROBBINS ENG. GENERAL NOTES 86 SYMBOLS 108 PLATE LOCATION FLOOR TRUSS SPLICE LATERAL BRACING il Center plates on joints ( 3X2, 4X2, 6X2 ) Designates the location for continuous lateral bracing(CLB)for unless otherwise noted support of individual truss members in plate list or on drawing. only.CLBs must be properly Dimensions are given in anchored or restrained to prevent inches(i.e. 1 1/2"or 1.5") simultaneous buckling of adjacent or IN-16ths(i.e. 108) (W) =Wide Face Plate truss members. (N) =Narrow Face Plate PLATE SIZE AND ORIENTATION DIMENSIONS BEARING The first dimension is All dimensions are shown in When truss is designed to 3x5)1 the width measured FT-IN-SX(i.e.6'-8.5"or bear on multiple supports, perpendicular to slots. 6-08-08).Dimensions less interior bearing locations The second dimension is than one foot are shown should be marked on the the length measured in IN-SX only(i.e.708). Fl< truss.Interior support or parallel to slots.Plate temporary shoring must be orientation,shown next in place before trusses arenecessary,6-08-08 W=Actual Bearing installed.Ifshim to plate size,indicates direction of slots in Width(IN-SX) bearings to assure solid connector plates. , 1708 R=Reaction(lbs.) contact with truss. U=Uplift(lbs.) Metal connector plates shall be applied on both faces Robbins Eng. Co.bears no responsibility for the of truss at each joint. Center the plates,unless erection of trusses,field bracing or permanent indicated otherwise.No loose knots or wane in plate truss bracing. Refer to"Building Component Safety contact area. Splice only where shown.Overall spans Information"(BCSI 1) as published by Truss Plate assume 4"bearing at each end,unless indicated Institute, 218 North Lee Street, Suite 312,Alexandria, otherwise. Cutting and fabrication shall be performed Virginia 22314.Persons erecting trusses are cautioned using equipment which produces snug-fitting joints and to seek professional advice concerning proper erection plates. Unless otherwise noted,moisture content of bracing to prevent toppling and"dominoing". Care lumber shall not exceed 19%at time of fabrication and should be taken to prevent damage during fabrication, the attached truss designs are not applicable for use storage,shipping and erection.Top and bottom chords with fire retardant lumber and some preservative shall be adequately braced in the absence of sheathing treatments.Nails specified on Truss Design Drawings or rigid ceiling,respectively. It is the responsibility of refer to common wire nails, except as noted.The others to ascertain that design loads utilized on these attached design drawings were prepared in accordance drawings meet or exceed the actual dead loads imposed with"National Design Specifications for Wood by the structure and the live loads imposed by the local Construction" (AF&PA), "National Design Standard building code or historical climatic records.When truss for Metal Plate Connected Wood Truss Construction" hangers are specified on the Truss Design Drawing, (ANSI/TPI 1),and HUD Design Criteria for Trussed they must be installed per manufacturer's details and Rafters. specifications. FURNISH A COPY OF THE ATTACHED TRUSS DESIGN DRAWINGS TO ERECTION CONTRACTOR. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO REVIEW THESE DRAWINGS AND VERIFY THAT DATA, INCLUDING DIMENSIONS&LOADS, CONFORM TO ARCHITECTURAL PLAN / SPECS AND THE TRUSS PLACEMENT DIAGRAM FURNISHED BY THE TRUSS MANUFACTURER. 6904 Parke East Blvd. . „ ,, ., Tampa, F1 33610-4115 , ,,..„ A„.. . Tel: 813-972-1135 Fax: 813-971-6117 • • i 1144• www.robbinseng.com y Queensbury Building & Code Enforcement - Residential Final inspection Office No. (518)761-8256 Arrive: am/pm Depart: ( \7Cm/pm Date Inspection request received: Inspector's Initials: /1 , • NAME: C PERMIT#: LOCATION: DATE: TYPE OF STRUCTURE: �.