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2005.342 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20050342 Date Issued: Friday, August 19, 2005 This is to certify that work requested to be done as shown by Permit Number P20050342 has been completed. Tax Map Number: 523400-296-010-0001-008-000-0000 Location: 35 WINCREST Dr Owner: PETER G KINDERSLEY Applicant: PETER G KINDERSLEY This structure may be occupied as a: Porch By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the /1 property owner of the responsibility for compliance with Site Plan, It- 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: P20050342 Application Number: A20050342 Tax Map No: 523400-296-010-0001-008-000-0000 Permission is hereby granted to: PF,TFR CT KTNDF,RSI,F.Y For property located at: 35 WINCREST Dr 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: PETER G KINDERSLEY 35 WINCREST Dr Porch $17,940.00 Total Value $17,940.00 QUEENSBURY, NY 12804 Contractor or Builder's Name /Address Electrical Inspection Agency PATIO ENCLOSURES 1240 CENTRAL Ave ALBANY. NY 12205-0000 Plans&Specifications 2005-342 196 SQ FT PORCH $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday, June 17, 2006 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queenshury before the expiration date.) Dated at the Tor7v� , June 17, 2005 SIGNED BY for the Town of Queensbury. Director of Building&Code forcement Porch, Deck, Dock, or Boathouse Permit Application Town of Queensbury—Dept of Community Development,742 Bay Road, Queensbuiy,NY (518)761-8256 A permit must be obtained before beginning construction. No Permit File No. —3y inspection will be umde until applicant has received a valid Fee Paid $ building permit. All applicants'spaces on this application must be Reviewed.I completed and must appear on the application form PP 4j&, r CAS 3 A licant: `�_ Address: / �fC�GE/U��2/��., C Address: �` /eveX'2C--5: GLiijN� /y�/ l' � ZG�Si Gl�ttiS.C�uil !I, :2�G.f� Phone#( ) 3 3 Phone#(5 ) ?9_3- �3 `74 Email Address:_ Email Address: Person Respozlsible for Supervision of Work as Regards to Building Codes: _ 14 -73 Name Address:/-,;7-5;`6 Phone Property Location- Lot Number: / House Number / Subdivision Name: Tax Map Number Estimated Market Value of Construction: $ I17, y e ' 60 A ` Porch Dn�, ,1 n - / - g MAY ? 2005 ❑' Deck BURY o Dock TOWN OF QUEENS �. BUILDING AND CODE • Boathouse o OtYaer work describe T10 '&ewclL, ," ��� �—Q __ `` % /��© //U S i/� Zc C� Q AV A) ' Size of structure to be built L=square feet Submit along with this application: 1. Two plot plans drawn to scale,preferably using a survey map. Indicate proposed structure showing setback dimensions Rom all property lines. Show location of water supply and locations and configuration of septic disposal area. 2. Two sets of structural drawings. Indicate size of posts or studs, floor joists, decking or flooring material to be used. Shover how the porch or deck will be fastened to the building. If a roof will be constructed, indicate the size of posts or studs,:roof rafter spacing and span. Indicate type of roof sloped, flat, shed,or other, Indicate the type of material being used for the roof. Declaration_ please sign below after you have carefully read 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 Zo ',g Ordinance and alI other laws pertaining to the proposed work shall be co Zh:cdw' ,whether sp ifie or noted,and that such work is authorized by the owner. Applicant's signature; v2� Datc. 4 L:\.SucAcmingway\guilding.permit.PORMS1Porch.Pumh.PermiLdoc 8113/02 revised per Dli RECD MAY 16 2005 Z00/Zoom xva 09:L0 11111 c00Zisoigo Queensbury Building & Code Enforcement - Residential Final Inspection 4 - Office No. (518)761-8256 Arrive: am/pm e art: �(pm Date Inspection request received: — Inspector's Initials: NAME: PERMIT#: LOCATION: \t ,1 [ 0 DATE: TYPE OF STRUCTURE-- Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" -- Roof Complete/Exterior Finish Complete Guard 30 in.or more ab stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in.or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. ) 3-,33 Platform at all exterior o doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum ''/z" ° Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft.