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86-765
• r CERTIFICATE OF OCCUPANCY TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK Date November 15 19 88 d-\gZ This is to certify that work requested to be done as shown by Permit No. '86-765 has been completed. This structure may be occupied as a Retail Store Log Jam Factory Outlet /Location ��� Maiden6orm Owner By Order Town Board TOWN OF QUEENSBURY Director of Bldg. do Code Enforcement • CERTIFICATE OF OCCUPANCY TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK Date Sept. 4, 19 87 This is'to certify that work requested to be done as shown by Permit No. 8a®7 65 has been completed. This structure may be occupied as a RETAIL STORE LOG JAM OUTLET CENTER — RTE 9 Location Owner CARTER°S (Lessee) By Order Town Board TOWN OF QUEENSBURY Building & Zoning Inspector 1 ■ • • 1 CERTIFICATE OF OCCUPANCY TOWN OF QUEENSBURY WARREN. COUNTY, NEW YORK Date July' 17, 19 87 This is to certify that work requested to be done as shown by Permit No. . 86-765 has been completed. RETAIL STORE This structure may be occupied as a Location Log Jam Outlet Center — Rte■ 9 Owner P„J. O., Inc. (Lessee) By Order Town Board TOWN OF QUEENSBURY ce .. Building & Zoning Inspector CERTIFICATE OF OCCUPANCY TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK Date July 2, 19 This-is to certify that work requested to be done as shown by Permit No. 86-765 has been completed. Retail Store This structure may be occupied as a S Log Jam Outlet Center -- ,Route 9 Location Owner Colonial Sport Shoe Center (Lessee) By:Order Town Board '. TOWN OF QUEENSBURY • Lam'��1� _ %�����/���/.�°�..._ Cr Building & Zoning Inspector CERTIFICATE OF OCCUPANCY TOWN OF QUEENSBURY . WARREN COUNTY, NEW YORK • Date 1711 v 2. 19 87 This is to certify that work requested to be done as shown by Permit No. 86-765 has been completed. Retail Store This structure may be occupied as a Log Jam OUtlet center — Route 9 Location Leather Loft (Lessee) Owner ' By Order Town Board • TOWN OF QUEENSBURY , • Building &4Zoticiig Inspector CERTIFICATE OF OCCUPANCY TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK Date July 2, 19 87 This is to certify that work requested to be done as shown by Permit No. 86-765 has been completed. This structure may be occupied as a Retail Store Location Log Jam Outlet Center — Route 9 Owner L'eggs, Hanes Outlet Store (Lessee) By Order Town Board TOWN OF QUEENSBURY Building ei Zoning Inspector • • CERTIFICATE OF OCCUPANCY TOWN OF.QUEENSBURY WARREN COUNTY, NEW YORK , July 2, Date 19 87 This is, to certify that work requested to be done as shown by Permit No. 86-765 has been completed. This structure may be occupied as a Retail Store Log Jam Outlet Center — Route 9 Location Totes, Inc. (Lessee) Owner By Order Town Board TOWN OF QUEENSBURY Building &(Zoning Inspector • • i ' . CERTIFICATE OF OCCUPANCY TOWN OF QUEENSBURY WARREN COUNTY,_NEW'YORK Date July 2, 19 87 This is to certify that work requested to be done as shown by Permit No. 86-765 has been completed. This structure may be occupied as a Retail Store Location Log Jam Center - Route 9 Owner Prestige Fragrance & Cosmetics (lessee) By Order Town Board TOWN OF QUEENSBURY C/ Building & Zoning Inspector TEMPORARY CERTIFICATE OF OCCUPANCY. TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK Date June 17 19 17 This is to certify that work requested to be done as shown by Permit No. 86-765 has been completed. This structure may be occupied as a Retail Store Location Log Jam-Outlet Center = Route 9 Leather Loft (leosee) • Owner TEMPORARY CERTIFICATE `OP OCCUPANCY FOR 30 DAYS PENDING FINAL ELECTRICAL. By Order Town Board TOWN OF QUEENSBURY r :47./e41) 6/.1j- 1 ishi4 - Building & Zoning llnspector TEMPORARY• CERTIFICATE 'OF OCCUPANCY TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK Date June 17 . 19 87 This is to certify that work requested to be done as shown by Permit No. 87-765 has been completed. This structure may be occupied as a Retail Store Location Log Jam Outlet Center — Route 9 Prestige Fragrance & .Cosmetics Owner Log Jam Outlet Center TrENTORARY CERTIFICATE OF OCCUPANCY By Order Town Board FOR '30 DAYS PENDING FINAL ELECTRICAL TOWN OF QUEENSBURY ✓ �- Building & ZoninpInspector BUILDING PERMIT TOWN OF QUEENSBURY No. 86-765 WARREN COUNTY, NEW YORK PERMISSION is hereby granted to Log Jam Outlet Center Assoc. OWNER of property located at east side Route 9 south of Route 149 Street, Road or Ave. of 00 in the Town of Queensbury,To Construct or place a Factory Outlet Stores w at the above location in accordance to application together with plot plans and other information hereto filed and approved and in compliance with the Town of Queensbury Building and Zoning Ordinance. rt 1. OWNER'S Address is P. 0. Box 1070 N rt • Watson Brook Road Exeter, NH 03833 0 rt o 2. CONTRACTOR or BUILDER'S Name J. Merrill Lord • • 3. CONTRACTOR or BUILDER'S Address P. 0. Box 1070 Exeter, NH 03833 4. ARCHITECT'S Name CO fD o w O m rt rt 5. ARCHITECT'S Address o r• a rt � • o 6. TYPE of Construction—(Please indicate by X) fD ( )Wood Frame ( ) Masonry ( TSteel ( ) ';• "? rr 7. PLANS and Specifications 3 buildings 80'x108' each at this time — 2 additional buildings No. proposed for near future of same size (80'x108' each) per plot plan, specifications and application submitted and also per Site Plan 8. Proposed Use (includes septic system) Review No. 17-86 Factory Outlet Stores $55.00 (11 C/Os) $ 1,000 PERMIT FEE PAID—THIS PERMIT EXPIRES June 1 19 87 (If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the O town of Queensbury before the expiration date.) rCr 5th November 86 0 Dated at the Town of Queensbury this Day of 19 rt cn rt SIGNED BY ` for the Town of Queensbury nD 6/k. rlci Building and toning Inspecto ' co TOWN OF QUEENS BURY r (Space inside block to he 11llE41 in In _ WARREN COUNTY. NEW YORK Building lnspetsio) - 1� Application for A• ,,,II�Iali.,n N,�. : �. I'I•rmal I►..uwl - 19. . BUILDING AND ZONING PERMIT I'.•rlllil h:ahirus• 1g. Zoning 1)iaruI .. ------•- \c.I u.•..I Work% One Dopy of a PLOT PLAN, Drawn fo scale •‘I1111'u".'II by • " • showinv the actual dimensions of the lot to be built It.•uhu.k9" ' • - _ upon. The ascot size, and location on the lot of the building to be erected or altered*MUST BE .SUB • - MITTED WITH THIS APPLICATION. • 3y• / TOWNOFQLll=E sEr, =v 3.i, I0QC ft A PERMIT MUST BE OBTAINED BEFORE BEGINNING WORK ' L� IL ANSWER ALL QF THE FOLLOWING. OCT. 2 b •986: The-undersigned hereby applies for a permit to do the,following work ii,,M. COOS-00--¢•ek which will be done in accordance with the description, plans and specifi- 718191. 12)1J2]3'4I'516 cations. and such special conditions as may be indicated on the permit. e a a E e , • The owner of this property is: '�l /6 `S L C )A M ort L er ;soar. *.6cc. wKT54J fib2ovk.ILP v. .50 1670 • INA''IEI IP O ADDRESSI CAtiree. $..1.1+MIT The person responsibiu for •supervision of the work insofar as the Building Code and the Zoning Ordinance apply is: • •..).1467401106 1,OI 17.6 24a 1010 'CXI~T IJ.4.- 00,1 INAMEI Ei<, .T ._ IP O ADDfiESSI • •• Name of Builder "" Address n/ I--I• 0 3 ?' Name of Plumber " ' Address ', Name of Mason ' Address Lot Number ^ Unit ^' Estimated value of proposed work S C.14. V0.Q Q Name of Village. . .' klet4 Qc.°.01 144)9-y Name of§treet PriT lig 9 f $4.1 Side of street: north D, east south Q. weal CI Nearest Cross Street . . � 1 I� Distance from this cross street .®.VT. . . . Ft. Property is north 0,south ,'east i i,west ❑from Cross Street If on Corner,which corner,northeast D. northwest 0, southeast -Q. southwest (Designate by marking with an "X" in the correct space.) . • ` NATURE OF PROPOSED WORK OCCUPANCY AConstruction of a new building. Main Building • ❑ Addition to a building: One-family dwelling ❑ ❑ Alteration to a building. Two-family dwelling' 0 ❑ Demolition of a building. -family apartment house 0 Store building 0 -car attached prate 0 . Other: .T.Tll,.. . `l r. STdc E.c • Accessory Building One-car detached garage 0 0 Other work. Describe: �j Two-car detached garage • 0 S l7-€ Ti I,h /-ev . it /7- O C. Private chicken house 0 Private storage building 0 7v 6e 1/17186 Other: f" A ZONING SPECIFICATIONS. Fill in for new building,or addition to existing building.or a change of occupancy. *„,,..N Indicate on the plot plan street names,the location and size of the property, the location,site and setbacks of pro- posed buildings,and the location of all existing buildings. RI' g Show proposed buildings) in dotted line and existing buildings) in solid line. 0 wt 4., _ Size of property 4' 4 ft. a It. Size and use of existing buildings,if any9O)V „ I- - A...Pro> C. • 1 f3elw IliSize of proposed building . . . .a* . . It.x 1 Height (from grade to ridge) . . . .26 It. , Front yard 4150 ft. . . Side yards SO 1 ft..and fe. Rear yard -sot) 1t. • UTN • If on corner,setback from side street - It. . Note: All distances are net, es measured/rein street side line to nearest part of building • tovanl 1 7-73—M • . , • (cont'd.) BUILDING SPECIFICATIONS. • Kind of construction: Wood frame, fire safe,etc.) "rersai. FWANN 1/441-500 iwoo.1:b Will any second-hand lumber be used? . It so, for what? Material of foundation walls C•01..)litiWrCK thickness 17.. 'I 12. Depth of foundation walls blow grade Continuous foundation? . . Will there be a cellar? TeSp ir so, material of cellar floor .;INC420eTS Type of-roof: Sloped or flat? . . . .r7-WiAT. . ... . . . Material of roof . . . w Nibbilmo./AiihtnISP,A6,1g. Size,wood studs "a ",spacing _L) a "o.c., length. ) • ft. Size, floor beams, 1st floor . . . .B311,014"x 401/JP I, ",spacing -Pei "o.c.,span . ./.,a ft. Size, floor beams,4nd floor . . . ", spacing .4 2. "o.c.,span .1. ft. Size,ceiling beams . ar. "a ". spacing / "o.c.,span . MA). ft. Site, roof rafters or beams Wit...AM:.ta Wit.* o. . . •",spacing I+, "0.c.,span . .. .tle.i .32.1. ft. Exterior finish MO) With what material? CA"Pble-• eer Finish of interior walls '4J14raprart.gz,.c.14.,. If garage is to be attached, of what material is wall between garage and main building to be constructed? Is there to be an opening between garage and building? 0..°•••-•' Kind of heating system .41, .c... A44" Oil burner or coal? ''''==• Will a flue-lined chimney be provided? Depth of chimney foundation below grade %mom, Height of chimney above roof , Will there be a fireplace? t • Depth of fireplace hearth Will a toilet be installed? " Will a kitchen sink be installed ant connected to water intrelyt .• Water supply(public water supply or pump) po • Distance of cesspool from any private well W.6k feet Will drainage system be provided with required traps,cleanouts,and vents? y6.6 AFFIDAVIT Town.of Queenshury County of Warren State of New York I swear that to tr. ,b,firof my knowledge and belief the statareents contained in this application,together with thepbuts and epecificatione sub- mitted, are a true and co.i.plete reasemeni of all proposed work to be done on the described premises and that all youmisione of die BUILD-' INO CODE,THE ZONING ORDINANCE,and all other laws pertaining to the proposed work shall be complied with,whether specified or cob and that such work is authorised by the owner. Sworn so before me this S - &`-%1 ignature — 4)9C&4-4-c.4.,-02 OWNER.OWNER'S AGENT.AR HIT, ECT.CONTR TOR day of 19 . . . . NOTARY PUEILIC. WAMPUM COUNTY. N. Y. SPECIAL CONDITIONS OF THE PERMIT: • • • .• • • • • • • • . . By • • • - - TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK Application for: BUILDING PERMIT IN COMPLIANCE WITH THE NEW YORK STATE ENERGY CONSERVATION CODE A permit must be obtained before beginning work. • ANSWER ALL of the following: • 1. Gross floor area 42oCC) SI • 2 . Type of heat e►1tj‘d, kfteerr 'PUMP yall 3 . Is the building mechanically cooled? 4. Percentage of area of windows and doors 1; 0 • A. Over 16% Only • 1 . Uo value of gross area of walls , roof/ceiling and floors exposed to ambient conditions 2 . Floor over heated spaces YES . NO a. Are foundation walls insulated? . YES NO • 1 . If YES, what is the R value? 3. Slab on grade YES NO a. If YES, what is the R value of insulation around • perimeter Of floor? 4'. Is basement heated? YES NO • a. R value of insulation 5. Type of insulation B. Under 16% Only 1. R value of roof and floors exposed to ambient conditions 2 . R value of exterior walls • 3 . R value of glazed area -11'4a24114..+ g 4. R value of doors "mr..1.-' Tei'a • 11-4 4-t tM_+ .1° • 5. R value of floors over unheated spaces 6. R value of slab edge insulation - unheated slab ft.1 7. R value of slab insulation - heated slab 8. R value of heated basement/cellar walls (above grade) 12.1 9. R .value of heated basement/cellar walls (below, grade) 4"'""ml 10. Type of insulation latent) C. Controls 1. Thermostat maximum heat setting 1 0 D. Duct Systems 1 . Is duct system installed in unheated spaces? YES NO a. If YES , R value of duct installation b. R value of duct in - other areas E. Piping Insulation l0 1. Size of hot water or cooling carrying agent pipe 2 . R value of pipe insulation • F. Service Water Heating 1 . Performance efficiency fue451 weft,. 1 2. Temperature control setting maximum !ZQ . 111 G. For Swimming Pool Only 1. Maximum heating Telephone N o. (0 6/1 1, 1 8 -8 ¢ (� �� Aamol-r- (applicant ' s signature) Jc,,r� o f Qt y APPLICATION FOR SEPTIC DISPOSAL PERMIT BUILDING tend ZONING DEPARTMENT zLly ano H�,il;ind RnPr. A D. 1 Box !a. - Gy -c-iac e p: ry, ht rot.k e28011 no� - LOCA1 Mt, OF PROPERTY FOR ] NSTALLAT 10N OWNER'S NAME L9 " (1-. 2___c - yz,_.<,„ r,. fr, ADDRESS Rcl _,, � � TEL 7$ / . EL - -=Ey2 INSTALLER' !>• NAME e. r �7r rl'�7 TEL Number of bedrooms (residential only) Total daily flow(compute @ 150 ,gal per bedroom) fa-e g /- 7) • Topography: Flat - Rolling - Steep slope -(circle one) % of slope Soil nature Sand) Loam - Clay - Other Depth ft. Ground water -At what depth? ft. Bed-rock or impervious material - At what depth? ft. Percolation test - Not required - Required = .-Rate A 2 aP,a //j 2-min-inch. Domestic water supply -(Nunicipal)- Well - Other / Separation - Watersupply(if well) from Septic absorption ft.. Proposed System: Septic tank -3�Da gal. ( 3dinimun size, 1000 gal. ) Ti e _ E _ - _.__ . _ c-..c -- ft . _ ta1 syysie-, leo, •, h. ft . , P r Seer.,— fir ! c ' ,--� er cf j size. each /2 ft 7 ft Y , * 44 1 . . n y * * * * *. * * 1 * * * 1 * * 1 1 * 1 * ♦ 1 * * 1 * * 1 ) M?ORTArT ! ! On a separate piece of parer , submit a diagram of the proposed system with all dimensions shown ; including distance from any structure, distance from property lines and from ANY DOMESTIC WATER SUPPLY or shore-line of lake, stream,pond or wet-lands." include all dimensions of the system, itself . . * * * • f • Y - Y , * * . - ' 1 . * * * i"... _ , . . : i. '. it .. . . : : :-.).: .-1: IC _T'r ..C.:`EE C .Gt of tir. F/:i( : G1:2 GC7'CC • to c!:- C 7•✓ t FC (,1,C c77 reckir rrntF cf 7rc TOL'n of c,LFCrs ''✓ram Scn tcr,; Sci.-ogc 1, sjosc7 Or•dLrcnac. • Si or,,C t. rc O4" ).. rr r;' r ! 7,, rr,, c', �—�/ ^i 7-72._,LL t 05/E6 and/.,] . BUILDING DEPT.COPY OF APPLICATION FORM 46-EL,NEW YORK BOARD OF FIRE UNDERWRITERS. FILE THIS COPY WITH BUILDING DEPT.WHEN REQUIRED. (TEMP.# IDATE CITY LL OR c,0 OF �C.-.....-34- TOWNSHIP COUNTY i �[ VILLAGE r } \N � %77�— STREET AND NO.OR (_ n �ry�' �y ROAD AND POLE NO. L.0(A O/\. '\ =C rtA•AJp-ALS-1-- POLE NO. BETWEEN WHAT TWO CROSS STREETS IS g-T 9 y �)t !49 PREMISES LOCATED? 1 E 1 \ SECTION BLOCK LOT OCCUPANT'SA -i -;I""- OBCILDING CUPANCY Q l/\1 L- l/ L,5 NAME �.-OC� .�)�.Vf-, L-�� •L!b , (-l:•.7 tZ(Z o- � ��'Cam-- OWNER'S NAME ____, 1 n y �3 t�)y r` 1 'TEL.# J 7 7� G�j �i AND ADDRESS {y,L. 1,Lh tU (:) , t`iA --C1;s�.� l.'V .` ��1 E7- -�4 <'_ N l£iO3 1 8- 4V 4- CURENT SUPPLIED N.)\ Ct j:. pioitA . }tt=..,- BY FROM THEIR OFFICE B • DEFECTS ISUILDING • NEW( OLD❑ SORK NEW X ADDITIONAL❑ REMOVED ❑ LIST BELOW ALL EQUIPMENT WHICH YOU INSTALLED NNUMBER OF OUTLETS of Fixtures MOTORS HEATERS BRANCH OFFICE USE Lamp Receptacless CIRCUITS Loca- ONLY tion Side Attaeh't H.P. Watts A.W.G. Ceiling Wall Recep'': Switch Pendant Bracket No. Type Each No. Each No. Gauge . INSPECTION Out- side Sub- base Base- " ment 1st Fl. d Fl. 3rd Fl. REMARKS: LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: DO NOT USE THIS SPACE. This application is intended to cover the above-listed equipment to be inspected but if at time of inspection there is found additional equipment not above listed, you are authorized to make the inspection and adjust the fee to cover the additional equipment,as provided by the applicant. SIZE OF ELECTRIC SIGN TOTAL MAINS . FEEDERS LAMPS WATTS CHARACTER EXPOSED GAS TUBE SIGN OF WORK CONCEALED TRANSFORMERS OF VA WORK TO BE } �7 f� r \ I \ (NUMBER) (CAPACITY) _ - STARTED 1�{':t,... �� COMPLETED SIZE OF SIGN SERVICE OVERHEAD UNDERGROUND MAKER ' ENTERS - BUILDING OF SIGN - -- • INSPECTION REQUESTED ON OR AS NEAR AS n POSSIBLE NEW OLD I I AVOID DELAY BY GIVING FULL AND ACCURATE INFORMATION.ALL SPACES DATE OF MUST BE FILLED IN OR APPLICATION MAY BE RETURNED. APPLICATION PRINT NAME AND ADDRESS / NAME OF /i q �/SIGNATURE awl /) f ��t--. t APPLICANT (f7r� J!Ar� fi�`l�?1-7 r' //i:.a�" -i/.t"r.•-%(�: 1 X OF SIGNATAPPLICANT C �e-<:c� 4�.6-' i,-.-�c �- -'''' STREET ADDRESS 1-, .> I Aril i 1J/.e:Ai e?../-n Ir A.,1/ TELEPHONE# •-�043 '2j-- /r LICENSE NO. p ST OFFICE- CITY OR X i t CIE--' 4Vii CODL (?C WHEN APPLICABLE --; A SEPARATE APPLICATION MUST BE FILED FOR EACH SEPARATE BUILDING ���,,.. � `6:. MIDDLE DEPARTMENT INSPECTION AGENCY, INC. �) National Headquarters 900 Haddon Ave., Collingswood, N.J. 08108 APPLICANT COMPLETES THIS SECTION Date: /1,4�•;•,_y.;:- City, Town or Township t' r--` a `,1--- . County ?-j`�-t • `d State f,e '' ,,��'`,_ fi �-.. ;f Location/Address 1 . 6 'I' �1 i •° - ,,..-.. ---- (If Located in Rural Area - Please Attach Directions) Pole # Owner t_ i, - v ,_ .:t,•, r...r_' ,_--'' Permit # i. ` _ �` .e-` �� Occupied As ''..$ t;;,.f� `00•1 ' •. 