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2005-019 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20050019 Date Issued: Thursday, March 26, 2015 This is to certify that work requested to be done as shown by Permit Number P20050019 has been completed. Location: 323 QUAKER Rd Tax Map Number: 523400-296-020-0001-007-000-0000 Owner: R& P QUAKER REALTY, LLC Applicant: NEMER FORD This structure may be occupied as a: Commercial Addition By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property 4J zt owner of the responsibility for compliance with Site Plan, Variance, or VVV other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050019 Application Number: A20050019 Tax flap No: 523400-296-020-0001-007-000-0000 Permission is hereby granted to: NFW..R FORD For property located at: 323 QUAKER Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: ROBERT & PETER NEMER PO BOX 9 Commercial Addition $59,000.00 Total Value $59,000.00 DIAMOND POINT, NY 12824 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2005-0019 NEMER FORD FACADE WORK TO FRONT OF BUILDING $100.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday, January 28, 2006 (if a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the T n of jeen7� A", nuary28, 2005 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement ' Permit No. Building&Codes Office-Department of Community Development-Town of Queensbury Fee Paid 742 Bay Road,Queensbury,NY 12804 Recreation Fee Dave Hatin,Director codes@aueensbury.net Phone: (518) 761-8256 FAX: (518) 745-4437 Principal Structure Building Permit Appli Application & Plans subject to review before issuance of a valid permit for construction. Instructions: A permit must be obtained before beginning construction. No inspections will be made until the applicant has received a valid building permit. All applicants' spaces on this application must be completed and must appear on the application form. Applicant/gu4elw TrZoY MbwIp4EMe-rV 6govP,We• Owner: ► &AEC Fa RZ Address: Po QoK 928 Address: 3Z3 QUAKAp- R&l> - agy, DIY 12181 Q 6 06&JsdRY. NY 12.t3Oc� Home Phone: 27Z-9990 Home Phone: Me?-Ma Email Address: Email Address: Cell Phone: JCell Phone: FAX Phone: Z-7Z-139S5 FAX Phone: 19$-016G Person responsible for supervision of work with respect to building and codes compliance: Name: Atjopgw 'Ptr PC. Address: Pa Box IZ114- ALa&,-rf tdY IZZIZ- Z114 Phone ? /44s- Location of proposed construction: Lot No. Legal Address: 3Z3 Q,;A1adi; RoAb Tax Map Number: a-°I fio.ZG-l- 7 Subdivision Name: Estimated Cost of Construction: $ $9. cx)o Proposed construction is for: —Residential Use X Commercial Use Name of Business: MEMER- FOkO TOIL r _i-JS BURY BLIi1 C'L l"L �D CODE If proposed construction is an addition,what will use of new addition be New Addition Alteration Proposed Construction Is'Floor 2^d floor Other Total Proposed structure (Occupancy Type) Sq.R. sq.ft. Sq.R. Square feet Height Ft.&In. Single-Family Dwelling Two-Family Dwelling Townhouse Multifamily Dwelling Number of Untts: Office Mercantile Manufacturing Other: Aum SaL65 Attached Garage 1, 2, 3 Type of Heating System: Electric, Oil, Gas, Wood, Forced Hot Air, Baseboard, Other: WA If a fireplace and/or woodstove are being installed, please refer to a separate application. Applications are subject to Zoning Administrator, Code Compliance, and Structural Plan review. The Building and Codes Office will allow commencement of your proposed project only after issuance of your permit. Declaration: Please sign below after you have carefully read the statement: To the best of my knowledge,the statements contained in the application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Codes,the Zoning Ordinance,and all other laws pertaining to the proposed work shall be complied with,whether specified or noted, and that such work is authorized by the owner. Further,it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrator or Director of Building and Codes, an As-Built Surve by a licensed surveyor,drawn to scale,showing actual location of all new construction. �e_f del- The application of dated is hereby approved and permission granted for the construction,reconstruction or alteration of a building/and or accessory structure as set forth above. Date: Authorized Signature: C:\Documents and Settings\Mike\Local Settings\Temporary Internet Files\Content.IE5\8IS5AVS9\Principal Structure Permit Application.doc V:12/14/04 Building&Codes Office-Department of Community Development-Town of Queensbury 742 Bay Road,Queensbury,NY 12804 Dave Hatin,Director codes@aueensburv.net Phone: (518) 761-8256 FAX: (518) 745-4437 Principal Structure Building Permit Application Application & Plans sub'ect to review before issuance of a valid permit for construction. Date:-01.111105 Applicant/Builder Signature: /�h�iyac�y The application of dated is hereby approved and permission granted for the construction, reconstruction or alteration of a building/and or accessory structure as set forth above. Date: Authorized Signature: C:\Documents and Settings\Mike\Local Settings\Temporary Internet Files\Content.IE5\81S5AVS9\Principal Structure Permit Application.doc V:12/14/04 AWTRor AFAXZ Construction Management - CROUP, /nc. Pre-Engineered Buildings January 12, 2005 RECEIVED JAN 13 2005 Town of Queensbury Department of Community Development TOWNZONING OFFIPE � Building & Codes Office ,� 742 Bay Road R 17-O - . D Queensbury, New York 12804 Attention: Craig Brown T& Reference: Nemer Ford In accordance with our phone conversation, we have prepared the attached Building Permit Application for fagade work at the above referenced facility. There will be neither additional floor space added nor modifications to any of the mechanical/electrical systems. The scope of work entails re-facing the existing metal fagade panel with an Exterior Insulation Finish System (EIFS) and construction of an entrance tower at the front entrance. I have enclosed structural drawings prepared by Andrew J. Donovan PE PC as well as architectural drawings prepared by Northfield Design for your review and comment. Upon your review, we will have a check forwarded for the fee amount. Please feel free to contact our office with any questions or comments. Sincerely, qb Michael J. Hart President MJH/wml P.O. Box 928 • Troy, New York 12181 • Telephone: (518) 272-9990 • Fax: (518) 272-8955 www.troymanagementgroup.com Q--ZIPM Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: .. am/pm Depart: anvpm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: �- NAME: 'p �� PERMIT* LOCATION: I INSPECT ON: TYPE OF STRUCTU : Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place T Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 . o y for wet areas under slab fill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L,:\SueHemingway\Building.Codes.Inspection.FORiMS\Foundation Inspection Report.doc January 28,2003 Town of Queensbury Building&Code Enforcement t. Office No.(518)761-8256 Commercial Final Inspection Report Inspection request received: Name: Inspected on: Location: Arrive: = s m. P.M. Permit No.: Inspector's Initials: COMMENTS Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10'or Equivalent Interior/Exterior Guardrails 42 inch Platform/Decks Interior/Exterior Balusters 4 inch Spacing Platform/Decks Stair Handrail 34 inch—38 inch/Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 sq.ft. All Doors 36 inch w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36"(w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay Relief Valve, Heat Trap/Water Temperature 110 Degrees Maximum Boiler/Furnace Enclosure 1 hour or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/z doors >10%>1000 sq.ft. '/<Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour,3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping,3,000 sq.ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan,if required Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets/Mirrors Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 inch,Checkout 36 inch Handicapped Ramp/Handrails Continuous/12 inch Beyond[Both sides] Active Listening System and Signage Assembly Space Final Electrical/Flex Gas Piping Bonded Site Plan/Variance required Final Survey, New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4" j s� Water Fountain or Cooler Building Access All Sides by 20'/Drivable Surface 20'wide .f �^?�� Special Inspections/Engineer or Architect Approval Okay To Issue Temporary or Permanent CIO Okay To Issue C/C Commercial Final Inspection_11 27 12 q- 11 Foundation Inspection Report Office No. (518)761-8256 Date Inspection re e cei ed: 4 / Queensbury Building &Code Enforcement Arrive: a Depart: pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: v NAME: k�mer- �O r4 RMIT#: LOCATION: 1 INSPECT ON: 3 6 TYPE OF STRUCTURE: _ Zr omments N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. oun anon/Wallpour Reinforcement in Place _ Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FURMS\foundation Inspection Report.doc Januaiy 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection rPERMIT4: Queensbury Building &Code Enforcement Arrive: aDepart: ] � p� 742 Bay Rd., Queensbury, NY 12804 Inspector's Ini NAME: �^( Ci) 0 0 LOCATION: Q INSPECT ON: TYPE OF STR E: a-c�c=-,�� C.�����- Comments —� Y N N/A �\ ootings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHerningway\Building.Codes.Inspec tionTORMSToundation Inspection Report.doc January 28,2003 d U L--------------------------------------- Uj ry k FLOOR PLAN AT SOUTH FACADE SCALE llfr-l'-Cr hq @o -��. Frr To EXWW UMM 0*63a00 sxlettnq ehowro ' 3 + Pont" Planter 4 Llk possible planter 121r- F1T 10 E)QFM MWOw 02E1131M CCFc Drd � , Ford"&I _ Se 1CeIRX —new marqu+ taclnq qu rtwre facing 7 vV stw ab ont to remain existing orofrant to remah lmous planter possible plantar Poeshls pig ntw vW�. ,`1 SOUTH ELEVATION ALTERNATEE B U2SCALL. 1,B prc�p o s c Clfa.c ade reriova.rti oiz s -to FLOOR PLAN NOR THFIELD DESIGN ELEVATION NEMER• a�rcl-iitccts plate-,� r� ers • FOjW DA*M 5/17/04 • 15 olde coach road , diamond point , ny ph. 518-668-3155 • DWG. N0• �C•„Zue�risbuiy� New Yorl� " NO. Al ' . j NEW ENTRANCE TOWER ROOF: NEW ENTRANCE TOWER - MEMBRANE ROOFING AND FLASHING NEW FACADE (SERVICE), -TAPERED INSULATION BEYOND EXIST. FACADE (SHOWROOM) - 1 1/2"-22 GA. TYPE B GALV. ROOF DECK ^ '�411 - JIM - 13 -18 GA. JOISTS @ 16 O.C. BUILDING & I ob B/ROOF DECK 1,B/ROOF DECK ---------------- -` ` ��" =:� � ---------------- (+23-6 ) +u e; (+23-6 ) + +u u+ + C -----__---- - - - - - - - - - - - - - ----_------ + +II II+ + + +II II* +I �GV��w�� BY + WPV DATE N ++ 6"-18 GA. LIGHTWEIGHT TOW STEEL DIAG. BRACING. i Sod { ol�r ,i ,..;.: ++ IAI t 01tT lPEC P-1 V MAX SPACING g Y 6" 18 V11+ FASTEN EA. TOWER STUD i + i jMING OF EVERYFASTEN EA. TOWER STUD �ns cmn m- - - GA. LIGHTWEIGHT I OTHER STUD Ii � 2-- - - - - - TO EA. EXIST. PARAPET I i fue I TO EA. EXIST. PARAPET Ot';*►fs,ps�r, wim thf.%ikft cvdn STEEL DIAG. BRACING. i I '8 3 Z005 ED FRAMING MEMBER WITH FRAMING MEMBER TYP. of AL', 5(qk$ ���� 1 : EXIST. SERVICE SEE 3/S101 FOR LOCATIONS ' 1 " ' (1) 1/2 0 BOLT,TYP. I SEE 5/S101 FOR INFO. " "` I pps -oll ra BAY, BEYOND L4x4x5/16 x 24 LONG, WN(�F 1 1 FASTENED TO MIN. 2 STUDS BU1LDIP,,- tASBURY T/EXIST. FACADE FRAMING�, I T/EXIST. FACADE FRAMING* J,T/PARAPET FRAMING ` --- AND COD (+20'-0"f) I (MATCH EXIST.) E 1 ELEVA71 N - FRONT +: S101 SCAM 1/16!