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2003-444 (2) i TOWN OF 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Bu�,ilding&Codes (518)761-8256 CERTIFICATE OF OCCUPANCY Permit Number P20030444 Date Issued: Tuesday,June 01,2004 . 4 This is_to certify that work requested to be-done as�showti by Permit Number P20030444 has been completed: r 9 ` Tax Map Number; 523400-296-019-00011=032-000-0000 i Location: 375 BAY Rd f Owner: PROVIDENT BAY ROAD,LLC Applicant: QUINN MEDICAL] This structure may be occupied as a: By Order of Town Board New lromme'reial Building TOWN OF QUEENSBURY 40 Director of Building&Code Enforcement ."^ TOWN OF QUEENSBURY Ld742 Bay Road,Queensbury,NY 12804 5902 (518)761-8201 -Conununity Development Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20030444 Application Number: A20.030444 Tax Map;No: 523400-296-019-0001-032-000-0000 Permission is hereby granted to: 01 TTiNIv WDTC;AT, For property located at: 375 BAY 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: PROVIDENT DEVELOPMENT GR 1656 STATE ROUTE 9 New Commercial Building $1,500,000.00 CLIFTON PARK,NY. 12065-0000 Total Value $1,500,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency BAST HATFIELD NY 12804-0000 K Plans 8c Specifications 2003-444 QUINN MEDICAL 375 Bay Road 30,000 SQ FT NEW BUILD AS PER PLOT PLAN SPECIFICATIONS Site-Plan Review No. 6-2003 $4,500.00 PERMIT FEE PAID-THIS,PERMIT EXPIRES: Wednesday, September 08, 2004 (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 To, ueens ry; ay, September 08,2003 SIGNED BY for the Town of Queensbury. ry Director of Building&Code nforcement Building Permit Application---- Town of Queensbury—Dept of Community Development,742 Bay Road,Queensbury,NY (518)761-8256 Ape rmit must be obtained before beginning construction. Permit File No.' .9 �'m' � No inspection will be made until applicant has received a Fee Paid $ valid building permit. All applicants' spaces on this Rec.Fee Paid $ UlV 1 application must be completed and'must appear on the Reviewed By: TO 9 2003" application form. BU! OFQi& �N_D coBUR Applicant: lJ?R 5% /�!3�C�fiG� /�-'C- Owner:)PRC7 y/G�,,;7 ©r I-'g Sys 'fr'R �° Address: /3 9 1? 1//S,�#Aes -/1Ae Address: _/r'7` 9' Phone#(5 },7?3 - 02670er Phone#(sn ) 37f -6 Property Location: Lot Number: / House Number-/ Subdivision Name: Tax Map Number: • l9-!- �a - New Building: residence /commercial Estimated Market Value of Construction: $ 4 J_ewl'57674�2 ❑ Addition: residence/ commercial if an Addition,what will use of new addition be? ❑ Alteration: residence/ commercial ❑ No change to exterior size: residence I com'1 ❑ Other work(describe ) Check OccupancyInformation 1` Floor 2° Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square Feet ❑ Single family dwelling ❑ Two family dwelling n Townhouse ❑ Multifamily dwelling #of units Office ❑ Mercantile ❑ Manufacturing ❑ 1 car detached_garage ❑ 2 car detached garage ❑ 3 car detached garage ❑ 1 car attached garage ❑ 2 car attached garage ❑ 3 car attached garage ❑ Storage building- -. commercial ❑ Storage building- residential ❑ Other What is the proposed height of the structure�'Q feet < inches Will any second-hand or ungraded lumber be used? 7f so,for what? Lii p Type of Heating System: electric/ oil waod /forced hot air/ baseboard/other: Number of Fireplaces to be installed Number of Woodstaves to be installed S List below the person(s)responsible for supervision of work as regards to building codes: C-%-\%'Q Name Address Phone Number Builder ,5tXZ,D AL.� G•'G1FT-av K CSYl�> ,3 73 Plumber <,eAa A LO Ir-4-A Mason r r Electrician �+ Declaration please sign below after you have carefully read the statement: To the best of my knowledge the statements contained in this application,together with the plans and specifications submitted,are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with,whether specified or noted,and that such work is authorized by the owner. Further,it is understood that Vwe 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 Survey by a licensed surveyor;drawn to scale,showing actual location of all new cos coon. Signature:_ i owner,owner's agent,architect,contractor 1 DRAFT COPY (3121/03) -- CHECKLIST NYS BUILDING CODE (BC) Building: Cfarir�Pery �e�t° � � NYS FIRE CODE (FC) NYS PLUMBING CODE (PC) Location: ell RV NYS MECHANICAL CODE(MC) NYS FUEL GAS CODE (FGC) Date: ' 3 NYS ENERGY CODE (ECC) Reviewer: Publication Date: May 2002 COMMERCIAL & MULTIPLE DWELLING OCCUPANCIES No. Topic Code Page Required Actual Section No. or,Allowed 1 Jurisdiction BC-101.2 1. 2 Flood Plain BC-1603.1.E 285 3 Separated or Non-Separated BC-302.3' 18 Occupancies* 4 Occupancy BC-302 ' 17 5 Type of Construction BC-Table 601 81 S'S 6 No. of Sleeping Units/Level BC-202 1.4 & No. of Units—Total 31 No. of Occupants BC-Table 1003.2.2.2 201 7 Covered Malls BC-402 33 Hi-Rise (75' Rule) BC-403 36 Atriums BC-404 37 "8 Basement Definition. BC-502.1 . 71 (See page 8 of this check list). Legend: NR= Not Required NS = Not Shown NA= Not Applicable Note: * Non-separated occupancies impose the most restrictive requirements JAM Page 1 of 10 No. Topic Code Page Required Actual Section No. or Allowed 9. Heights & Building Areas Maximum Tabular Area BC-Table 503 72 Maximum'Tabu lar"Height BC-Table 503 72 . 92 Maximum Stories BC-Table 503 72 Mezzanines BC-505 73 10. Sprinkler System (water) BC-903 168 Basement Sprinkler BC-903.2:10.1 170 Water Source Sprinkler BC-903.3.5 172 Water Source Site. `FC-508.1 31 1.1. Frontage & Sprinkler Credits Area Modifications talc.) BC-506 74 Height Modifications 130-504 73 12. . Height'&Area Summary Ht/Area HVArea Tabular Area BC-Table 503 72 p27ut3 Frontage Credit BC=506 74 Sprinkler Credit BG-506.3 75 � ' Total Allowable Area Max Aggregate Area BC-503.3 73 (Allowable Area/Fir. x No. of Stories up to 3 maximum) 13. Fire Apparatus Road FC-503.1 29 (150' rule) :70. 