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2004-114 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518)'761-8256 BUILDING PERMIT Permit Number: P20040114 Application Number: A20040114 Tax Map No: 523400-303-015-0001-019-000-0000 Permission is hereby granted to: SPORTLINE HONDA/KAWASAKI For property located at: 38 EAST QUAKER SERVICE 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: GARY CARDINALE 1788 RIDGE Rd Storage Building $35,000.00 QUEENSBURY,NY 12804 Total Value $35,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2004-114 2592 SQ FT STORAGE BUILDING $50.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Saturday, April 02, 2005 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbu before the iration date. Dated at the To of Q e b , Aril 02, 2004 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Building Permit Application Town of Queensbury—Dept of Community Development,742 Bay Road,Queensbury,NY (518)761-8256 ,1 A permit must be obtained before beginning construction. Permit File No.a U — P No inspection will be made until applicant has received a Fee Paid $w valid building permit. All applicants' spaces on this Rec.Fee Paid $ application must be completed and must appear on the Reviewed By: application form. ` Applicant: 5 O 7UAS �WdA «t4'5A i<1 Owner: A' axw A:t& Address: --�S W-0 Address:*11 F -- Nr60- RowAO t7maww Bt/2Yy. N /,AAW _ v 9W, !Jo&*WA /z 9 e� Phone#(_) -- `1 y %� �'s' Phone# Property Location: Lot Number: / House Number / Subdivision Name: Tax Map Number: 5e 1up.I Se, I al ❑ New Building: residence o Estimated Market Value of Construction:$3 5(Pa A \ ❑ Addition: residence/ commercial If an Addition,what will use of new addition be? ❑ Alteration: residence/ commercial � ❑ No change to exterior size: residence/com'1 \ ❑ Other work(describe ) Check OccupancyInformation 1' Floor 2° Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square Feet ❑ Single family dwelling ❑ Two family dwelling ❑ Townhouse 6C ❑ Multifamily dwelling ® °r #of units ❑ Office ;7 2004 ❑ Mercantile - ❑ Manufacturin 1 m nin r, ANID-GIG99 ❑ 1 car detached garage ❑ 2 car detached garage ` ❑ 3 car detached garage ❑ 1 car attached garage ❑ 2 car attached garage ❑ 3 car attached garage ❑ Storage building- qZS commercial ❑ Storage building- residential ❑ Other What is the proposed height of the structure 17 feet a inches Will any second-hand or ungraded lumber be used? If so,for what? 1 U Type of Heating System. electric/ oil / gas/wood /forced hot air/ baseboard/other: NOW, 57 Number of Fireplaces to be installed I JP46 Number of Woodstoves to be installed List below the person(s)responsible for supervision of work as regards to building codes: Name Address Phone Number Builder -9 nE 0)9 Plumber Mason io a'*it Electrician To $i r) 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 Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with,whether specified or noted,and that such work is authorized by the owner. Further,it is understood that Uwe shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrator or D' ctor of Building and Codes,an As Built Survey by a licensed surveyor;drawn to scale,showing actual location of all ne �nstrucJt'am Signature: K�*ot—� ``11� 4 owner,owner's agen azchitec ontractor Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection re st r cc* ed: Queensbury Building&Code Enforcement Arrive: '.0 a epart: 1 ,Ib aoxil 742 Bay Road, Queensb ,NY 12804 Inspector's Initi s: l J _ NAME: `� f J'l'� PE T#: LOCATION: DAT - COMMENTS: y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks _ Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.-38 in. /Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36 w)x 44" 1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %doors > 10%> 1000 s .ft. 3/a Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond [Both sides] Active Listening System and Si age Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. /J Qa As-built Septic System La out Required or On File �� Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C �N < L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Keport.doc Town of Queensbury Fire Marshal's Office 742 Bay Road Queensbu,ry, NY 12804 Phone (518)761-8205 Fax(518)745-4437 Fire Marshal's Inspection Report Request SCHEDULE Received: Permit# INSPECTION ON: -0 Name: SDI)4 UVV-0, XA 11 ' 46 AM M ANYTIME