1 Building: New❑ Old El-- v Occupant Work Area in Building (Floor #,etc.): App. for: Wiring n'"'Service❑ or: Ready for Inspection: Fee Remitted-$ Cash n Check n M.O. n Make Payable To: M.D.I.A. 500 750 1000 1250 1500`1750 2000 2250 2500 2750 3000 Number of Rough Wiring Outlets Elect. Heat Switches Lighting Amp. Service Surface Unit Dishwasher Range Water Heater Air Conditioner Dryer Pump Receptacles Number of Fixtures Oven Garbage Disposal Wiring and Controls for Burner Amp. Receptacles Fractional H.P. Vent Fans Other Equipment: MOTORS H.P. 1/201/12 1/10 1/8 1/6 1/4 1/3 1/2 3/4 1 11/2 2 3 5 71/2 10 15 20 25 30 40 50 75 100 Mark Number of Each Size i _ Applicant's Signature License # -- Permit # z.T/A , c..:r•cz I.4 4. / r_`1 P I.C- �;r�' it U 1,. e_S Utility: / 0 (NAME) (OFFICE LOCATION) Applicap`t's Address: —1 Y°,`it--(1-70 0t_c17 7&c- (City)�7 ki//5 7�'` //a6F7 (State) IV �f (Zip) Service Request # Phone # Electrician: MDIA USE ONLY DATE RECEIVED: J�4 �. ,�`� DATE INSPECTED: f , Correct Location: Same as Above' J or: Red Notice Label n Rough Wiring Outlets Surface Unit Oven Switches Range Garbage Disposal L _.f •eceptacles Water Heater Dishwasher 4•Fixtures Air Conditioner Dryer Amp. Service Equipment Burner,Wiring &Controls for Amp. Receptacle Amp. Service Conductors Pump Vent Fans MOTORS H.P. 1/20 1/12 1/10 1/8 1/6 1/4 1/3 1/2 3/4 1 1'/2 2 3 5 7'/2 10 15 20 25 30 40 50 75 100 Mark Number of Each Size 500 750 1000 1250 1500 1750 2000 2250 2500 2750 3000 Elect. Heat CERTIFICATIONS USE FOR INITIAL VISIT ONLY NOTIFIED DATE CORRECTFEE FEE PAID ❑ RW Progress: Inc.n LKD n Contractor / Q. 00 '4/0, 06 0-'6FT Violation: Work Comp.I l Inc. ❑ n L/A Owner CASH ❑ Fee CHK # n L/A Due n IPA Municipal MO # �`/ I NV #0,/,,0 0 {Date: ' '' .6�� Other Side El Utility �G J[ Applicant ❑ Owner ❑ Cut in Card n Temp # Date Ls A.' r' i II Final # Date INSPECTORS SIGNATURE APPLICATION FORM NO.250 EL 11/86 - ` — 'MIDDLE DEPARTMENT INSPECTION AGENCY, INC. NATIONAL HEADQUARTERS: -900 Haddon Ave., Collingswood, N.J. 08108 (609) 858-4400 DELAWARE NEW JERSEY . 1815 Newport Gap Pike 1030 Kings Highway North 1525 Cedar Cliff Dr. • Marshal,lton, Del. 19808 Suite 310 Camp Hill,-Pa. 17011 (302) 999-0243' . Cherry Hill, N.J. 08034 -(717) 761-5340 . - (609) 667-9200 203 N.E. Front Street ,. -. . 1542 Bristol Pike, Suite 105 Rear Entrance - 350'Grove Street . - U.S. Route 13 ' _ P.O. Box 306 . -- Grove XXII Corner Bensalem, Pa. 19020 Milford, Del. 19963 - Bridgewater, N.J. 08807 (215) 244-1919 (302) 422-5729 . . (201) 526-0880 - (302) 856-2218 Route 19, North • • . 26 S. State Street - P.O. Box 136 Hackensack, N.J. 07602 Wexford; Pa. 15090 MARYLAND - (201) 487-5373 (412) 931-3028 . - _ (412) 935-1558 Milford Professional Bldg. Route 9 - ' 3610 Milford Mill Road Marmora, N.J. 08223 . . - - Baltimore, Md. 21207 _ (609) 390-1940 VIRGINIA (301) 922-1122 NEW YORK 3076 Shawnee Drive Burch Oil Co. Bldg. P.O. Box 1626 E/S Route 5 706 Erie Boulevard West • Winchester, Va. 22601 Charlotte Hall, Md. 20622 P.0'. Box 285 (703) 667-8484 (301) 645-2219 Rome, N.Y. 13440 . (301) 884-4547 (315) 736-0477 , - (315) 337-3480 -- _ . Washington Co. . . . Office Bldg. 460 State Street , - 33 W. Washingto.n Ave. Suite 308 ' - " Hagerstown, Md..21740 Rochester, N.Y. 14608 (301) 791-3190 (7.16) 454-5191 Hitch Bldg. Room 203 - 243 Margaret Street -• • - - - 636 S. Salisbury Blvd. Plattsburgh, N.Y. 12901 Salisbury, Md. 21801 • (518) 563-2835 . " (301) 749-0641 PENNSYLVANIA Room 301 Main Street - Court House 121 W. Tenth Street Elkton, Md. 21921 - Erie, Pa. 16501 (301) 398-5200 (814) 452-4604 - 318 Commerce Drive 18 N. Wyoming Ave. Easton, Md. 21601 Room 204 (301) 822-8300 Kingston, Pa: 18704 ' (717) 288-4906 - • NOTICE TO APPLICANTS: Final inspection and approval may be required by law before electrical current may be energized for use of occupants. The Agency undertakes to provide inspections until final certification is granted if such requests are made within 120 days from date of the last inspection. Upon expiration of 120 days from the date of the most recent inspection, all'duties and obligations owed by the Agency shall be deemed completed,and all fees paid by applicant shall be deemed consideration for services performed. No further inspections shall be undertaken by the Agency without filing of a new application, and the payment of relevant inspection fees. No final certification shall be implied or inferred-without issuance of a duly executed certificate. The Agency in accepting application for inspection cannot assume responsibility for unavoidable delays in inspection. • "100 YEARS" PROTECTING THE"CONTRACTOR AND THE CONSUMER-.. - " 14 • _Down o f QuQcniur, Iry BUILDING and ZONING DEPARTMENT Bay and Haviland Road, R.D. 1 Box 98 Queensbury, New York 12801 BUILDING INSPECTOR ' S REPORT 6;1; NAME ` '- 1 kat° LOCAT I ON , 44-ze Date / Ay— Permit No. c1 _ 7i T * * * * ,1/4 * * * * * * * * * * * * * * * * * ✓ = APPROVED - YES / NO Footing/Pier Forms . Foundation Waterproofing Backfill ---N• Framing Roofing / Siding8 / Masonry Veneer Rough PlumbingL;;VV"/ Relief Valve Ext. Porches Finished Floors Interior Trim /x Stairs & Railings Cellar Drain Tile Concrete Floors Plbg. Fixtures X Gar. Fireproofing /� Door Closers ///7- Smoke Detectors Chimney INSULATION: 1 Foundation Floors • Walls Ceiling FINAL ELECTRICAL INSPECTION XiR APPROVAL Building Survey // N xt scheduled inspection (call when ready) RIVEWAY Remar s- (14 . . &ill_, DK 91/41 Building' Inspector 6/86 and-vl leit UjitiAl 7 awn- of Queens‘ury BUILDING and ZONING DEPARTMENT Bay and Haviland Road, R.D. 1 Box 98 i/Queensbury, New York 12801 (11/1 BUILDING INSPECTOR ' S REPORT 4/1 NAME 520 u&c.„, LOCAT I O " 9 ��� V���/J Date 7/-1 /17. Permit No. * * * * * * * * * * * * * * * * * * * * * * * ✓ = APPROVED 7 YES / NO Footing/Pier Forms Foundation Waterproofing Backfill Framing Roofing Siding Masonry Veneer Rough Plumbing Relief Valves Ext. Porches Finished Floors Interior Trim Stairs & Railings _ Cellar Drain Tile Concrete Floors Plbg. Fixtures Gar. Fireproofing • Door Closers Smoke Detectors . • Chimney INSULATION: Foundation Floors Walls / Ceiling FINAL ELECTRICAL INSPECTION DRIVEWAY APPROVAL . f Final Building Survey Next scheduled inspection (call when ready) Remarks- C// _21,he/6 li/ O2f/ //g -17 • /17 Building Inspector 6/86 and-vl A c� Jown of Queenitury BUILDING and ZONING DEPARTMENT Bay and Haviland Road, R.D. 1 Box 98 • Queensbury, New York 12801 BUILDING INSPECTOR' S REPORT NAME �/ -; / l `LOCATION /-- 9 (a(/.4/ 61 ,.:74 s Date G ��' /e7 Permit No. (). �� * * * * * * * * * * * * * * * * * * * * .* * * ✓ = APPROVED - YES / NO Footing/Pier Forms Foundation Waterproofing Backfill Framing Roofing Siding Masonry Veneer Rough Plumbing Relief Valves Ext. Porches Finished Floors Interior Trim Stairs & Railings Cellar Drain Tile Concrete Floors Plbg. Fixtures Gar. Fireproofing Door Closers Smoke Detectors R Chimney \ INSULATION: Foundation Floors Walls Ceiling FINAL ELECTRICAL INSPECTION DRIVEWAY APPROVAL Final Building Survey ' Next scheduled inspection (call when ready) Remarks- � ��a // &)// /9 /7 d/,/t`^ /' J 7 c/% /!!/ f f— / /a / /Z G „.,,,,e4- _. .,-1. ,'q . l ,r6 ` / ,, ,, (,/ _____________.___ // ,..."--, / B ilding Inspector 6/86 and-vl ° awn of Queen.1 Ur y BUILDING and ZONING DEPARTMENT • Bay and Haviland Road, R.D. 1 Box 98 Queensbury, New York 12801 BUILDING INSPECTOR ' S REPORT n NAME /e,y/I,,,, LOCATION ,, l ?- Date -U '/ � Permit No. - * * * * * * * * * * * * * * * * * * * * * * * ✓ = APPROVED - YES / NO Footing/Pier Forms Foundation Waterproofing Backfill Framing Roofing Siding Masonry Veneer Rough Plumbing Relief Valves Ext. Porches Finished Floors Interior Trim Stairs & Railings Cellar Drain Tile Concrete Floors Plbg. Fixtures Gar. Fireproofing Door Closers Smoke Detectors Chimney INSULATION: Foundation Floors Walls Ceiling FINAL ELECTRICAL INSPECTION DRIVEWAY APPROVAL Final Building Survey Z>4/- Next scheduled inspection (call when ready) Remarks- r //2 #, _ , /12 /I e- e: te 7rc��D/r- Building Inspector 6/86 and-vl flown of Queeniurcy BUILDING and ZONING DEPARTMENT • Bay and Haviland Road, R.D. 1 Box 98 Queensbury, New York 12801 BUILDING INSPECTOR ' S REPORT NAME aV/0_17,, S;�'✓,/ S1., `i LOCATION 1 Date dy Permit No. Il ‘ J 7(A5 * * * * * * * * * * * * * * * * * * * * * * * ✓ = APPROVED - YES / NO Footing/Pier Forms Foundation Waterproofing Backfill Framing Roofing Siding Masonry Veneer Rough Plumbing Relief Valves Ext. Porches Finished Floors Interior Trim Stairs & Railings Cellar Drain Tile Concrete Floors Plbg. Fixtures Gar. Fireproofing Door Closers Smoke Detectors Chimney INSULATION: Foundation Floors Walls Ceiling FINAL ELECTRICAL INSPECTION DRIVEWAY APPROVAL Final Building Survey Next scheduled inspection (call when ready) Remarks- ,Lf f_' / ,L 17"✓ Building Inspector 6/86 and-vl Jown of Queen itur, ..**UILDING and ZONING DEPARTMENT • ti. Bay and Haviland Road, R.D. 1 Box 98 Queensbury, New York 12801 BUILDING INSPECTOR ' S REPORT NAME ) LOD Ai t/-1-SDo tiro&avr6.E LOCATION L0 ��M au�LL ��� �^ Date 6/2_1/ Permit No. 86 -2(05 * * * * * * * * * * * * * * * * * * * * .* * * ✓ = APPROVED - YES / NO Footing/Pier Forms _ Foundation Waterproofing Backfill Framing Roofing Siding Masonry Veneer Rough Plumbing Relief Valves Ext. Porches Finished Floors Interior Trim Stairs & Railings _ _ Cellar Drain Tile Concrete Floors Plbg. Fixtures Gar. Fireproofing Door Closers Smoke Detectors Chimney INSULATION: Foundation Floors Walls Ceiling FINAL ELECTRICAL INSPECTION DRIVEWAY APPROVAL )Final Building SurveyacnVj Next scheduled inspection (call when ready) Remarks- ��(1Cli rILfr!\1 U'f r 6 f� �G-c -r cA-(- W5Pi-cro jz rl Sri We-7 A nt xtrc_s i441_ F(NA-t, Bu ling In peg c or 6/86 and-vl / Jocurra o/ Queenibur y BUILDING and ZONING DEPARTMENT Bay and Haviland Road, R.D. 1 Box 98 Queensbury, New York 12801 BUILDING INSPECTOR' S REPORT NAME P-(;S 1 6 L !rz.h C-,fCA. — LOCATION Z� Date ( /j 7 / Permit No: F lA - G 5 * * * * * * * * * * * * * * * * * * * * .* * * ✓ = APPROVED - YES / NO Footing/Pier Forms _ Foundation Waterproofing Backfill Framing Roofing Siding Masonry Veneer Rough Plumbing Relief Valves Ext. Porches Finished Floors Interior Trim Stairs & Railings Cellar Drain Tile Concrete Floors Plbg. Fixtures Gar. Fireproofing Door Closers Smoke Detectors Chimney INSULATION: Foundation Floors Walls Ceiling FINAL ELECTRICAL INSPECTION DRIVEWAY APPROVAL '/-Final Building Survey Next scheduled inspection (call when ready) Remarks- 15 �v '30 O��i i�C-'� p Building Inspector 6/86 and-vl / 1 c / Down o f Queen urty BUILDING and ZONING DEPARTMENT Bay and Haviland Road, R.D. 1 Box 98 Queensbury, New York 12801 BUILDING INSPECTOR' S REPORT NAME L 1. 14 rL Lc s i` LOCATION U Date // Permit No: 65—_ 00/ = APPROVED - YES / NO Footing/Pier Forms Foundation Waterproofing Backfill Framing Roofing Siding Masonry Veneer Rough Plumbing Relief Valves Ext. Porches Finished Floors Interior Trim Stairs & Railings Cellar Drain Tile Concrete Floors Plbg. Fixtures Gar. Fireproofing Door Closers Smoke Detectors Chimney INSULATION: Foundation Floors Walls Ceiling FINAL ELECTRICAL INSPECTION DRIVEWAY APPROVAL ,Final Building Survey Next scheduled inspection (call when ready) Remarks- ) S3u Ts& CA) c _ / 1,6 i(0)f r? C_ t Building InspectoiI 6/86 and-vl .own of Queeniur1 - 6UILDING and ZONING DEPARTMENT Bay and Haviland Road, R.D. 1 Box 98 Queensbury, New York 12801 BUILDING INSPECTOR' S REPORT NAME l_ J k- L-L-t.fitTg LOCATION f ,-,� A-% Date /,)/�7 / 'J _ Permit No. 36- `I Cos ✓ = APPROVED - YES / NO Footing/Pier Forms _ Foundation Waterproofing Backfill Framing Roofing Siding Masonry Veneer Rough Plumbing Relief Valves Ext. Porches Finished Floors Interior Trim Stairs & Railings Cellar Drain Tile Concrete Floors Plbg. Fixtures Gar. Fireproofing Door Closers Smoke Detectors Chimney INSULATION: Foundation Floors Walls Ceiling FINAL ELECTRICAL INSPECTION DRIVEWAY APPROVAL Final Building Survey Next scheduled inspection (call when ready) Remarks- L(J k:k-A u u.r CC r��i ►=t C C2 t= PAA) c ( (- l �IQrSI.�l . O Ao/,b'!�1 Building Inspector/ 6/86 and-vl r� ) p )t=)L wn o f Queenibur, BUILDING and ZONING DEPARTMENT Bay and Haviland Road, R.D. 1 Box 98 Queensbury, New York 12801 BUILDING INSPECTOR ' S REPORT NAME ,Y,) z�' Jam- i. cG�Z LOCATION / ;) T:1721r C/G7am- Date�/r "7 chi- Permit No. 86 - 71�J * * * * * * * * * * * * * * * * * * * * .* ✓ = APPROVED - YES / NO Footing/Pier Forms Foundation Waterproofing Backfill Framing Roofing Siding �( Masonry Veneer Rough Plumbing Relief Valves iC Ext. Porches . Finished Floors Interior Trim Stairs & Railings Cellar Drain Tile Concrete Floors Plbg. Fixtures Gar. Fireproofing Door Closers /i Smoke Detectors Chimney INSULATION: Foundation Floors Walls Ceiling FINAL ELECTRICAL INSPECTION DRIVEWAY APPROVAL '+Pinal Building Survey Next scheduled inspection (call when ready) Remarks- iSsl�� C/ f rS L r /(" ipe:d Building Inspector 6/86 and-vl � . 6/2- Jown •of -kzeueeniAurty BUILDING and ZONING DEPARTMENT Bay and Haviland Road, R.D. 1 Box 98 Queensbury, New York 12801 BUILDING INSPECTOR' S REPORT NAME J— `�76c_ in cs LOCATION6 PA-4— ° 4 Date 6 / Permit No: -e-k9 , * * * * * * * * * * * * * * * * * * * * * * * or = APPROVED - YES / NO Footing/Pier Forms Foundation Waterproofing Backfill Framing ofing C9,/c ding • e9.A , Masonry Veneer Rough Plumbing Llief Valves 0,1‹, Jxt. Porches (7;/,_ LFinished Floors (91 Interior Trim fairs & Railings Cy2E Cellar Drain Tile 4.Concrete Floors Plbg. Fixtures O,g Gar. Fireproofing Door Closers €mok-e--De-t-ee-tor-s /if z.e. 2/Y c,144 , Od Chimney INSULATION: Foundation Floors Walls Ceiling , • • FINAL ELECTRICAL INSPECTION 1-L�✓,,(2. f/ DRIVEWAY APPROVAL r )anal Building Survey Next scheduled inspection (call when ready) Remarks- -aL to ,/,-eie e5' AfTg47Z-,,e1 Building Inspector • 6/86 and-vl awn of Queetiiturj BUILDING and ZONING DEPARTMENT Bay and Haviland Road, R.D. 1 Box 98 Queensbury, New York 12801 BUILDING INSPECTOR ' S REPORT NAME //tY , Lh- -ei-Off-ai LOCATION Date 7 / * ' Permit No. * * * * * * * * * * * * * * * * * * * * * * ✓ = APPROVED - YES NO Footing/Pier Forms . Foundation Waterproofing Backfill Framing Roofing Siding Masonry Veneer f i{ough Plumbing 5'6---(-f3,$-L.D c) Relief Valves Ext. Porches Finished Floors Interior Trim Stairs & Railings Cellar Drain Tile Concrete Floors Plbg. Fixtures Gar. Fireproofing Door Closers / Smoke Detectors Chimney . INSULATION: Foundation Floors Walls Ceiling FINAL ELECTRICAL INSPECTION DRIVEWAY APPROVAL Final Building Survey , Next scheduled inspection (call when ready) Remarks- . 4,fri. 4, firer vb - ,o-r ( GLun IAJ S&P-11C-- ' i ' • ro'� tding Inspector Jown o/ Queenitury BUILDING and ZONING DEPARTMENT Bay and Haviland Road, R.D. 1 Box 98 Queensbury, New York 12801 SEPTIC DISPOSAL SYSTEM INSPECTION NAME 0/ durre..„ LOCATION R 7 DATE 0:7( 87 PERMIT NO. a& -r7�S SOIL TYPE - C.-and - Loam - Cla _ Percolation Test Required? �a - NO Percolation rate - Min/Inch _ /, Z- TYPE of SYSTEM: Absorption field, total length /60 c Length of each trench Depth of trenches ' Size of gravel `74.3 SP"vA^& SEEPAGE P Number of) Size- f _ ft. Gravel size PIPING: Size Type Bldg. to tank �-? " p(/e__. Tank to dist. box eiVe moist. box to field/p±t. ri Openings sealed? 1 NO Partial LOCATION/SEPARATIiNS: Foundation to tank 'Oft. 1- - Foundation to abso 'tionAbsorption to to li e p ft. Separation of p'ts /1//A ft. LOCATION 0 SY:TEM ON P°OP RTY cirri' one) Front - 4-_ ` - Left side Right side - COMMENTS: GS 426-42 �E-0/jL7 e41/°// O Vf G. SYSTEM USE APPROVED YES NO eleCW--2e4t4,_. Building Inspector 01/86 and vl _town of Qucenitur, BUILDING and ZONING DEPARTMENT Bay and Haviland Road, R.D. 1 Box 98 Queensbury, New York 12801 BUILDING INSPECTOR ' S REPORT NAME L� G -374 A i LOCATION GLIE 9 Date WO / ? Permit No. V g - 65 * * * * * * * * * * * * * * * * * * * * * * * ✓ = APPROVED - YES / NO Footing/Pier Forms Foundation Waterproofing Backfill Framing Roofing Siding Masonry Veneer Rough Plumbing Relief Valves Ext. Porches Finished Floors Interior Trim Stairs & Railings \/(( Cellar Drain Tile Concrete Floors Plbg. Fixtures )( One. Fireproofing CA_.isr 2 (`— !% Door Closers Smoke Detectors Chimney INSULATION: Foundation Floors Walls Ceiling FINAL ELECTRICAL INSPECTION DRIVEWAY APPROVAL Final Building Survey Next scheduled inspection (call when ready) Remmarks— y / (�A/uo 3 -1 /a`Lentil(S( NW--C M 6 t,5 ) E 4&/-ri�.F--T QrP✓.JC -tr 5`rA r_(AO) {.i 2_o f F 110100 Pf'Iri&v`c_ I AfT-L 1(0;1- n I I/, 0%ems Building in'spect9r 6/86 and-vl (� Jown of Queensur, BUILDING and ZONING DEPARTMENT Bay and Haviland Road, R.D. 1 Box 98 Queensbury, New York 12801 BUILDING INSPECTOR ' S REPORT NAME 0 G A- LOCATION Ct Date J/ / -7 Permit No. r] 6 — 7(DS * * * * * * * * * * * * * * * * * * * * * * * ✓ = APPROVED - YES / NO Footing/Pier Forms Foundation Waterproofing Backfill `(Framing (- 1 j Ij Roofing Siding Masonry Veneer )(Rough Plumbing (/P 3's O.Aj t Relre Talbes /5.4=j i4.5 6) rL- E es �7i i�� �?1,-s• Fini_sYied"FlooTs 0 ` n.-, • --- t ings /iv)i/iLy & .� Cellar-Drain Tile Con -eors `\ �rc�c F3.eo \, Pl45-F-iP i xtwe s T77Firep oofing `\ Door Closers A Smoke Detectors / \ Chimney INSULATION: • / \\ Foundation Floors d Wails Ceiling ' FINAL ELECTRICAL INSPECTION DRIVEWAY APPROVAL Final Building Survey Next scheduled inspection (call when ready) Remarks— • Building Inspector 6/86 and-vl C ali-d A1/6/K1 3 ` lo pm . . awn of Quceniburty • BUILDING and ZONING DEPARTMENT Bay and Haviland Road, R.D. 1 Box 98 Queensbury, New York 12801 BUILDING INSPECTOR ' S REPORT NAME Ioq 1c;t w Curler CTv• LOCATION J y� e Cf (A)16( Q. Date o� i1 / '7 Permit No. y 6 _ % 65 * * * * * * * * * * * * * * * * * * * * * * * f� = APPROVED - YES / NO Footing/Pier Forms )(Foundation Waterproofing Backfill Framing Roofing Siding Masonry Veneer Rough Plumbing Relief Valves Ext. Porches Finished Floors Interior Trim Stairs & Railings Cellar Drain Tile Concrete Floors Plbg. Fixtures Gar. Fireproofing Door Closers Smoke Detectors Chimney INSULATION: Foundation Floors Walls Ceiling FINAL ELECTRICAL INSPECTION Final Building Survey Next scheduled Inspection(call when ready) Remarks- - PO Ufa G(/4-1C- tdJk' f 0 i©T-Ge S Air-- 140 .o u3 tit 190 v/0 i u LoAl• WA-1161 AOO;;,v6 ( Sr-tiny y or Ls ,af C L,6iJ rS,.. fu 19/Aws. Buil ing Ins ecto 6/86 and-vl collet/ / l/ 6/17 n1-i /own of Qu 'eniturj BUILDING and ZONING DEPARTMENT Bay and Haviland Road, R.D. 1 Box 98 Queensbury, New York 12801 BUILDING INSPECTOR ' S REPORT NAME Loj �C{/yy� d11�1 ��r e ei-,j--- LOCAT ION £L-S- 'Date i/J(,� /1- Permit No. 6 --`7(�J * * * * * * * * * * * * * * * * * * * * * * * ✓ = APPROVED - Y / NO Footing/Pier Forms (JES/ Foundation Waterproofing Backfill Framing Roofing Siding Masonry Veneer Rough Plumbing Relief Valves Ext. Porches \\ ' Finished Floors Interior Trim Stairs & Railings Cellar Drain Tile Concrete Floors Plbg. Fixtures Gar. Fireproofing Door Closers Smoke Detectors Chimney INSULATION: Foundation Floors Walls Ceiling FINAL ELECTRICAL INSPECTION DRIVEWAY APPROVAL Final Building Survey Next scheduled inspection (call. when ready) Remarks-, ��,4c, Ll0 } y-Lv ►,U� 5 pi .C-a— /13 Buil ing Inspe6tor 6/86 and-vl 0; .7oc41n of Queenihur, 4 BUILDING and ZONING DEPARTMENT fir- Bay and Haviland Road, R.D. 1 Box 98 Queensbury, New York 12801 Z�. BUILDING INSPECTOR ' S REPORT NAME 0 6 Zik". LOCATION fTrr----CL Dateji 5-7 %267)_ Permit No. ils- LJ * * * * * * * * * * * * * * * * * * * * * * * ✓ = APPROVED - YES / Footing/Pier Forms (� Foundation Waterproofing Backfill Framing Roofing Siding Masonry Veneer Rough Plumbing Relief Valves Ext. Porches Finished Floors Interior Trim Stairs & Railings Cellar Drain Tile Concrete Floors Plbg. Fixtures Gar. Fireproofing Door Closers Smoke Detectors Chimney INSULATION: Foundation Floors Walls Ceiling FINAL ELECTRICAL INSPECTION DRIVEWAY APPROVAL Final Building Survey Next scheduled inspection (call when ready) Remarks- _ b PA _ AT0 r YzA15 �.