14, Exterior,Walls Distance Separation* --BC-Table 602 '82 Exterior WaK Openings BC-Table 704.8 87 Parapets BC=704.11 88 Exterior Wall Coverings ,BC-Table 1406.2 257 Exterior Wall Finishes BC-Table 1406.2 261 Combustible * Distance separations are doubled if fire fighting water is not available-(FC-508,1.3). NOTES; - �/ � r , JAM Page 2 of 10 y No. Topic Code Page Required Actual Section No. or Allowed 1.5. Fire Rated Construction Incidental Use Areas :BC-':Table 302.1.1 17 Accessory Occupancy BC-302.2 18 " Mixed Occupancy- BC-Table 302.3.3 19 Control Areas BC-414.2 52. Fire Walls BC-705 89 Fire Barrier BC-706, 91 Shaft Enclosure BC=707 92 Fire Partition (Tenant Sep.) BC-708' 95 Smoke Barriers- �BC-709 96 Opening Protectives BC Table 714.2 101 Fire Blocking ' BC-716 107 Draft Stopping BC-716.3,3 108 — 1.6. Space Min. Rm. Dimensions BC-1207.1 251 Min. Ceiling Height BC-1201:2 . 251 17. Ventilation (Nat."or,Mech.)- BC-1202,1` 249 18. Light.(Nat: or Mech-.), 'BC=1204.1 . ' 250 19. Exits Occupancy Load BC Table 1003.2.2.2 20.1 One Exit Permitted- BC Table1005.2.2 224 Stair Enclosure BC-1005:32' Emergency Egress BC-1009.1 235 Distance of Travel BC-Table 1004.2.4 `220 Aisle Width BC,-1.004.3.1.1 221 Corridor Width BC-1004.12.2 221' 4., qq ?71 Capacity of Exits (calc.) BC-Table 10012.3 202 /y.G/fc.� Corridor Wall Fire Rating BC-Table1004.3.2 1 222 N` ° Corridor Dead End BC-1004.3.2.3 222 Door Width BC-1003.3.1.1 208 �6" 36" Door Swing BCA 003.3.1.2 208. G� Panic Hardware BC-1003.3.1.9 213:" 20. Stairs Riser BC-1003.3.3.3 213 "? - Tread 130-1003.3.3.3 213 Width BC-1003.3.3.1 213 Headroom 8C-1003.3.3:2 213 Vertical Rise BC-1003.3.3.6 215 Handrails BC-1003.3.3.11- 215 JAM page 3 of 10 1 - No Topic Code Page Required Actual Section -No. .,or Allowed 21 Structural r Snow Loading- Ground BC Fig 1608.2 296 Aleed a � f Snow'Loading---Roof(calc.) ASCE 7 98 Drifting Snow -BC=1608.7. 295 Ponding BC-1608.3.5 295 Floor_Loading BC Table-1607.1 291 Balcony Loading BC-Table 1607.1 291 Wind Loading (calc.) BC-1609 -.297 Roof Walls Windows Seismic Loading (calc.) BC-1614 - ..31.5- Foundation Depth BC-1805.2 398 `22. Interior Finishes .BC-Table 803.4 161 23. .. Swimming Pools BC-31.09 629 24. - Sun Rooms . BC Appendix 1 693 25. Electrical Exit Lights or Signs, BC-1003.2.10 203 Emergency Lights BC-1003.2.1'1.2 . - 204 Emergency Power ' BC-2702 611 General-Lighting-Exits-Stairs, BC-1003.2.11 204 26. HC ACCESS Exempt Buildings BC-1104.4, 238 Parking BC-Table.1106.1 239 Route BC-1104.1 238 Entrance BC-1105.1. 239 #of Sleeping Rooms BC-Table-1107.6.1.1 241'' #of Dwelling Units' BC-1107.6.2 241 Toilet Facilities BC-1109.2 244 Service-Counters ' BC-1109.1.2.3 246 Areas of Refuge BC-1003.2.1,3.5 207- Signage Supplemental HC Req'mts Appendix E 681 27. . SPECIAL.INSPECTIONS BC-1704 379 Notes: JAM Page 4 of 10 No. Topic Code, 'Page. Required. Actual A Section No. -or Allowed 28. " Fire Protection Equipment Central Station Monitoring.,' FC-901.0 52_ ;�> Sprinkler Systems' FC-903 55 Alga 7 v, cr- rR,4 t kt Other Extingushing`Syst. FC-904 59 Kitchen Hood Extingu'isher FC-609.8 41 Standpipe_Systems FC-905 62 pr�l} Fire Extingushers FC-906 `64 Fire Alarm Systems,& SD FC-907.2 66 Fire Alarm Boxes FC-907.4.1 72 Smoke Detection FC-907.2.10 68 Hi-Rise Fire-Safety FC-907.2.12 69 Visible Alarms FC-Table 907.10.1.2. 73 -. Smoke:Control 170=909,� 75 Smoke Vents FC-910 82. Fire Pumps FC=913 85 kr-- 29. Plumbing Code Fixture Count + -PC=Table 403.1 21 "` Water Supply Service'Pipe-Size:, PC=603 .33 Fixture Pipe Size PC-603.1 33 Pipe Material PC-Table 605:4 36 Labor Law Art. 10-A IUFPBC-904.6� 12,340, Pipe Insulation See Energy Code Backflow-Prevention PC-Table 608.1 . 41 Sprinkler System, PC=608.16,.4 44 Lawn Irrigation, . PC-608.16:5 44 ' Pipe Freezing PC-305.6 14 Sanitary Drainage Drain Pipe Size PC-Table 700.1 -. 54 Drain Pipe Material. PC-702 47 Labor Law Art. 10=A UFPBC-904:6 Vent Size PC-Table 910.4 63. Pipe Hangers PC-Table 308.5 - 17 Air Admittance Valves PC-917 67 "Notes: j pj / n ' 2d.�e. fr+r!{ '.a.� #7? �'t,:rr�P�� S�re,��.� tCco !�d os. trt/11141 I'u:ry► . JAM Page 5 of 10 No. Topic Code Page Required . Actual Section No.. .or Allowed 30., Mechanical Code Ventilation Rates MC-Table 403.3 24 Propane,Below Grade MC-502.8:1-0.1 31 Dryer Exhaust MC-504 33- Kitchen Exhaust MC-506 34 Kitchen Hoods MC-507 37 Kitchen Make-Up Air MC-508 39 Chimney Termination MC-Table 511.2 41 Air Plenums MC=602 47 Fire &Smoke Dampers MC-607:5.1 52 Combustion Air MC-701 55 Confined Spaces-Def. MC-202 5 31. Fuel Gas Code Appliance-Location F-GC-303 -18 Combustion Air FGC-304 19 Cleararice to Combust. FGC-Tabl6'308.2 25 Pipe Material FGC--403 46 Shut Off Valves FGC-409 53 Chimney Termination FGC-Fig. 503.5.4 63 Gas Vent"Termination -FGC-Fig. 508.6.6 65 Exit Terminal Location FGC-503.8 68 Clothes Dryer Exhaust , FGC-613 '96 Unvented Room Heaters +FGC-620 99 32. Energy Code Prescriptive Method ECCC-Table_602.1(1) 50. High Truss Credit ECCC-602.1.2 51 Pipe Insulation—Heating ECCC-Tabie,503.31.1 44 Duct.Insulation—Heating ECCC-Table 50.,1$ 3.3, + 45 Pipe Insulation--Hot Water ECCC-Table 504.2 4T HWH Heat Trap ECCC-5041, 47 COMcheck Computer Software Compliance Report Required Notes: � , f� l �� .gin JAM Page 6 of 10 LIST OF CALCULATIONS THAT MAY BE REQUIRED FOR A COMPLETE CODE.REVIEW. 1.. Area Increase Based Upon.Frontage And Sprinkler Increase. { Frontage Increase: If= 100(FIP-0.25)VCt = Answer in.%-. .30 - Note: Jf= 75%when 4 sides accessible&water available- 'Allowable Area: ' Aa=-"table+ (A b1e X 1f) +.Able x 1 =Answer in-Square.Feet (BC—Pg. 74). 100 100 2.. Exit Capacity Calculations (Table 1003.2.-3)(BC-Pg. 202) (Occupancy Load for Exit)x (Egress Width per Occupant)_ (Required Width) 3. Snow Loading Calculations. (ASCE 7-98)(Eq 7-'i)(pg-69}'& (Eq. 7-2)(pg-70) (ASCE =American Society of'Civil Engineers) Pf= 0.7CeCtIP9 Flat`Roof Snow.Load Where: Pf= Flat Roof Snow Load (Calculated Above, Answer in#per SF) Ce ='Exposure Factor ,(BC-Table,1808.3.1)(Pg. 297) Ct =Thermal Factor- (BC Table 1608.3..2)(Pg. 297) i Importance Factor (BC-Table 1604.5)(Pg.,287) Pa =.Ground Snow`Load "(BC Fig. 1608.2)(Pg. 296) PS CsPf=.Sloped-Roof°Snow Load Where: PS,= Sloped-Roof Snow Load CS Roof Slope,Factor (ASCE 7-98)(Pg..70) 4.