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AST-000762-2016 '• TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 CERTIFICATE OF COMPLIANCE Permit Number: AST-000762-2016 Date Issued: Wednesday,August 30, 2017 This is to certify that work requested to be done as shown by Permit Number AST-000762-2016 has been completed. Tax Map Number: 297.8-1-20 Location: 527 QUEENSBURY AVE Owner: Premium Building Components,Inc. Applicant: Premium Building Components,Inc. This structure may be occupied as a: Pole Barn 36'x 100' Cross Ref. Site Plan Review 7-2017 approved By Order of Town Board by Planning Board 2/21/2017 TOWN OF QUEENSBURY Issuance of this Certificate of Compliance 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 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: AST-000762-2016 Tax Map No: 297.8-1-20 Permission is hereby granted to: Butch Barrett For property located at: 527 QUEENSBURY AVE 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 Owner Name: Premium Building Components,Inc. Pole Ban $40,000.00 Owner Address: 527 Queensbury AVE Total Value $40,000.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Butch Barrett 204 Burquist RD Ft.Ann,NY 12827 Plans&Specifications Pole Bam 36'x 100' Cross Ref. Site Plan Review 7-2017 approved by Planning Board 2/21/2017 $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,May 12,2018 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town ol`Jgreiday ay ,20 7 SIGNED BY: �f for the Town of Queensbury. Director of Building&Code Enforcement Office Use Only XESSORY STRUCTURE APPLICATION ........ Re eiveo , l .;TA'kv i .rE (/ r.� TAX MAP ID d1 - 0 - _ r 1 Perrr)i,,1 5-f—G'CX� 7 z-Zch{�' ZONING 1110 !) j 7VOerr i{'� _ ReCfee 1 HISTORIC SITE _Yes No r 44' t :r � , p�i'dvals ff ra., Il: ': SUBDIVISIONNAME APPLICANT G.a ^ OWNER ON ADDRESS cH, / _ y DDRESS S��CP f1fOW1 Oxy V PHONE 'S/$ - ll79//V' -0oD 9 PHONE 7Ch CONTRACTOR 73u_-&A 3f}RQ� f-f COSTOPCONSTRUCTION(ESTIMATED): $ :%Oj ©Od ADDRESS: ��4 �4.Q¢�c.rST /C,..D. BUILDING ADDRESS: 5-1P7 AZ)Y 42g,27 PHONE: n,23,?_. —5-.356 CONTACT PERSON FOR BUILDING&CODES COMPLIANCE ����/ rLe�SGa PHONE Si�'- 79g4009 TYPE OF CONSTRUCTION Check all that apply Please Indicate measurements as required below Boathouse 13'floor sq,ft. 2n1 floor sq,ft. Total sq.ft. Height Boathouse with Sundeck Deck Detached Garage(ff of cars�) Dock Pole Barn Porch-open ••Porch—3 season,Covered,Enclosed Shed Other Accessory Structure(s) •'Considered floor area&must comply with FAR(floor area ratio)requirements It located In the WR zone DECLARATION: 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 &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 in 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. ./II have read and agree to the above: Print Name: 14AJ 4A.>,o 2 /r mac s ccs Date: Signature: Date: !! 2 1 Town of Queensbury Building&Codes Accessory Structure Application July 2014 FIRE MARSHAL'S OFFICE Toznn of Queensbunj 742 Bad Road, Queensbunj, NY 12804 " Nonce of Natural Beauty ... A Good Place to Live " PLAN REVIEW Premium Bldg. Components, Inc. 527 Queensbury Ave AST-000762-2016 4/19/2017 The following comments are based on review of the submitted site plan: Sl 1) Add truss ID signage per 19 NYCRR Part 1264 2) Fire extinguisher locations to be discussed. 