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 Valves installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: f Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s . ft,150 s . ft.vents Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification,if required Okay to issue C/C or C/O Temporary/Permanent L:\PamW\Building&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: am/p part: -am/pm Date Inspe n requ received: Inspector's Initials: NAME: PERMIT#: LOCATION: '1 G-ls DATE: — — TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Complete �. Guard 30 in.or more @ stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in. or more Exterior Finish Complete 01 Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors �- Interior Handrails stairs 2 or more risers ` Enclosed Stairs Sheetrock Underside minimum ''/a" �G Gypsum + L�41 �t3�2.1ti Grade away from foundation 6 in.with 10 ft. L - C—xr �/zS Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft.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 Valves installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors/main entrance 36 in. 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 Bathroom Fans, if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/1/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s . ft.-150 s . ft.vents Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification, if required --T— Okay to issue C/C or C/O Temporary/Permanent L:\PamW\Building&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 Y RI Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received-' Queensbury Building&Code Enforcement Arrive: am/rpm epart�� m/prn 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: �� LOCATION: �Yr\c ` INSPIECT ON �- TYPE OF STRUCTURE: �� iaming v Y NSA COMMENTS Jack Studs/fleaders Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses 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 Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L\SucHemingway\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 .00000 P " Shed Roof "ER�LOSURES, INC. pan Charts 420 East Highland Road . Macedonia,Ohio 44056 www.patioenclosuresinc.com Case 1 -- Ground Snow Load or Wind Load RECEIVE . General Notes • This chart is in accordance with installation procedures my It�tJS established by Patio Enclosures, Inc. and is for general. reference. See individual job submittal for specific job TOWN OF QUEENSBM conditions; BUOLp�NG AND CODE • 50 year mean recurrence interval.used for both.wind and �\ snow loads based.on ASCE 7-02.. • Importance Factor of 1.0 assumed. U120 roof deflection limit used per IBC/IRC 2003 Tables 1.604.3(h)and R301.7(c). • PEI Super Foam aluminum'clad roof system with single (- beams: • Where Glass Roof Panels (GRPs).are specified, use of this chart is limited to. one GRP in every other panel.. The maximum edge distance of the GRP from the header or hanger is 2 feet. • 12-inch maximum roof overhang on bearing wall. 6-inch maximum roof overhang on non-bearing wall. pP`'PN • OVERHANG '/z:12 minimum roof slope. �aP Select lesser of allowable spans for both snow and wind as shown below Snow Load Roof.Span Chart Wind Load Roof Span Chart Ground'' Wind Speed Snow Allowable Span (mph) Allowable Span Load(psf) No GRP With GRP No GRP . With GRP 20 20'-0" 20'-0" 85 20.'-0 _20.'—0" 25 20'_0" 20'—0 90 20'—0" 20'_0" 30 20'-0" 20'-0" 95 20'-0" 20'-0'.' 35 20'-0" 19'-6" 100 20'-0" 20'-0" 40 19'—3" 1 T 9" 10.5 20'—0". 20'—0" 45 18'-3" 16'-6 110 20'-0" 20'-0 50 17'-3" 15'-3" 115 2U-0" 19 0" 55 16'-6" 14"-6" 120 19,-9" 18'-0 60 16'—9" 13'—9" 125 18'—9" 16'—9" 65 15' 3" 13'—0 130 18''—0" 15'—9" 70• 14'-V 12'—6" 135 17'—3„ 14'—.9" 75 14'-3" 12:-0" 140 16'—.6" 14'-0" 80 13'—9" 11'—6'' Wind Assumptions 85 13 —6" 11 —3" Exposure"B",3-second Gust used per ASCE 7& Snow Assumptions. IRC 2003. • Case t applicable to basic snow load only. • Mean roof height less than 30 feet. For other conditions,see Case II or III. • Maximum permissible roof slope for use of this shed roof wind chart is 2:12. Rev. 12/23/03, ©2003 Patio Enclosures, Inc. All rights reserved. REP MAY 16 2005 V �� MANUFACTURERS OF PATIO&PORCH ENCLOSURES SOLARIUMS • GREENHOUSES ENCLOSURES, INC. CUSTOM BLINDS&SHADES r FINE CASUAL FURNITURE "An Employee Owned Company" 720 EAST HIGHLAND ROAD MACEDONIA, OHIO 44056 PHONE: (330)468-0700 FAX: (330)467-4297 Certification of PEI Roof System The following 18 pages, revised December 23, 2003, contain allowable span data for the Patio Enclosures "Super Foam" sunroom roof system. The charts are specific to Patio Enclosures products, and cannot be used to determine the allowable span of any other roof system. Parameters: • The charts address the 3", 4-5/8" and 6"thick PEI "Super Foam"roof system for shed and gable roof sunrooms. • Two cases are presented for each roof thickness: A. "Super Foam"roof systems without glass roof panels. B. "Super Foam"roof systems with one glass roof panel in every other panel. • A licensed Professional Engineer(P.E.) registered in the jurisdiction where the project will be installed has certified the information contained within these charts. • Applied loads are determined for three snow load cases,per ASCE 7-02: I. Ground snow only II. Ground snow+ drifting snow III. Ground snow+ sliding snow • Wind loads calculated per ASCE 7-02, Exposure`B". • Total roof deflection limited to L/120 per IBC & IRC 2003. • Use of the charts is restricted by the limitations listed in the general notes on each sheet. I hereby certify the following: 1. 1 am in responsible charge concerning the information contained herein. 2. The information contained herein is true and correct, to the best of my knowledge and ability. 3. 1 am qualified to prepare the information contained herein, based on my education and experience. 4. I am an actively registered professional engineer in the state(s) having jurisdiction over the application of the information contained herein, to which I affix my seal. Name: Karl A. Rinas Date: January 6, 2005 or-A.RW'o�9 • 111 i 4t REO MAY 16 2005 � s� ,V t i a 1 AGO 0� o� dQ fV� REM MAY 16 200.5 _. t F2- t'o lalgl q? 10 01, 04 e i I a v� 8 --7 2- 10 A-5 PATIO ENCLOSURES INC. NAME JAV' ENUE ALBANY, NEW YORK ADlYRE,iS �.� (,�1'1/6 A#'("'-a f 19 f 12205 � --- --_ P11. (518) 489-5101 DATl, RRAWN =� ���? BY TOLL FREE: (800) 335-1966 REC'D MAY 16 2005 2XJO Floor Joists cr J& Ora Center AUva>zf:ec.h SuU:[1oorl.ug . --' — Galvanized.Joisi 1-imagers (Both Ends) Galvanized lost Caps ' ir 'i i -•' yrt 7:. t tR�.l f�ll!-I af1fC f�Q`1 C�tit, t , ' Techno iblctal Post Set 48" below graC1C a t' .......... r t r k a , fi i w t i n SI �I O (M1111'1a1L11T1) � 7 f � t' 7�d'vs�)►�a� ;t it , Stu Post anchor / Tee-fino Post Detail `'p t o Eiielosures I».c. Name_ /S� A/41cr� 1240 Cciatn l Avenue 2 C— / Alba�ryN`X .,. da"�sS /,.. �;�1�°1 • !'' `` . � �I • , P11 (5H).489-5101 Fax: (518) 489-5.109 YePN+5 _ ( 2d'19�. Toll Free: 1-800-335-1966 Date Drawn s '. (EC'D JUN tech—no METAL POST RECEIVED JUN 17 2005 TOWN OF QUEENS8UR" ZONING OFFICE DETERMINING TECHNO METAL POSTS MODEL No part Type of work Maximum Charge Lb P1-? Light residential (patio, verandas, steps, perch, etc.) 6800 (1 7/8") P2-? Medium residential (car port, solarium, addition of 1 9600 (2 3/8") floor, etc) P3-? Heavy residential— light commercial and industrial 23000 (31/2") (cottage, mobile home, addition 2 floors, support beanie,. equipment shelter, etc.) P4-? Very heavy work, these projects represent medium 29000 4" commercial and industrial undertakings (beam support etc.) Note- For more information Contact the engineer of TECf NO METAL POST fnc. i RECD J U N 17 2005 � ® National Research Consell national Council Canada de recherches Canada Institute for lnstitut de Research in recherche en Construction ooribiructlon CCMC 13059-R. EVALUATION DIVI5I0N 02465 CCMC REPORT Issued 2002-04-08 Re-evaluation due 2005-04-08 Techno PieUXTMljechno Metal Post Tech.n.o Pieux Thetford Mines Inc. 1. Purpose of Evaluation 1111, rue Monfette Nord The proponent sought confirmation from the Th.et.ford Mines (Quebec) Canadian Construction Materials Centre (CCMC) EGG 5M6 that"Tecluio PieuxTr'/Teclulo Metal Post" can serve as an auger—installed steel pile intended to be used as a fou.ndation'system in compliance with Tel.. (418) 332-2139 the intent of the National Building Code of Cam,& Fax: (418) 332-4339 (NBC)1995. 