� P,M - r Building In for 6/86 and-vl awn of Queenitur, / BUILDING and ZONING DEPARTMENT Bay and Haviland Road, R.D. 1 Box 98 Queensbury, New York 12801 BUILDING LoG 1NS REPORT NAME j — LOCATION— ,,_ et Date / h,/ V-7Permit No. XI, ~ /,_,�5 * * * * * * * * * * * * * * * * * * * * * * .✓ = APPROVED - YES NO Footing Pier Forms , Foundati Waterproofing Backfill Framing Roofing Siding Masonry Veneer Rough Plumbing Relief Valves Ext. Porches Finished Floors Interior Trim Stairs & Railings Cellar Drain Tile Concrete Floors Plbg. Fixtures Gar. Fireproofing Door Closers Smoke Detectors Chimney INSULATION: Foundation / Floors Walls Ceiling FINAL ELECTRICAL INSPECTION DRIVEWAY APPROVAL Final Building Survey Next scheduled inspection (call when ready) Remarks- i 'A-LA 4dt-C&" OF R le,---14-5 . �,� C& i� kc�n 'Q.J Building Insp ct 6/86 and-vl e. /i 347 awn of Quecniurty BUILDING and ZONING DEPARTMENT Bay and Haviland Road, R.D. 1 Box 98 Queensbury, New York 12801 BUILDING INSPECTOR ' S REPORT NAME / p� ket LOCATION Ro -Q Date / 4.7 /ifI Permit No. ,Y6- 765- * * * * * * * * * * * * * * * * * * * * * * * ✓ = APPROVED - YES/ NO X Footing/Pier Forzns:4,„1. 4,c4- i(92ci 3,5 f9 Foundation Waterproofing Backfill Framing Roofing Siding Masonry Veneer Rough Plumbing Relief Valves Ext. Porches Finished Floors Interior Trim Stairs & Railings Cellar Drain Tile / Concrete Floors Plbg. Fixtures If Gar. Fireproofing I Door Closers j� Smoke Detectors Chimney INSULATION: Foundation Floors Walls Ceiling FINAL ELECTRICAL INSPECTION DRIVEWAY APPROVAL Final Building Survey Next scheduled inspection (call when ready) Remarks- B it u ng Inspector 6/86 and-vl C 011'4 rc/7y/Ji Jouiti 01 Quniurly BUILDING and ZONING DEPARTMENT Bay and Haviland Road, R.D. 1 Box 98 Queensbury, New York 12801 BUILDING INSPECTOR ' S REPORT NAME / -a rn LOCATION R/ 9 6)70 Date / / °/ /L i_ Permit No. y6 6 5 * * * * * * * * * * * * * * * * * * * * * * * ✓ = APPROVED - YE"/ NO Footing Forms Foundation Waterproofing Backfill Framing Roofing Siding Masonry Veneer Rough Plumbing Relief Valves Ext. Porches Finished Floors Interior Trim Stairs & Railings Cellar Drain Tile Concrete Floors Plbg. Fixtures Gar. Fireproofing Door Closers Smoke Detectors Chimney INSULATION: Foundation Floors Walls Ceiling FINAL ELECTRICAL INSPECTION DRIVEWAY APPROVAL Final Building Survey Next scheduled inspection (call when ready) Remarks- Ail- P tjc; 1/2'"61 i � . f (` 1 I \.^.- 1�, /lam AcIA Bui ding InspeCft 6/86 and-vl awn of Queenihurcy BUILDING and ZONING DEPARTMENT Bay and Haviland Road, R.D. 1 Box 98 Queensbury, New York 12801 BUILDING INSPECTOR ` S REPORT NAME L. LOCATION ilexA.A-e_ Date [ / gin Permit No. * * * * * * * * * * * * * * * * * * * * * * * ✓ = APPROVED - YES/7 NO Footing/Pier Forms Foundation Waterproofing Backfill Framing Roofing Siding Masonry Veneer Rough Plumbing Relief Valves Ext. Porches Finished Floors Interior Trim Stairs & Railings Cellar Drain Tile Concrete Floors Plbg. Fixtures Gar. Fireproofing Door Closers ct Smoke Detectors �;.. Chimney ) \ INSULATION: Foundation / \ Floors Walls Ceiling Y FINAL ELECTRICAL INSPECTION DRIVEWAY APPROVAL Final Building Survey Next scheduled inspection (call when ready) Remarks- / 4//4/iliOa_ O F�ani r( G1/4-il J29'r/V1- A i'bX (CO` wP16&0O 0-Pt-' /2-- p/6"/tS 1. :A/1 LJz. 5 L-C I (O Building Insl4�cto 6/86 and-vl 4/ P,w) . / awn of Queenibur, BUILDING and ZONING DEPARTMENT Bay and Haviland Road, R.D. 1 Box 98 Queensbury, New York 12801 BUILDING INSPECTOR ' S R ORT NAME LOCATION - Date / �7 / , (tr Permit No. 8 o— (o� � � ✓ "/= APPROVED - YES NO Footing/ ie Forms V ' Foundation Waterproofing Backfill Framing Roofing Siding Masonry Veneer Rough Plumbing Relief Valves Ext. Porches Finished Floors Interior Trim Stairs & Railings Cellar Drain Tile Concrete Floors Plbg. Fixtures Gar. Fireproofing Door Closers Smoke Detectors Chimney INSULATION: Foundation Floors Walls Ceiling FINAL ELECTRICAL INSPECTION DRIVEWAY APPROVAL Final Building Survey t Next scheduled inspection (call when ready) Remarks- f� . :"---:-::;.://7 ,r /. Building sp,,ctor 6/86 and-vl _awn of Quenitur, BUILDING and ZONING DEPARTMENT Bay and Haviland Road, R.D. 1 Box 98 Queensbury, New York 12801 BUILDING INSPECTOR ' S REPORT NAME i_c7 7"-M LOCATION Date //36 / Permit No. pt _ y7 63 * * * * * * * * * * * * * * * * * * * * * * * ✓ = APPROVED - YES / NO o• in•/Pier Forms ..� cation Waterproofing Backfill Framing Roofing Siding Masonry Veneer Rough Plumbing Relief Valves Ext. Porches Finished Floors ,•� Interior Trim '. Stairs & Railings Cellar Drain Tile r� Concrete Floors Plbg. Fixtures l Gar. Fireproofing / Door Closers / Smoke Detectors Chimney INSULATION: Foundation Floors Walls Ceiling FINAL ELECTRICAL INSPECTION DRIVEWAY APPROVAL Final Building Survey Next scheduled inspection (call when ready) Remarks- 12c- PO 0 lit/S j A-Glop ,4to r c GA-iVIC4-4-S Cl t -- Buildin Insp o 6/86 and-vl .own of Queenitur, BUILDING and ZONING DEPARTMENT Bay and Haviland Road, R.D. 1 Box 98 Queensbury, New York 12801 BUILDING INSPECTOR ' S REPORT NAME ±T44,O LOCATION R\---6-C Date 1 6 - 17(p s- 1 / ♦ IA Permit No. * * * * * * * * * * * * * * * * * * * * * * * ✓ = APPROVED - YES / NO ootin Pier Forms V Foun ation Waterproofing Backfill Framing Roofing Siding Masonry Veneer Rough Plumbing Relief Valves Ext. Porches Finished Floors Interior Trim Stairs & Railings Cellar Drain Tile Concrete Floors Plbg. Fixtures Gar. Fireproofing Door Closers Smoke Detectors Chimney INSULATION: '( Foundation Floors Walls Ceiling FINAL ELECTRICAL INSPECTION DRIVEWAY APPROVAL Final Building Survey Next scheduled inspection (call when ready) Remarks-VC Y�t-O _r a/ NI-- q&e3 1/,! ::i Building Inspecto 6/86 and-vl G q Iced /a /tea /� � //i o Down of Queeniurey ieL1 BUILDING and ZONING DEPARTMENT /"` Bay and Haviland Road, R.D. 1 Box 98 Queensbury, New York 12801 BUILDING INSPECTOR ' S REPORT NAME L 0. J 4, b,.i car(er ce r�r LOCATION F/J ,6 LAI e P 1n Date 7-J�4/; G Permit No. (“, ,'7G * * * * * * * * * * * * * * * * * * * * * * * ✓ = APPROVED - Yam` NO / Footing/Pier Forms vv Foundation Waterproofing Backfill Framing Roofing Siding Masonry Veneer Rough Plumbing Relief Valves Ext. Porches Finished Floors Interior Trim Stairs & Railings Cellar Drain Tile Concrete Floors Plbg. Fixtures Gar. Fireproofing Door Closers Smoke Detectors Chimney INSULATION: Foundation Floors Walls Ceiling FINAL ELECTRICAL INSPECTION DRIVEWAY APPROVAL Final Building Survey Next scheduled inspection (call when ready) Remarks- 3-- bum ! 'trio Op SO viaW' 60; AJz S i '770 �_ pilhze, da Poi etAA ///:4---) e/Z4/ Building Inspector 6/86 and-vl . LETTER OF TRANSMITTAL r r GENERAL CONTRACTOR l NORTHEAST MASONRY INC. TOWN OF QUEENSBURi DATE_..........._._.... ...... l. .........__./�......._._..........//.... ........ P.O. BOX 1057 RECEIVED i PROJECT.__.____. .__...( _.--�fj-G_ _._ SARATOGA SPRINGS, N.Y. 12866 ..1.,_Q CATION. —_.... 7-1 9.. 1 e v .._ .___._ (518) 584 4488 FEB 1 6 1989 ATTENTION • BLDG. & CODE DEPT, RE: TO: I �._ e_a.U,#4 . 1g'1..._ faP_C ...----.7. ‘-'lZ:.Z.71___. )/ 1 1 / y ___1 _JZ. - .G ,27---..-__---.._------._-_--. _------_. -.. __.........._.__._..._.._........ GENTLEMEN: - WE ARE SENDING YOU I I HEREWITH DELIVERED BY HAND I I UNDER SEPARATE COVER VIA ..................__.........._...--..--.--...--............_THE FOLLOWING ITEMS: PLANS I I PRINTS I 1 SHOP DRAWINGS I 1 SAMPLES 11 SPECIFICATIONS I I ESTIMATES I I COPY OF LETTER I _ • COPIES DATEORNO. DESCRIPTION 1 /--_._.m.._ _. _ ,e27 c- z. _.._f_f, / �,--kr UL e__. /�_ -���_, _____.J 1 I . I THESE ARE TRANSMITTED AS INDICATED BELOW /FOR YOUR USE I I APPROVED AS NOTED I I RETURN ...._..._.............._CORRECTED PRINTS I I FOR APPROVAL I 1 APPROVED FOR CONSTRUCTION ( 'SUBMIT _COPIES FOR . .................._ AS REQUESTED I RETURNED FOR CORRECTIONS ( I RESUBMIT..__...__..__. _COPIES FOR _______ 1 FOR REVIEW AND COMMENT Li RETURNED AFTER LOAN TO US I FOR BIDS DUE_........................................................._.........._....._ REMARKS: /l,b'171 ` ... _ -�j - --.-- -✓_"_y0 .5_.. ...S_7 -__. ..� i. - _- IF ENCLOSURES ARE NOT AS INDICATED, SIGNED d"`-.• PLEASE NOTIFY US AT ONCE. — Vi, • ` • f — C r. •fit . r( t 7 F r y`�. .r f 1 '.i. j I f r"� ', r, t „ f dL� • , . J 1. t •r. • • • • r a • rilI �' ' II �r•Ir f li i((flilrin111 It,lt'I• Illlr'(I II lc ri. '; '� .; ,r r .f Ilil ,1,1I,0 �� u111111( ;III ' f :„ ; .�I�II I , ��i,f l II I �I I :-:.._..: ii i 7 -ir�l�,I(I,q•41?,(4 i I I ll `i !Iifi[I IV1I�11I�'1 I i (it((r.111'illi11111111, 4 ' IIit,;•.' i 1\ ... : i I 'Ifl' I� I N ''lr �+ . �1't .I i 1 • TOWN OF QUEENSBURY :� �I:I� ' �l ;, ;i �i`�I P.� i t 14 ;,. '' ' " I RECEIVED Ia . �' 'I I IV�Il IV Y, � ,II, t I' ' Y.I i , u �I� ; I,' �� 1! Ili i1' �t�' �I I I {I I li. 1 FEB 16 1989 I;. .I ,I. I I III ' (1 ><. BLDG. & CODE DEPT. II' (N1:).1 ' I • ' ` i IIIi .• . ` I . II I 'It I I i ,'-��` ' VERNON HOFFMAN PE ( !' Ii i' j „� ` IL ANO FOUNDATION ''i ' Il'-'111 '-; II /:�? �U 1 ENGINEERINGI ' ! ili'l I 1 k, =m'I 1113 SOUTH FERRY STREET ( I 1SCHENECTAOY NY'12305 ' / 1 I I 1 1 '�."''�'•- 5113 3E2-0207 1' I 1: 1. • ti 1 • ` <k • 1. GEOTECHNICAL REPORT For: Mall Lake George, NY Prepared for: Northeastern Masonry P. O. Box 1057 Saratoga Springs, NY 12866 Attn: Mr. Bob Waldrin Prepared by: Daniel Loucks Project Engineer Vernon C. Hoffman, Jr. N.Y.P.E. 44363 j. Dated: May 26 , 1988 C„, VERNON HOFFIVIAN PE SOIL ANO FOUNDATION i ENGINEERING! I 118SOUTHFERRYSTREET ,: I ISCHENECTAOY NY 12305 518 382-0207 ,:: - -� VERNON ' HOFFNIAN ' PE i... 'r®,�!; -Ok SOIL AND FOUNDATION • ticiVa3) ENGINEERING • %,'''‘cugotr "I 118 SOUTH;FERRY STREET ® '. e ' I' .1SCHENECTADY NY 12305 '" 518 382-0207 :May t-26,•: 1988 Northeastern Masonry. p.' sCn Box .10 5 7 • Saratoga Springs, NY 12866 .Attention:• ' Mr.. Bob Waldrin Gentlemen: - Re. Subsurface investigation for proposed 8,600 sq. ft. 'Mall,- Lake :George;. ',NY. :'!Job. No. 3275 • We• have •enclosed three copies of the Geotechnical Report for 'the-design of .foundations and earthworks for the referenced site. ' If.'= there_are any questions with regard to this matter, • please:::feel .free to -call. on us. Yours truly, • Daniel' Loucks Project; Engineer.: • • Vernon C. Hoffman, ,jr: ....' NY.PE. '44363, • Encs.: . Mall, Lake George, NY June 2, 1988 Page 1 INTRODUCTION: The subsurface investigation for the proposed Mall , Lake George, NY, has been completed. Four soil borings have been completed at the site by Soil and Material Testing, Inc. , of Castleton, New York. The logs of these borings, along with a location diagram, have been included in the appendix of this report. It is our understanding that the proposed construction will include a single-story building with a basement located approximately as indicated on the boring location diagram. The building will have a. wood-framed and reinforced concrete, bearing-wall , design. Bearing wall loads will be light. The settlement tolerances are normal. The first floor slab will be established at existing grade. The purpose of this report is to describe the investigation conducted and the results obtained; to analyze and interpret the data obtained; and to make recommendations for the design and construction of the feasible foundation types and the earthworks for the project. FIELD INVESTIGATION PROCEDURES: The borings were performed with a truck-mounted , hollow-stem-auger-type, drilling rig. The borings were extended by means of six-inch O.D. , hollow-stem, augers. Representative samples were obtained from the boring holes by means of the split-spoon sampling procedure performed in accordance with ASTM D 1586. The standard penetration values obtained from this /procedure have been indicated , graphically, by crossed circles on the soil boring logs Soil samples obtained from these procedures were examined in the field, sealed in containers, and shipped to the laboratory for further examination, classification and testing, as applicable. • During the investigation, water level readings were obtained at various times where water accumulated in the boring hole. The water level readings along with an indication of the time of the reading relative to the boring procedure, have been indicated on the soil boring logs. 3 • • Mall, Lake George, NY : June 2, 1988 Page 2 • In addition to the field boring investigation, the soils . engineer visited the site to observe the surface conditions . LABORATORY INVESTIGATION: .A11 samples were examined in the laboratory by a soils engineer and classified according to the Unified Soil Classification System. In this system the soils are classified according to texture and plasticity. The • appropriate group symbol is indicated on the soil boring • • logs. Samples exhibiting significant percentages of fine-grained soils or. or.ganic materials were subjected to moisture content testing. This testing was performed in accordance with: ASTM SpecificationD 2216-71. The results of these • . . tests are indicated, graphically, by solid, black, circles on the :soil boring logs: SITE CONDITIONS: The site has been filled previously and the fill shows signs of being recent fill. The ground surface slopes steeply toward the back of the lot • and down to a small cleared area at the edge of a woods. There is an existing section of a strip mall to the south Of :the proposed site. SUBSURFACE CONDITIONS: The specific subsurface conditions encountered at each boring location are indicated on the individual soil boring logs. _ "However, to aid in the evaluation of this data, we have prepared : a generalized description of the soil . conditions based on :the boring log data. .The borings indicate that the site has been filled with a silty sand over top of. a fairly clean sand with a trace to 'some -gravel. Because the uncontrolled fill material and . virgin 'material are -similar, the depth, of the uncontrolled fill is difficult to determine, but the depth of the fill sand appears to vary from as . little as 5' feet toward the front .of . the proposed building to at least 17 feet toward the rear of the proposed building . Some of the fill is very loose (2 blows/foot) "N" values . • • y " Mall, Lake George, NY June 2, 1988 Page 3 GROUNDWATER CONDITIONS: Based on the groundwater levels recorded during the boring investigation and the moisture condition of the samples recovered from the boring holes, we judge that the groundwater level was located below the depths of the borings. Perched groundwater tables may occur at higher elevations in the soil profile due. to groundwater being retained by layers or lenses of silt or clay soils . However, the quantities of water and flow rates anticipated to be involved with these water tables would be relatively small . Some fluctuation in hydrostatic groundwater levels and perched water conditions should be anticipated with variations in the seasonal rainfall and surface runoff. ANALYSIS AND RECOMMENDATIONS: Site Work: The fill on the site appears too recent to assume it has consolidated under its self-weight. We recommend that it be recompacted . The proposed construction areas should be cleared and grubbed and all organic topsoil and vegetation along with any uncontrolled fill and debris should be stripped from the site. The subgrade should be proof-rolled with a 10-ton roller . This proof-rolling will compact the subgrade and reveal the presence of soft spots . Any soft spots should be excavated and backfilled with controlled fill material . Controlled Fill:. Controlled, relatively clean, granular fill can be spread in lifts not exceeding 12 inches in loose thickness. These materials should be compacted to a minimum of 95% of the maximum ASTM Specification D 1557-74 density, modified proctor. Materials containing' significant percentages of fine-grained soils or cohesive materials should be spread in lifts not exceeding 9 inches in loose thickness. These materials should be compacted to a minimum of 90% of the same density standard. On site material may be used as fill material if free of organic matter and debris. The side slopes of the fill can Mall, Lake George, NY June 2, 1988 Page 4 be as steep as 2.0:1.0 (horizontal to vertical) . The slope must be erosion protected . Building Foundations: We recommend that the proposed structure be supported by spread footing foundations resting on virgin, inorganic, soils or on controlled fill which, in turn, rests on these virgin materials. Footings can be designed for a maximum, net, allowable soil bearing pressure of 3,000 psf. A minimum footing width of 2.0 feet is recommended for load-bearing footings. Isolated footings should be at least . 3 feet wide. Exterior footings or footings in unheated areas should have a minimum of 4.0 feet of embedment for protection from frost action. Interior footings should have a minimum embedment of 2.0 feet below finished grade to develop the bearing value of the soils. Basement walls should be backfilled with a clean granular material in lifts not exceeding 12 inches , up to 1 foot below finished grade. The upper foot of material should have low permeability. A 4" tile drain should be placed at an elevation adjacent to the top of the footing. The tile should be surrounded by 6 inches of crushed stone and then surrounded by a filter fabric (Amoco 4545 or equivalent) . Below grade basement walls can be designed with a lateral soil pressure of 40 psf per foot of retained soil . A soils engineer should inspect the subgrade to confirm that all the necessary fill has been removed, before any controlled fill or foundation work is begun. Floor Slabs: Floor slabs can be designed to rest on virgin, inorganic, soils or on controlled fills resting on these materials. A layer of clean, free-draining, granular material should be placed beneath the floor slab to provide drainage, act as a moisture barrier , and to provide better and more uniform support. If vehicle loadings are to be applied to the floor slab the proposed slab and supporting soils should be analyzed as a pavement structure. • Mall , Lake George, NY June• 2, 1988 Page 5 CONSTRUCTION PROCEDURES AND PROBLEMS: • All excavations, of more than a few feet should be sheeted and braced or layed back to prevent sloughing in of the . .sides. • . Sump-pit and sump-pump-type dewatering may be required in excavations or low areas during wet weather or if . groundwater is encountered. • . Subgrades should be kept from freezing during construction. Water, snow, and ice should not be allowed to collect and stand in excavations or low areas of the subgrade. Some obstacles; including old foundations or building rubble • and possibly boulders may be encountered in excavations. • Design and construction procedures should include measures, to limit the potential for slab curl . The shrinkage properties of the concrete should be controlled and the curling thoroughly controlled. Differential shrinkage between the top and bottom of the slabs could otherwise • result in curling of. the slabs. This phenomena may be only indirectly related to soul conditions. The architect/engineer should address this aspect of the design. Lake George Mall May 26, 1988 Appendix Page CONTENTS OF APPENDIX: 1. General Notes 2. Boring Location Diagram 3. Boring Logs 4. Unified Soil Classification System 5. Soil Use Chart 6. General Qualifications ,:. d • • GENERAL NOTES DRILLING & SAMPLING SYMBOLS SS a Split-Spoon—13/s" 1.D.,:2" O.D., •xc•pt where noted ST : Shelby Tube-2" O.D.,,exc•pt whim noted PA a Power Auger Sample DB :" Diamond Bit—NX: BX: AX: C B : •Carboloy Bit-.NX:"BX: AX: OS : Osterberg Sampler—3" Shelby Tub• • HS : House) Sampler WS a Wash Sample • " FT : "Fish Tail R B" a Rock Bit WO.: Wash Out • Standard "N" Penetration: Blows per foot of a 140 pound hammer falling JO inches on a 2 inch OD split spoon,.except where noted. • WATER LEVEL MEASUREMENT SYMBOLS • WL Water Level WCI : Wet "Cave In DCI" : Dry Cav• In • WS : While Sampling WD a While Drilling ICR s Before Casing Removal ACR : After Casing Removal ; • AB. : After Boring Water levels indicatod on the boring logs are the levels measured in the boring at the times indicated. In pervious soils, the indicated •i•vations are considered reliable ground water • levels. In impervious soils, the accurate determination of ground water elevations is not possible in• even several days observation. and additional evidence on ground water •lava• tiros must b• sought. A • CLASSIFICATION 'COHESIONLESS SOILS COHESIVE SOILS "Truce" 1% to 10% If clay content Is sufficient so that clay dominates ”Trace to some" • 10S1. to 20% sell properties, then clay becomes the principle "Some". 