- Wind,loading calculations.;- :(Refer to Chapter 6 of ASCE 7-98) 5. Seismic Calculations. -(See page 10 of this list) 6. COMCheck calculations (For verification of compliance with-the Energy Code), JAM Page 7 of 10 8. GRADE PLANE: A reference plane representing the average of finished ground level adjoining the building at exterior walls. Where-the finished ground level slopes away from the exterior walls, the reference plane shall be established by the lowest points within the area between the building and the lot line.or, where,the lot line is more than 6 feet from the building, between the building and a point 6 feet from the building.. 9. MEZZANINE: An intermediate level or levels between the floor and ceiling of any story-with an aggregate floor area of not more than 1/3rd of the area of the room or space in which the level or levels are located. (Mezzanine area does not contribute to the building:area or the height in stories but does contribute to the fire area, aggregate area). 10. SMOKE BARRIER: A continuous membrane, either vertical or horizontal, such as a wall, floor, or ceiling'assembly, that is designed and constructed to restrict the movement of smoke. (Required to have a 1 hr. fire rating). 11. STORY ABOVE GRADE PLANE: Any story having its finished floor surface entirely above grade plane, except that a basement shall be considered as a story above grade plane where the finished surface of the floor above the basement is: 1. More than 6 feet above grade plane or 2. More than 6 feet above the finished ground level for more than 50% of the total building perimeter or 3. More than 12 feet above the finished ground level at any point. JAM Page 9 of 10 SEISMIC,REVIEW SUMMARY PROJECT: _. LOCATION: . ZIP CODE: ITEM Value BCNYS -j'BCNYS -Code Section Page No.. Site Class Table 1615.1.1 317 (default to site class D) Section 161,5.1.1 316 Ss(short period) .Figure-16.15(1) 318 S, (1 second period) Figure 161.5(2) 319 F, (site coefficient-short) Table 1 fi15.1'.2(1)' 320 F; (site coefficient-1 sec.) Table 1615.1.2(2) . 320 S,,,S (short period.adjusted) Equation'16-16- 317 Sm, (1 sec. period adjusted) Equation 16-17 • $17 Sos.(short period) -Equation 16-18 320 SDI (9 sec. period) -Equation 16-19 320. Seismic Use Group Table 1604.5 287 Seismic Design Category Table 1616 3,(1) 324 (short period) Seismic Design Category Table161'6.3(2) 324. (9 sec. period) SEISMIC DESIGN CATEGORY,, This category determines-the (most severe of above'ii vo) design analysis and whether MEP systems must be braced. ,, Analysis.Proce'dure.Used - Section 1616,.6, 326 Building Components Subject,To Section 1621 345. Seismic Design Requirements; Architectural Section-1621.1.1 & 34.5 Mechanical Section 1 .21.1.6 347 Plumbing ditto 347 ElectricaV. ditto, 347 ` JAM Page 10 of 10 r . From: Michael Palmer To: Dave Hatin , Date: 6/27/2003 1:31:04 PM Subject: Permit#2003 444 items required from plan review of above: Fire alarm system plans Sprinkler system pains Elevator plans, (FD recall, sprinkler head in shaft,.detection-in shaft) Entrance is not wide enough for fire access, also remove center divider Verify FD-access 360 degrees .Location of FDC Change FDC to 5"stori with 30 degree elbow Doors 207A and 200A-require sprinkler heads on both sides Sprinkler heads required in.canapies S�kler system to comply with NFPA 13 not 13R f �. ,. -�4�f BLDG. 'PERMIT NO. 2003 L, APPLICATION FOR A TEMPORARY CERTIFICATE OF OCCUPANCY 'A TEMPORARY CERTIFICATE OF OCCUPANCY is hereby requested for the'property located at; 375 Iiay Road for the following uses: Quinn Medi.cat? ,A04U 9, 2,00 , � ` DATE SIGN•A URE OF APPLICANT ��TEMPORARY CERTIFICATE OF OCCUPANCY The TEMPORARY CERTIFICATE OF OCCUPANCY is hereby (PROVED ( )DISAPPROVED with the following conditions: Ceirti jicate off"' Occupancy .to be izzued. upOz compzetcok 06: 1 Y Outstanding' Site- Ptan Issues. 2) ,Subm ' Findt Survey. 3) C ompl'.etion .,o 4 e evaton zhunt x pu p. }, . ., S T ( 1 Oi0. TEMPORARY CERTIFICATE OF,OCCUPANCY.. � 10.0' 00 D O received - Apt 9,, . V0 Date of Issuance Director.of Bldg. & Co&Enfo cement TIIIS TEMPORARY CERTIFICATE OF OCCUPANCY EXPIRES 30 DAYS FROM-TII'E DATE OF' ISSUANCE: '. NOTE: This Certificate is-NOT VALID unless signed by, the Director of Bldg. & Code, Enforcement.or his designee.: . APPLICATION FOR PUBLIC ACCESS TO.RECORDS TO: TOWN.OF QUEENSBURY RECORDS ACCESS OFFICE 742 BAY ROAD - QUEENSBURY; N.Y. 128a4EIVED 1 to ins ect the followin records::I, hereby aPP REC beT 3 1 2005. 37T - 0 4 c U T01f11N OF QOE04N BUR 1JOIN COD Ff H,5) EXPLAIN PURPOSE: APPLICANTS NAME: Cro'-;q &v f,f MAILING ADDRESS• f 0 � 1, o d Av ar7 �t s u<° �a��r ,1.�,�s� :� t J 0 730) . � 7 SIGNATURE: AGENCY USE APPROVED DENIED Record of which this agency is legal,Custodian cannot be found: Signature/Title Date:, N077CE,• You have'a right to appeal a deni&of this application to the Nead oftheAgency;who must fullyexplam his reasons forsuch denia/in writingseveo-days of receipt ofan appeal. r hereby appeah Signature TOWN OF QUEENSBURY,TOWN CLERK'S OFFICE 742 SAY ROAD,`QUEENSBURY,NEW YORK 12864- E-MAIL townderk(ameenSbury.net FaX'No. (518)745-4474' Phone No.(518)761-8234 Town of Queensbury Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone (518) 761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report Request t SCHEDULE _ Received: -- Permit# ,, 3 'i INSPECTION ON: 5 r 20 � ` AM PM ANYTIME Location: ` APPROVED N IA YES NO COMMENTS AISLE WIDTHS EXIT SIGNS—_I*lC}RM_AL BATTERY EMERGENCY LIGHTING FIRE EXTINGUISHERS ._ FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM_ _ HOOD INSTALLATION INTERIOR FINISHES STORAGE _ COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING _ UNITS CLEARANCE TO_ELECTRIC#�L . REQUIRED SIGNAGE EMERGENCY PLAN -- MAXIMUM OCCUPANCY SIGi11 CHIMNEY MASONRY ROUGH IN FINAL CHIMNEY FACTORY BUILT ROUGH.IN FINAL WOOD STOVE ROUGHIN FINAL VENTED GAS APPLIANCE ROUGH IN FIREPLACE FINAL MASONRY ROUGH IN OK THIS DATE . K F RC NOT OK FINAL FIREPLACE FACTORY BUILT - ROUGH IN INSPECTED BY FINAL COM[DEV/CHRISJMtOftD/LETTERS20011FIREMARSiiALINSPECTIONREPORT1 i022001 WHITE—BUILDING DEPARTMENT COPY YELLOW—OCCUPANT COPY Town of Queensbury Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone (518)761-8205 Fax(518) 745-4437 Y Fire Marshal's Inspection Report Request LP SCHEDULE Received, - _ Permit# b 7 INSPECTION ON: '� d Name: ti-V-� �Ll r AM M ANYTIME Location: - y Mq D1 Cq t G� k q APPROVED N' /A YES NO COMMENTS EXITS AISLE WIDTHS EXIT SIGNS-NORMAL - BATTERY ` C, EMERGENCY LIGHTING _ Cti Iz C i l P FIRE EXTINGUISHERS �J�ol FIRE ALARM SYSTEM _ FIRE SPRINKLER SYSTEM - FIRE SUPPRESSION SYSTEM_ _ HOOD INSTALLATION _ INTERIOR FINISHES STORAGE - _ COMPRESSED GAS _ C) CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING UNITS CLEARANCE TO-ELECTRIC-AL.