2_ Opinion Plant: 1111 me Monfette Nord Test result's and assessments provided by the Thetford Mines (Quebec) Proponent show that"'Techno PieuxT"'/Techno Metal Post"complies with CCMC's Technical Guide for Augcred,-Installed Steel Piles, Masterformat number 02465,dated 2001.02-28, If used in accordance with!Lhe limitations and conditions stated in this report,"Techno PieuxTM/Techno Metal T'o,,W'provides a level of performance equivalent to that required in: NBC 1995,Articles 4.2.3.7.,4,2,3,8,,4.2.:3.10. and 43A.1.,and Sentence9.4.1.1.(1), This repon contains no endorsement, warranty, orguarantee, Canada Mortgage and Housing Corporation expressed or impfled,on the part of NRC. NRC accepts no permits the use of this product in construction responsibility for the performance of any product or system financed or insured under the National Housing described herein it manufactured end/or used outside the purpose of this evafusrlon report. Act. - 1- F EC'D J u N 17 2005 4. Usage and Limitations and tensile loads have t to be confirmed by on.sito The "Techno PieUXT.`'/Techno Metal Lost"may be load tests. These load'tesks azc also required if the used as a foundation system to support various allowable loads Head to be greater than those constructions such as houses,mobile homes, stated in"fable 1. The tests need to be conducted cottages,decks,sunrooms,carports and storage under the direct supervision of a professional sheds,provided.that it is installed according to the geotechnical engineer Skilled In such design and manufacturer's current irtstructions. licensed to practice under the appropriate provincial or territoria#legisl.ati.on. When the"Techno PieuxT"O/Techno Metal Post'is installed in granular soil or silt, there is a direct In all cases,a registered.professional Structural engineer skilled in such design and licensed to relationship between the applied torque.and the practice under the appropriate provincial or allowable compressive and tensile loads. Table ] territorial legislation rx indicates the allowable compressive and tensile and determine the number and spacing of the auger-installed steel piles loads as a function of the applied torque. required to carry the lead- When the auger-installed steel pile is installed in a cohesive soil such as clay, the relationship between In all cases, the feoteck�nical engineer must provide a certificate attesting totheconformity of the applied torque and the allowable compressive the and tensile loads is not as predictable. When it is installation and the allowable loads for the installed in such soils the allowable compressive piles. Table 1. Allowable Compressive and Tensile Lords fur the "Techno PieuX?"CTechno Metal Posy' Auger-Installed Pile in Granular Soil or S1101) Applied Torque Allowable Loads Com res5ion Tension Nm. (Ibf) kN (lb) kN -`(lb) 678 500 10 2250 5.0 1125,— 1017 750 15 3375 7.5 1688 1356 1000 20 4500 10.0 2250 1695 1.250 25 5625 12.5 2813 2034 1500 10 6750 15.0 3375 2373 1750 35 7875 17.5 3938 2712 2000 40 9000 20.0 4500 3051 2250 45 10125 22.5 5063 3390 2500 50 11250 25.0 5625 3728 2750 .55 12375 27.5 6186 4067 3000 60 13500 30.t) 6750 4406 3250 65 14625 32.5 7313 4745 3500 70 15750 15.0 7875 t+ The allowable loads idenfified in this table are only valid when "Techno PieuxTI'I/Techuo Metal Post"are installed in granular soil or silt. Special aftention i;required when theaugei-ingalle:d steel}files are ins fatted in recent)t�backfilled sites or in cohesive soils. in these cases, Table 1 does not apply and the allowabh>loads need to lie defermined by onsite eonfinnatory tesfine. The installation of the auger-installed steel pile 5. Performance shall be carried out as per the manufacturer's instructions. The anchors are screwed into the Testing was conducted at an independent ground using mechanized equipment.The anchor laboratory recognized by CCMC. is rotated into the ground with sufficient applied downward pressure(crowd) to advance the "Techno PieuxT"'/Techrio Metal Post"augQr— anchor one pitch distance per revolution.The installer!steel piles were tested. to ASTM D 11.43-81 anchor is advanced until the applied torque value (1994)el;"Standard Test Method for Piles Under attains a specified value. Extensions are added to static Axial Compressive Load," ASTM D 3689-90 the central shaft as needed.The applied loads may (1995),"Slandard"rest Method for Individual Piles be tensile(uplift),compressive (bearing),shear Under Static Axial Tensile Load,"and ASTM D (lateral),or a combination therof. Helical anchors 3966-90,"Standard Test Method