20%•lo3S% noun with the ether major soil constituent "as" "And" s 35% ioSO%' modifier= I.e., silty clay. Other minor soil con. Loose a 010 9 Blows stiluents may be edd•d according to classifica• Medium Dense 101s 29 Blows or lion breakdown for cohesionless soils; i.e., silty Dense 30 to 59 Blows equivalent clay, trace to some sand, trace gravel. Very Dense r. 60 Blows Soft : 0.00 -- 0.59 tons ft: Medium a 0.60 -•• 0.99 Ions'ft: Stiff 1.00 ••• 1.99 tons'• Stiff 2.00 3.99 tons:117 • FYga� s 4.00 tons 'ft= • ►•—` VERNON HOFFiViAN PE i • i i SOIL AND FOUNDATION GENERAL 'NOTES i► :' t i ENGINEERING • � &go % BOX 341 C3LIILDEFiLAND NY IBIS 36L5-7,152 732-284- • ' . • • ! • . . . .,.. „ • . . • LAKE GEORGE MALL • LOCATION LAYOUT • " ' • . . . • .. . , . ' . _ .. . .. . . ._ ._.... ...... .. .... ....... . . . ...._. • . .. _ _ ._ . . : . . .. _. 1 .. ... _ . I • . , • --•• . i• i • .. . ._. . . . 1 . . .._ ... . ... . _ . . .. .. . .. . . . . . .. . ... . ... ... . . _ .... . . ... . .... ... . . . ..... .. ... . . . . .... , .. .... .. . ., . . .. . i . , . • , . . ,. . .. . I . • _ .. . . . . . . . .. ... . . . . .... . . . ... ...... .___ . . . . .. . •• ... • • • _.. .... .. _.... .. . .... -4 .... .. . .. . . ... . ...... ...._... .... . . . .. . _ . -.._-. ... _ -.. . t-C) 4. . .. ..... . . . ......_ .-_._....... . ... . ... . .4. .. . .. .. . . . .• .. . . .. ... . . , . .. .... ... • .'• •. • lg \ \ .7....L\ ...... . .. . - •. . -- .--- • ... .1.0 CV.. . . .. . . . .. .. .__ ._...... ._... .. ._. . . . . .... . • . . ". 48Y. . . .. .. . \ t. . . .„ .. .. . ... ... .. .. . ....._ . . . :.,.,•‘ 1 ... .. . .. . .. .. . . •\... . . .. . _ • •••••-•• ... / . _ . ... . . . . _ .... . . . ....\ . . - • • • . \ A , . . • • . . . • • •' . - - • - . . % . . . • • • • • -•• . ..... -2,- :9/ • . . ...... .. . .. ._ . _ . . • OWNER LOG OF BORING NUMBER PROJECT NAME 1 Shop.1T1• Mall ARCHITECT-ENGINEER SITES LOCATION Vernon C. Hoffman, Jr, P.E. • • ake Geor:e - New • UNCONFINED COMPRESSIVE STRENGTH York • TONS/FT.2 I 2 3 4 5 z PLASTIC WATERD LIOUILIM�I/T % CONTENT '/ LIMIT %Z • DESCRIPTION OF MATERIAL /�I'll w W W O Q 0m MN ~J w, SURFACE ELEVATION Z ® STANDARD _ 'I'I ' PENETRATION N BLOWS/FT. ± IIIII � Fine medium sand; 1O 2O 70 to 50 M� , trace-some silt, race Mom gravel & cobbles, brown, moist, med um (.M) �� ® • • medium sand, some silt, trace-.ome1jIIFine organics dark brown, moist, loose SM) 111.F ine mediumsand, some silt, trace 11::::: �I organics, dar__ k, brown, moist, medium ISM lerann irAtm ®®�I�IU gravel • 1 Medium coarse sand, trace light brown, moist, medium (SM,Sp) ilt, �L711111 • • •INN 'f' Mediumsand, trace-some gravel 111lighbrown, moist, medium (SM,Sp)a e silt, or. -., Ill i i ®®1 'I Medium coarse sand, trace-some �I tracegray-1 silt, light brown, moist,. medium (.M,S•) 0 JI ' Medium coarse sand, some gravel, trace silt, I light brown, moist _ -- , dense ISM,SP) . End of boring 25.0' • • THE CATION LING{11CP APPROXIMATE■OUNORT LINE{■ETWEEN{OI : IN SITU.THE TRANSITION MAY SE GRADUAL. WS OR WD BORING STARTED • • 38 SOIL &MATERIAL TESTING, INC. 57 SOUTH MAIN STREET BCR ACR BORING COMPLET.EDS /5/88 CASTLETON•ON-HUDSON,N. Y. 12033 RIG A-86FOREMAN Jai APPROVED EnVaj SMT JOB No.75890 -J OWNER LOG OF BORING NUMBER • 3 PROJECT NAME ARCHITECT-ENGINEER Shopping Mall Vernon C. Hoffman, Jr. P.E. SITE LOCATION -(2)-- UNCONKINEO COMPRESSIVE STRENGTH . Lake George, New York TONS,KT.2 a 4 5 1 , 1 U f Z PLASTIC WATER LIQUID Q LIMIT Y. CONTENT Y. LIMIT '/. I- laX O Q• } rn } DESCRIPTION OF MATERIAL I. _--•------A C = • 74 Z I- O Ir }I- 10 20 30 40 50 I" -I W W W CC` 1 I J J J N Li 0- O W 0 1 1 f U m E...I On Q Q La 'SURFACE ELEVATION [ x In Z ® PENETRATION BLOWS/KT. Q VI In D L ID 20 30 40 50 1 SS Fine medium sand, trace-some silt, trace gravel, brown, moist, loose, 2 SS IN medium •(SM) • �� 5x 3 SS Medium coarse sand, trace-some silt , trace gravel & organics, brown, moist, P4 i medium (SM) 4 SS �l •.Me.dium....sand,:-"trace-some silt, trace organics, brown; moist, medium (SM) PA ------------ 10.0 5 SS III 111 Medium sand,. trace-some silt, brcwr lf`I moist, dense (SM) • PA , • 15.8 6 SS Medium coarse sand, L ee gravel-&---i1t, "4 '---right brown, mei-et ve- .y--dense-(SM,SP) • 20.0 End of boring 17.0' • 25.0 30.0 . • THE STRATIPICAtIQPI LINES REPRESENT THE APPROXIMATE SOUNDR V LINES SETWEEN sO1 3 IN-SITU.THE ITION NAVES GRADUAL. WL ' . WS OR WD BORING STARTED 5/5/88 SOIL&MATERIAL TESTING, INC. 57 SOUTH MAIN STREET WL BCR ACR BORING COMPLETED 5/5/88 CASTLETON-ON-HUDSON,N.Y. 12033 WL RIG A-86 FOREMAN JJII APPROVEDBIVQ-I SMT JOB NO.75890 BL:I Y 6 w. OWNER I LOG OF BORING NUMBER 2 PROJECT NAME ARCHITECT-ENGINEER Shopping Mall Vernon C. Hoffman, Jr. P.L. SITE LOCATION -0- UNCONFINED COMPRESSIVE STRENGTH TONS/FT,= Lake George. New York - I 2 4 W .. E Z • IC WATER LIQUID a LIMIT Y. CONTENT 4. LIMIT V. Z W I.. X___ O • n. .N DESCRIPTION OF MATERIAL 3" —• — I- Z 1-- D a >,F to 20 so 4o 50 ...4 _ . W . W W W IY 1 / .J J' J > O y W O a. •20. 0. V I"J STANDARD Q, .Q Q W Z 0PENETRATION BLOWS/FT. N N y It SURFACE ELEVATION O 1 x tO 20 30 40 50 1 SS E Fine medium sand; trace silt, brown moist, loose (SM,SP) Z. SS 111 Medium coarse sand, trace silt, brown moist, loose .(SM,SP) , 5a0 3 SS Medium coarse sand, trace-some silt brown, moist,. loose (SM) . lit PA • • 5 SS 2 Medium coarse sand, trace-some gravel, Alli trace silt, brown, moist, dense (SM,SP) wV 1 PA .. . ; 1.0 6 SS ill Medium coarse sand, some gravel, trace • silt, brown, moist, medium (SM,SP) ;� . • 20.0 End of boring 17.0' 25.0 • 30.0 • . THE STRATIFICATIOM LINES NEPR THE APPROXIMATE■OUHONY LINES■ETWEEM SO I IN-/ITV,THE ITION MAY NE GRADUAL. WL WS on WO BORING STARTED 5/5/88 SOIL&MATERIAL TESTING, INC. 57 SOUTH MAIN STREET WL BCR ACR BORING COMPLETED 5/5/88 CASTLETON-ON-HUDSON,N.Y. 12033 WL • • RIG A-86j FOREMAN JJH APPROVED B`.J( SMT JOB NO.75890 BL:I • A . OWNER - j LOG OF BORING NUMBER i3 PROJECT NAME ARCHITECT-ENGINEER Shopping Mall Vernon C. Hoffman, Jr. P.E. SITE LOCATION 0- UNCONFINED COMrRCSSIVE STRENGTH TONS/FT.2 Lake George, New York I z 1 1 1, , uf 2 PLASTIC WATER LIQUID Q LIMIIT y CONTENT 4 LIMIT Y. O O• } �.in DESCRIPTION OF MATERIAL. 3" - Q _ z L. 0 a r F. w 20 30 -. 40 50 > F' W WWW alp - ._I i • - • D N p, 0. 0. O I m WJ aW 2 1 f U ..1 Z ® STANDARD PENCTRAT ION PiLOws/FT.xInQQ Q grid SURFACE ELEVATION D 10 20 30 40 SO 1 SS 111 Fine. medium sand•, trace-some silt, trace gravel, brown, moistloose, • I medium ,(SM) 2 SS •1-- 5,i0 3 SS Jf Medium coarse sand, trace-some silt , - trace gravel & organics, brown, moist, \�� I( medium (SM) 4 SS 11 .Medium-sand,-trace-some silt, tracE organics, brown, moist, medium (SM) PA _.-- --- - 10.0J.II 11 5 SS~I11 I . Medium sand,• trace-some silt, brcwr, moist, dense (SM) � PA , 15.a 6 SS . Medium coarse sand,. Luce gravel-- lilt, --ilt �� — - i--gh t brown, mei-&t-i--tee y--dense-(-SM.,SP) . 20.0 End of boring 17.0' 25.0 30.0 THE STRATIFILALI•/,LH LINES REPRCSENT THE APPROXIMATE EOUNORY LINES EETWEEN f01 1 IN-SITU.THE ITION MAV.EE.GRADUAL. WL ws on WD BORING STARTED 5/5188 SOIL &MATERIAL TESTING, INC. 57 SOUTH MAIN STREET WL BCR ACR BORING COMPLET.ED5/5/88 CASTLETON-ON-HUDSON,N.Y. 12033 WL RIG A_86FOREMAN JJJ; APPROVED B`3Jal ,SMT JOB No.75890 BL:I q. OWNER LOG OF BORING NUMBER 4 _ PROJECT NAME ARCHITECT-ENGINEER Shopping Mall Vernon C. Hoffman, Jr. P.H. SITE LOCATION -0- UNCONFINED COMPRESSIVE STRENGTH TONS/FT.2 Lake George, New York I 2 3 a s la I U Z PLASTIC WATER LIQUID Q LIMIT /. CONTENT 4. LIMIT '/. Z W _ X-----•------� O • • } to DESCRIPTION OF MATERIAL 3A, I- = Z I- .D ce } 10 20 30 40 50 W r- J J J > O N J W m a W D -2 2" U — I- -IA x Q Q Q W SURFACE ELEVATION Z ® PENETRATION D BLOWS/FT. CA la N ] 10 20 30 40 SO 1 SS 1 Medium coarse sand, trace silt, brown dry, loose (SM,SP) O 2 SS Medium coarse sand, trace silt & gravel, • brown, dry, loose (SM,SP) i • 3 SS Medium coarse sand, trace silt, brown, ('�5;i0 y J moist, loose (SM,SP) 4 SS la e PA ---- I0.0 jI 5 SS 11 I Medium coarse sand, trace silt & organics 0 ---brown, moist, loose (SM,SP) PA - • 15.0 , 6 SS _Medium coarse sand, trace-some silts brown, moist, loose (SM) 20.0 End of boring. 17.0' , 25.0 30.0 THE STNATjPICAjION I THE APPROXIMATE■DUNONY LINES EETWEEN S01 : IN SITU THE TRANSITION MAY ■E GRADUAL. WL WS OR WD BORING STARTED 5/5/88 SOIL&MATERIAL TESTING, INC. 57 SOUTH MAIN STREET WL BCR ACR BORING COMPLETED 5/5/88 CASTLETON-ON-HUDSON,N.Y. 12033 WL RIG A-86FOREMAN JJH APPROVED B'J(Q-I SMTJOB No.75890 ' BL:1 i / FIELD IDENTIFICATION PROCEDURES GROUP INFORMATION REQUIRED FOR LABORATORY CLASSIFICATION • SYMBOLS TYPICAL NAMES Kswdini p•rl:chs larger than]inches and basing Potions on ntimabd mignh) a DESCRIBING SOILS �1C�RITERIA J ■ Wide tongs m vein pee ad subsb.1:el om0vnls OW Will grade/gratis,pond-sand mielor.t. Ova typical mow;mdcre caviare!' Co- p• Go Ihan• s ¢ 3 4 i I d o1 inr.rmad:ot.partici Sizes lino 00 nt Inn Mrc.ntog.s of sans and renal,m.s. la t t,: _ _ 4- Selmen on.end 7 • 2- + sate;ongubrily silos.condition, }o b.v. i ' •_ Predorninentl7 ono site w.rang.of sites Fbwy graded grovels,pawl-send nidws hardness d ins coon*grains; g . 2 G1 s local a geologic none oM other y z - Not....rim ell paNfion raturem.nfs for gas • i . `a : rilh tome intermediate sites rn:ssiry Shale or Imes___..____.___ S • y /.rYYwnf d.s[rgtirt InlorrnoNon; g and,marl it Wa1Mssf. •.S S E a 0 s 0 .t No.•pl.IKbfiney Nor id.nfit:adion procedures • GM Silly grovels,gory graded sieve!. S a ; AtlrfrI limits below Y I:M, L j jar_ C 'tN Mt sela.l. cis.mi ..Y a II lest IMR• Yaw'a'lion with �€ M� Ptwrwea•r/t o V b ere b o atn • 7 �� For and:sfur6N tole odd IRlornwfiM 1 >r . PMtf it lines Der identification prKerres pale? •grovels:poorly graded gravel-sand- -d` cot. Allergen/li.nifi slam 1 sent IyOIbOIL red el/v■1 o 0C an Sera lilicat:.n,degree of compact- t I w _ .1 = x I i w CI.Mbil, cloy mwfwet. with PI pilfer then 7 symbols. ==C11I nen,cen■nloliel,mansion conditions -5 as i 7 and drew'ga chwoclw:el•cf. _ _ a • = • o e ''�.range in grim sizes and.surtentiel SW Well grodod sands,portly fends;Mae or o E C.- 'ye-Grader Ihan s = . i •_,,,, ■ .maunls et and intermediate pa IkIs'tiz.s. no tiros• . . _ _ o 4.�„ Mann tree arse 3 ▪ _ E - a • o4 S . 8 _- Prodom:neatly''cm silo a a rags al sizes rifts SP Poerly gored Ionds,gromlly roods;lino I. _ oP k Not IAa.tir•g and pedof San r.guir.nwwh ter Sr O i : . u c send Utormsioto sizes mining. no hoes. Silty sans,gravelly;about to%hard, _ T. . a o•gulor growl pwl[NI i-in maumrn ' c r 8 r r : offf 3• - . ! • F . Ihan-plastic lint{ par idenliticatiM slier rounded oM wbanqubr rood :a =�.t x _/ _.z Sot ML Wool. raedwn Sol 51 tends,poor sad•s.H mightn't groins cows.to tint,°bowl IS%was c S: m S Allrberg limits be:o�'feline Mora•►-Gil with LY Silty ,steeled �?u a►1 lss Ihan• PI wlrnt•ond7 I } ` - plastic tints with low dry strength: I g'3 eetet ` 1 i .__ RM •TS well conrocl.d and moist in piece; - E p I i=r nfpl:r deal L s 2 n '�Z oHuri0l send;0II 2 E.3 ,7•^ Plastic ISM{ yr i/alll:cefia procedure. Arvin.,P real r the 7 tine ly.Rb01A• j 14 :, �� w EL Weill. Sc Clayey tads,powlj grads.f'c*cloy m..tart.s. e o E with PI peolr Ilia 1 s - — I I IDENTIFICATION►ROGLDURES ON FRACTION WALLER THAN tr•0 SIMK SIZE 5 0OT ITR[MTM o)LATAM CT TOYMA/SS , ICAOSNIMC M[ACTIOM ICORSIST[MCT Mu0ACTCRISTICSI TO YlAOIMCI ATM RASTIC LmITI I 3 ; MOM b slight Owce b[low Non. YL Inarga c sash end very K►!l ry fuse seROs,row,s:H Gins titian!ytitian! h de nd col Remo;uyicagm e � et dey.y for tonal with slight phstwily. throats,of plasticity,amount and. v` g = u E R rrieaim.rrn lit.al coam graint;cobr se a = it wet cons:tor•,°for:tan,,local ar --cm s i,�ry 1 i t Marq'c.ic clays d low to median pbelMlty,gravelly geologic nant,.M asset f.ntnl u•• c • w•s uw• u.. 1 •_ e„ Meowm b lush Nam b mry slow Medium CO. cieys,sandy Eliot,silly dyt,'I.a cloys g Was [.^t•w�•+se a'1.rnpn Ltr...d t w o _ _2 descriptive information;oM symbol _.;n l..r..•ie Mmoi%ty' d a O J in porMlMtK. V _ •►� hi Slight 10 mod;.. Sill./ Slight OL Orpon c silts and wg.Mc silt-clays o1 b. =71 » Plasticity. For uisfw►ed soils odd infamolio, 1 of } j co strata.,ItisM.cotian consii.n[y '' > s. .. -___ t in1Rdisfw bed sad remand i I , Slight to medium Slow to Ras Sl9M to median YN loorgaic aIls,MitK.C.S a io1..nod.o..t font moister,ad drai age cond:tienf. _ r. I. ' cf w sad.r silty soil,elastic salts C. 7 JiJ t. PM 71 Y .;I - [IAYpt[:- . .. I.��0. __. R no o_-- N'tR b+K'/MR N.Ra M:gh CN Inorganic clays d high plasticiy,lot clays. Clayey silt,bran;slightly plastic; ,_-.,L [ . j • small pmnbgs d fins fond;. e. ■ F ... A - _..1 Yl .e N s1. j! mlmetpuS Nrtitd root hobs;ham Llaui!UYIT i sod do :R t;loon MU i Wdiwm b high Ibnt fe'wry Eton Stich M mladitm ON Orgens cloys d medium,h Sigh slinkily. y Pbc t ►LAlJIGTT CHART .e.Y..Yte•T K•YRm•TIM M Its.M•IMe.eM•a N11NLT ORGANIC SOIL!. Rtediy ideMillad y below,Odor.SP'cgy gal end Pt loaf and other highly argon soils. - - • • ••. .. Irsgwsolfy y Mani eases- ' .1 Candor,clasi licoho•st•Sall possessing dhora}.ristics of ha gum an dn1n.ted by comb.two d poop s7.0ol.For snarls Cw-SC;well graded porel-sad m;tt.,I with cloy bood.r. - , • I All tint sites on this chat Ma Il].slandr/. .. • FIELD IDENTIFICATION PROCEDURES FOR FINE GRAINED SOILS OR FRACTIONS - ' TO...proc0Nr.s re Is M Performed en the mi00 Ns.•0 siwe sine palish,,gNo■lm.My il in Fr bald dauil:caliat p Pollintcrwl:ry is Rat intended;sMmply triers 0,haw 114 corns Whims Shot interfere with/M feels. . MAMMY (RMchan Is Met !Crashing csra Melting) DRY STR5Mttt ! hihMisticf) TOUGHNESS 'Consistency new politic limit) ' Altar rimming prfiWs Drys then/4.0 OM tw.,prepares pet Alter reemeing Wicks Ia ser Ise•M.•O rove silt,Roos All.,removing particles Miter then the Na•0 Sieve sii.,a s►Klma of el moist Md!fh a volumed about roe-hall ethic inch.Add aow/1 - • pet of sal h tM conisfency of pally..Ming osier if soil shoot one-Not/imcb cuts is sing is mooed lathe LttSiftenCI d petty. water it swstry to mans the soil soft baud',Oki' ' mensal.NIhm Ise NI I.dry completely by ens.see, II Ice dry..plsr must be shed end it sticky.led swine's should M!Reed Flan Ise pet in Ise ap.w palm d snt Mod M shake hrinaotoly. '• r air drying,ens!Ms test Ifs slragtb by broekieg and _ Mart is a this layer end.Hawed Is loss wog moitfws by eroprsfia:Then Ise sfrili.g vigorously eg.ind th.fhr send Serial limn.A positive cn.mblis"woo Ise lingers.Tb.s 1lr0ryth is a mason . :sp.c:m.n is rowed Mt by Mod ens/moelh swive.'or betrhen It..Palms Isla nation talk%al 1M epp.aella d worst en re*rhea ef fed pet d Ise chooses one gi■ofiy ef lhe collides frectiart a Hesse caoul p.-iydh inch:s timer.The thread is lift felted iitd. • . shift cMngas fe a livery Consistency and Mcelntt'buy.When the ' _ confeintd is Ise soil.The My strength iswasis Rifle• revolts.repeatedly.paring fh:,RleniWolien Ise tso:ffan aalenYlg oomph is sgowed MIaN•Ise lister%tM meter sad gbn/iespew Witting plasticity.' - -.g odwill,termed and the IPnim.R Willits,lime/errs its►la114c:ty, seam tea wrl.a,red pet stiffens,and finally it trocks a cranks. - lisle'dry Wealth is thrsd.rid:e ter cloys of the CM groom • • -end trembles when'Making Fmit is nand. TM NP:i►y a1 gn..r.w of sett Baring Strain,oil of ill A typical iorgan'sr possums$tidy rsry slight dry • • Aver the Ihnd crsmbin,the pistol should M kwmp/IOgefler and•Might • I:fsppwrw Nrf.g sgWQllig ap:sl I.aethyi.g Ise"shrater d Ifrogl h. S:My Iw cell/{oM silt MN abael tM Semen hoed:rag'shoo centinwgd ari Ise lay CrembML . 'ha lifts io•Nil flight dry fingth,art cep be idiqushid by fed feel TM t.gtw the%Mod hater Ise plastic Emit and fed still*,tM lamp whew Il • Very tins tart scads give Ise picW t M MO Mfile reaction./..en - whoa N.Mring 1h.dried spKima.rime soled fools gritty - Ivry aatbW,the into grooms if Ise all.id.I coy Madlat is►h.sal. • ' �.� • •pintas On W s sensation. rg tion.h■ .nic silt,sock so•yd ro ck oh .t as a typalMs silt the smooth hal al Veer. .- swims'al the Mood at tM ands.d Wagon!:mil o sack loss ot Ben ` - IIMr,I11.g o modrsty gate resales. . . bass belowbelowM csh e plesric lima IMi .itM'lergenic cloy e1 M•plasticity.. _ ' '. _orm■hriel ri ch ch ea 1 yp eolit- a Clays and srg.mc clopsmatt'chick tt MIt. • . Ise A-lay. . • 7[:gh,malt cfep ham a sag i nn sod{Peep Isel.N 114 plastic limit 4 . ..,....__............. -- • 11 _ . .. ,-- [[J lL . 4 •Ff l l ii 2-8.1 .. 11.81 . Ili a • 8. 9 . .1 'R :A a * —.- .-- 4 i. 8 —.$ — c .v 2. . .I :r,r .. .. .,.. ,...„.....,. _ i i iElLLf ii1:11 I. r.. ', c.." r.m.. sr . Taw Ma B I f f tff •ti 1f !ff1 ( i #i It I I I • IØ1 it "i 1 'i i 1. l i t i irt 3 r I i 1 14 Ifrt I lt I li • - ' I ' lL 'I 11 r it r ? irr. rx ? if ie r [ � � f . .I.P. i I ; ; ; ; r r I E1 ill I f f f if C Ill ? x ? • III — it � ! j ? gi rgfF I F F 1 F I 1 I i. t i z IR . 