-'— REQUIRED SIGNAGE EMERGENCY PLAN , MAXIMUM OCCUPANCY SIGN CHIMNEY MASONRY ROUGH IN ��-FINAL CHIMNEY - _._ FACTORY BUILT ROUGH IN f _ _FINAL WOOD STOVE ROUGH IN AFINAL VENTED GAS ;FO APPLIANCE ROUGH IN FINALFIREPLACEMASONRY ROUGHINOK THIS DAT K +� NOT t)K FINAL - FIREPLACE FACTORY BUILT ROUGH IN - INSPECTED BY FINAL COMDEVICHRISJMORDIL,ETTERS200I/FIREMARSHALINSPECTIONREPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT_COPY G Ail MoQN z way 0c 4HN H acao ww� a xHA wiz �]�N z 00m U ON H p 0UNa^ Awi IUW w "wt Aco W ( a w H z r.x H z I a N 3 t� W%n, F H I 0z z z W 0 z u .HH W a w 0 W x H z 0 w 0, w w z� a � a " � 0 a w z x ►� u a w Q H H W a H GI H a' Q HH W H x E H a N w N z W W U a W w ?C ►� N I� a N { N N H u ' H 0 x a ax HH W a Na ow44owxxaz0 W z a u z w x E ] CO a H N ' $ H H U H 4 9 a 0 0 H W N 4N a 4N O Q U d U H W H U' Q > H H N z H U 3' 4 a I>a A� H U 0 H A z z W H 4 z N w U •4 w a d �+ uu x w HE > , Hwwax xNaQa0H > ww W H z m > w o a z N . 0 w H N W w W w w U > A a N 0 x 9 ' 0 z H t>� w x H a s N W z W N , N z N H Z r7 rx > H a 0 0 0 W I I a Q N z 0 w 0 H �+ z 0 0 0 H O 0 w c� 0 0 H � � � +� W a N H w H H 0 z9 w H z H z w N 4 H a Q Q z Q Q N 0 U U U Ha, z ' M H a H W ( Q �' X H w H H H 4 a o H w w w W HA Z w W E H 0 z W U W W 4 w E E H Q Q Q H H UHG� aN H ] 0H9aaQHoaaHxHH9zzzzHz a 9 04 oz xao � WwaozHHHwHXxa444HIHO 4 Q z 4 0 E w u a a, w w H 0 w U w , w W a x Z. x w Site Plan Inspection Report Form Name: Provident Dev. Group-(Quinn Medical) Location: 375 Bay Road, Queensbury, NY 12804 Site Plan No.: 6-2003 Area Variance No.: Building Permit No. (if any): 2003-444 Date: May 13, 2004 Dear Provident Dev. Group: During a site plan inspection of your project, the following deficiencies were discovered: 1) Good to issue permanent CO (site development only). 2) 3) 4) 5) 6) 7) 8) 9) 10) 11) 12) 13) 14) It is my expectation that these items will be addressed by N/A. Should you have any questions or comments please contact this office. Sincerely yours, Bruce Frank = Code Compliance Officer i Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 l Arrive: am/ De L Date Inspection request eceived: Inspector's Initials: NAME: Q-N�r (\ \k P IT M LOCATION: TE: .�^ —O L` TYPE OF STRUCTUR —17 Comments Y N N/A �� Chimney Ht./"B"Vent/Direct Vent Location (C}/ Fresh Air Intake G 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Com fete Guard 30 in.or more P.stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in.or more Exterior Finish Complete Interior/Exterior Railin s 34 in. to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum %" Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post'or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft.or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp I10 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans, if no window Plumbing fixtures Foundation insulation Floor truss, draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched ►'' �l I Garage fireproofing/'/4 hour fire door/door closer j l) Duct work Sealed properlyp1� Gas Logs in Sealed or Glass Enclosure c Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area ��Q Crawl Spaces 18"x 24"access, 1 s . ft.-150 s .ft. vents Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept,Ins ecti Stick Flood Plain Certificatio , if r4q,4ired Okay to issue C/C or /0 1 lemporary/ e man t L:\PamW\Building&CodesUnspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 K Framing/Firestopping Inspection Re rt Office Na. (518) 761-8256 Date Inspection r. est cel Queensbury Building&Code Enforcement Arrive: m/p ar im 742 Bay Road,Queensbury,NY 12804 inspector's Initia s: NAME: � t"AZ-!bl CAk-- PERMIT 3-r- Llq LOCATION: -3 7,S- 13 INSPECT ON: Q J3 TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft.or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall.2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min, Garage Fire Separation House side V2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LAS uel-lerningway\Building.Codes.Inspection.FORMSTrarning Firestopping Inspection Report.doc January 28,2003 MAP REFERENCE: MAP OF A SURVEY MADE FOR '��(vw 7� Z MICHAEL & RALPH WOODBURY N3317b �/N8 'n o DATED: DECEMBER 3, 1986 �ONMOl � REVISED: FEBRUARY 16, 1987 Poo� BY: VAN DUSEN & STEVES Q ^ V O h _ �U-1 0 o N m w � a o v A z O LANDS N/F OF A ROBERT HUGHES & RICHARD HUGHES, JR 0 I= r LEGEND: � E--4 S84 05'40RE G 440. 15 = UTILITY POLE a q ® = SANITARY MANHOLE 0 w K C80 = CATCH BASIN Al A cy LANDS OF = FIRE HYDRANT I--r c i 0 WESTWOOD HOMEOWNERS ASSOC. wv = WATER VALVE O v N —o— SIGN �j ECS , = TREE A.� LANDS N\F OF SHRUB o WESTCOTT z A5PMALT 3 iL w E S84°05'40- N A �tg o c 222.57' Ila 1 13.72' t AREA Cw _ z 176,237 sq. ft. g� 4.05 acres z � � Q s 0 CURBED ISLAND I ills FOUNDATION ONLY Ir�`? Z W g U (� 189.46' I Q U CURB (v N U 11 H _ 141 2 • w Q ONC Li ORR --�_ 57.841 lot N82�241 04W Co 0 CQ 3 312.38 � o "" �ow N81.5 ,Sd , i LANDS N/F OF C.B.O ��°, z°5 50 Mw 1 METRO BLUE LANDS N/F OF n' Z ENTERPRISES, INC. ASPHALT �/ � Z z WESCOTT 194 A N82°D2 30pw V1 LANDS N/F OF w ,� BOLEN LANDS N/F OF z SHELTER Z °' PLANNING � A PARTNERSHIP A a LANDS N/F OF MATTHEWS � rn 0 i HEREBY CERTIFY 1?tAT 11115 MAP WAS PREPARED 0 � FROM AN ACTUAL FIELD SURVEY. '7THIS CERTIFICATION SHALL RUN ONLY TO THE PERSONS 'Ci 10 FOR WHOM THE SURVEY WAS PREPARED, AND ON THEIR Co BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY N AND LENDING NSTM)TION LISTED HEREON, CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL NSTMMONS OR SUBSEQUENT OWNERS. Co CERTIFIED TO, PROVIDENT BAY ROAD. LLC m In `. ADRONDACK TRUST COMPANY. ITS SUCCESSORS AND/OR ASSIGNS MONROE TITLE INSURANCE CORPORATION Dates APFI L It 2003 Sew* r-w CERTIFIED BYE _ MATTHEW C. STEVES, LLS NYS 50135 �N S— 1 DAT EDv DECEMBER 10. 