� Comments: I Yes No N/A 4" Building Number Address visible from road ecto! rev C)k\ 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,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 Wail 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 I main entrance 36 inches_ L ` Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors 1 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 1 Insulation 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()installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum IA"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 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/0[Temporary/Permanent I L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised 100405.doc;Revised January 7,2006;Revised 6/26/08 ickler 7Gcav 2;3c7 —f Leaeacif Framing / Firestopping Inspection Re:y • Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: '. NAME: ! (��I / \�� _ PERMIT#: I —67 a LOCATION: 11777 a INSPECT ON: TYPE OF STRUCTURE: i , B1142-1° ) Y N NIA. , COMMENTS: Framing ss 22" x 30" minimum Jack Studs/Headers Bracing I Bridging V� Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Botts 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%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Sp=ce/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:1Building&Codes Forms-OLD1Building&CodesInspection Forms Framing Firestopping Inspection Report.dcc Revised January 7,2008 x „. /O / Foundation Inspection Report Office No.(518)761-8256 Date Inspectiopreq -st ed: d /e Queensbury Building&Code Enforcement Arrive: V. vj . i p i ,. Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial.: r � NAME: Sty)I O P IT#: ��� LOCATION: L(---7 L t( 14 SPECT ON: ,-)Cf/C,jr" TYPE OF STRUCTURE: 3 � -_ i (0,3,F'� cii\ i u\6Comments 0 Y /J N N/A Itings i�/ IN Monolithic Slab �C' ®R____ emforcement-in Place �� P The contractor is respon ible fd - providing protectio om freezi0 for 48 hours wing 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: Oz_.: 12 inch width 6 inches above footing (4 mil poly for wet areas under slab ckfill 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 7 POsT`ANCHORS PA,: PACE)--''&. PAU-SERIES otsusP 144010. - r,STRUCTURAL CONNECTORS' 1 Post Anchors are used to secure wood posts to concrete footings. These post anchors also provide / 1II moisture damage protection and feature a 1"stand-off plate to elevate wood posts above concrete surfaces. ,t 1 PA(E)-2-sided post anchors with high uplift and bearing capacity. , 1, 1 PA-High capacity utilizing 4-sided design. t ,z EW 44 - PAU-Higher uplift resistance and optional bolt fastening to post. [� ES t Materials: See chart S�Z Finish: G90 galvanizing, PA_E-GC models- Gold Coat ,... 1 Options: PA44, PA46, PA66, PA44E, PA46E, PA66E, PAU44, PAU46, 1 PAU66& PAU88 are available in Triple Zinc.To order, add TZto Typical PA44E 1 v stock number, as in PA44-TZ. installation c Codes: 1CC-ES ESR-1178, NER 530& NER 608, FL569R-1, FL821, AVAILABLE IN 1 8 FL822, L.A. City RR 25337& RR 25357, 1 Dade County, FL 03-0508.05—PAU44& PAU66 COAT .r n" 1 o. Installation: ' 1 S •Use all specified fasteners. Install with supplied washer. See Product Notes, page 16. . 1 Fs, Anchor bolts and nails are not furnished. • Not recommended for fence posts or other unrestrained (not fixed or fastened at top) 1 applications. These anchors are not designed to resist overturning(moment) loads. tl a"i4 o • Anchor bolt installation - position 5/8"diameter anchor bolt at desired location with minimum 4" PAU 1 embedment into 2000 psi concrete.A minimum 2"edge distance is required to achieve allowable loads. •For hardened concrete or retrofit installations-use 5/8"diameter threaded rod with USP's CIA-EA cross-section 1 or CIA-GEL 7000 adhesive,follow installation instructions. 