Location: APPROVED N/A YES NO COMMENTS EXIT ACCESS EXIT ENCLOSURE EXIT DISCHARGE MAIN AISLE WIDTH SECONDARY AISLE WIDTH EXIT SIGN—NORMAL EXIT SIGN-BATTERY rvu, n EMERGENCY LIGHTING �! FIRE EXTINGUISHER HUNG FIRE EXTINGUISHER _ 1 � INSPECTION 1A , FIRE EXTINGUISHER HYDRO 4 / FIRE ALARM SYSTEM ✓✓ FIRE ALARM -FAN SHUTDOWN A, a, FIRE SPRINKLER SYSTEM FIRE SUPPRESSION-KITCHEN FIRE SUPPRESSION—GAS ISLAND HOOD INSTALLATION INTERIOR FINISHES STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO ELECTRICAL ELECTRIC WIRING ENCLOSED COMBUSTIBLE WASTE C� VEHICLE IMPACT PROTECTION I` FIRE LANE " F.D.SIGNAGE—UTILITY ROOMS NO SMOKING SIGNS MAXIMUM OCCUPANCY SIGN EMERGENCY EVAC PLAN OK THIS DATE OK FO CO NOT OK 'IMPOCT- 0 B COMDEVICHRISJMIORD/LETTERS20011FIREMARSHALINSPECTIONREPORT11022001 WHITE—BUILDING DEPARTMENT COPY YELLOW—OCCUPANT COPY ----------- Commercial Final Inspection Report `) Office No.: (518)761-8256 Date InsLectqiCon �st ecei �Queensbury Building&Code Enforcement Arrive: Depart:742 Bay Road,Queensbury,NY 12804 Inspector's I NAME: �LA-ePERM, #'/LOCATION. ��' S C , d), DATE: , 7—n(J COMMENTS: - - .� Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Com fete ��;�� Exterior Finish Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—3 8 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required F1QSF to i Q�jvrmL W%, Exits At Grade Or Platform 36 (w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka v v Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil'Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/2 doors > 10%> 1000 s . ft. 3/a Hour Corridor Doors &Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors 'Ceiling Fire Stopping, 3,000 s . ft.Wood Frame Attic Access 30"x 20"x 30"(h), Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond Active Listening System and Signa e Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Drivewa Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc �°dam Town of Queensbury Q Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone (518) 761-8205 Fax(518) 745-4437 �J Fire Marshal's Inspection Report Request SCHEDULE t� Received: Permit# INSPECTION ON: Name: 40�16k, AMPM ANYTIME I' Location: AIVROVED N/A YES NO COMMENTS EXIT ACCESS EXIT ENCLOSURE EXIT DISCHARGE MAIN AISLE WIDTH SECONDARY AISLE WIDTH xEXIT SIGN-NORMAL l (� ADO- EXIT SIGN-BATTERY EMERGENCY LIGHTING FIRE EXTINGUISHER HUNG X 1� FIRE EXTINGUISHER l �� I U I �fV A)etxl INSPECTION Y. FIRE EXTINGUISHER HYDRO FIRE ALARM SYSTEM ' FIRE ALARM -FAN SHUTDOWN FIRE SPRINKLER SYSTEM FIRE SUPPRESSION-KITCHEN FIRE SUPPRESSION-GAS ISLAND )C HOOD INSTALLATION INTERIOR FINISHES STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO ELECTRICAL ELECTRIC WIRING ENCLOSED COMBUSTIBLE WASTE VEHICLE IMPACT PROTECTION FIRE LANE F.D.SIGNAGE-UTILITY ROOMS NO SMOKING SIGNS MAXIMUM OCCUPANCY SIGN EMERGENCY EVAC PLAN OK THIS DATE OK FORICO NOT OK SIA, INSPECTED BY COMDEVICHRISJIIIVORD/LETTERS2001/FIREMARS HALINS PECTIONREPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY :, r Foundation Inspection Report Office No. (51S)761-8256 Date Inspection r ues recei e S Queensbury Building&Code Enforcement Arrive: am/p Depart: ` 742 Bay Rd., Queensbury,NY 12804 Inspector's Init NAME: ERMIT##: LOCATION: V 20? INSPECT ON: 5 �v 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 �i of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place s Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab , Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. . L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report,doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection requ ece' ed: Queensbury Building&Code Enforcement Arrive: -� pm epart: —a m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STR TURF: Conunents Y N N/A Footings Piers Monolithic Slab Reinforcement in Place e contractor is responsible for `�- providing protection from freezing for 48 hours following the placement U of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofmg/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. LASueHcmingway\Building.Codes.Inspection.FORMSToundation Inspection Report.doc January 28,2003 t - Letter of Transmittal Paul E. Cushing, Architect P.C. P.O. Box 4547 Queensbury. 'New York 12804 Telephone/Fax: (518)'792-5825 ' To: 'i1L/ft1L� �Ul'/y�hz��CxJ�z1.