1 I , r i #i I 1 f if if LI r r r flr r it r r r tr il. s" iff i #r i # # ifs If. IIf i if 1 Ef . i i i i l l ' l ' z iE ir ii #1 11 r r r r i r 1,r r i I # • ,R 1 111i If Lei j f } . _�} " 1 it I J f f ,f 11 II i` t 1111111I 1 II I I: 111 # , . ► a t 10 B n 0 i 00 a i a r J,,i• s a • Y i i 5 ii I. i f ' V ss i R is apiti,. li I II P • 15 151 " 1 1 1 1 ' 1 1 1 11 iiiwil 1 _ _ I JAN-17-1997 10:28 JOY, MCCOOLA a ZILCH, PC 518 793 1735 P.01 Post-IV Fax Note 7671 Date a of �.r Pages To 17Avt t4,ri From Co./Dept. �C l?i•i Ca. J Z Phone H i ,{ Phone g "7 Fax _ /I 2.7 Fax fl JOY,MCCOOLA&ZILCH 17_January 1997 l T 7 ARCHITECTS AND PLANNERS.P.G. • Dave Hatin, Building Code Official Town of Queer sbury Re: Adirondack Community College Renovation Projects Project Number 9115.2 These are our responses to your code review. Please call me if you have any questions or comments. We will be issuing our final addendum on Monday,20 January 1997. LIBRARY BUILDING 1_ Corridor"C"1st floor must be 1-hour rated. Response: This corridor serves a suite of offices for the Nursing Department. Since this is a single tenancy of an accessory Cl occupancy, the corridor is not • required to be rated. Refer to the attached section of the Life Safety Code,section A-26-3.6.1 Exception No.2. Note that the main exit Corridor B, which serves the classrooms is rated. 2. Show heat and smoke detectors for both floors. Response: These.are shown on sheets LB E3 and LB E4. • 3. Show exit lights and emergency lights for ground floor. Response: These are shown on sheets LB FF3 and LB E4. SCIENCE BUILDING 1. No smoke and heat detectors shown. Response: The existing fire alarm system does not include a smoke detection system. This system is not being upgraded. ADMINISTRATION BUILDING • • 1. Corridor 118 does not have 3/4-hour fire doors, glass panels are limited to 1,296 square inches. . • Response: All new doors provided in Corridor 118 and all doors in Lobby 102 are 3/9—hour rated, The existing doors, which may not be rated, are to remain. The l2naelic)..l��v,a1A four interior windows at the corner of the Placement Office ill have been changed GARS MCCOOLA,AEA to have wired glass with an area of 1,260 square inches each. See Adendum No. 1, ROBERT R. ZILCH,ALA Changes To Drawings, item #2 - TENEE R. C:AsAcc1o,AfA ) Provide smoke detector room 126. Response: This has been provided, See Adendum No. 1, Changes To Drawings, NEW FOUNTAIN SQUARE item **46. 12 WARREN STREET P.O.Box 725 3. No fan shutdown shown for roof top heating units. GLENS CALLS, NY7$6 P.12L301. 51 -79:3-q� Response: These are required in specification section 1597011,part :3.05. FAx 518-793-1735 JAN-17-1997 10:28 JOY, MCCOOLA E. ZILCH, PC 518 793 1735 P.02 Jot,MCCOOLA&ZILCH 17 January 1997 .:RcHirECrs ANO PLANNERS, P.C. Dave Hatin Page 2 • 4. No emergency lights shown on ground floor, Response: There is one existing at the exit stair and one provided at the exterior exit. Refer to room G04 on sheet AB El, STUDENT CENTER 1. Need clarification on new serving area. A. Is existing CMU wall 2 hour rated? B. If CMU wall is not rated,entire kitchen must have sprinkler system. Response: We are continuing to investigate all components of this wall system. The wall or portions of it will be modified to meet the required 2-hour raring. These changes will be included in the next addendum. 2, Is sprinkler system tied into fire alarm system? Response: This work is covered in Addendum No. 1,Changes To Drawings, item #35. 3. Provide detailed drawing on new hood system. Response: • This drawing is required to be prepared by the contractor and submitted as a shop drawing. 4. No heat detectors shown behind draft curtain or new bathroom. Response: The existing fire alarm system does not include a smoke detection • system and is not being upgraded,except for its connection to the sprinkler flow switch and tamper switch, See Addendum No. 1,Changes To Drawings,item #35. 5. No smoke detectors shown in room 106, 105, 104, 113, 112,or Asst. office 1st floor. Response: The existing fire alarm system does not include a smoke detection system and is not being upgraded. END OF RESPONSES • • • • • TOTAL P.02 *- mqe,A!bloltlif4pwAy44.4„,f57.7 A14[Ittr;.4.1t44 Ats' t.qiikiec••• • 47.,-1 OWn 0 tt . • eel/1J ttry QJEENSBURY TOWN OFFICE BOILbING • - r3:5-1 BAY AT HAVILAND ROAD wUEENSBURY, NEW YORK, 12801 TELEPHONE: (518) 792-5832 TO: The Building Department • Town of Queensbury a• FROM: N. W. Bodenweiser, Fire Marshal DATE: SUB: Certificate of Occupancy Name: Zet-(5'6,vc, IV' 1/4-- Address: yi/d div(Z/v )6`144*i It is the opinion of this office that the above named premises has complied with all sections of the N.Y.S. Fire & Building Code regarding fire prevention IOU-t/24./ N. W. Bodenweiser Fire Marshal SETTLED 1763 . . . HOME OF NATURAL BEAUTY . . . A GOOD PLACE TO LIVE • Wi1hqrek DEueI.opmPrit a., nc. WATSON BROOK ROAD P.O. BOX 1070 EXETER, NEW HAMPSHIRE 03833 USA Telephone: 603/778-8484 Telex: RCA 216310 Fax: 603/778-0374 • Augurt 21, 1987 • Town 04 Queerusbuny Mack Dean, Bwitd.ing Inzpecton Bay at HavLeand Road Queerisbuny,- N. Y. 12801 • Dean .Maefz: • Upon your ueque ..t to uev.iew the. eolicmn:- displacement condition in the Log Jam Outeet Centex, Ul i teey CueeFz Development-Company hens taken the Uo.22ow.ing aetLorus. . A{yteA owi June 4th, 1987 meeting at Fuanfz Hated chd o{{c.iee and nev.iew oic has "RepoAt on the aaptacement o4. Stnuctuual Steel Columns . I {y e2t az anotheA pno{y ezis.ianat engineer, that Mn. HandLel 6 -o{j{j-iee did not &u,ay undetustand the problem and thetiqone could not adequately addnez4 the zoeution. Subzequent 2e to us out o{j the HaAd-i.C!Z o44-Lace, • dated June 8th and 1.1 th, {y J then indicated that- the pnob.eem ways not being adequately addne.szed. On June 5th, 1987, I contacted Ryan B.Lgg4 A44ocLatez to pegoum an .independent nev.iew o{j the problem. Theeit letter, dated June 18th, • _ 1987 and attached, ,us a nepofc t on their. 4indingz. . Wen 4ub4equent meetings with Ryan B.iggz and Handt ch4 °W{y.iee, the nemedia. wonfz-,ini ti.a.22y nequeoted by Handtich4 o{yi.ice ha-s been • changed and the woufz that .us negwited to counec t the puoblem (Duaw.ing F-493-2) ha-s now:been p'rieed and .us .in the puocez-s o4 being £nztateed. When the work ha-5 been completed and -inJJpected, I witt contact you {jon a {.final .in.pection. I be eve at this time I w-i.22 be ashLng son Ryan Bigg4 to give a {.final nepont on the adequacy o4 the woufz ,in. accordance with the wonhing drawings .in ondm to make your °W{y,iee comUo le with the problem and to obtain a 4inal C.O. • • .nceneL • J. MvuiJ22 Loud, P.F. • Pno j eet Manager - JML/-sm • Fne o.5urez . - --3 - .11. .--{, Ryan-Biggs Associates,P.C. . '' ' 291 River Street 1 • Troy,New York 12180 + '� t . (518)272-6266 , a' rj D n y 24, 1987 . : , . . • ' . Jv . . J. Merrill Lord, P.E. Willey. Creek -Development Co. , Inc. - Watson Brook Road . P.O. Box 170 • Exeter, New Hampshire 03833 Re : HA Dwg. -F-493-2 .Log Jam Factory Outlet Center Lake George, New York , . RBA Project 3046 . Dear Mr. Lord: . I have reviewed the Hardick Associates ' Drawing F-493-2 , "Basement Bracing Detail" , as revised on . July '22 , 1987. Implementation of the remedial work noted-on this drawing will satisfy my concerns with the • ® bracing of the existing -structure. I wish to bring to your attention several key aspects of this revision: . 1. Previously detailed W6 column reinforcement is . no longer required. . • 2. - The existing connections between the longitudinal bracing members and the truss chords need additional nailing as noted. . , The existing connections between the roof beams diiP and' the: center columns need stiffening as . - . detailed. . . 4. New diagonal braces are required in the basement at all odd numbered column lines . The proper • • installation of this bracing is critical for the long term stability of the .building . The final insulation should be reviewed by the design engineer and receive his - approval. • J.Thomas Ryan,P.E. Stephen J.Sopko,P.E. ' . - _ David T.Biggs,P.E. H.Daniel Rogers,P.E. David R.Seaman,P.E. Barbara D.Ryan Dr.Richard R.Pikul,RE. ChesterJ.Zaremba,P.E. ' . , -- . RobertS.Speck,Jr.,P.E. . I have not reviewed other aspects of the design or construction. Should new problems develop, I am available to assist in their solution. If I can be of further assistance on this or any other projects, please contact me. Very truly yours , RYAN-B SSOC TE Dr. . Pikul , P. . Principal RRP/lg/4. 40 -v,Y'r f Ryan-Biggs Associates,P.C. `v • 291 River Street t.• Troy,New York 12180 JUL 0 i987 (S18)272-6266 VI. 4 41r: J)1 MINUTES OF MEETING July 17, 1987 Mr. J. Merrill Lord, P. E. Willey Creek Development Co. , Inc-. Watson Brook Road P.O. Box 170 Exeter,, New Hampshire - 03833 Re Meetings 7/15/87 Log Jam Factory Cutlet' Center • Lake George, New York RBA Project 3046 Present at Site : Frank C.' Hardick, Lex Benton - Hardick Associates (HA) Robert Waldron, Michael Fitzgerald. - Northeast Masonry (NM) Richard R. Pikul - Ryan-Biggs Associates, P.C. (RBA) Present at HA office : All of the above w/o Northeast Masonry- Comments : . The purpose of the meetings was to resolve several outstanding issues as follows : • 1 . Column Reinforcement• . 2. Lateral Bracing at- the . Basement Level 3 . Lateral Load Transfer at the Retail Level 4. Lateral Bracing of Roof Trusses Column Reinforcement RBA indicated that when the basement level is laterally braced, the intermediate columns (W6 's) can be modeled as pin-connected compression members that ,are inclined rather than vertical. This model is the same as a compression truss member with the compression . • J.Thomas Ryan,P.E. Stephen J.Sopko,P.E. David T.Biggs,P.E. H.Daniel Rogers,P.E. David R.Seaman,P.E. Barbara D.Ryan Dr.Richard R.Pikul,P.E. ChesterJ.Zaremba,P.E. Robert S.Speck,Jr.,P.E. :<4-F' • Minutes of Meeting - Log Jam Page 2 of 4 July 17, 1987 • force calculated as the resultant of horizontal and vertical reactions at the pins. HA agreed with this analysis and indicated that column reinforcement would not be needed for the W6 sections. Lateral Bracing at the Basement Level HA has proposed diagonal bracing to be installed in each column line having W10 interior columns . RBA discussed the magnitude of the bracing force with HA. HA indicated that the unbalanced earth load between front and back walls, combined with wind and horizontal - column reactions, was used to size the bracing RBA indicated that this approach was reasonable -_ :-- • This bracing concept requires that the floor be considered as a diaphragm to transfer loads to the braced column lines . The floor construction and plan dimensions appear adequate for this assumption. All participants checked the feasibility of installing the bracing on the existing columns . it appeared that no major problem would be encountered during field As installation. Lateral Load Transfer at the Retail Level The retail stores are separated from each other by full length stud walls comprised of 2 x 6 's at 2 feet on center, with one layer of 5/8-inch gypsum board on each face. The gypsum board appears to be attached to the j. studs with screws at 12-16 inches on center. The walls run in a north-south direction, but they do not always line up with column lines. The spacing of walls is variable. The top plates of the walls are attached to. the roof steel beams with small diameter lag screws at intersecting locations and• at approximately 4 feet on center, where beams are directly over walls. HA and RBA agreed that the walls will contribute to lateral-stability, but should not be considered as the prime lateral force transfer system because: 1. Their location is subject to future modification. 2. Their construction as party walls did not include bracing to ensure shear • wall action. I 0 ff+,�1�At.y• , yF. . Minutes of Meeting - Log Jam {' 4. ry Page 3 of 4 July 17, 1987 The major columns that support the roof structure appear capable of transferring the lateral load if: 1. Wind loads are in the range of 15 psf. 2. Lateral drift can be controlled. HA indicated that they could accept the 15-psf criteria, although they would have preferred a 25-psf condition due to local Adirondack gusts . To control the .dr ft, HA will stiffen the interior W10 4F i ; to roof beam connection, as follows: I The column cap plate will be welded to the beam flanges . ' . 2. The upper beam flanges will be tied to develop moment transfer ability. Although this will result in adequate lateral force transfers, some frame movement and resultant partition damage may occur during severe wind storms. 410 Lateral Bracing of Roof Trusses Access was gained to a limited area of the roof trusses at the east end of the building. The 1 x 4 lateral bracing was noted as having been installed; however, HA indicated that the nailing was deficient in that only one rather than the two specified nails was installed at each intersection point. It is recommended that the Contractor do one of the following: 1. Provide nails per specifications 2. Obtain a letter from the truss manufacturer's engineer that one nail is sufficient. Conclusion . • HA will revise Drawing F-493 based on these meetings. The revised drawing will be entitled "Remedial Bracing Details" . RBA will review the drawing and advise Willey Creek Development Co. accordingly. `, , • c Minutes of Meeting = Log Jam `.•awv> Page 4 of 4 July 17, 1987 • Recommendation.. Since the bracing details are critical for the future long-term performance of the structure, their final installation should be reviewed for adequacy by HA, the engineer of record. Sincerely, - RYAN-BI A OC S • O mar" n. rcku-1, P..E. F Principal RRP/lg/2. 1.62 cc: Frank Hardick • (1 • • • i • , '= Ryan-Biggs Associates,P.C. r? \ U • 291 River Street Troy,New York 12180 �— ?^ ,p4 (518)272-6266 • June 18 , 1987 JUN 2 21981 • • • Mr. J. Merrill Lord , P. E. • Willey Creek Development Co. , Inca --• • - Watson Brook Road PO Box 170 • Exeter, NH 03833 • RE: Engineering Investigation Log Jam Factory Outlet Center Lake George, NY . RBA Project 3046 Dear Mr. - Lord: • • At your written request of June '5, 1987, I made a field • visit to the referenced project site, where I performed field measurements and spoke with Northeast Masonry representatives .Bob Waldron and Mike Fitzgerald. Subsequently I performed structural calculations and, with your permission, discussed my findings with Frank . Hardick, P.E. , the. design engineer, on June 17, 1987. I noted two basic concerns with the building: 1 . Steel Column Displacement. • 2. Lateral Stability. Steel Column Displacement • I have concluded that the steel columns all lean • toward the south due• to a displacement of the steel framework that occurred during foundation wall construction and associated backfilling of the north •wall._ I . checked several column _ locations with a plumb-bob and found that, for .the column height of 9 ' 10" (finish basement floor to drop ceiling) , the basement columns lean toward - the south 2 1/2 - 3 inches and toward the east as much as 1 inch. I attempted to check the leaning . of the upper level columns at the same locations, but -such readings were hampered by the installation of gypsum board enclosures around the steel columns: - • - • Beam to column connections were visually checked at several locations , but no signs of distortion . were noted. (The light framing angles would allow - • rotation without major problems. ) • • J.Thomas Ryan,P.E. Stephen J.Sopko,P.E. • ,. • David T.Biggs,P.E. H.Daniel Rogers,P.E. • David R.Seaman,P.E. . Barbara D.Ryan . Dr.Richard R.Pikul,P.E. Chester J.Zaremba,P.E. • Robert S.Speck,Jr.,P.E. Log Jam Investigation Page 2 of 3 . June 18, 1987 , Calculations indicated that the columns ' capacity should be adequate to support the. 100 psf design ` live load if lateral forces are structurally resisted and transferred out of the building. This conclusion regarding the column adequacy was contrary to that presented by Frank Hardick, P. E. This capacity difference is due to the method used in calculating the biaxial moments caused by out-of-plumb conditions of the columns. An error in Hardick' s initial calculation booklet was corrected in his June ,11 , 1987 , calculations , but the correction still represents use of twice the moment effect that I consider applicable. This was discussed with. -Frank Hardick on June 17, 1987, and he will review my theoretical approach regarding the out-of-plumb effects. ;. Lateral Stability I consider lateral stability to be the major immediate and long-term concern with this structure. 'The current displaced condition of the steel columns and walls is the result of lateral movement toward the south.. Although the. introduction of two sets of fire walls and numerous studded party walls adds lateral S . stiffness to the structure, they cannot be relied upon for, long-term structural. effectiveness. My calculations indicate that under the present backfill: conditions (13. feet of fill above , - footings; at the north and 5 feet of fill above footings; at the southeast corner)-, the theoretical lateral 'earth pressures are not properly balanced, and continued movement to the south- is possible. Additional lateral forces will be generated by . wind forces on- the-building. Fot -d win -blowing from the north, these lateral forces will add to those due to earth pressure and worsen the stability condition. Frank Hardick indicated he had attempted to stiffen the upper part of the frame in the north-south direction with diagonal bracing. However, this was rejected at an early. date. He then attempted to stabilize the upper part of the frame with stiffening plates '(Drawing F-480-1) which were not installed. In addition, he detailed diagonal bracing in the east-west direction (Drawing F-469), which was not installed. < • Log Jam Investigation •i� r" Page 3 of 3 June 18, 1987 My preliminary review of the wind load forces indicates that wall framing, in combination with cantilever column bending, maybe sufficient to transfer 'lateral wind into the floor and lower • framing system. Assumptions regarding the partitions and diaphragm capacity of the interior exteriorwalls will be required to calculate the . walls' lateral resistance and load transfer ability. . . These lateral stability concerns were discussed with Frank Hardick, P.E. , on June 17 , 1987 . The • conclusions of the discussion were: 1.• Mr. Hardick will review his lateral load transfer calculations. . • 2. He will consider the possible additions , of diagonal bracing in the basement. 3. He- will review the adequacy of the upper framing, as constructed, to transfer wind • . forces. In summary, it is my understanding. that Frank Hardick, ;� P.E. , will contact me after his. review to discuss his findings. A trip to his office and/or the site may be required to fully resolve the issues, so that a ' permanent certificate of occupancy can be issued. comments, do not If you have .any questions on my hesitate to contact to• Mr Hardicknsotthatyhe has send a copy of this. letter . . comments. written confirmation of my Very truly yours, RYAN-BIGGS ASSOCIATES, P.C. -,4a /17 , Dr. Richard R. Pikul , P.E. Principal RRP/kmd . • 2. 