4 1�- FILE COPY Deputy Fire Marshal Gary K. Stillman 742 Bay Road Queensbury NY 12804 518 761 8205 garys@queensbury.net Fi r e M a r s h a l 's Off i c e • P h a n e.• 518-761-8206 • F a x: 518-7454437 -firentarshal@queensbunl.net • iuweu.queeusbuni.net 527 QUEENSBUPYAYE. QUEENSRURY NYi2804 Premium Building Components, Inc. VOICE 518.798-4009FAX518-798-3176 Panelized Wall Design &Manujactu t Y � Fe9S 7L. hiAY 1 1 20?1 D TOWN OF OUEENSBURY BUILDING& CODES Edward K. LaPoint PE 8 Ward Lane, PO Box 190 Cleverdale, New York 12820 518-744-4411 a�F of NFW eklapointpeCa�gmail.com ; May 5, 2017 is Antonio Fusco Vice President Premium Building Components, Inc. 9 FssioNP� 527 Queensbury Avenue Queensbury, New York 12804 Re: Construction Documents and Special Inspections Proposed Pole Barn at 527 Queensbury Avenue Plans & Specs by Premium Building Components, Inc. Dear Antonio: 1. Regarding the above: 1. New York State Building Code Section 1603, Construction Documents: 1. Floor Load = 100 psf. However, the building is a pole barn structure, and the loads will bear directly on the ground, consequently, the allowable is 2,000 psf. 2. Roof Live Load = 10 psf 3. Ground Snow Load = 50 psf. 4. Basic-wind Speed = 115 mph. 5. Seismic design category = B and Site Class = D. 2. The Special Inspections outlined in Chapter 17 of the New York State Building Code will be preformed, recorded, and submitted by the engineer of record, Edward K. LaPoint, PE. Please feel free to contact me if you have any questions or comments. 6Sineprely. ' Edward F<. La Point, PE 8 Ward Larne, PO Box 190 Cleverdale, New York 12820 518-744-4411 eklapointpe(ftmail.com Page 1 of 1 Edward K. LaPoint, PE 8 Ward Lane, P® Box 190 Cleverdale, New York 12820 518-7444411 eklapointpeagmail.com May 7, 2017 Antonio Fusco Vice President Premium Building Components, Inc. 527 Queensbury Avenue Queensbury, New York 12804 Re: Construction Documents, Structural Calculations, and Special Inspections Proposed Pole Barn at 527 Queensbury Avenue Plans & Specs by Premium Building Components, Inc. Dear Antonio: 1. Regarding the above: 1. New York State Building Code Section 1603, Construction Documents: 1. Floor Load = 100 psf. However, the building is a pole barn structure, and the loads will bear directly on the ground, consequently, the allowable is 4,000 psf. 2. Roof Live Load = 10 psf 3. Ground Snow Load = 50 psf 4. Basic-wind Speed = v = 115 mph 1. ASCE Shape Coefficient Pressure = 0.8 2. ASCE Shape Coefficient Leeward Uplift= 0.5 3. Wind Pressure = q = (0.8)(0.00256) v^2 = 27.1 psf 4. Uplift Wind Pressure = qu = (0.5)(0.00256) v^2 = 17 psf 5. Total Pressurized Roof Design Load = rl 1. Roof Live Load 10 + Snow Load 50 + Wind Pressure 27 = 87 psf 2. 36 Foot Pre-engineered Roof Trusses, Acceptable 3. Two Double 91/2 " LVL Headers, 10 Foot Span 1. (18)(87) = 1,566 = 131 pli Pressure 2. (18)(17) = 306 = 26 pli Uplift 3. (10)(12) = 120; 120/360 = 0.3" Allowable 4. Actual Pressure Delta = [(5)(131)(120^4)]/[(384)(2e6)(1843)] _ 0.1"; Acceptable 5. Actual Uplift Delta = [(5)(26)(120^4)]/[(384)(2e6)(1843)] = 0.02'; Acceptable 6. Uplift Balance < Windward Pressure + Pole Anchorage 1. 3,060# < 4,860# + 2,940#; Acceptable Page 1 of 2 4. 6x6 ptl Poles, 16` Length, Fully Braced 1. (10)(18)(87) = 15,660#Acceptable 5. 