�}5+7-lLI - I6'��r�/�1Cc.7Z;�t7�i�lCC �3r��. Number of Pages (including this cover): ZuC J)M) Remarks: /1! Self - too Op • 4 - ". A TT IIr i C,t'.i4ae i ri _-ar00- dr { L CA - - t.. c lap @ P� --- - -ej c. o�.AMO. CZCl4�1�ot2G I NGt-y�r��,�-l mot.• - ___ p. e - � 5'�� " I!y ----.b-._.__,�.�F.....�. -- _.._ _ .-._._ _ _�,�;•. __.-._. .-------- ----.�—`_.RJR.__.. .N i HOLpllEe TO e COL.`I r IJK< I I ! �13_ r 7_, t� 73�,\l, _ U _ .._�U r }J�12�.1 -11- _�`CTV.� .i �`•_ �F�i�E �iA�� =:E7,_o;.��v�_��:1�:�.Q.:U:��15{�UIZY,.;�'�'_1�8��- . I_ D- e7f �[i i WILLIAM E. MONTGOMERY JR. PE NEW YORK STATE PROFESSIONAL ENGINEER 104 HARTMAN LOOP QUEENSBURY,NEW YORK 12804 Phone: 518-792-4262 INDUSTRIAL Structural Renovation PP Ping and April 8, 2004 HVAC Energy Compliance COMERCIAL& Paul Cushing Architect PC RESIDENTIAL P.O. Box 4547 Building Codes Energy Codes Q ��ueensb New York 12804 Septic Design HVAC Dear Paul, I inspected the site of the new metal building, with you, to be erected at the Honda dealer premises on Quaker Road. I covered the base shear, design drift and overturning forces-on.the building columns in my letter to you of = March 10, 2004. During our recent inspection of the area, it became obvious the native rock would interfere with the concrete pier placement on the East side columns. The rock outcropping in this area will have to be drilled and anchors installed in it to provide the necessary restraint for the new piers. My recommendation for this work would be four (4) 5/8" or 3/4" diameter anchors installed a minimum of 12" into the rock for each pier. The drill size is to be 1/8" larger in diameter than the diameter of the anchor---5/8" diameter anchors need a 3/4" diameter hole and 3/4" anchors a 7/8" diameter hole. The anchors should be sufficiently long with their top 3" bent at a 90 degree angle to go over the bent portion of the anchor bolts (approx. 20"- 28")---use threaded rod or re-bar 5/8" or 3/4" in diameter. The holes must be clean, dry and contain no debris or oil residue. Use the new Simpson adhesive "Acrylic-Tie", which may be installed in temperatures down to zero degrees and will cure in 4 hours at 40 deg. or 1 hour at 60 deg. The Simpson "Epoxy-Tie" adhesive may be used, but temperature should be above 40 degrees and cure time will be 2 to 3 days. Mixed epoxy material can harden in the nozzle in 5-7 minutes at 40 degrees---the "Acrylic-Tie" will probably be the better choice. The holes should be drilled to the specified diameter--=3/44" for 5/8" anchors of 7/8" for %" anchors. All dust must be removed with oil-free compressed air (or other pressurized dispenser) and cleaned out with.a nylon brush. Fill the holes halfway, starting with the bottom of the hole and withdraw nozzle as the hole fills up. Anchors must be clean and oil.free, installed-turning slowly until the anchor hits the bottom of the hole, and not disturbed during the cure time. The allowable load, based on. steel strength, is 5,878 lbs for the 5/8" dia. anchor and 8,460 lbs. for the 3/a" anchor in tension and 3,025 lbs. for the 5/8" anchor and 4,360 lbs. for the %" anchor in shear. Either the 5/8" anchors or the 3/a" anchors should do the job, with four (4) for each pier. The. adhesives can be supplied by. other manufacturers, but I don't know them or have their catalogs. Wallace Supply, in South Glens Falls, is probably the best local source for anchor and adhesives (or for. additional information). Sincerely.yours, William E. Montgomery Jr. PE Letter Of Transmittal Pail E. Cushing, .Architect P.C. -� P.O. Box 4547 PR Queensbury'�New York 12804 r0k;/V Qic - irl��a �sBURY Telephone/Fax: (518) 792-5825 -a OIL)r 0DS Date: To: 4>.qil> 17T 71J, � j��lGG�%?l�il% ��1,•�CJ %B�'��JC��Yf Re: r�l>11-11VZIA15 Number of Pages (including this coves-): Remarks:_ ��IGG��✓ !> f4j�� C��'/��i Cry L /Z%Lf1/�� AW A-9f/o . TOWN OF QUEENS IRY Ell III DING DEPARTM Based on our limited examination, comppliance with our comments shall not he constru as indicating the plans and specifications are in full- compliance with the Building Codes of New York State- TOWN GIF QUEENSBUT71--v BUIL REVIEWED EY / .lam dsnWsf%.1:41i UUVY SATE c f` r 3 I 4oe 'COL- tip 4 ' Air- { s �ieQ.C@.5. P«R 5P� _ D ��ry�(�{4V 11�"1��a.I '" 11 ) ��e Y _+r�•7 I �. I ,-� AnlCi•1 �� rya_ c+Y ► OI �4y d!14TyG17 s -, - cSi i i ixtr: Erg t. �I � 4Cr .. _ ) gw- IN j 1�i2i Li. n:.:12C1CI�' A�,1p- \6 D �AR -- ro ac a � � �+,� � .. � �t'', r 1► ){ �J�n<i��U��I�yIC,r4..5('f /� f',+ �,C�UE��.