134 ' 0 . . . . . - REPORT ON THE DISPLACEMENT OF STRLJCTURAL STEEL COLUMNS AT THE LOG J(1N FACTORY OUTLET CENTER LAKE GEORGE.L h!Y DUNE 19.87 HARDICK ASSOCIATES CONSULTING AND DESIGN ENGINEERS 48 MAIN STREET SOLJTI"I GLEI\IS FALLS, NEW YORK FILE L..JRTP ---- --------- ------ ---- _ � | | '-' This report deals with the Log Jam Factory Outlet Center [ located on N. Y. S. Route 9 in Lake George, NY. Upon inspec- tion of the structural steel columns at the site, this office L� has deemed that under present conditions serious deficiencies in structural bearing capacity are present and corrective ! | action must be taken. UntiI such time. as these deficiencies are certified as being corrected, the ain floor level of the structure is to be loaded at a maximum of 50 pounds per square foot. This limit shall remain in effect until such � | time as the column deficiencies are corrected and the L' possibility of deficiencies in other areas `can be examined -` and if necessary corrected. The creation of the deficiency in structural capacity is' | ' due to the fact that all of' the interior columns and concrete basement walls in the structure have been shifted from a ' truly vertical position. The original design by this office c_ was based on the columns having a deviation from vertical of no greater than 1/4 of one inch along the unsupported length of the column (base to the point of the first bracing at main floor level ) . Under such conditions the columns as called -- for on the construction drawings were sufficient to support the design loading with a reasonable factor of safety. An ' | inspection of the interior columns and the concrete basement | wall was completed by this office on May 29, 1987. At that time it was determined that the minimum column vertical deflection in one direction wqs 1/8 of one inch for every two � feet of column height. This deviation will be referred as x- `- deviation in the remainder of this report, and occurs parallel to the short side of the building. A deviation from | / vertical was also observed at several locations in a dir6c- i-| tion 90 degrees from the x-deviation. This deviation will be referred to as y-deviation and occurs parallel to the long ` side of the structure. Based on these observed deviations no ( -i column is within the allowable limits of deviation, and the required load capacities under the present conditions were / calculated. / The x and y-deviations for the various pertinent columns |-' were measured using a level and rule, and recorded on a copy of the structural drawing for the main floor of the build- ing (dwg. F-461-3) . Under the present deviations the columns 1 | are under a combination of axial loading and bending referred ' l 1 � ' ` . ` • h: I Li . I { _ to as interaction. After establishing this fact, analysis Li was undertaken to determine the loading capacity required at each of the various column locations under interaction, and I this was compared with the rated capacity of the columns to o 1 ' determine if they were satisfactory. The procedure used to determine the capacity required at each location was based can .the American Institute of Steel Construction '(RISC) Specifications section 1. 6. 1, as pub- --- l ished in the RISC Manual of Steel Construction Eighth Edition. The leading can the structural members was cal- culated using the same values as in the original case, namely 50 lb/sq. ft. snow load, 15 lb/sq. ft. roof lead, and 100 lb/sq. ft. floor load. Using the originally calculated .axial loads on each column measured, various properties of the steel sections, and modified formulas 1. 6--1 a, and 1 . 6-1 b from om page 3-9 of the Eighth Edition of the RISC Manual of Steel Construction the load carrying capacity required at the various column locations was determined. For a column to be declared satisfactory under interaction its rated load carrying capacity (Pall ) , as indicated in the allowable column axi.al lead tables located between pages 3-15 and 3-98 of the , (IISC Manual, must be greater than the larger of the values, required capacity (req. cap. ) , obtained using the two pre- viously mentioned equations. An example of the type of calculations carried put can be found can pages 3--11 and 3-12 of the RISC Manual. Please note that a y--deviat ion of one eighth inch for each two feet of vertical height was used in the calculations as this valu_ie was observed at a sufficient I number of locations to assume that the entire building deviated by this amount. The actual calculations for each column location were carried out on a computer and the values obtained can be seen in the printout for the various col umn locations. The print- out also shows the various parameters used for the type of column at the various locations ions and the column height (Rl ) used in the calculat ions. Based on the calculations there are 60 columns in the building which need to be reinforced before the building can be de.lciared capable of supporting I the original design leading. The locations of the columns needing re i n fc'rcement are as follows: LB--2, 3, 4, 5, 6, 7, 8, 9, 10, 1 1, 12, 13, 14, 15, 16, 1 T, 18, 19, 20, 21., 22, 23, 24, C--2, 4, 6, 8, 1 c 1, 12, 14, 16, 18, 20, `2, 2_4, D-2, 3, 4, 5, 6, '7, 8, 9, 10, 1 1, 12, 13, 14, 15, 16, 2 I ILi 1 7, 18, 19, 2c 1, 2 1, 22, 23, 24, 2v, 26. The system used to arrive at the' above gridded locations ions is clearly indicated on Hardick • Associates drawing F-461 It should also be noted that li this office has not as yet been able to examine the trusses in the roof or any of the connections between the steel members within the structure. It is possible that additional reinforcement ' may be required in these areas as the shifting of the building may have damaged the steel connections, the trusses, or the bracing that was called for on the construction drawings. Should the building be deemed deficient in any of these areas upon inspection by this office, additional reinforcement will be required and certification received before the building can be declared safe for the design loadings. The method of correcting the current deficiencies and any possible deficiencies discovered in the future will be detailed at a later time. i • • L,� (.c (C . • Hardick Associates (. • Consulting and Design Engineers June 2, 1987 • 48 Main St. . � South Glens Falls, NY 1280� • � Fbx area sq. in Pall ry Bx By ax P(K1).-2 24 5.87 85 1.5 0.438 1.331 6190000 669081.6 Fby fa K1 ft. K1 in. K1/ry Fa ay 27 14. 4804 11 132 88.0000 14.44 1970000 Fy 36 axial load req, cap. req. cap. Pall loc. D-3 eq. 1.6-la eq.- 1.6-lb kips 38.4 126.5600 104. 9993 85 . ' defl/2ft moment moment P' x eq. P' x eq. x-dir. arm x-dir. arm x-dir. 1. 6-la 1. 6-lb (C 0. 375 0.3438 13.2000 39.78 41.74 def l/2ft. moment moment • P'y eq. P'y eq. y-dir. arm y-dir. y-dir. 1.6-la 1.6-lb 0. 125 0. 1146 4. 4000 48.38 37.59 axial load req. cap. req. cap. Pall ( -. loc. D-5 eq. 1. 6-la eq. 1.6-1b kips (- 38.4 133. 1903 111.9565 85 def 1/2ft moment moment P' x eq. P' x eq. 0- x-dir. arm x-dir. arm x-dir. 1.6-la 1.6-lb 0. 4375 0. 4010 15.4000 46.41 48.70 ` defl/'2ft. moment moment P'y eq. P'y eq. C y-dir. arm y-dir. y-dir. 1.6-la 1.6-lb 0. 125 0. 1146 4. 4000 48.38 37.59 0- axial load req. cap. req. cap. Pall loc. D-23 eq.' 1.6-la eq. 1.6-lb kips (.. 38.4 139.8206 118. 9137 85 def1/2ft moment moment P' x eq. P' x eq. `- x-dir. arm x-dir. arm x-dir. 1.6-la 1.6-lb • 0.5 0.4583 17.6000 53.04 55.66 0- defl/2ft. moment rnornent P'y eq. P'y eq. Page 1 of 7 pages • y-dir. arm y-dir. y-dir. 1.6-la 1.6-lb • ( 0. 125 0. 1146 . 4.4000 48.38 37.59 axial load req. cap. req. cap. Pall loc. D-26 eq. 1.6-la eq. 1.6-lb kips 38.4 100.0389 77. 1706 85 defl/2ft moment moment P' x eq. P' x eq. x-dir. arm x-dir. arm x-dir. 1.6-la 1.6-lb ( 0. 125 0. 1146 4.4000 13.26 13.91 ( defl/2ft. moment moment P'y eq. P'y eq. ' y-dir. arm y-dir. y-dir. 1.6-la 1. 6-lb 0. 125 0. 114E 4.4000 48.38 37.59 Fbx area sq. in Pall ry Bx By ax P(K1)- 2 24 4.43 62 1.45 0. 456 1.424 4330000 522720 Fby fa K1 ft. K1 in. K1/ry Fa ay 27 13.9955 11 132 91.0345 14. 09 1390000 C Fy . 36 C axial load req. cap. req. cap. Pall loc. D-7,21 eq. 1.6-la eq. 1.6-lb kips ( 30 103. 7855 83.3521 62 def1/2ft moment moment P' x eq. P' x eq. • C x-dir. arm x-dir. arm x-dir. 1.6-1a - 1. 6-lb 0.375 0.3438 10.3125 32.03 33. 13 ( def 1/'2ft. moment moment P'y eq. P'y eq. y-dir. arm y-dir. y-dir. 1.6-la 1.6-lb 0. 125 0. 1146 3.4375 41.76 30.65 C axial load req. cap. req. cap. Pall loc. D-9, 13, eq. 1.6-la eq. 1.6-lb kips L 19 30 114.4608 94.3952 62 CT def 1/'2ft moment moment P' x eq. P' x eq. x-dir. arm x-dir. arm x-dir. 1.6-la 1. 6-lb 0.5 0.4583 13.7500 42.70 44. 17 defl/2ft. moment moment P'y eq. P'y eq. y-dir. arm y-dir. y-dir. 1.6-la 1.6-lb 1. 0. 125 0. 1146 3.4375 41.76 30.65 Page 2 of 7 pages C ( c ( _ • C axial load req. cap. req. cap. Pall • loc. D-11, 17 eq. 1.6-la eq. 1.6-lb kips C 30 125. 1361 105.4382 62 def l/22ft moment moment P' x eq. P' x eq. ( x-dir. arm x-dir. arm x-dir. 1.6-la 1.6-lb 0.625 0.5729 17. 1875 53.38 55.22 ( defl/2ft. moment moment P'y eq. P'y eq. y-dir. arm y-dir. y-dir. 1.6-la 1.6-lb - 0. 125 0. 114E 3.4375 41.76 30.65 axial load req. cap. req. cap. Pall loc. D-15 eq. 1.6-la eq. 1.6-lb kips C - 30 135.8114 116.481'2 62 C defl/2ft moment moment P' x eq. P' x eq. x-dir. arm x-dir. arm x-dir. 1.6-la 1.6-lb 0.75 0.6875 20.6250 64.05 66.26 C defl/eft. moment moment P'y eq. P'y -eq.. C y-dir, arm y-dir. y-dir. 1.6-la 1.6-lb 0. 125 0. 1146 • 3.4375 41.76 30.65 Fbx area sq. in Pall •ry Bx By • ax P(Kl)''.2 (. 24 20 348 2.59 0.264 0.758 58700000 2959257. 6 Fby fa Kl ft. K1 in. Kl/ry Fa ay (. 27 17.4000 13 156 60.2317 17.41 20000000 • Fy C- 36 axial lead req. cap. req. cap. Pall C loc. C-3 eq. 1.6-la eq. 1.6-lb kips 121. 6 285.6974 270.2775 348 . def 1/'2ft moment moment P' x eq. P' x eq. x-dir. arm x-dir. arm x-dir. 1.6-la 1.6-1b C 0.25 0.2708 32.9333 67.75 75.68 def 1/2ft. moment moment P'y eq. P'y eq. C. y-dir. arm y-dir. y-dir. 1.6-la 1.6-lb 0. 125 0. 1354 16.4667 96.35 96.58 C axial load req. cap. req. cap. Pall Page 3 of • 7 pages C. ( _. ' • C loc. C-5 eq. 1.6-la eq. 1.6-lb kips . ( 113.3 296.3647 287.0887 348 def1/2ft moment moment • P' x eq. P' x eq. x-dir. arm x-dir. arm x-dir. 1.6-la 1.6-lb ( 0.375 0.4063 46.0281 94.34 105.78 defl/2ft. moment moment • P'y eq. P'y eq. y-dir. arm y-dir. y-dir. 1.6-la 1.6-lb C 0. 125 0. 1354 15.3427 88.72 89.99 axial load req. cap. req. cap. Pall loc. C-23 eq. 1.6-la eq. 1.6-lb kips .121.6 319.571 1 308. 1199 348 • defl/2ft moment moment P' x eq. P' x eq. x-dir. arm x-dir. arm x=dir. 1.6-la 1.6-1b C 0.375 0.4063 49.4000 101.62 113".53 def 1/2ft. moment moment P'y eq. P'y eq. ( y-dir. arm y-dir. y-dir. 1.6-la 1.6-lb 0. 125 0. 1354 1354 16.4667 96.35 96.58 . Fbx area sq. in Pall ry Bx By ax P(K1)""*2 24 17.6 306 2.57 0.264 0.765 50500000 2311920 C Fby fa Ki ft. K1 in. K1/ry , Fa ay 27 17.3864 13 156 60.7004 17.36 17 300000 ( Fy- - 36 ( axial load req. cap. req. cap. Pall loc. C-7, 9, eq. 1.6-la eq. 1.6-lb kips 11, 17, 19 95 274.5367 270.20 16 306 defl/2ft moment moment P' x eq. P' x eq. x-dir. arm x-dir. arm x-dir. 1.6-la 1. 6-lb 0.5 0.5417 51.4583 105.04 117.92 C defl/2ft. moment moment P'y eq. . P'y eq. . y-dir. arm y-dir. y-dir. 1.6-la 1.6-lb 0. 125 0. 1354 1354 12.8646 74.50 75.93 1. . axial load req. cap. req. cap. Pall Page 4 Of loc. C-13 eq. 1. 6-la eq. 1.6-lb kips 7 pages (- C 95 287.6665 284.9413 306 defl/2ft moment moment P'x eq. P' x eq. x-dir. arm x-dir. arm x-dir. 1.6-la 1.6-lb C 0.5625 0.6094 57.8906 118. 17 132.66 defl/2ft. moment moment P'y eq. P'y eq. ( y-dir. arm y-dir. y-dir. 1.6-1 a 1.6-1 b 0. 125 0. 1354 12.8646. 74.50 75.93 C axial load req. cap. req. cap. Pall loc. C-15 eq. 1.6-la eq. 1.6-lb kips C 95 300.7964 299.6810 306 defl/2ft moment moment P' x eq. P' x eq. �, x-dir. arm x-dir. arm x-dir. 1.6-la 1.6-lb 0.625 0.6771 64.3229 131.30 147.40 • C def 1/'2ft. moment moment P'y eq. F'y eq. y-dir. arm y-dir. y-dir. 1.6-la 1.6-lb • 0. 125 0. 1354 12.864E 74.50 75.93 C _ axial load req. cap. req. cap. Pall C loc. C-21 ' eq. 1.6-la eq. 1. 6-lb kips 113.3 299.7002 2.87.0928 306 C 'def 1/'2ft moment moment P' x eq. PI ): eq. x-dir. arm x-dir arm x-dir. 1.6-la 1.6-lb 0.375.. 0.406 3 46.0281 94.83 105.47 def1/2ft. moment moment P'y eq. P'y eq. y-dir. arm y-dir. y-dir. 1. 6-1 a 1.6-1 b ( 0. 125 0. 1354 15.3427 91.57 90.56 Fbx area sq. in Pall ry Bx By ax P(K1). 2 ( 24 5.87 85 1.5 0.438 1.331 6190000 669081.6 Fby fa K1 ft. K1 in. Kl/ry Fa ay C 27 14. 4804 11 132 88.0000 14. 44 1970000 Fy 36 axial load req. cap. req. cap. Pall loc. B-3,23 eq. 1.6-la eq. 1.6-lb kips • 38.4 126.5600 104.9993 85 Page 5 of 7 pages i defl/2ft moment ' moment P' x eq. P' x eq. ( x-dir. arm x-dir. arm x-dir. 1.6-la 1.6-lb 0.375 0.3438 13.2000 39.78 41.74 ( defl/2ft. moment moment P'y eq. P'y eq. .y-dir. arm y-dir. y-dir. 1.6-la- 1.6-lb 0. 125 0. 1146 4.4000 48.38 37.59 ( axial load req. cap. req. cap. Pall loc. 8-5 eq. 1.6-la eq. 1.6-lb kips ( • 38.4 133. 1903 111.9565 85 ( defl/2ft moment moment P' x eq. P' x eq. x-dir. arm x-dir: arm x-dir. 1.6-la 1.6-lb 0.4375 0.4010 15.4000 46.41 48.70 ( defl/2ft. moment moment , P'y eq. P'y eq. - y-dir. arm y-dir. y-dir. 1.6-la 1.6-lb ( 0. 125 0. 1146 4.4000 48.38 37.59 Fbx area sq.. in Pall ry Bx By ax P(K1) `2 ( 24 . 4.43 62 1.45 0.456 1.424 4330000 522720 Fby fa Kl ft. K1 in. K1/ry- Fa ay ( 27 13.9955 .11 132 91.0345 14.09 1390000 • Fy ( 3E axial load req. cap. req. cap. Pall (, loc. 8-7, 11, eq. 1.6-la eq. 1.6-lb kips 13, 17 30 114.4608 94.3'952 62 ( ' def1/2ft moment moment P' x eq. P' x eq. x-dir. arm x-dir. arm x-dir. 1.6-la 1.6-lb ( 0.5 0.4583. 13.7500 42.70 . 44. 17 ' def1/2ft. moment moment P'y eq. P'y eq. ( y-dir.- arm y-dir. y-dir. 1. 6-la 1.6-lb 0. 125 . 0. 114E 3.4375 41.76 30.65 • (,. axial load req. cap. req. cap. Pall loc. 8-9 eq. 1.6-1 a eq. 1.6-1 b kips (- 30 103.7855 83.3521 62 defl/2ft moment moment P' x eq. P' x eq. x-dir. arm x-dir. arm x-dir. 1.6-la 1.6-lb Page 6 of L. 7 pages C 0.375 0.3438 10.3125 32. 03 33. 13 , defl/2ft. moment moment P'y eq. P'y eq. y-dir. arm y-dir. y-dir. 1. 6-la 1.6-lb ( 0. 125 0. 1146 3.4375 41.76 30.65 axial load req. cap. req. cap. Pall ( loc. B-15 eq. 1.6-la eq. 1.6-1b kips 30 135.8114 116.4812 62 ( defl/2ft moment moment P' x eq. P' x eq. x-dir. arm x-dir. arm x-dir. 1. 6-la 1.6-lb ( 0.75 0.6875 20.6250 64.05 66.26 defl/2ft. moment moment P'y eq. P'y eq. ( y-dir. arm y-dir. y-dir. 1.6-la 1.6-lb 0. 125 0. 1146 3.4375 41.76 30.65 ( axial load req. cap. req. cap. . Pall loc. B-19 eq. 1.6-la eq. 1.6-lb kips ( 30 125. 1361 105.4382 62 defl/2ft moment • moment P' x eq. P' x eq. ( x-dir. arm x-dir. arm x-dir. 1.6-la 1.6-lb 0.625 5 0.5729 17. 1875 53.38 55.22 ( defl/2ft. moment moment _ P'y eq. P'y eq. , y-dir. arm y-dir. y-dir. 1.6-1a • 1.6-lb 0. 125 0. 1146 3.4375 41.76 30.65 ( axial load req. cap. req. cap. Pall loc. B-21 eq. 1.6-la eq. 1.6-lb kips 30 98.4478 77.8306 62 ( defl/2ft moment moment P' x eq. P' x eq. x-dir. arm x-dir. arm x-dir. 1. 6-la 1.6-lb 0.3125 0.2865 8.5938 26.69 27.61 defl/2ft. marnerh moment P'y eq. P'y eq. y-dir. arm y-dir. y-dir. 1.6-la 1.6-lb ( 0. 125 0. 1146 3.4375 41.7E 30.65 Page 7 of . 7 pages (. .• ENGINEERING METALLURGY ENVIRONMENTAL CONSTRUCTION c.?tandick Associates Consulting & .esign (�.C. L9 &ngifl eets Frank Slav lick, 2. L d 3 Taw, c e w re i- 51B-792-5411 (OFFICE) 48 MAIN STREET 51B-792-845,1 (HOME) SO. GLENS FALLS, N.Y. 12801 June 11 , 1987 Mr. J.M. Lord Watson Brook Road P.O. Box 1070 Exeter, N.H. 03833 Dear Mr. Lord : • We are sending you a revision on the column loading calculations concerning.the Log Jam Factory Outlet Center. Additionally we are sending the detail of the remedial work necessary to reinforce the columns. • The required modification involves the welding of a 1/4 inch steel plate across the flanges on each side of the beam thus creating a boxed section. It should be noted that under the revised calculations the column at location D-26 will not require bracing as was stated in our earlier "Report on the Displacement of Structural Steel Columns at the Log Jam Factory Outlet Center." This leaves a total of 59 columns which will • require modification. This revision applies only to the columns. All cross bracing, bolted connections, and wood truss cross bracing will have to be checked and if necessary repaired before the floor loading can be declared in conformity with the New York State Building Code. Very Truly Yours, Lex Benton cc: Mr. Mack Dean Hardick Associates Consulting and Design Engineers file: ljcl 48 Main St. 1987 South Glens Falls, NY 12803 Fbx area sq. in Pall ry Dx Dy ax P(K1)"2 24 5.87 85 1.5 0. 438 1.331 6190000 669081.6 Fby fa K1 ft. K1 in. K1/ry Fa ay 27 14.4804 11 132 88,0000 14. 44 1970000 • Fy 36 axial load req. cap. req. cap. Pall lac. D-3, eq. 1.6-la eq. 1.6-lb kips . B-3,23 38. 4 82.4800 65. 3352 85 defl/2 ft moment moment P' x eq. P' x eq. x-dir. arm x-dir. x-dir. 1.6-la 1.6-lb 0.375 0. 1719 6.60 00 19.89 20.87 defl/2ft. moment moment P'y eq. P'y eq. y-dir. arm y-dir. y-dir. 1.6--l a 1.6-l b 0. 125 0. 0573 2.2000 24. 19 18.79 axial load req. cap. req. cap. Pall lac: D-5 eq. 1.6-la eq. 1. 6-lb kips B-5 38.4 85.7951 68.8138 85 defl/2ft moment moment P' x eq. P' x eq. x-dir. arm x-dir. x-dir. 1.6--la 1. 6-1b 0.4375 0.2005 7.7000 23.21 24. 35 defl/2ft. moment moment P'y eq. P'y eq. y-dir. arm y-dir. y-dir. 1.6-la 1.6-lb 0. 125 0.0573 2.2000 24. 19 18.79 axial load req. cap. req. cap. Pall loc. D-23 eq. 1.6-la eq. 1.6-lb kips ', 38.4 89. 1103 72.2924 85 def 1/2ft moment moment P' x eq. P' x eq. x-dir. arm x-dir. x-dir. 1.6--la 1.6-lb 0.5 0.2292 8. 8000 26.52 27. 83 def1/2ft. moment moment P'y eq. P'y eq. y-dir. arm y-dir. y-dir. 1. 6-la 1. 6-lb 0. 125 0.0573 2.2000 24. 19 18.79 axial load req. cap. req. cap. Pall loc. D-26 • eq. 1.6-la eq. 1.6-lb kips 38. 4 69.2194 51. 4208 85 defl/eft moment moment P' x eq. P' x eq. x-dir. arm x-dir. x-dir. 1.6-la 1. 6-lb 0. 125 0. 0573 2.2000 6. 63 6.96 defl/2ft. moment moment P' y eq. P' y eq. y-dir. arm y-dir. y-dir. 1.6-la 1.6-lb 0. 125 0. 0573 2.2000 24. 19 18. 79 • Hardick Associates Consulting and Design Engineers file: ljcl 48 Main St. 1987 South Glens Falls, NY 12803 Fbx area sq. in Pall ry Dx „Ely ax P(K1)•^2 24 -. 4. 43 62 1.45 O. 456 1. 424 4330000 522720 Fby fa Kl ft. K1 in. K1/ry Fa ay 27 13.9955 11 132 91.0345 14.09 1390000 Fy 36 • axial load req. cap. req. cap. Pall loc. D-7,21, eq. 1.6-la eq. 1.6-lb kips 8-9 30 66. 8927 51. 4608 62 defl/2ft moment moment P' x eq. P' x eq. . . x-dir. arm x-dir. x-dir. 1.6-la 1. 6-lb • 0.375 0. 1719 5. 1563 16.01 16.56 defl/2ft. moment moment P'y eq. P'y eq. y-dir. arm y-dir. y-dir. 1.6-la 1.6-lb 0. 125 • 0. 0573 1.7188 20. 88 ' 15.33 axial load req. cap. req. cap. Pall loc. D-9, 13, eq. 1.6-la eq. 1.6-lb kips 19,13-7, 11, 13, 17 30 72. 2304 56.9823 62 defl/2ft moment . moment P' x eq. P' x eq. x-dir. arm x-dir. x-dir. 1. 6--la 1. 6-lb • • 0.5 0.2292 6.8750 21. 35 22. 09 defl/2ft. moment moment P' y eq. ►'' y eq. y-dir. arm y-dir. y-dir. 1.6-la 1.6-lb 0. 125 0. 0573 1.7188 20. 