30" Diameter Concrete Footing; A m4.9 sf 1. Allowable Soil Bearing = 4,000 psf 2. Actual Soil Bearing e 15,660/4.9 ® 3,200 psf, Acceptable 6. Seismic Design Category o B and Site Class = C 1. Sds = 0.35, R = 2, W = 15,660 2. V = Seismic Base Shear a ([(1.2)(Sds)]/R) (W) = 3,300# 3. 6x6 ptl pole, 5.5 x 5.5 = 30 in" 1. 3,300/30 = 110 psi; Acceptable 2. The Special Inspections outlined in Chapter 17 of the New York State Building Code will be preformed, recorded, and submitted by the engineer of record, Edward K. LaPoint, PE. Please feel free to contact me if you have any questions or comments. Sincerely. /uFN w t � �- ,%<.� 2vKEi,;-rte �q,�.'•� Edward K.;LaPoint, PE 8 Ward Lane, PO Box 190 Cleverdale, New York 12820 518-744-4411 eklapointpe&gmail.com Page 2 of 2 k I a 00Co CL I U ----- qy W P41SH GRACE�4'-OTO ALLOW AIER RUN OUT � DPICAL 331UE3 6w I 0 co 0 �J L_ C.) RIGHT(WEST)ELEVATION REAR(SOUTH) ELEVATION LEFT(EAST).ELEVATION 0) ' Qt SCALE:1/8"=1'-D" SCALE:1t8"=1'-0" SCALE:1l8"=1'-0" ® CiWiwi 4i ! :1 0 0 •• ttl W C3 �. 05 06 , mumb raw CD N N N CDOCD c LO 0) CO • OPEN BAYS ACROSS FRONT BACK AND ENDS ENCLOSED co U) U) U) U) z � � � � - - _ _z II II II II II ` II Uj LU ,I I � — I L — LU � — � � _ � z m DONT (NORTH) ELEVATION `rOW11 0rQLlCCJlSbury — - -�' � -;; '=' C'onirtrtrnity 1)t:vs;lal7n,Lnt()f`ticc 74? Bay ltoatl,Queensbury,NY 12804C) Final approved plums, ill compliance with tilt'Site Plan,must be subanitted to the Cunununity �' l Develuprnent Department before any further review by the Zoning Administrator or Building and Town of Queensbury Planning Board Codes personnel; _ (1) The applicant Most tztu<t with Start' atter approval and prior to issuance of Building Permit �- RESOLUTION --Grant Site Pla']Approval aucl/or tete beginning orally site work; ( Sip, PLAN 7-2017 TJ UPSTATE PROPERTIES, LLC. e) Subsequent issuance of further permits, including building permits is dependent on compliance with 00 this and all other condition of this resolution; C�9 'tax rvlap ID: 297.8-I-20/Property Address: 527 (1uecrisbtuy Avenue/ZunhiC, CLI O I) As-built plans to certify that the site plan is developed according to the approved plans to be provided CL t� `I'hc applicant has submitted an application to the Planning Board for Site Plan approval pur-suaut 10 Article 9 prior to issuance of tltt:certificate ofoccupancy; g) Resaltrtiarn to be placed on final plans in its entirety and legible. of tlac Torun Toning Ordinance tar: Applicant proposes to const let a 3,600 sq. 1•t., three side enclosed pole � h) That irthe FAA was to respond negatively within the next 30 days,the approval evould be on the barn tin• material ealuipratent storage;. Pole bairn will have racking system for storage material. Project is T®)/VN QE gtJEENSBURY located ora existhrg gravel. Project is also for previous development expansion or outside storage area. condition that that be corrected. BUILDING DEPARTMENT Pursuant to Chapter 179-3-040 & 179-5-020 of the 'Zoning 011dinmce, new storage pole barns and site v Based on our limited examination,compliance 0 ' r lotion seconded by Chris IfunSinger. Duly adopted this 2 t`r day or February,2017 by the following vote: with our comments shall not be construed as devcloprna;aat for outsicic storage arca shall be subjca t to I'launiug Board review and approval. _ ' Q7 i indicating the plans and specifications are in Pursuant fa