}�[a�`r� W'''t> I L I �� ?iy;i-�U`E'•F�'.1;�'��;:i3r:?i��..N`,;{jl.i�`i'� Ai`;' I''�.{i'„�-r.1� I itt _ .,,..�'` _ - i.��''7'. lJ�,��,1�L�.�I�. �_�,�'�;�; r.'�1 I(;;r.; 3•,�...,'C�fft�y,,� }� . _.s �-�-C'7 1 s l�G1b' '�``�5 `1 '�i1 :�`.$`411 ✓.�+� ._ � tt �Zpp � � '� -� LuEL 'r✓�,�`, r. I )N i a i i l 1 Fyn 112J6 93:_wRam I `� If— jo it _I IMP s r I OP4�;. r WILLIAM E. MONTGOMERY JR. PE NEW YORK STATE PROFESSIONAL ENGINEER 104 HARTMAN LOOP . March 10,.2004 QUEENSBURY,NEW YORK 12804 XA ! Phone: 518-792-4262 �l'l Paul Cushing, Architect PC � INDUSTRIAL ED Structural P.O. Box 4547 Renovation Pumps and Queensbury, New York 12804 MAR � 2004 Piping HVAC TOWN OF ClUEENSBURY Energy Dear Paul, �UlLD1NG`�N��oUE Compliance COMERCIAL& I am returning the 34 page master document from the American Buildings RESIDENTIAL Building Codes Company showing the 36ft. x 72ft.- metal building which the Sporting. Energy Codes Honda/Kawasaki dealer is planning to construct on Quaker Road in Septic Design HVAC Queensbury, New York. I have spent quite a bit of time going through these American Buildings Co. drawings and the Building Code of New York State looking, in particular, for wind overturning, wind uplift and seismic considerations affecting this structure. American Buildings has included 16 rigid-frame columns (4 of them portal columns), two diagonally guyed endwalls and a 2-set-diagonal portal frame section under the roof. The New York code gives a method for determining the Main Windforce-Resisting System Loading Diagram (page 307) using values from Table 1609.6.2.1(1) and from Table 1609.2.1(4). The code also refers to the ASCE 7, the minimum design loads for buildings and other structures (American Society of' Civil Engineers) for wind calculations. I have a copy of this manual, but have used only the Building Code of New York State to do wind and seismic calculations, to date. The total Main Windforce-Resisting System, using my calculations for the Transverse Section, amounts to an overturning force of 4,450 lbs. on one long wall and the endwall corner. The endwall diagonals, the portal frame diagonals and 28 %2" dia. anchor bolts in the plane of one long wall should be able to resist this overturning force. The individual.roof panels have CL- .15 web crippling clips on all purlins and anti-roll clips (drwg.#DWR-1.0) installed as shown on the roof framing plan (drwg.#E-04). The only additional roof panel reinforcement I could find to help resist a wind uplift would be Frame Brace (BR17) and Knee Brace (BR18), drwg.#-DND-1.0. The greatest vertical live down load is the 53 PSF snow load. Pier footings, if limited to 3,000 PSF, will resist the vertical live down load plus the vertical dead down load of 153,000 lbs. (total combined) if no pier footing supports more than 3,000 lbs. per sq.ft. The only two pier footings supporting more than 3,000 lbs. per sq.ft. are the two on column line #2. These two footings should be a minimum of 32" x 30". The seismic loading is in the same general area as the addition you did for the Valvoline building. The limestone in the Honda dealership area is very close to the ground surface. The new metal building is in Seismic Use Group I, its Site Class. is "D" and other seismic information is provided (according to page #1 data in the American Buildings Co. drawings). The simplified analytical procedure for seismic design of buildings is covered in . Section 1617.5 of the New York code: Seismic base shear is determined by equation V = 1.2 Sds W R V = 15,300# bld.+ 27,480# snow) = 1.2 x .36 x 42,860 4 = 4,6301bs. Vertical Distribution for a single story = same (4,630 lbs.) Design Drift = 1% of height (16ft.+) = 2" The twenty-eight (28) 1/2" dia. anchor bolts in the long plane of the building should handle the base shear, the design drift, and the overturning force with an ample safety factor. Hopefully, some added bracing and the enlargement of two pier footings will provide enough additional resistance for the wind uplift and for the total down weight of building & snow loads. I could not charge for all of the hours I've put into this proj ect, but have learned more of the code. Please consider this an invoice in the amount of $200 for my services. Let me know if you have any quesiions. Sincerely yours, Villiam E. MontgomeryJ. 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