88 15.33 axial load req. cap. req. cap. Pall • loc. D-11, 17,eq. 1.6-la eq.. 1.6-lb kips 8-19 30 77. 5680 62.5038 62 • defl/2ft moment moment P' x eq. P' X eq. x-dir. arm x-dir. x-dir. 1. 6-la 1. 6-lb 0.625 0.2865 8.59 38 26.69 27.61 def 1/2ft. moment ' moment P y eq. P'y eq. y-dir. arm y-dir. y-dir. 1.6--la 1. 6-lb 0. 125 0. 03 73 1.7188 20.88 15. ..,.E axial load req. cap. req. cap. Pall . loc. D-15, eq. 1.6-la eq. 1.6-lb kips B-15 30 82.9057 68. 0253 62 defl/2ft moment moment P' x eq. P' x eq. x-dir. arm x-dir. x-dir. 1.6-la 1.6-lb 0.75 0.3438 10.3125 32.03 33. 13 defl/2ft. moment moment P'y eq. P' y eq. y-dir. arm y-dir. y-dir. 1.6-la 1.6-lb 0. 125 0. 0573 1.7188 20. 88 15.33 axial load req. cap. req. cap. Pall loc. B-21 eq. 1. 6-la eq. 1. 6-lb kips 30 64.2239 48.7000 62 • defl/2ft moment moment . P' x eq. P' x eq. x-dir. arm x-dir. x-dir. 1.6-la 1.6-lb • 0. 3125 0. 1432 4.2969 13.34 13.80 defl/2ft. moment moment P'y eq. P' y eq. y-dir. arm y-dir. y-dir. 1. 6-la 1. 6-lb 0. 125 0.0373 1. 7188 20.88 15. 33 Fbx area sq. in Pall ry Bx By ax P(K1)'`2 24 :,9 0 20 348 2. .2Ei4 0.758 58700000 2959257.6 r Fby fa K1 ft. K1 in. Kliry Fa ay 27 17. 4000 13 156 60. 2317 17. 41 20000000 Fy 36 axial load req. cap. req. cap. Pall loc. C-3 eq. 1.6-la eq. 1.6-lb kips 121. 6 203.6487 184. 1447 348 def1/2ft moment moment F ' x eq. P' x eq. x-dir. arm x-dir. x-dir. 1. 6-la 1.6-lb 0.25 0. 1354 16.4667 33.87 37. 84 def 1/2ft. moment moment P'y eq. P' y eq. y-dir. arm y-dir. y-dir. 1.6-la 1.6-lb 0. 125 0. 0677 8.2333 48. 17 48.29 axial load req. cap. req. cap. Pall loc. C-5 eq. 1. 6-la eq. 1. 6-1b kips 113. 3 204. 8324 189.2053 348 • def1/2ft moment moment P' x eq. P' x eq. x-dir. arm x-dir. x-dir. 1.6-la 1.6-lb 0. 375 375 0.2031 23. 0141 47. 17 52.89 defl/2ft. moment moment P' y eq. P'y eq. y-dir. arm y-dir. y-dir. 1.6-la 1. 6-lb . 0. 125 .0.0677 7.6714 44.36 44.99 axial load req. cap. req. cap. Pall loc. C-23 eq. 1.6-la eq. 1. 6-lb • kips 121.6 220.5855 203.0659 348 defl/2ft moment moment P' x eq. P' x eq. x-dir. arm x-dir. x-dir. 1:6-la 1.6-lb 0.375 0.2031 24.7000 50.81 56. 76 defl/2ft. moment moment P'y eq. P'y eq. y-dir. arm y-dir. y-dir. 1.6-la 1.6--lb 0. 125 0.0677 8.2333 48. 17'. 48.29 Fbx area sq. in Pall ry Hx By ax P(K1)`''2 24 17.6 306 2. 57 0.264 0.76 5 50500000 2311920 Fby fa K1 ft. K1 in. Kl/ry Fa ay 27 17. 3864 13 156 60, 7004 17. 36 17300000 Fy 36 axial lead req. cap. req. cap. Pall loc. C-7:9, eq. 1.6-la eq. 1.6-lb: kips 11, 17, 19 95 184.7683 173.2767 306 def1/2ft moment moment P' x eq. P' x eq. x-dir. arm x-dir. x-dir. 1. 6-la 1. 6•-lb 0.5 0.2708 25. 7292 52. 52 58. 96 defl/2ft. moment moment P' y eq. P' y eq. y-dir. arm y-dir. y-dir. 1.6-la 1. 6-•lb 0. 125 0. 0677 6. 4323 37. 25 37. 97 axial load req. cap. ,, req. cap. Pail loc. C-13 eq. 1.6-la eq. 1. 6-lb kips 95 191.3333 180.6466 306 def1/2ft moment rnornerrt P' x eq. P' x eq. x-dir. arm x-dir. x-dir. 1.6-la 1.6-lb `. 0.5625 0. 304 7 28.9453 59.08 66. 33 defl/2ft. moment moment P'y eq. P'y eq. y-dir. arm y-dir. y-dir. 1.6-la 1. 6-lb - 0. 125 0. 0677 6. 4323 37.25 37.97 , axial load req. cap. req. cap. Pall lac. C-15 eq. 1.6-la eq. 1.6-lb kips 95 197. 8982 188.0164 306 defl/2ft moment moment P' x eq. F' x eq. x-dir. arm x-dir. x-dir. 1.6-la 1. 6-lb CC.625 0.3385 32. 1615 65.65 73. 70 defl/2ft. moment moment P'y eq. P'y eq. y-dir. arm y-dir. y-dir. 1.6-la 1.6-lb • 0. 125 0. 0677 6.4323 37.25 37.97 axial load req. cap. req. cap. Pall loc. C-21 eq. 1. 6-la eq. 1.6-lb kips • 1 13.3 206.5001 189.0762 306 def 1/2ft moment moment P' x eq. F' x eq. x-dir. arm x-dir. x-dir. 1.6-la 1. 6-lb 0. 375 0.2031 23. 0141 47.42 52. 74 Hardick Associates Consulting and Design Engineers file: ljc2 6/5/87 48 Main St. South Glens Falls, NY 12803 column: W6 x 15 locations: B-6, 7,8,9, 10, 11, 1'2, 13, 14, 15, 16, 17, 18, 19,20,21 C-6,8, 10, 12, 14, 16, 18,20 D-6,7,8,9, 1 0, 1 1, 1'2, 13, 14, 1 5, 16, 17, 18, 19,20,21 Note: calculation of required reinforcement is performed for the worst condition of the W6 x 15 columns measured. plate th. Fy Fe' col leng. load kips x-deflec. y--deflec. x m arm y m arm 1/4" th. 36 21. 6 11 30 0.75 0. 125 0. 34375 0. 057291 Moment of Inertia y-axis sec. Area d Ad in-'3 .1 in. Al^2 1 4.43 0 0 0 i) 9.32 9. 32 2 1.5 3. 12 4. 68 3. 12 14. 6016 0. 007799 007799 14. 60939 3 1.5 -3. 12 --4. 68 3. 12 14. 6016 0. 007799 1 4. 60939 tot. A Tot. Ad Iy in"4 7. 43 C) 38. 53879 Neu. Axis 0 Moment of Inertia x-axis • sec. Area d in. Ad in-'3 1 in. 1 4. 43 0 0 0 C r 29. 1 29. 1 1.5 0 0 0 0 4. 47 75 4. 4775 3 1.5 0 C I 0 0 4. 4775 4.47 75 tot. A Tot. Ad Ix in"4 7.43 0 38.055 Neu. Axis 0 c x-dir. c y-dir. ry in. rx in. Kl/ry Kl/rx 2.995 2. 995 2.2774805 2.263140 57.95878 58. 32603 Sy Sx My Mx 12.867712 12. 70617 10.3125 1.7188 fa fby fbx Fe'y Fe'y " 4. 0376850 i 9. 617093 1.623226 44. 45418 43.89612 Cc Fe value test val. 126. 099'28 17. 393025 0. 718750 0. 718750 if the two above values match the modified column is satisfactory, otherwise ERR appears under test val. column: W6 x 20 locations: B-2,3,4,5,22,23,24 C-2,4,'22,24 D-2,3,4,5,22,23,24, 25 Note: calculation of required reinforcement is performed for the worst condition of the WE x 20 columns measured. plate th. Fy Fe' col lent'. load kips x-deflec. y-deflec. x m arm y m arm 1/4" th. 36 21.6 11 38. 4 0. 43.75 0. 125 0.200520 0. 057291 Moment of Inertia y-axis sec. Area d Ad in"3 1..in. Al-`2 i 5.87 .ii it 0 i) 13.3 13.3 2 1. 5 . 135 4. 7025 3. 135 14. 742337 0. 007799 14. 75013 3 1.5 1335 --4. 7025 3. 135 .14. 74 _33'7 0. 007799 ci tot. A Tot. Ad Iy in"•4 8. 87 0 42.80027 Na'.,. Axis it " 1 Moment of Inertia x-axis sec. Area d in. Ad in^3 1 in. A1•'' in."4Io ire. `4 A1•"2+Io 1 5.87 0 0 0 0 41.4 41. 4 2 1.5 0 0 0 0 4.4775 4.4775 3 • 1.5 0 i t 0 0 4.4775 4.4773 tot. A Tot. Ad Ix in'`4 8.87 0 50.355 Neu. Axis rr c x-dir. c y-dir: ry in. rx in. K1/ry K1/rx 2.995 2. 995 2. 1966530 2.382645 60.09141 55.4i r059. Sy Sx My Mx 14.290575 16.81302 7. 7000 2.2000 fa fby fbx Fe'y Fe'y 4. 3291993 6. 465799 1.570211 41.35482 48.65441 Cc Fa value test val. 126.09928 17. 167368 0.604193 0.604193 if the two above values match the modified Cr lurnn is satisfactory, otherwise ERR appears under test val. FRANK C. HARDICK, P.E. JOB LOCH--AN-. - Consulting & Design Engineer SHEET NO. OF 48 Main Street �$ S. GLENS FALLS, NEW YORK 12803 CALCULATED BY LB /15187 DATE w (518) 792-5411 (518) 792-8451 (H) CHECKED BY NONE SCALE NONE ...................C...6l.,.tlr}..N.......R. .1.1j,1..FlO.R.0 M 14..T........... ..ETA) 1...................... ....................................i..............,..............;......................................................... i i I 11 l i ( 1 1 f • ...................................................................................................,.. I...� � �„�... ...WCox).5.....OR...'..11fa1.(d._x.2.0.......'.............�.........................................<..................................................................................i. : ! , , , . . . .. ii 1 il I I .. ., 1 . . . . . . ‘ , , ... , - , ,, 1 ,, , ,I.................................... ,, ! , , i ,.. I (o_ WIDE STEEL. PLATE 1_1 ., CONTINUOUS FLDOR:TO I .........._...........:........... ......................... .1,............. L.....-I.................POOP...CEIL)NC -. 1.-i . 1P:E.OF..t3ZAM............................................................................ : °c 1I --4 ,........ A I • I A ................. 1 ) ..................................... ... iI i Ij i.............i............. : , I I1 1 I : • ................I...............................................;...........CONCR TE..F`2-OOR..... ........:............:............................................................................. • • * I I. i ....41.. .�, 4;.TU ICK... a NOTE R, .I. 4 ": WELD ORLP EDGES of .. ._. 4 1�3 �1:.3 .... :........... Lr ,:...... .. .EACH Px.A ! P1AT�S....TO......... i...... oR.1Nbz20. ........... ............................................. _.. . .. . ... . ..... ..._ ...13E..i..PR IME......PA1..N 1.7.ED..AF'1TER........ t W 1,.A�NG /M t /�may^ aq '..............S.ac..1.....i0 ...i.....A r- ! ' /Ay: PRODUCT 201.1 Inc,G:oIon.Moss.01471. • ENGINEERING METALLURGY ENVIRONMENTAL CONSTRUCTION • 9akdick Associates Consulting & . •gesign engineetsC 0 py yank C. Matzlick, 2 E 5.18-792-5411 (OFFICE) 4B MAIN STREET 518-792-8451 (HOME) S❑. GLENS FALLS, N.Y. 12801 June 8, 1987 Mr. J.M. Lord Willey Creek Development Company �J� l )4P7- • Watson ,Brook Road, P.O. Box 1070 i! G . • Exeter, NH .03833 Dear Mr. Lord: On May 25,. 1987, this office was asked to review the Log Jam Outlet . Center structural steel columns in the basement by Mr. Mack Dean, Town of Queensbury Building Inspector. It appears the the columns were pushed away from their vertical position when the basement exterior walls were backfilled without any bracing having been installed. A marked-up drawing (F-461-3) and a report, "Report on the Displace- ment of Structural Steel Columns at the Log JTl Factory Outlet Center, L.ake George, N.Y. June 1987" were given to Mr. Mack Dean and Mr. J. Lord, Projectiq4nager of Willey Creek Development Company, the owner of the Log'Jam Outlet Center. This marked-up drawing indicates the field readings taken on May 29, 1987. The readings indicate how much out of plumb each column is in two directions. Calculations were authorized by Willey Creek to design the remedial work required to bring these • columns into conformity with the floor loading of 100 psf which is required to meet the New York State Building Code. A report by this office on the revised loading (50 psf) was given to Mr. Dean and Mr. Lord on June 4, 1987. Design of 100 psf has been lowered to 50.psf until remedial work is completed, inspected and accepted by the Queensbury Building Department. Along with the remedial work on the columns, all connections at the columns which are bolted will have to be field checked and re-torqued. The cross--bracing (DWG F-480-1 ) will have to be field checked for weld cracks. The 5 cross braces in the wood trusses in the main roof will have to be checked to make sure they are nailed securely. When these field checks are complete and the columns stiffened, the floor loading will be re-instated to the 100 psf loading and a. permanent c.o. can be requested from the building inspector. • Very truly yours, C94071,4.. Frank C. Hardick FCH/joh cc: Mr. Mack Dean 1 j L FRANK C. HARDICK PE IL UTIE C0 F u n�Q[1ga I TIMIL 48 Main Street SOUTH GLENS FALLS, NEW YORK 12801 >6 T 7�`5 DATE _ JOB NO. 5 - 12- 6-7 (518) 792-5411 ATTENTION RE: /-, L Ef TO IA I/�A-a_ DEAlU6 17� .�/ue_j/,, y{\�"-�'C �se sua� u u� - ze). ..f �1 "- k— 1-E--A-,5 1"—AL-1—C7 I A)Cif , -r_.---T- q WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints - 0 Plans 0 Samples ❑ Specifications ❑ Copy of letter 0 Change order 6F MA/A) 7-2U9 COPIES DATE NO. DESCRIPTION I MAirL, Dab> 014.a - 7-17Z A -34-76z gam) ��, u6 -A- A-IL- 76,/`"T"2717S 1 tic , /'/11 A M 1 - FL. , MA-2 , l 1 - 67 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections 0 Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS NOTE ,/aAG/AJ , 5 )' C ,COPY TO r SIGNED: C �� � PRODUCT 240.2 (n e J inc,cmtun,mass 01471. If enclosures are not as noted, kindly notify us at once. 1 -LAKE UEURUE .,_ ,.. , • _•. „,. NV 7 F3-016F JT TYPE H LEN Y X (MEMBER) CHORDS MAXIMUM WEBS CHORDS SIZE: LUMBER DESCRIPTION DESIGN CRITERIA MEMBR FORCE HOR OISP SLOPE/12 LOAD UNBRAC. MOOR FORCE \�- 1 HLO1 ONA20 3.0X 6.2 FR-TO ILBSI FT-IN-SX DEPTH IN (PLF) LENGTH FR-TO (LBS) 1- 4 2% 6' NO.1 KO15 SO. PINE TOP CH. LL= 65 PSF 2 INO2 GNA20 4.0X 3.9 4- 7 2% 6. NO.1 KD1S SO. PINE DL= 15 PSF 3 IN02 GNA20 4.0X 3.9 2.50( 3-11) 1- 2 968C 7- 5-12 6.430 160.0 5.9 2-12 71T 7- 1 2% 4i NO.2 KD15 SO. PINE BOT CH. LL= 0 PSF i 4 PKII ONA20 5.OX 4.7 2- 3 263T 6-11- 4 6.430 160.0 6.0 2-11 1253C DL= 5 PSF i 5 IN02 ONA20 4.0X 3.9 2.50( 5- 9) 3- 4 229C 7- 0- 0 6.430 160.0 6.0 3-11 1811C ALL WEBS 2X. 4'. NO.3 KDIS SO. PINE TOTAL LOAD= 85 PSF 6 INO2 GNA20 4.0X 3.9 4- 5 229C 7- 0- 0 -6.430 160.0 6.0 3-10 646T 7 HLOI GNA20 3.0% 6.2 5- 6 263T 6-11- 4 -6.430 160.0 6.0 4-10 888C THIS TRUSS IS DESIGNED TO SUPPORT VERTICAL SPACING= 24 IN. C/C 8 INI1 GNA20 2.0% 2.3 6- 7 968C 7- 5-12 -6.430 160.0 5.9 5-10 646T LOADS AS DETERMINED BY OTHERS AND SHOWN ON 9 IN02 GNA20 3.0% 3.9 2.25( 5- 9) 7- 8 854T 7- 5-12 0.000 10.0 10.0 5- 9 I8I1C INPUT LISTING. VERIFICATION OF LOADING. INPUT DEFL. L/240 10 IN03 GNA20 3.0% 7.8 8- 9 854T 6-11- 4 0.000 10.0 10.0 6- 9 1253C :DEFLECTION LIMITATIONS. FRAMING METHODS. • 11 INO2 GNA20 3.0% 3.9 2.25( 3-11) 9-10 232C 7- 0- 0 0.000 10.0 6.3 6- 8 71T WIND BRACING OR OTHER LATERAL BRACING THAT INCREASES(PER CENT) 12 IN11 GNA20 2.0X 2.3 10-11 232C 7- 0- 0 0.000 10.0 6.3 IS ALWAYS REQUIRED. IS THE RESPONSIBILITY LUMBER= 15 NAIL= 15 11-12 854T 6-11- 4 0.000 10.0 10.0 OF THE PROJECT ARCHITECT OR ENGINEER. ' TCH LS= 15 BCH LS= 15 SPLICES 12- 1 854T 7- 5-12 0.000 10.0 10.0 2- 3 SPIO GNA20 4.OX 6.2 NAIL VALUES(PSI).NET 5- 6 SPIO GNA20 4.OX 6.2 MAX. PURLIN SPACE= 5.9 FT. . MAX. UNBRACED BOT.CH. LEN.= 6.3 FT. CHORDS 'WEBS . 9-10 SPIO GNA20 3.0% 6.2 1-l%4 LAT. BRACE REDD. AT 1/2 LEN. WEBS 2-1) 3-11 4-10 5- 9 • MAX MIN MA% MIN 10-11 SPIO ONA20 3.OX 6.2 1-1X4 LAT. BRACE REDD. AT 1/2 LEN. WEBS 6- 9 - GNA20 227 227 227 227 • THIS DESIGN DOES NOT MEET TPI-85 MINIMUM NOTE: LATERAL BRACES AND PURLINS INDICATED FOR TRUSS MEMBERS • RECOMMENDED RESIDENTIAL DEAD LOADS. ARE REQUIRED TO REDUCE BUCKLING LENGTH OF MEMBER. AND SHOULD , BE NAILED TO TRUSS MEMBERS WITH MINIMUM OF 2-100 NAILS. . DESIGN SPECS. FOR LIGHT METAL PLATE PROVISIONS MUST BE MADE AT ENDS OR SPECIFIED INTERVALS CONNECTED WOOD TRUSSES. TPI.1985 TO RESTRAIN OR ANCHOR LATERAL BRACING. BY OTHERS. .• Cautions Connector plates are designed for forces REFER TO GANG-NAIL TECHNICAL BULLETIN • 164 FOR FRAMING PRODUCTS APPLICATION shown only. Increase plate sizes as necessary for • . handling on joints,such as heel,hip_,peak,splices,etc. GANG-NAIL "BTC" RECOMMENDED FOR.LATERAL 1 .� T•-E-R"1.`[�1'� RESTRAINT OF NON-BEARING PARTITION WALLS .!rylLl ' 00A6 4.f.,� S GANG-NAIL "BTA6" RECOMMENDED FOR .00 N ,4, i • CONNECTION OF TRUSS TO BEARING WALLS • . N �G. / 21- 5- 0 / 21- 5- 0• ❑ • y ' k _ �tojam,, g _ • c .. CO.'. ; c. � rn. Ifff 2_ -.- t%.;. g.- V .f ',p6'0 2 2 ::•"<c I • .� • a 1 ' ,• • - El11-Ll-is . • 12 1 4 9 Al 12 6.43 I--- 6.43 r '• GROSS BRG JT REACT IN-SX e - w MY w I 1099 3- 8 - -4- 19 2541. 3- 8 12 11 - 10 Cl I ❑8 �7 • is CAMBER= 0-0/8 I I I' !MI ,{� 42-10- 0 1 /{' 1 • 1 • I I • • Handling&-Erection 'Miscall information .Bracing information Connector Hardware Lumber il Gang-Nall syut.ms,Inc. CARELESS HANDING Of COWONDNTS SNAIL NOT BEI[RWTIED THIS DATA SHEET AND THE DOORMAT ION HEREON,IS THE PROPERTY Of OATIG WI ALL LATERAL DENCwN SPECIfYO IS TON CCNNECTORPLATESAIMNANUFACTUREDIN LWBEY MUST CEM A CAADE f pp.00.5S-ZDRT AMP•MI.M,Flood.3115S4SWl I • TEMPORARY AIO PERWNENI BNELINc FOR HOLDING COMPONENT MIDAS.INC..AND IS NOT TO BE COPIED W MOLE ON W PART,OR USED FOR BRACING INDIVIDUAL WED MOWERS AND ACCORDANCE WITH TPT PARE fROY All APPROVED loch:IBOSI B•AD•]°•IYIb.W PATS:(•00l OZT-GO•I • PLUMB AND FORREMSTWGLATERAlf9..SHALL BE OES.:NEOA[O UNALITND112ED E.RDTA'ON Of THE HENS DISCLOSED NO.IN.OR W ANY OIMR MAY MUST DE...STALL. PLATES MUST OE INSTALLED W BOTH FACES ...NON BUREAU AND MUST • 00.00 WATB:MEW 432-2600 • INSTALLED BY OTHERS.NO LOADS APE TO BE APPLIED TO THE CON DISCLOSED ON USED NM fUIINISHNGINfCIWTONIG OTHERS - WEBBNACESED ALONG ADE'CBE Of PLATESNIEL uNBIA MUSTWITN TEETH FURY EMBEDDED DE Of THE SIZE ANO SPECIES • -. - • ' PONENTUNTIL AS TER ALLDEACWOA.O FASTENINGS ARE COMPETE THE USE Of THIN COMPONENT:LNLLBE SPECIFIED Art THE DESI.ER Of THE CONFUTE (COOLLY SPACED WEB LENGTH. BE Of TIRE SIZE.GAUGE AND SHOWN AND EGWI TOONDfTTER AT NOVAE SHALL LOADS GREATER-Da.DESK LOADS•C APR. STOTUINRE. CHORD MEMBERS ARE ASSUMED TO BE I AT. CAPACITY TOOWN THAN ENE MUM SPECIE.. 'I TO THE COMPONENT. OOTMN ALL NECLSSMY TES RUCTURECES.APPROVALSICS INSTRUCTIONS MON THE ERALLY RESTRAINED BY SI.fADUNG.P.N. REFER THE•AUTOTRUSS."OOWI DETAE 1YR 11.1987 CARE MUST BE EXERCISE°TO.YS'M�COWONENE AT PROPE DESIGNER Of THE COMPLETE SURGED.BEFORE USN°TINS COMPONENT. TINS ON CEILING MATERIALS. SHEET TOR DEFINITIONS Of JOINT TIPES AM Design Criteria CHARTER MEMBER • BEARING AND ANY OM PIOTRII COII0HLM ALL E THE O NOT COI THIS PESIC UVE pOESIOT WET LOCAL BURDYOCDD[RLODq[• 0ITIONAL IN TOOPLATETiONS BRACING THE OHE>I• DRA.S.O.ABOUT POINTS MILLESS OlH(fl THE DESICI AND T. OW '�( GANII TES SIST[MS.INCC EAERCYS NO CONEHC A..ACCEPTS WORN THIS UNAWING IS SIGNED MD.IT SHOWN GN ON THE B SIS°,NC.K AOVIDED Y S4NEFI Of :S TO BE PIE STRu BY THE%• DW[NLOhS ARF S.IOWH TENNIS SPECIE..ONTI ARE IT SUB H MO R[SPOIISIBNIIY/OR T.fABRI fONIIONDLE1O.51MPIfXEAIO OulY 11.E STRUCT.NAI DESIGN Of THE.IT 5110WHON THE BA5150Z DATA PgVlDE00T SIGNER Of THE LOUPlf1E 5TRUCTY�f. • STANIAI CONIOFUNY WITH THE TPI INSTALLATION OF COMPC.LHIS DM CUSTOMER AND SHOWN ON TNIS DRAWING AIEST REVISION Of NOS NEC I . AND IR - �•.- • I •. - IMPORTANT: READ ALL NOTES ON THIS DRAWING! 1 I Y. F.' r ►cr tk- 7owrt QueertJZafry � a� QUEENSBURY TOWN OFFICE BUILDING - !4 5 � a• 14^ cT�is ti t5?4 Y-25-1 BAY AT HAVILAND ROAD QUEENSBURY, NEW YORK, 12801 TELEPHONE: (518) 792-5832 May 6, 1987 Mr. Michael Fitzgerald, Const. Super. Log Jam Outlet Center Route 9 Lake George, New York 12845 Re: Correction of defects during construction The following "punch list" compiled to date by the Queensbury Zoning and Building Department must be rectified prior to the issuance of a Certificate of Occupancy. Please be advised that any further deficiencies found in subsequent inspections shall be added to the "punch list" of corrections. 1. Foundation cracks at column support exterior of westend wall - must be corrected in accordance with generally accepted stand- ards. A suitable pilaster would probably be sufficient, however, you should consult with the design engineer. 2. Rear foundation wall lacks proper expansion joints - consult design engineer for proper correction. 3. Rear exit stairways/landing must be replaced or rebuilt in accordance with Uniform Code requirements (attached) . Where there are 2 exit doors opening onto 1 landing, there must be 1 stairway for each exit door. Please submit plans for our review/approval. 4. Front walkway - a) Facia must be straightened in acceptable workmanship like manner, b) Wooden columns shall be boxed in with acceptable material so as to minimize splintering, warping and rapid deterioration. 5. Septic tank must have sanitary tee installed at inlet. 6. Fire and smoke stops must be installed between cellar ceiling and floor above as per Uniform Code requirements of 771.5 (attached) and, specifically, section 771.5c-6 7. Should further substantial settling of west end of walkway occur, walkway will have to be replaced for entire length of area affected. Should you have any questions regarding above, please contact me. Mack A. Dean cc: Frank Hardick, P.E. Zoning and Building Codes Administrator SETTLED 1763 . . . HOME OF NATURAL;BEAUTY . . . A GOOD PLACE TO LIVE 1 a i a n r 1,36 BUILDING CONSTRUCTION • ' than two consecutive stories when in compliance with 771.4h-3 and 771.4h-5. 