relevant ser lions of the ')'own of'CZuccnsbury Zuni`ag Code-Chapter 179-9 USU, the Planning AYES: tvlr. Deeb,avis. White, rvir. Shati:r,rvh•. Hurrsinger,,vlr. Magowam,rNlr. Feronc, rVlr.Traver full compliance with the Building C odes of "� 73 Z 4y New York State. Board has determined that this proposal satisfies the requirenients`as stated in the Zoning Coda; VOLS: NONE As required by General )Municipal Law Section 239-til the site Ii an application was referred to the Warren County Planning Department for its recouimcndatiun; LU Thcc Planning Board has reviCrvCat aha pokrntia! enviranuental irp pacts of the project, ptrrsuant to the State 3 ,. t $ Q {} T01 ) O .. (:w ' - l,t � Environmental Quality Review Act(SE'QRA)and adopted as SEf RA Negative Declaration — DeterminationLU #� LL t� of hrari Si uiticarnccBUII DING " The Planning r sVic,!I9>�'' ,e Board opeircd to public hearing on fire Site plana application on ../�l/-.01'/ ousel continued the �' `) public hew ing to 2/21/2017,when it was closed, The Planning Board has reviewed the application materials submitted by the applicant and all comments made at the public hearing and submitted in writing through and ir<icluding 2/21/2017; The Plauuririg Board determines that the application complies wih file review considerations and standards set forth in Article:9 of the Zoning Ordinance fur Site Plan approra1, A1014OrN 'fO APMOVE SITE PLAIN' 7-2017 TJ UPSTATE PROPEItHES, LLC.: Introduced by George Feronc who moved f'or its adoption; -` Per the draft provided by staff conditioned upon tine t'ollowing corjditions: f 1) Waivers request +granted: Site lighting, signage, storyiwater, topography, landscaping, traffic, � commercial alterations,constructiun detail,soil lugs,Construction demolition and.snow removal r _0 � 2) Adherence:to the items titttlincd in the follow-up letter sent with this resolution. a) If application was referred to engineering,then engineering sign-off required prior to signature of �� f � � Q53 (`l)r � Zoning Administrator or the approved plans; b) Fhial approved plans should have dimensions and setbacks'noted on the site plan/survey, floor plans and elevation for the;existing r'oonis and proposed rooms ril the blrrldrng?and site improvements, ' DESIGN LOADS y� GROUND SNOW LOAD: 60.0 PSF h Fuge 1 of'? Page 2 oft TOP CHORD LIVE LOAD: 46.2 PSF c) CO TOP CHORD DEAD LOAD: 10.0 PSF Phone: 518.761.8220 Fax: 518.745.4437 ( 742 Bay Road,Queensbury,NY 12804 { www.queerisbury.net Phone: 518.761.8220 r Fax: 518.745.4437 1 742 Bay Road,Queensbury,NY 12804 k www.queensbury.net BOTTOM CHORD DEAD LOAD: 05.0 PSF 0 WIND LOAD: 115.0 PSF 12 X O UPLIFT: 100.0 PSF C. UJ _j i F } f , 2'-0" , 18'-0" .. .• _ .._ 18'.0„ � 2,4, � j 'J METAL ROOFING INSTALLED PER MFR. INSTRUCTIONS ON 2 x 4 " PURLINS @ 24"O/C # Lo 12 co 111 4'-011 , 41-01' I e I- �I/ 41-0 � ®� �-� y�� � 4 / \ I o - 1 o OAC USP RT7AT TRUSS TIES OR EQUAL ! OIG �'` ONE ON EACH SIDE OF HEADER AND \ Z.0 \ ENGINEERED TRUSSES @ �8"OIC- Yp . \ WEB CONFIGURATION PER MFR. OPPOSITE SIDES OF TRUSS / (2) 2 x 10 SPF HEADERS L11 '\,_. RT7AT TRUSS TIES OR (2)2 x 6 SPF#2 SWAY STACKED ON EACH SIDE ® EQUAL ON EACH SIDE BRACING WITH 2 x 6 \ , E �_ HEADER AND OPPOSITE BLOCKING c 20'O/C t\ 0 OF POST i SIDES OF TRUSS EACH SIDE @ u (D (2) 1 3/4"x 9 1/4"2.0E LVL 2x6 SPF#2 KNEE r d \ ° 9 1/4" 