2003 SHEET I OF I D680 DWG. NO. 03346 61-1-37.3/296.19-1-32 Town of Queensbury Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone (518) 761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report Request SCHEDULE Received: --Permjt# L44L-/ INSPECTION ON. 3 Name: I C C."L� CO IP 1- 11. 3 L-,) AM PM ANYTIME Location: APPROVED N/A _ YES NO COMMENTS EXITS AISLE VWD—THS - -EX--IfSIGNS-NORMAL - BATTERY EMERGENCY LIGHTING C:,t qi(- S14 U FIRE EXTINGUISHERS JFIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM HOOD INSTALLATION INTERIOR FINISHES STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING Ct UNITS ca cpy C ELECTRICAL _REQUIRED SIGNAGE EMERGENCY PLAN MAXIMUM OCCUPANCY SIGN CHIMNEY MASONRY ROUGH IN FINAL C, --CHIMNEY-'---- FACTORY BUILT ROUGH IN FINAL IWO-6—D ---- STOVE ROUGH IN VENTED GAS FINAL APPLIANCE ROUGH IN FIREPLACE FINAL MASONRY ROUGH IN OK THIS D7AO F COCC NOT OK FINAL FIREPLACE FACTORY BUILT ROUGH IN FINAL -"PECXED4Y- COMDEV/CHRISJIWORD/LETTERS20OI/FIREMARSHALINSPECTIONREPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY Engineering, P.C. 1,399 Vischers Ferry Road,Clifton Park,New York 12065 • Phone(518)373-8818 WR1m*, April 17,2004 Fax(518)373-8821 Bast Hatfield 1399 Vischers Ferry Road Clifton Park„N.Y. 12065 Attn: Steve Adler Project Manager SUBJECT:Medical Office Building 375 Bay Road Queensbury,N.Y. Dear Steve, To the best of my knowledge and belief the Medical Office Building at 375 Bay Road,Queensbury,N.Y. was constructed in accordance with the drawings submitted for permit to the Town of Queensbury Building Department. I trust you will find this information useful.If you should have any questions please call me. Yours truly, Michael R.Hutsenpiller,P.E. President Cc:file Commercial Final Inspection Report Office No.: (518)761-8256 Date Inspection re est cei e Queensbury Building&Code Enforcement Arrive: pm '-Depart: M 742 Bay Road,Queensbury,NY 12804 Inspector's Initi Is: NAME: ai —VI—1 13 t3 V= )\Ck I PERMIT#DATE jqy R-0 . V)LOCATION: —04- COMMENTS: Y N NA p�' CC) Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish Grade Com lete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in.Platform/Decks aT p t3 0 F Interior/Exterior Ballisters 4 in. Spacing Platform/Decks U , Stair Handrail 34 in.-38 in./Step Risers 7"/Treads 1119 V oky %P� %& Vestibules For Exit doors>3 000 sq. ft. Ps,�t*_S kWE--� All Doors 36 in.w/Lever Handles/Panic Hardware,if required IJ. Exits At Grade Or Platform 36 (w)x 44"(1)/Canopy or Equiv �<IjoqaA\-V Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay �6�) Relief Valve,Heat Trap/.Water Temp.110 Degrees Maximum JQ Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System C-C).M T_> C)t ) Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers 4— Gas Furnace Shut Off Within 30 ft.or Within Line Of Site V/ Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), I'V2doors > 10%> 1000 sq. ft. 1/4Hour 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), &ea-w-rSVwe-Avew-sU—V24" Smoke Vents Or Fan,if required Elevator Operation and Signage Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets I Handicapped Bath/Parking Lot Signage 166 P-o,) Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond_ Active Listening System and Signage Assembly Space Final Electrical V/ Site Plan/Variance required I V/ Final Survey,New Structure/Flood Plain certification,if req. V/ As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 201 wide Okay To IssulTem or Permanent C/O Okay To Issue C/C I Last printed 6/3/2003 9:27 AML:\PamW\BuUding&Codes\Commercial Final Inspection Report.doc a Town of Queensbury 4 Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone (518)761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report Request SCHEDULE Received: Pennit# 0 3 - O q q INSPECTION ON: Ll Name: �C ��r c�+-�- n ► AM Phil ANYTIME Location: s ram► �t mt APPROVED N/A YES NO COMMENTS EXITS AISLE WIDTHS EXIT SIGNS—NORMAL - BATTERY -- St EMERGENCY LIGHTING _ FIRE EXTINGUISHERS ct—!�u n r,j FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM ,a FIRE SUPPRESSION SYSTEM HOOD INSTALLATION INTERIOR FINISHES STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING UNITS CLEARANCE TO ELECTRICAL REQUIRED SIGNAGE EMERGENCY PLAN MAXIMUM OCCUPANCY SIGN CHIMNEY MASONRY ROUGHIN FINAL CHIMNEY FACTORY BUILT ROUGH IN FINAL WOOD STOVE' ROUGH IN FINAL VENTED GAS APPLIANCE ROUGH IN FINAL FIREPLACE MASONRY _ ROUGH IN ®K THIS DATE K F NCO NOT 0K FINAL FIREPLACE - FACTORY BUILT ROUGH IN I ECTED BY FINAL COMDEV/CHRISJ/WCRDILETTERS200I/FIREMARSHALINSPECTIONREPORT11022001 WHITE--BUILDING DEPARTMENT COPY YELLOW—OCCUPANT COPY Commercial Final Inspection Report Office No.: (518)761-8256 Date Ins ection re es r ei d: Ins v �ap Queensbury Building&Code Enforcement Arrive: '- _V Depart: 742 Bay Road,Queensbury,NY 12804 inspector's Initi s: NAME: I CJ)L PERMIT LOCATION: (3215- Bed 90. DATE: COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location 3c) 0 PKb Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in.Platform/Decks LL Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—3 8 in./Step Risers 711/Treads 1111 Vestibules For Exit-doors>3000 sq. ft. I All Doors 36 in.w/Lever Handles/Panic Hardware,if re uired _ Exits At Grade Or Platform 36 (w)x44"(1)/Canopy orEquiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Uc—\)�N Floor Bathroom Watertight/Other Floors Okay Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure I Im or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers V/ Gas Furnace Shut Off Within 30 ft.or Within Line Of Site V7 Oil Furnace Shut Off at Entrance to Furnace Area Stocicrooni/Storage/Receiving/Shipping Room(2 hr.), I 1/2doors >10%> 1000 sq.