-1 .0P LIGHTWEIGHT STEEL FRAMING 1 , �, EXIST. PARAPET(SHOWROOM). ++ I I EXIST. PARAPET(SHOWROOM). >�s• CONNECTIONS W/MIN. i I 'I REMOVE CAP AND FRONT SIDE + ' 'I SEE 5/S101 FOR INFO. (6) #10-16 SCREWS,TYP. ' +ii I I WALL PANEL FOR ATTACHMENT ++ 1 +►1 ' OF NEW ENTRANCE TOWER ++, ' 1 8"-18 GA. LIGHTWEIGHT STEEL ' 'l +11 I ' STUDS @ 16" O.C. SHEATH l L3X3X5/16 DIAG. BRACE ++ i W-18 GA. LIGHTWEIGHT �� EA. FACE W/ MIN. 1/2" CDX i ' @ 8'-0"f O.C. (ALIGN W/ + I 1 I STEEL STUDS @ 16" O.C. i I( PLYWOOD , EVERYPURLI OTHERBELO EXIST. ROOF 1 I , , EXIST. ROOF FRAMING, +++I ' EXIST. ROOF FRAMING, i TO REMAIN s l +I, i I TO REMAIN �I I ' _ _LA I Q a i I I I 1 I + , -- - - - - - - - - I ++ 1 1;� L I I I 1 + 1 1 LL O 0 --------------------- 1 1+ ++ I } U I I - I I I ---------------------- 1 + 1 v L 1 L4X4X5/15 X 0'-6" C O i I I 1 i 1 LONG CLIP ANGLE Z Z N } C L E 3 EXIST. EXTERIOR i i II ' _ _ _ _ __ _- I L a) Z BUILDING WALL � 4+ - - O NEW FACADE (SERVICE) I I I 8"-18 GA. LIGHTWEIGHT 4 n " - ------------------------------------------- � i 3 8 -18 GA. LIGHTWEIGHT n .D > FASTEN EA. TOWER STUD ( ) a L. N C STEEL STUDS @ 16" O.C. ++ TO EA. EXIST. PARAPET 11 STEEL JOIST BOX HEADER ° , , O I SHEATH EXTERIOR FACE I I ++ _ _ _ _ _ _ _ _ _ _ _ _ _ = Q 1 FRAMING MEMBER WITH W/ 1/2" CDX PLYWOOD,TYP. i , + " o I I N E (1) 1/2 0 BOLT, TYP. a 8"-18 GA. LIGHTWEIGHT �- N LINE OF EXIST. i .o ST _� ,,, .Is h ,� o , ++ e STEEL JOISTS @ 16" O.C. I 1 L � O _ i EXIST. ROOF FRAMING, ROOF OVERHANG , , ce _ I i II++ N " TO REMAIN I 1-------------- ---------- ------- ------ ----------------------- Z:: - ----------------- ' -------- ---- ---------- ----- --------------- -----------------� W 111 1, EXIST. FACADE (SHOWROOM) 11 6 S ON - ENTRAN TOWER FRAMING 7 S ON -PARAPET FRAMING SERVICE SCALE 11r•114r S101 SCALE-.1/Y-1'-0" NEW ENTRANCE TOWER i i NOTES: 1. REMOVE EXIST. ROOF PANEL AS REQUIRED 2 S PLAN - NEW ROOF ARAPET FRAMING I N FOR INSTALLATION OF CLIP ANGLE. PATCH ROOFING S101 SCAM 1/16' 1'-0�' ' AROUND ALL NEW PENETRATIONS NOTES: 1. t DIMENSIONS ARE TO BE VERIFIED IN THE FIELD,TYP. +l ++' l n N ++ pp + I tl Iqt . + I J N ++ I W IH 1 'I I e EXIST. STOREFRONT, Q r I TO REMAIN T/EXIST. FACADE FRAMING h Q �-- 1 , I I NLU ------------------------------- DIAG. 'I I I BRACING TYP. 4 LOCATIONS EA. TOWER EXIST. PARAPET(SHOWROOM) U x REMOVE EXIST. FRONT WALL PANEL. a, -__._�---_-- ---- _ !� i NEW ENTRANCE TOWER i I 1 1 n INSTALL VERTICAL FRAMING CHANNELS 11 WALL STUDS i , I @16 O.C. TO EXIST. FACADE FRAMING. SHEATH FACE WITH MIN 1/2" CDX PLYWOOD i I "' EXIST. EXTERIOR TO RECEIVE NEW VENEER. z BUILDING WALL i ( i 1 1 ++ a 1I w ~ I 1 1 I, EXIST. ROOF FRAMING, -------------------------� I J,T/FDN. WALL ------- (0'-0") I TO REMAIN LINE OF EXIST. ROOF i., ,,, OVERHANG, ABOVE i - � �' I I I �r - - - - - - V- Ln 8" THICK CONC. FDN WALL: EXIST. BUILDING FOUNDATION - - - - - - - - - - - - - - - - - - - - - - - #4 BARS @ 10" O.C., HORIZ., EA. FACE 1 i #4 BARS @ 16" O.C., VERT., EA. FACE I I TO REMAIN 1I 1-0 1-8 i-0 , , drawn by: l _ ajd NEW ENTRANCE TOWER T FTG. _ _ (-3'-10") designed/checked by: WALL FRAMING a s PARTIAL PLAN - NEW ENTRANCE TOWER FRAMING ROUND LEVE n ajd S101 SCAM 1/168-1'-0�' NOTES: 5'-0"X 10"-0" CONC. FTG. 1. f DIMENSIONS ARE TO BE VERIFIED IN THE FIELD,TYP. W/ #5 BARS @ 12" O.C., . ANIdREw oa�roraN PE PC MAX., EA. WAY M 9 PO Box 12114 Albany, NY 12212-2114 518.347.1445 5 - E TOWER FRAMING AND FOUNDATION e S N - EXIST. PARAPET FRAMING SHOWROOM S101 SCAM 11r' •114r S101 SCALE 1/Z'-114r A = U 00 L � Y � N'O JillVA N 11 rr , DE:�IGN DATA GENERAL NOTES FOUNDATION NOTES:1 Design Loads - 1. Do not change size nor spacing of structural elements. 