2.0E LUL HEADER O HEADERS STACKED ON BLOCK TO SUPPORT (2) 1 3/4 x , STACKED VERTICALLY ON EACH SIDE �- Go m EACH SIDE OF POST SWAY BRACES \ OF POST 6 x 6 ACQ TREA tl"ED `© CROSS HATCHED AREAS r�lx POSTS - SPACING PER INDICATE 2 x 6 SQUASHBLOCKS EEN FLOOR PLAN i r HEADERBBEL/OWTRUSSES * 2x6 SPF #� ANGLE BRACES C� 4 I 6 x 6 ACQ TREATED POSTS ) # DECREES BETWEEN HEADERS TO 2 x 4 GIRTS 24 O/C POST 20 SPAN X 9 PLAN SPACWG PER FLOOR 4 4 , FOR METAL SlD.ING 2x6 SPF ##2 KNEE BLOCK TO SUPPORT THREE SIDES N 2 x 4 GIRTS @ 24" O/C FOR C. 11 0 w ANGLE BRACES SIDES SIDING THREE C„ � METAL SIDING ^` INSTALLED PER,MFR. METAL SIDING INSTALLED : 2x6 SPF #2 SQUASH BLOCKS - INSTRUCTIONS i PER MFR, INSTRUCTIONS 5t{ BETWEEN HEADERS BELOW w\ A N HOLD SIDING UP FROM TRUSSES , GRADE 4"-6"TO ALLOW WATER RUN OUT oAPPROXIMATE GRADE i INSTALL 20d POLE BARN SPIKES @ BOTTOM i 9 OF POST FOR EMBEDMENT IN CONCRETE- 2"MINIMUM PENETRATION INTO POST FILL BOTTOM 2'-0"OF i HOLE WITH CONCRETE C) 0 0 SECTION -A Lo 0 c0 SCALE: 1/4" = 1'-0° CD CD 1001-01, 0000 / 10'-0" 10'-0' ®; 101-0" , 101_0" 1014" y, ( 10'-0" 10'-0" U' 0" 10' 0" , 10'-0" r, - u n n n n n n n n nn r. n n n n n n n n - ® > > w LIJ lij o N ` .e .` (2) 1 13/4"x 9 1/4"2.OE LVL HEADER STACKED VERTICALLY ON EACH SIDE OF POST SH OLOCKS BETWEEN o i HEADERS BELOW TRUSSES C:) I 5/12 PITCH ENGINEERED ROOF TRUSSES @ 480b0/C X (3 2x4 SPF 42 ROOF PURLINS @ 24 O/C �1 METAL ROOFING INST?LLED PER MFR SPECS s 00 0 0 - ..r ._ .._.. _ .. ....... ii — .. . ........ .... ..... ... ...... _.... . ..._......_. 1 I .. _ ._.. 1 it I .. ........ .. . 1J IJ _ o co 4ti , ® c� uj (� 2 x 6 SPF#2 SQUASH ' CLOCKS BETWEEN I a- (D 3 K HEADERS BELOW Ti SES 2 x 6 SPF 42 KNEE BLOQK v CES TO supPORT ANGLE Von 9 2 x 6 SPF#2 ANGLE BRACES ' fa?45 DEGREES BETWEEN HEADERS IL OST-S�E 0 (2) 1 3/4 x 9 1/4 2.OE L{L _ - HEADER STACKED VERTICALLY ON EACH SIDE 4'-0" 4'-0" h 4'-0" I OF POST I TYPICAL 2 '- 20' " 20' " - 0,6 d � 0 0" I 0 0 20'-0" 20'-0" ca Li PLAN SCALE: 1/4" = 1'-0" 0 C) 3I DEED REFERENCE: �0 CONVEYANCE TO TJ UPSTATE PROPERTIES, LLC, BY DEED DATED OCTOBER 13, 2014 AND RECORDED IN THE WARREN COUNTY CLERICS OFFICE IN BOOK S84' 24' 06 aE 6066 AT PAGE 34. �00 MAP REFERENCE: o , . r MAP ENTITLED "ADIRONDACK INDUSTRIAL PARK INC. SUBDIVISION LAYOUT PLAN", .•� a,9 , S05 35 54 W DATED JANUARY 1991, PREPARED BY VANDUSEN & STEVES, LS. AND FILED IN h 0 25.00' THE WARREN COUNTY CLERICS OFFICE AS MAP NO. 178, PLAT CAB. Al. i i X91 R = 275.00' / L = 431.36' / Ch = 388.48' S39. 28' 00T / / R/`f/7 CY ®RI W / 2 / 6"E / I m R — 28 00'_ - _-- L = 43.97 I � AsphaltICh = 3959'� 299 . .00' ` ,� J S39 23'.20 E Approx. Drainage Easement ° M Rom (See Map Reference) /g to p 00 I Area 6.09 Acres I Asphalt/Gravel j 2001, N ----� Q ® � cn C-0 / cd O / /D� a Block BuildinCIV g CV �o Proposed Pole Barn O 0 N8 4. 24' ps"W loo'- Q ao i Lands N/F Of I Warren County DPWoCb 88725, y fI N :r -- Lands N/F Of Upstate Properties, LLC lag - r POSED PLOT PLAN C14 71 '-� t LOT 20 0 r \ 5QUEENSBURY AVENUE 1 r? C6 TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK W � LIJ LU r SCALE: 1" = 50' DATE: OCTOBER 24, 2016 ' LU6 TELEPHONE NO.: (518) 383-0634 MAP NO.: 16 - 17 - 110 0 b 11 Gilbert VanGuilder UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS n band Surveyor, PLLC SURVEY MAP IS A VIOLATION OF SECTION 7209 OFz�iJ`�% �` THE