for Piles Under are rapidly installed in a wide variety of soil lateral Loads." formations•using a variety of readily available equipment.They are immediately ready for Testing was conducted on three different sites. loading after installation. The first site had. granuaar.oil, the second had clay and the third was silt, A aeries of 14 tests were When the"Techno PieuxT"t/Techno Metal host" is performed. The intent of the testing was to installed in a soil where the condition-art determine a correlationi between the torque corrosive to steel,adequate protection to the applied during installation and the allowable exposed steel shall be provided. loads. In the granular and silt-based soils, there was a good correlation petween the torque applied To be permitted to install the"Techno during installation and'the allowable loads. For PieuxT't/Techno Metal Post"auger—installed steel the compressive loads noted in Table 1, the factor piles, the installer must be certified by Techno of safety varied from 1.93 to 2.6. For the tensile Pieux Thetford Mines Inc. Using approved loads,the factor of safety varied from 2.1 to 3.1. equipment,the installer must follow the For the lateral loads no,correlation was possible. manufacturer's installation instructions and need For the testing that was conducted on the auger the uses and limitations specified in thi,,report. installed.steel pile in a cohesive soil such as clay, Each installer shall carry a certification card the correlation between,the applied torque and the bearing their signature and photograph. allowable loads wa*not,,,-,predictable. Each "Techno PieuxT"/Tcchno Metal Post' auger— installed steel pile shall be identified with a label containing the following information: manufacturer's identification;and the ph.rase"CCMC#P 13059-R". For more information contact! }olui Berndt,P.Eng. Manager,CCMC Alphonse Caouette,P.Eng. (613)993-6917 Note; Renders are asked to rcrt'r to iinritatinn5 imposed lty?�'RC cut the interpretation and use of this n port. These limitations nrr included in the introduction to�,RJC'•Rr£istry of Prdducl Issued by (tic,Institute fir Research in Construction Etialitations,ofuohkh this report iR Fart. under the authority Q(the National Research Council Readers ore ndtrtsed to ,onf im dial this rrhort has not been wilhdraion or suprn;rded by a toter ssur by referring to rtPt1�nri.Ca/[erne,or by iclntafhng the Canadian Construction Materials Crnirr,In-ohitte for,�rsrnrch in Construction,Naiionnl Research Council of Canada,Montreal Road,Ottawa,10A QR6: Telephone(673)943-6189,Fax(613)952.0268. _4- to 60 METAL POST, ENGINEERING & STRUCTURAL LOADING INFORMATION s -� TENSION LOAD BEARING-ALLOWABLE LOADING CHART 0 0 N TORQUE(PSI)post"s izes and Auger 500 700 900 1101) 1300 1500 1700 1900 2i0{E 2300 e--i Z (Helix) sizes TENSION t_OAD{LB5 Pt-6G 6" 749 1471 2247 3084 3885 4650 5429 6241 7069 7886 .8"_ 749_ 147..1 2247. 3054_ 3885 4650 5429 6241 7€69- 7886r P1 400 10' 749 1471 2247 3684 3885 4650 5429 6241. 7069 7885 P1-14C 14" 749 1471 . 2247 3Ek4 3885 4650 5429 8241 7069' 7885 P146G 6S" 749 1471 2247 3084 3885 4-350 5429 6241 7059 7885 P2-6G 6" 749 1471 1 2247 3084 3885 4650 5429 I 6241 7069 7886 P2-5G 8" 749 1471 2247 3084 3885 .4650 5429 6241 7059 7986 P2-10G 10" 749 . 1471 2247 3084 3885 4650 5429 6241 7Dn 7886 P2-1213 12" 749 1 1471 2247 3084 3885 4,550 5429 6241 P 7069 1 7886 P244G 14" 749 i 1471 2247 3084 3885 4650 5429 6241 7069 7886 P2-16G 15 749 1471 2247 3084 3885 4650 5429 6241 7069 788E P3.8G 8" 749 1471 2247 3084 3885 4650 5429 6241 7069 7886 123.10G 10" 749 1471 2247 3084 3885 4550 5429 6241 7069 7886 P3-12G 12" 749 1471 2247 3084 3885 4650 5429 6241 7059 7886 P3-16G 16" 749 1471 2247 3084 1 3885 4650 5429 6241 7069 7886 P3-18G 18" 749 1471 2247 3084 3885 4650 5429 5241 7069 7886 P3-24G 24" 749 1471 2247 3084 3885 4550 5429 6241 7069 7886 P4-8G 8" 749 1471 2247 3084 3885 4650 5429 6241 7069 7886 ' P4-10G 10" 749 1471 2247 3084 3885 4650 5429 5241 7069 7886 P4-12G 12" 749 1471 2247 3084 3885 4660 5429 6241 7059 706 Notes : , Ow Depth may vary but as long as the psi (torque)need to conform with the !Z ? g K5Ts holding chart and also it need to be below the frost fine(accordingly to th building code of the area where the work will be done). L P. MARC /1100075038 ` - j