1 / The codes specify that non decay resistant columns exposed to a: weather or located in basements or cellars must be supported by , o piers or metal pedestals projecting 1-inch above floor or -0 H 1 finished grade.IRC R319.1.4,IBC 2304.11.2.6,UBC 2306.5 . 0 Bolts must be ordered t The codes specify that structural columns shall be fastened separately.See page 26 . 2 I 1°' `°' to resist net induced uplift forces and prevent lateral displacement for available sizes. ♦ .' ., 7 1 at the bottom end.IRC R407.3,IBC 2304.9.7,UBC 2314 2 3/4 f _- .. -mow w 7 no ( Steel Gauge Dimensions Fastener Schedule'•' Allowable Loads(Lbs.)4 PAUin III Post DF-L/SP 1 Stand Bearing Uplift' co to it Post/ USP off Anchor Nails Bolts ; t! N Column Size Stock No. Ref.No. Base Plate: W H L Bolt Nails Bolts 100% 133% 160% 133% 160% " I 4 x 4 PA44 AB44 18 12 3-9/16` 2-1/8 3-1/2 (1)1/2 (8)16d ---- 5135 380 380 ---- ---- ' 4 4 x4 Rough PA44R AB44R 18 12 4-1/16 3-1/2 4 (1)1/2 (12)16d 5135 380 380 ---- • ;• 4 x 6 PA46 AB46 18 12 3-9/16 3-1/2 5-1/2 (1)1/2 (14)16d ---- 6285 505 505 a'a`- i r I 4 x 6 Rough PA46R AB46R 18 10 4-1/16 3-1/2 6 (1)1/2 (14)16d ---- 6285 505 505 - --- f > { 6 x 6 PA66 AB66 18 f 12 '5-9/16• 3-1/2 - 5-1/2 (1)1/2 (16)16d ---- 6950 . 470 470 ---- ---- + 6 x 6 Rough PA66R A666R 18 12 6-1/16 3-1/4 6-1/16 (1)1/2 (16)16d 6950 470 470 ---- 044. _ I 7-1/4 x 7-1/4 PA725 ---- 16 12 7-5/16 4 7-5/16 (1)1/2 (16)16d ---- 6950 555 555 ---- 1. 8 x8 PA88 ---- 18 12 7-9/16 3-5/8 7-3/8 (1)1/2 (16)16d ---- 7540 650 ' 650 ---- -- 8 x 8 Rough PA88R --- 18 12 8-1/16 3-5/8 8 (1)1/2 (16)16d , ---- 7540 650 650 ---= ---- Typical PA I PA44E ABE44 (6)16d installation (" 4x4' 18 16 3-9/16 3-1/2 3-1/2 (1)1/2 ---- 6775 990 990' ---- ---- PA44E-GC = (6)N16C-GC 4 x 6 PA46E ABE46 18 12 3-9/16 3-1/2 5-1/2 1 5/8 ---- 13815 825 i (8)(N16C-GC Stand-off lat PA46E-GC O 825 PA66E ABE66 8 16d= ` 6 x 6 14 12 5-1/2 3-1/2 5-1/2 (1)5/8 16005 1060 1060 PA66E-GC --- (8)N16C-GC - j 1 4x4 PAU44 ABU44 12 16 3-9/16 5-7116 3 (1)5/8 (12)16d (2)1/2 6775 2350 2535 2265 2265 Washer 4 x 6 PAU46 ABU46 10 12 3-9/16 6 5 (1)5/8 (12)16d '(2)1/2 13815 2350 2535 2265 2265 4110 / .,1.x.6 PAU66 ABU66 10 12 5-1/2 6 5 (1)5/8 (12)16d (2)1/2 16005 2380 2380 2265 2265 I 8x8 1 PAU88 ABU88 12 12 7.1/2 7-3/16 7-1/16 (2)5/8 (14)16d -- 24900 2780 3185 ---- --- base °r-P por 8 x 8 Rough PAU88R ABU88R 12 12 8-1/16 6-15/16 7-1/16 (2)5/8 (14)16d -- 24900 2780 3185 ---- ---- ' 1)Uplift loads have been increased 33-1/3%or 60%for wind or seismic loads;no further increase shall be permitted. ' 2)Minimum nail embedment shall be 1-5/8"for 16d nails and N16C-GC. 3)All bolts shall meet or exceed the specifications of ASTM A 307. 4)Allowable loads are based on the use of either nails or bolts;nail and bolt values cannot be combined. '- -m;,; New products of-upda ed product information are designated inred. PA 1-800-328-5934•www.USPconnectors.com 0'0 "<<J USP2000-071 lir . -/ /t Foundation Inspection Report Office No.(518)761-8256 Date InspectioAre , est Yece ved•:( Queensbury Building&Code Enforcement Arrive: " ) Depart 742 Bay Rd.,Queensbury,NY 12804 Inspector's In °d ,K NAME: POS / 'ERMIT#: 65 LOCATION: 1-j? � � / I/INSPECT ON: (1 —2?----Cr? • TYPE OF STRUCTURE: Comments ell robI . Y /N N/A Footings101, ror-ALrik; ?3 2 - a/ -Piers Monolithic Slab 1 e r re. O 1' vow v—'97 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. V Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing 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 I 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