NEW YORK STATE EDUCATION LAW. ONLY COPIES ���fff Professional Land Surveyors OF SIGNATURE AND E�MBOS ED SEAL SHALL DUANE J. RABIDES'AU, P.L.S. No. 49,755 988 Route 146, Clifton Park, New York 12065 CONSIDERED VALID. gvglandsurveyors.com G;\ACAD 2013\PROJECTS\FUSCO MARCY DRIVE\DWG\PR0P0SED\1 MARCY DRNE.dwg,10/28/201611:31:25 AM,RICOH Aficio MP W3601 PS Edward K. LaPoint PE 8 Ward Lane, PO Box 190 �w Cleverdale, New York 12820 - PFfl r 518-744-4411 = � c K c eklapointpeCaDgmail com 4 August 5, 2017 Antonio Fusco \9�FEssiCN / Vice President_ Premium Building Components, Inc. 527 Queensbury Avenue Queensbury, New York 12804 (� E d V' E Re: Chapter 17 Special Inspections AUG 1 i 2017 Final Framing Inspection 100 x 36 Pole Barn at 527 Queensbury Avenue TOWN OF QUEENSBURY Plans & Specs by Premium Building Comaonents Inc BUILDING&CODES Dear Antonio: Regarding the above referenced project; 1. The project is a new free standing 100 x 36 foot pole barn being built in an industrial park in Queensbury, New York. 2. The site is a flat and level crushed stone outdoor storage lot. The area is routinely used for pallets of building materials. It is crossed by several lanes frequented by heavy delivery trucks and fork lifts. 3. On Monday 7/3/17, the construction contractor (Butch Barrett) mobilized to the site and proceeded to lay out the building. The design engineer (Edward K. LaPoint, PE) was notified and periodic Special Inspections commenced. 4. On 7/6/17 the contractor began excavating the pole locations. The top two feet consists of dense crushed stone (Type GP). Between 2 and 4 feet, the soils change to a dense brown well graded sand and gravel (Type GW). The allowable bearing capacity specification in the design documents of 4,000 psf was verified. The as-built dimension of the excavation is 3 x 3 feet (9 sf). The actual soil bearing at the footings are 15,660#/9sf = 1,740 psf which is acceptable. Between 4 and 6 fee the soil was dense poorly graded gravel and sands (Type SP). 5. Groundwater accumulated in the holes about 24 inches below grade surface. 1. The contractor and engineer discussed and agreed that a 2 foot deep pour of 2,500 psi, 1 inch slump, with no air entrainment should be used to provide a leveling pad. 1. The engineer told the contractor not to dewater the holes. Simply place the mix by hand through the standing water. Page 1 of 2 2. Each pole was pre-nailed with 5" #40 ptl spikes to provide anchorage into the poured concrete footings. 3. Four feet of 2,500 psi concrete with a 1" slump and no air entrainment was poured around each pole and allowed to set. 4. The double headers were connected to the poles with 8 -#16d nails„ 2 6" timber lock through bolts, and 21"jack blocks. 5. The pre-engineer trusses were connected to the headers with 6 - 3 1/2" toe nails, and 2 rt7 tie straps (8 total per truss assembly). 6. 2 x 4 cross bracing between each bay and double bracing at each end bay. 6. The as-built structural framing has been completed in accordance with the approved plans and specifications. The building should be clad and finished for its intended use. Please feel free to contact me if you have any questions or comments. nc Edward K. L'aPoint, PE 8 Ward Lane, PO Box 190 ' Cleverdale, New York 12820 518-744-4411 A eklapointpe(aDgmail.com X90 Fss P-' Page 2of2