-ft. 1/4Hour Corridor Doors&Closers V/ Firewalls 1 Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers Fire Doors Ceiling Fire Stpo ng, 3,000 sq. ft.Wood Frame Attic Access 30"x 20jx 3_0"(hj Crawl Space Access 18"x 24" Fa—n)if required�,OjMe_vator Operation-and Signage/Shaft Sealed I Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 3611 �09Z Handicapped Ramp/igpg��Pkwff_Woug��, �Tyr Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure Flood Plain certification if reaq... As-built Septic System Layout Required or,On File v Building Number or Tenant Address on Buik rive 4ah L v Water Fountain or Cooler Building Access All Sides by 20'/Driveable Surface 201 wide Okay To Issue Temp. or Permanent CIO Okay To Issue C/C Last printed 6/3/2003 9:27 AUL:\PaznW\Build1ng&Codes\Commercial Final Inspection Report.doc Town of Queensbury Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 LPhone,(518)761-8205 Fax(518)745-4437 Fire Marshal's Inspection Report Request SCHEDULE Received: Permit# INSPECTION ON: L1 Name* M PM ANYTIME] 4�- Location: c10 APPROVED -I-NIA YES NO I COMMENTS EXITS AISLE WIDTHS kA `a5 EXIT SIGNS-NORMAL - BATTERY EMERGENCY LIGHTING FIRE EXTINGUISHERS FIRE ALARM SYSTEM FIRE SPRINKLER,SYSTEM FIRE SUPPRESSION SYSTEM HOOD INSTALLATION INTERIOR FINISHES STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING UNITS CLEARANCE TO ELECTRICAL REQUIRED SIGNAGE I V,0 aj 6- EMERGENCY PLAN MAXIMUM OCCUPANCY SIGN CHIMNEY MASONRY ROUGHIN CHIMNEY FINAL CND tj e7 A/4int, FACTORY BUILT ROUGHIN FINAL WOOD STOVE ROUGHIN A,,,vx 1,P FINAL VENTED GAS APPLIANCE ROUGHIN -FINAL FIREPLACE MASONRY ROUGHIN OK THIS DATE OK F R 0 NOT OK DATE FINAL FIREPLACE FACTORY BUILT ROUGHIN INSPECTED BY FINAL -F COMDEV/CHRISJIWORDILETTERS20OI/FIREMARSHALINSPECTIONREPORTli822001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY Town of Queensbury Fire Marshal's Office 742 Bay Read Queensbury, NY 12804 Phone(518)761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report Request At SCHEDULEReceived: Pe it INSPECTION ON: Name:�� 1 AI111 PMANYT{N{E Location: APPROVED N/A YES NO COMMENTS EXITS AISLE WIDTHS EXIT SIGNS-NORMAL � Awl, - BATTERY Pvu, '� EMERGENCY LIGHTING FIRE EXTINGUISHERS �s kCt (,A" � � FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM HOOD INSTALLATION INTEI JOR FINISHES , �� ekeyLo STORAGE COMPRESSED GAS `k) CLEARANCE TO SPRINKLERS C�1 CLEARANCE TO HEATING UNITS D oa CLEARANCE TO ELECTRICAL kj REQUIRED SIGNAGE MAXIMUMNOCCUPANCY SIGN CHIMNEY pal MASONRY ROUGHIN � FINAL CHIMNEY. FACTORY BUILT ROUGH IN FINAL S®! ROUGH IN l J 1 0 rLI A) Tou Aj FINAL VENTED GAS APPLIANCE ROUGH IN FINAL FIREPLACE MASONRY ROUGH IN ®K THIS WE K FCC CO NOT OK FINAL �. FIREPLACE FACTORY BUILT ROUGH IN qN PECTEID BY FINAL coMDEVICHRISJIWORDILETTERS20091FIREMARSIIALINSPECTIONREPOR YELLOW-OCCUPANT COPY WHITE-BUILDING DEPARTMENT COPY Commercial Final Inspection Report Office No.: (518)761-8256 Date Inspection requeZZiv Queensbury Building&Code Enforcement Arrive: a ppart: �, m742 Bay Road,Queensbury,NY 12804 Inspector's Init' S, NAME: ) t k i PBRMTT -A LOCATION: 1��s5 b _ � [O DATE: \-�l --Z— �� COMMENTS: Y N NA 1 Chimney l"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in.Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks' t�J Stair Handrail 34 in.--38 in./Step Risers 7"/Treads 11" � Vestibules For Exit doors>3000 s . ft. � All Doors 36 in.w/.Lever:Handles/Panic Hardware,if required Exits At Grade Or Platform 36(w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Re lator 18")Above Floor Bathroom Watertight/Other Floors Okay D Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum � Boiler/Furnace Enclosure 1 Ir. or Fire Extinguishing System Fresh Air Supply for Occupancy 1 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 Stoclaoom/Storage/Receiving/Shipping.Room(2 hr.), 1 '/2 doors l�1 >10%> 1000 s .ft. a/4 Hour Corridor Doors&Closers �•.:� Firewalls!Fire Separation,2 Hour, 3 Hour Complete/Fired -- - Dampers 1 Fire Doors ' �7tL.� vi�- 'Ceiling Fire Stoliping, 3,000 s . ft. Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan,if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handica ed ath 3 Parking Lot Si na e Pu is or et oom Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped.Ram /Handrails Continuous/12 in.Beyond Active Listening System and Signa e Assembly Space Final Electrical Site Plan/Variance required Final Surve ,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File 6- Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler ' Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Iss a Permanent CJO Okay To Issue Last printod 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc Am Commercial Final Inspection Report 0 0 Office No.: (518)761-8256 Date Inspection e iv Queensbury Building&Code Enforcement Arrive: a Depart7/ -L 742 Bay Road,Queensbury,NY 12804 Inspector's Ini ia NAME: ')W" PERMIT 7�o 0 N LOCATION: K� DATE: COACMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in.Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 71'/Treads 11 11 Vestibules For Exit doors>3000 sq. ft._ All Doors 36 in.w/Lever Handles/Panic Hardware, if required Exits At Grade Or Platform 36 (w)x44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil*Furnace Shut Off at Entrance to Furnace Area Stoclaoom/Storage/Receiving/Shipping Room(2 hr.), 1 V2 doors > 10%> 1000 sq.ft. 1/4Hour Corridor Doors&Closers Firewalls Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers Fire Doors Ceiling Fire Swpping, 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 Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance Tequired Final Survey,New Structure/Flood Plain certification,if re . -71� As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 201 wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C V L Last printed 6/3/2003 9:27 AML:\PaznW\BuJlding&Co.des\Commercial Final Inspection Report.doc Framing FirestoppingInsPee tiReport-4- Office ' No. (518)761-8256 Date Inspection reques eceived: r Queensbury Building&Code Enforcement Arrive: .. a p t: as 742 Bay Road,Queensbury,NY 12804. Inspector's Initi �- NAME: n PERMIT#: l,J - LOCATION: INSPECT ON: — TYPE OF STRUCTURE: Y N :N/A COMMENTS raming Jack Studs]Headers Bracing/Bridging Joist hangers 1J Jack Posts/Main Beams 66 l Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2(w) 16 gauge(8) 16D nails each sides Draft stopping 1,000 sq.ft. floor trusses Anchor Bolts.6 ft.or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2,3 hour CE Fire wall 2,3,4 hour Firestopping Penetration sealed 16 inch insulation in cavitymin. Garage Fire Separation House side%inch or 5/8 inchType'X Garage side 5/8 inch Type X � D�� L[ , Ceilin hvall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SuelIemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 ✓ Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection requevt received: j lot Queensbury Building&Code Enforcement Arrive:-aml rt. wVpm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: n. PERMIT#: 0, LOCATION: INSPECT ON: �g TYPE OF STRUCTURE: Ll Y N N/A PVC: R-1,R-2,R-3,R-4 Drain Vents Cast Iron,Copper Drain/Vent Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial ,Vopper,CPVC,Pex One &Two Family Kisulation/Residejal al qeclq Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace .Duct Work Sealed Properly COMMENTS: �L:\SueHeming-A,ay\Building.Codes.Inspection.FORMS\Rough Plumbing insulation Report.doc January 28,2003 a2 1 II Town of Queensbury Community Development-Department Punning/Zoning/Building.& Codes/Fire Marshal/Animal Control, 742 Bay Road Queensbury, NY 12804 Phone:(518) 761-8220 Fax: (518).745-4437 FROM-THE DESK OF. ❑ Chris Round (-8221) ❑ David Hatin (-8253) Steve Smith.(-8205) ❑ Craig Brown (-8218) ❑ John O'Brien (-8255) ' ❑ Michael Pclmer(-8205) ❑ Marilyn Ryba (-8222) ❑ Joel Clugstone (-8254) ❑ Joe Lombardi.( 8202) ❑ George Hilton (--8217) ❑ Sandy Kruger(-8256) ❑ Maria Gagliardi`(-8219) ❑ Pam Whiting (-8220) ❑' Sue Hemingway(-8238) ❑ Bruce`Frank(-8226) To: Bruno Batko-Bast Hatfield Fax No.: 373.2303 cc: Fax No.: Date; February 25, 2004 Subject: Quinn Medical Bay Road Pages (not incl.-coVer): ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply Hi Bruno! As per our telephone conversation earlier today, we have no problem with the elimination of sprinkler protection in the MRI Room of Adirondack Imaging, but we will base the exemption on our conversation and my understanding of your situation. Please see the accompanying letter. Thanks Steve Smith Queensbury Fire Marshal email planning@queensbury.net on the web @www.queensbury.net Rough Plumbing / Insulation Inspection Report Office No. (518)761-8256 Date It ection req st 6c ve Queensbury Building&Code Enforcement Arrive: a m A\.'- �<Zarn/pirt 742 Bay Road,Queensbury,NY 12804 Inspector's Initial NAME: � t-A ED\0 A PERMIT#: zo C):2i—kA LOCATION: BPN - INSPECT ON: --Z— ZE--bq TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain Vents Cast Iron,Copper Drain/Vent Comm. Plumbing Vent Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial Copper,CPVC,Pex One &Two Family Insulation/Residential Check/Commercial Check -Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated gaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: :L:\SucHemingway\Building.Codes.Inspection,FORMS\Rough Plumbing Insulation Report.doe ianuary 28,2003 wo Rough Plumbing / Insulation Inspection Deport Office No. (518)761-8256 Date:inspection re ,c iv Queensbury Building&Code Enforcement Arrive: a m p a� 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: i>��+` N► PERMIT LOCATION: y� R��g�-- INSPECT ON: Z-J�A--L*� TYPE OF STRUCTURE: Y N N/A. PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent I Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial Copper, CPVC,Pex One &Two Family Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COAM ENTS: fi l �L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Rough Plumbing / Insulittion Inspection Report Office No. (518)761-8256 Date Inspection request c ived: Queensbury Building&Code Enforcement Arrive: p D rt: m 742 Bay Road, Queensbury,NY 12804 Inspector's Initia hj--. �CyIC�-lam NAME: fl"1 10,. PERMIT #:cV' LOCATION: SP 'T ON: TYPE OF STRUCTURE: r C�r�tL- N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron,Co , er Drain/Vent/Colnm.l , llltt )ill fit ` in Place Rau h Plumbin /Nail Plates '- �� 1 l inch min. Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Clea eet/change of direction cooper ercial Cooper,CPVC,Pex One and Two-Family Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: L:\SueHemingwaylBuilding.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Ap Rough Plumbing 1 Insulation Inspection Re art Office No. (518)761-8256 Date Inspection request re ed: C 1 G Queensbury Building&Code Enforcement Arrive: am/ m D it: ° a 742 Bay Road, Queensbury,NY 12804 Inspector's Initials NAME:_I '� ' C `�"''c k-- PERMIT LOCATION: 3 7S I INS CT ON:_ TYPE OF STRUCTURE: K� a ', if Y N N/A PVC: R-1, R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 % inch min.Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial Cooper,CPVC,Pex One and Two-Family C E uul n1�Residential Check/Commercial Check I � � 71hr ent,Attic Vent �- 7— Duct/Hot Water Piping Insulation If required unheated spaces °t-`C t i V�)G Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: (3:C)cRt L:1SueHemingway\Building.Codes.Inspection.F6RMS\R.ough Plumbing Insulation.Repostdoc November l7,2003 Framing /Firestopping Inspection Report- PM Office No. (518) 761-8256 Date Inspection request received: 1--) Queensbury Building&Code Enforcement .Arrive: i?