764.1b Stairways shall be of the fixed type and shall be arranged and • '` constructed for safe ascent and descent.Stairs shall be of sufficient width to ; .:a serve the occupants. 764.1c Ornamental stairs with winders shall have minimum tread length of 5 feet. If winders are used, tread width exclusive of nosing shall not be less than 7 inches at any point. 764.1d Treads, risers, handrails and railings shall comply with the require- ments of section 765.4, except that open risers are permitted when stairs are • unenclosed. PART 765 EXITS r , 765.1 General Requirements :, 765.1a Every building and structure shall be provided with exits,which shall be arranged, constructed and proportioned in number and width to the ' number of occupants, the construction and height of the building, and its {== fire protection equipment, so that all occupants may escape safely from the building in case of emergency. 765.1b Safe continuous exit shall be provided from the interior of the building or structure to a street or other legal open spaces at grade level .„ ,{ ; t ', connected to a street. Railings, curbs, or other effective barriers shall be °..;'.� provided to insure that automobile parking or other obstruction does not encroach on the space required for exit travel. ;, f ( 765.1c A required exit from habitable, occupied or public space in a building shall not lead through a kitchen serving a public dining room, a !' garage, or a moderate or high hazard occupancy. 765.1 d Exits shall be enclosed as set forth in table III-704 except as set forth in sections 765.6 and 771.4g. , 765.1e The required width:of exits shall not bediminishedthroughout the . -path of travel to the exterior'of the bu- ilding:,Exits shall be plainly marked with --directions to a designated termination at a place of safety, as provided in Part 1033, and shall be lighted at all times by natural or artificial light of intensity sufficient for safe travel. 765.1f Exit from any room may lead, through other rooms of the same tenancy except exit shall not load through bathrooms or kitchens. Each tenant's space shall be provided with means of egress to required exits. r ' li ,•` 148 BUILDING CONSTRUCTION 765.4a-6 Noncombustible stairs, at least 22 inches wide, having an inclina- • „ x tion of not more than 60 degrees to the horizontal, are permitted as exits from open mechanized parking structures not exceeding eight parking • levels in height where no persons other than employees are permitted above ► the grade-level story. Such stairs shall extend continuously from the street ,-„jr parking level to the roof with an unobstructed landing at each parking level; �` open sides shall be guarded with substantially constructed screened Yf enclosures or railings at least 36 inches high, floor openings shall be protected with adequate railings; handrails shall conform to the require- . ments of table IV-765. 765.4a-7 Terminal and intermediate landings shall be at the same level as the floor of any story from which doors are provided for entrance or y ' departure to stairways. Such landings shall be at least 6 inches wider than any door opening upon them and at least 42 inches wide, but in no event less - . ' than the width of the stairway of which they are a part. There shall-be a.' ' ' ' ' ; .....clearance of at least 22 ruche m• h S{fro t e.edge gfra.doortQ�eyobstruction at..� ,, ' r 1 I any pomt;en the arcof its swing except that in buildings of group C3 F .. Y i ; occupancy such clearance shall beat least 44 inches. Door saddles, if any, a-, a shall not be more than 3/4 inch high and their top edges shall be beveled or €,.3 " ' ' " . i` ;�H j' rounded, except that in garages, door saddles shall be not more than 21 !„ t ?1; 1 inches high: 0 .. ; ' ii 'I 765.4a-8 A unit of width for stairways shall be 22 inches. Credit for fractionz_. +, . ': of units shall not be allowed except that a credit of one-half unit shall be ` , I allowed for 12 inches of clear width added to one or more 22 inch units of s" 'ii , width.The capacity of stairways-shall be in accordance with table VIII-765, ,, ' 1 1 ; except that where the,story height exceeds 10 feet, the tabulated number of 4 :, ''''r , '1I 1 f persons per 22 inch unit may be increased by one for each 16 inches of r • ' height in excess of 10 feet, plus one person additional for the each 5 square L fi feet of unobstructed floor space on the landings within the stair enclosure. ,v , The depth of landings and platforms shall be equal to the width of the stairs. 4 ' * . . The stairway capacity may be increased by 100 per cent and the door capacity by 50 per cent where the entire building is equipped with a sprinkler system that is not otherwise required. No exit stairway shall exceed 132 ►;, , ., inches in width. ,.•,, t .. 765.4a-9 Treads shall be set level and true, and top surfaces shall not vary ... ,,, r + ,-.., ' more than '/8 inch in any-run.Risers shall not vary more than '/8 inch in height ,-. on any run. Stair treads and landings shall be provided with nonslip surfaces. ' , 765.4a-10 Stairs or steps shall have not less than three risers except as z +, t 1,*,,,„; . . provided in 765.5a-8. Such stairs or steps shall have a guardrail in the open side, or a screened enclosure as set forth in 765.4c-2. F2 . . • • • . . •!,•;w'4 • . „•__ • _ • /- - f!. . . . • •\.. •&,, , . . BUILDING CONSTRUCTION 149 - . a 765.4a-11 Stairs less than 44 inches in width shall be provided with a ' Si handrail on at least one side,and if 44 inches or more in width,on both sides.with ;F r If stairways are 88 inches or more in width, they shall also be provided :_.:• ;. .,,.F intermediate handrails spaced not more than 66 inches on center. Handrails =;r may be of wood. y - - 765.4a-12 Landings shall be provided with guardrails on their open sides. 765.4a-13 Handrails shall be started at the first tread both top and bottom i and shall have no obstruction on or above them tending to break a handhold, : .. and the ends of handrails shall be returned to the wall or newelp TABLE IV-765 DIMENSION REQUIREMENTS FOR EXIT STAIRS, •'iF,Lt' 3 : 6 � �?ft. HANDRAILS,AND GUARDRAILS : ;;` fs? , ... Minimum' Maximum t s .:zit Component Height Length Width Height Length Width : ,',;=. • Vertical rise of any run of stairs: "'"-.'!; > ,, 8 ft.4 ,.�I' I� .,la.r. .. • Group C5 occupancy , Other than group C5 I Headroom over landing ' floors and tread nosing _ 44 in.� ' 132 in. 11 ;:: At f.4 ,,,,. Stairway — - , ,, r r; l r,1: g' 50 in.3 44 in(_ 1 T;:•. Landing: I ' ,: °• -r Terminal l , ���:,,.,. Intermediate 44 in. 44 in. _Y. z 44 in. `9'/z in. 132 in. ; ; ! - p it.; y. Tread exclusive of nosing 'G,,`, 44 in. 73/4 in. 132 in. i j # ,: Riser �; i,.�•� Handrail: 36 in. I I Top above landing floor 33 in. 30 in. 36 in. i �� .:- Top above tread nosing I , 4f, tr Projection from finished 3'/z in. <i liit7 wall I, {,`,: , " Clearance to finished °, `«' 1'/z in. y , r. wall �-.• Guardrail: ` ` Top above landing floor 33 in. •}x.. Top above tread nosing.... 30 in. ' For exceptions,see 765.4i. I , 2 The product obtained by multiplying height of riser by width of tread,expressed in inches,shall be not less than 70 nor more than 77%. `i,.."ak'• 3 42 inches in 36-inch wide stairways. 4 121/2 feet in exterior stairways. `" ••J Fret: Itf4p'i„ _ 765.4a-14 Not more than two required stairways shall discharge through a I ; r_. common passageway or lobby on the grade-level story to each street, ' except .,. that in buildings of group C5.5 occupancy not more than four such stairways may discharge through a common passageway or lobby. ___-- __ 1 S'' Y + Y q- lirr,7rAf,S# ,kkFF y * '1i !�R ICY' ' 't f .1" is $ 1 i c .•` 4 '•T y.,. w *�f,w.l ' , 2. „ 3' i *".,', , Y L"u '_'. _ H i" ' 150 BUILDING CONSTRUCTION k 765.4a-15 No winders shall be permitted in required stairways. 765.4b Interior Stairways ,4...1e. 765.4b-1 Stair treads, risers and landings shall be solid, except that stairs from boiler, engine or mechanical equipment rooms, or from buildings or w$ ;. structures without enclosing walls, may have perforations or openings not exceeding '/z inch in lesser dimension. 765.4b-2 Stairs, treads, risers and landings shall be constructed of non- combustible material, except in buildings of type 4 or 5 construction two • stories or less in height. 764.4c Exterior Stairways . ' ' , ! 765.4c-1 Exterior stairways shall terminate in a legal open space, with ;; I access to a street.No part of an exterior stairway shall be within 5 feet of any ' interior lot line. ` . I ,I 765.4c-2 Access to exterior stairways from_any_floor area-shall be through I j i exit doors at floor level.The platform on which the door opens shill be not a `, I. less than 4 inches nor more than 7%inches below the floor level,Or the door ': , shall open`on_a landing having the same level as the floor of that story,where .. : means are provided to,prevent accumulation of.snow and.ice on the landing.j,' 1 Perforations or'openings; not-exceeding-Y-inch irilesser dimension, are ' I permitted in treads, landings and platforms. In buildings three or more stories high, open sides of exterior stairways shall be protected with I; substantially constructed noncombustible screened enclosure at least 48 inches high, except that in buildings of group C5.5 occupancy such screened enclosures shall be at least 60 inches high.Adjacent wall openings • ,: •I shall be protected in conformity with 770.3a. 765.4c-3 Exterior stairways constructed of wood are permitted on buildings of type 4 or 5 construction provided that such buildings do not exceed two stories in height. Bearing and supporting members for such stairways shall be not less than 4 inches, and all other members not less than 2 inches in t.' " their least dimension.Balconies and platforms shall be securely attached to k4,s a wall or supported by columns. Treads and risers shall be as set forth in table II-770.Exterior stairways of wood shall not be permitted on buildings of .`F`•' -, group C5, C6.2 or C6.3 occupancy. 1 • 765.4c-4 The platforms and landings shall be guarded by railings, and the s' stairs by handrails, conforming to the requirements of table 11-770. • '' yam, "' . 765.4c-5 Exterior stairways and landings on buildings more than 2 stories in height, of group C5 occupancy, shall be protected with suitable overhead noncombustible construction. • . ,, 1 190 BUILDING CONSTRUCTION 771.41-5 In buildings of group C2, C3.1, C3.2, C4.1 and C4.2 occupancy equipped with an automatic sprinkler system, an opening in a fire wall or separation other than a shaft or stairway enclosure,not exceeding 35 square feet in area, is permitted without an opening protective provided such opening is protected by a sprinkler head on each side of the wall in lieu of an opening protective. 771.41-6 Openings in fire walls and fire separations shall not exceed an area of 120 square feet or an aggregate width of 25 per cent of the length of the wall,except that one opening in each story may have an.area of 240 square feet, providing the building is equipped with an automatic sprinkler system. 771.41-7 Service openings for incinerators shall be equipped with self- closing 3 -hour opening protectives arranged so that there is not opening into the flue when the hopper is being filled. In buildings of group C2,C3.3,. C4.3,C5.4,C5.5,C6.2 and C6.3 occupancies,such service openings shall be located in separate rooms enclosed by construction having a fire-resistance rating of at least 3A hour. • 771.41-8-Exit doors in`fire=rated corridors, except in firewalls, stairway and hoistway shafts, shall be permitted to be of combustible:construction provided that the door and frame bear the rating classification of a nationally recognized testing agency as required by table III-771. 771.5 Firestopping 9"2771.5a General Requirements. Concealed spaceRnavithin wall, ceiling, partition, floor, stair, attic or cornice constructionaround chimney, pipe and duct openings in such construction, and between tenancies, shall be firestopped or filled with noncombustible material to prevent the passage of flame, smoke, fumes, and hot gases. 771.5b Materials . 771.5b-1 Fire stopping or fill shall be of nonflammable material which can be shaped, fitted and permanently secured in position. 771.5b-2 Noncombustible firestoppingmaterias shall be used in buildings of type 1 and 2 construction,and also around fireplaces,flues and chimneys in buildings of any type of construction. 771.5b-3 Combustible firestopping materials shall be permitted inbuildings of type 3,4 and 5 construction,except as provided in 771.5b-2 of this section. BUILDING CONSTRUCTION 191 • 771.5c Location 771.5c-1 Concealed vertical spaces in walls and partitions shall be filled with noncombustible material, or firestopped at each floor level and at the ceiling of the uppermost story,so that such spaces will not be continuous for more than one story nor communicate with concealed horizontal spaces in the floor or roof construction. 771.5c-2 Where combustible furring or nailing strips are used between ,.: ;, ' interior finish and a noncombustible base, the concealed space shall be 1: filled with noncombustible material or firestopped so that no dimension , ' exceeds 8 feet vertically or 20 feet horizontally. r' 771.5c-3 Space between floor joists,where ceilings are attached directly to = ; the joists, shall be firestopped "`-°' 1 for the full depth of the joists at all points of ,., support, under supported walls and partitions having a required fire- resistance rating, and under all permanent partitions. 771.5c-4 Concealed space in stairs shall be firestopped so as not to communicate at the top and bottom of the stairs with concealed space in the floor construction. 771.5c-5 Exterior cornices and eaves shall be firestopped at the ends of fire and party walls and at intervals of not more than 20 feet. 771.5c-6 In buildings of ype 3 4 anri&rnnstructiQn,the space in attics,or between combustible floor or roof construction and a ceiling, shall be firestopped between occupancies or tenancies,except that no area of such concealed space shall be greater than 3000 square feet. 771.5c-7 In buildings of type 1 and 2 construction,concealed spaces above a ceiling shall be firestopped or divided with noncombustible material into areas not exceeding 5000 square feet, with no dimension greater than 100 feet.Solid web steel beams or girders may serve as part of such firestopping. . Where access is provided to the concealed space, such access shall be through a single opening having dimensions not exceeding 3 feet in either direction. PART 772 INTERIOR FINISHES, INTERIOR FLOOR FINISH, TRIM AND DECORATIVE MATERIALS 772.1 General Requirements 772.1a Interior finish materials used for acoustical correction, surface ENGINE ERING METALLURGY ENVIRONMENTAL CONSTRUCTION-_,. Mattlick cAssociates Consulting &• design engineets . Sank C. Matdick, P'. e 518-792-5411 (or_FICE) 4B MAIN STREET 51S-.792-S451 (HOME) • SO. GLENS FALLS. N.Y. 12801 • April 23, 1987 . : 'To Mack Dean, Building Inspector and Zoning Inspector �. Town of Queensbury ' -, From:, Frank C. Hardick, P.E. - . Re . Log.Jam Outlet Mall . Attached to this letter. is drawing F-480-1. This drawing.has the revised_ bracing details for wind loading which the client requested changed from the original drawing-F-469 which is now obsolete. . As per our conversation in March and passed on to the contractor,, , the location •s of the fire-walls in the roof area are shown on ' '. drawing F-480-1. • . Field changes between the owner and contractor are as follows: • - 1 . A.235 lb. asphalt shingle roof has been installed in lieu . of the 300 lb. 2 tab asphalt specification on• the drawing. - 2. The truss on the west peak of-the building was changed. . Until documentation of this truss from the supplier is . . . reviewed and accepted by this office, it is not considered' a part of the design of this building by this office. . • . .3. The trusses .which were substituted for headers on the covered walkway have the same conditions attached to them as described in item 2 -above. 4. A double thickness of z". exterior grade-plywood was substituted for the 3/4 " exterior grade t&g plywood on the roof areas with the approval of this office. ENGINEERING METALLURGY ENVIRONMENTAL CONSTRUCTION • Matdick eAssociates ® ,74 CI Consulting & gIsign engineers 9zank C. L}Ca'idick, 2 E. 51B-792-5411 4 WOODSIDE AVENUE (24 HOUR NUMBER.) SO, GLENS FALLS, N. Y. 1.2.801 518-792-8451 April 8, 1987 • Mr. Mack Dean, Building Inspector sfe& //gr Townof eerisbu- !u ry Glens Falls, NY 12801 Re: Log Jam Factory Outlet Mall, Lake. George, N.Y.Fire Walls. Dear Mr. Dean: Per our conversation on April, 8, 1987, it is agreed that 5/8" sheetrock will be placed every 20' from the ceiling to the peak in the area above the•first floor .ceiling to act as a curtain wall for fire control needs. This curtain wall will adequately compensate for the design conditions needed for.ventilation in the peak of the roof. Soffet ventilation is provided with a continuous vent in the ceiling of the .covered walk. Outside air moves through this vent into the space above the first floor and out the vent at the ridge. Thank you for your consideration in this matter. Very truly yours, Frank C. Hardick FCH/joh cc: Willey Creek Development Company e ENGINEERING METALLURGY ENVIRONMENTAL CONSTRUCTION (9-Ca'zdick (Associates - Consulting cc? glsign enginee'.s nankC. Ma'zdick, 2 518-792-5411 4 WOODSIDE AVENUE (24 HOUR NUMBER) SO. GLENS FALLS, N. Y. 12801 516-792—B451 October 29 , 1986 Town of Queensbury Building Inspection Department Town Office Building Bay Road, New York 12801 RE-,:Log Jam Mall Building Permit Dear Sirs: The drawings submitted to date on the Log Jam Mall conform to both the New York State Building and Energy Codes. The drawings on the interior and elevations which are being done now will also conform to both Codes. Sincerely, Frank C. Hardick, P . E. q 3 own o Queeni Aar "CI A !I QUEENSBURY TOWN OFFICE BUILDING '.. .y �SZd ' BAY AT HAVILAND ROAD FIRE MARSHAL QUEENSBURY, NEW YORK, 12801 TELEPHONE: (518) 792-5832 TO: The Building Department Town of Queensbury FROM: N. W. Bodenweiser, Fire Marshal DATE: OctOber 28 , 1986 SUB: Commentary on Plans I . Log Jam Center 1. Egress dimensions not sufficient for comment regarding fire equipment access . 2 . No electrical drawings. 3 . Interior finishes not shown. II . Community Workshop (Addition and Renovation) 1. Lacking alarm pull station locations. III. Adirondack Manor 1. Plans are excellent. 2 . Additional exit signs al all tee hallway connections are required. SETTLED 1763 . . . HOME OF NATURAL BEAUTY . . . A GOOD PLACE TO LIVE