1. Bear all footings undisturbed materialSnow: 2. Details shown are typical. Similar details apply to similar conditions, unless otherwise 2. Footings have been designed for a soil bearing pressure of 2,500 psf. +1 IIGround Snow Load,Pg = 85 psf indicated. Bearing stratum for this capacity shall be verified in field by a Ill qll Snow Exposure faCor, Ce = 1.0 (Exposure Category B Partial) Exposed) 3. These drawings do not contain the necessarycoin onets for construction safe before casting concrete footings. ,I lln Thermal Factor, Ct= 1.0 ( p g ry y p ) 4.The foundation has been designed per The Building Code of the State of New York 2002 3. Depth of footings is 4' minimum below finish grade. Footings 8 3 EXIST. BUILDING ''ll lln may be stepped down or lowered to reach an acceptable 2,500 psf �0�1, St(J` P i, Importance Factor,Is = 1.0 (Category I) Edition. bearing stratum as determined. FOUNDATION Flat Roof Snow Load, Pf= 60 psf 5.The Contractor shall determine the exact location of existing utilites before commencing 4. Elevations of bottom of footings are for estimating purposes and Drifted snow pe-ASCE 7-98 work. will be adjusted to required bearing strata as determined upon Wind: 6. The Contractor shall notify the Engineer, in writing, of all proposed deviations and or excavation. 1j'I Basic Wind Speed = 90 mph substitutions from the dimensions materials orequipment shown on these drawings. The 5. Soil bearing surfaces allowed to become saturated, frozen or Do not scale drawings-use dimensions shown, i g verify all dimensions on site. g disturbed shall be reworked to the satisfaction of the Owner. __ ____ __________ __________________-____----- Exposure Category= B Contractor shall make only those deviations and/or substitutions acceptable to the Engineer. _________ --__-_- --__----_=-- -_-_----__----=_----=_----__--� = at , Importance Factor,Iw 1 0 (Category I) 7 Dimensions to, of and in the existing building shall be verified by the Contractor prior to 6. Where footings are lowered in elevation due to soil conditions violatonofSect.7209,Sub. 2itofn the NYSEd document lower adjacent footings in elevation in order that the ratio of r- -'-1 r--- -1 Building Height < 30-feet beginning work. The Contractor shall notify the Engineer of any dimensions missing or in clear distance between the nearest edge of footings to difference �^ No use or reproduction of this material is permitted without I 1 1 ,seismic: (NYS Code Section 1621.2) conflict with those on the drawings. in elevations between bottoms of footings shall not exceed 2:1. the express written consent of Andrew].Donovan,P.E.,P.C. L_ ___ L___ _ Site Class = D (presumed) 7. Do not place footings in water nor on frozen ground. Importance Factor,Ip = 1.0 8. Do not allow ground beneath footings to freeze. Ss = 0.370 9. Center footings under walls and columns, unless noted otherwise. drawing number: NEW ENTRANCE TOWER Fa = 1.4 MATERIAL SPECIFICATIONS: 10. Reinforce all concrete elements (footings, walls, piers and slabs). FOUNDATIONS Sms = 0.518 1. Lightweight Steel Framing: Reinforcement shown pertains to all typical conditions. 4 PARTIAL PLAN - NEW E TOWER FOUNDATIONS Sds = 0.345, Seismic Design Category "C" Framing Studs and Joists: ASTM A446, Fy = 33 ksi. 11. Lap footing and horizontal wall reinforcement 24 diameters at splices. S 1 0 1 5101 SCALE 1/160-1 -0' Fp = 0.138 W [Parapet] Properties to meet or exceed Marino Industries SW-type and J- 12. Provide corner bars in footings, the same size and number as � ( p) [ p ] p typ type designations. See g V =0.138 (W) [Entrance Tower] drawings for member depths and thicknesses. continuous reinforcement, lapped 2'-0" with main reinforcement. NOTES: 13. At intersection of concrete walls, provide corner bars the same size sheet: 1. f DIMENSIONS ARE TO BE VERIFIED IN THE FIELD,TYP. 2. Cast-in-Place Concrete (Walls and Footings) - and as horizontal reinforcement, and lap 2'-0" with main steel. At "T" 2. Soil Load-Bearing Values - fc = 3,000 psi at 28 days, slump = 3 to 5 inches, entrained air= 4 to 6 percent intersection, provide corner bars tying horiz. reinf. to intersecting wall. 1 of 1 Allowable Foundation Pressure = 2,500 psf on existing undisturbed material 3. Reinforcing Bars: 14. Build concrete piers in concrete walls simultaneously with walls. (presumptive) ASTM A615, Fy = 60 ksi, deformed 15. Concrete walls shall attain a minimum strength of 70%fc date: before placing backfill against them. January 4, 2005