--j amlpm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: 6V NAME: t PERMIT#: 3- LOCATION:;j INSPECT ON: Q 1 O TYPE OF STRUCTURE: P t t Y N N/A COMMENTS Framin Jack Studs/Headers °� f - Bracing/Bridging Joist hangers 1 / Jack Posts/Main Beamsn Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more t Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls i Metal Strapping fa'r Notches Top Plate 1 %2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall I` Fire separation 1,2,3 hour Fire wall,2, 3,4 hour ' Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation �„ t House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X �,;�� Ceiling/wall 1'4 Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Rough Plumbing-/ Insulation Inspection Report Office No. (518)761-8256 Date Inspection request ive Queensbury Building&Code Enforcement Arrive: a m : �,2 an m 742 Bay Road,Queensbury,NY 12804 Inspector's Initi s: ,✓-- NAME: PERMIT#: zab3a� LOCATION: "7 ' INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron, Copper Drain/Vent/CommL,._, " Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates ,k Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for V5 minutes Water Supply Piping Copper Commercial Copper, CPVC,Pex One&Two Family ° Insulation/Residential Check/Commercial Check Proper Vent, Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly - COMMENTS: ,X,,: •L:\SueHemiiigway`Building.Codes.Inspection.FORMS\R.ough Plumbing Insulation Report.doc January 28,2003 Rough Plumbing /Insulation Inspection.Report Office No. (518)761-8256 Date Inspection requ rece' Queensbury Building&Cade Enforcement Arrive: a p e art: v a 742 Bay Road,Queensbury,NY 12804 Inspector's Initial NAME /1 y 1 �V 1� � - PERMIT#: . 3"71'T T•. LOCATION: L ---- INSPECT ON: 3 TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron,Copper Drain/Vent/Colmn. Plumbing Vent 1 Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial '' er, CPVC,Pex One&Two Family Insulation Residential Check/Commercial Check (�(�� Z irJ➢ Proper Vent,Attic Vent Duct/Hot Water Piping Insulation -�- If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: x4 f L:\SueI-temingway\Building.Codes.inspection,FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: p A am/pm Depart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's_Initials: ] -- NAME: 1. r1�/ �� ,.,�._ �� :�u� I PERMIT#: 03— Y (/ LOCATION: INSPECT ON: t 2 11 TYPE OF STRUCTURE: r/ r; i f Y N/ N/A PVC: R-1,I!2,R-3,R-4 Drain/Vents Cast Iron, Copper., Drain/Vent/Comm. p / Plumbing Vent/Vennts in Place Rough Plumbing/Nail Plates., fr ' Head or Air Supply Test '\N�\ / Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial � Copper,CPVC,Pex One &Two Family Insulation/Residential Check/Commercialef-Mck1� Proper Vent,Attic Vent �t f ✓�.�� w; Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly F COMMENTS: ;,= � •;tip • itt •L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doe January 28,2003 APJVT, M Rough Plumbing /Insulation Inspection Report AYYM Office No. (518)761-8256 Date Inspection request received: 1 D Queensbury Building&Code Enforcement Arrive: !70 am/pin Depart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials:. DL, NAME: ll! 1"1�r� -4 IM' l� )/-C-i,,V - PERMIT#; 000 LOCATION: ` ' INSPECT ON: 7i l TYPE OF STRUCTURE: Y N N/A} PVC: R-1,R-2,R-3,R-4iDrain/Vents Cast Iron, Copper Drain"/Vent/Comm. Plumbing Vent/Vents in Place .,"N Rough Plumbing(Nail Plates r/ Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial �x Copper,CPVC,Pex One&Two Family \X �Insulation/Residential Check/Commercial Cliek 4: �eZj�rect Proper Vent,Attic Vent Duct/Hot Water Piping Insulation ` If required unheated spaces Combustion Air Supply 1 for Furnace y .. Duct Work Sealed Properly ,Y; ` <.z iCOiY WNTS: A ik. 'L:\SueHemingway\Building.Codes.Inspection.FORMS�Rough Plumbing Insulation Report.doc January 28,2003 Framing/Firestopping Inspection Report Office No. (518)761-8256 Date Inspection re t d: Queensbury Building&Code Enforcement Arrive:JUI 742 Bay Road,Queensbury,NY 1.2804 Inspector's Initia NAME: L) 'M F—V-ACh\— PERMIT#: ZZD3-- bA LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N/A /Framing COMMENTS '2-�31D VA-00V,,-- OD3LY Jack Studs/Headers Bracing/Bridging Joist hangers C Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate I V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft.floor trusses Anchor Bolts 6 ft, or less on center Ice and snow shield 24 inches from wall Fire separation 1,2,3 hour Fire wall.2, 3,4 hour Firestopping oy� Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side V2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in.(W) 5.7 sf above/below grade 5.0 sf grade L:\Suellemingway\Building.Codes,Inspection.FORMSTraming Firestopping Inspection Report.doc January 28,2003 Framing/Firestopping Inspection Report Office No. (518)761-8256 Date Inspection requ re - e Queensbury Building&Code Enforcement Arrive: a p D art: 742 Bay Road, Queensbury,NY 112804 Inspector's Initi NAME: Q QL PERMIT#: 03 L19 LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N 'NIA CONMENTS oo 7, Jack Studs/Headers -T Bracing/Bridging V ? Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 3 6 in. or more Headroom 6 ft, 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate I V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses 7Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1., 2, 3 hour Fire wall 2, 3,4 hour Firestopping V,6 . Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side V2inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in.(W) 5.7.sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codcs.Inspection.FORMSIFraming Firestopping Inspection Report.doe January 28,2003 NSfYt$: `(.taa a `4h� c IZD1�Cw�. �^•� AMh11 ANYTIME . Location., �L-{-- APPRC#VED A YES NO COMM EXITS AISLE WIDTHS IT SIGNS—NORMAL BATTERY 9ME-MNCTLIGHTING •---- FIRE wNCs9 IRS.FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM FIRE SUPP SIGN SYSTEM HOOD INSTALLATION INTERIOR FINISHES STORAGEMS EeD GAS -►t- n�y'3`�f�, C_.• MEARANCE,TO SPRINKLERS CLEARANCE Y6 AE ATING UNITS CLEA 'IETO ►�cAL RE41UIRED SIGNAGE EMEMENCY PLAN MAXIMUM 00 PANG 113N G 1 EY MASONRY ROUGHIN FINAL HI EY FACTORY BUILT ROUGHIN ' FINAL ' WOOD STOVE ROUGHIN FINAL VENTED GAS APPLIANCE ROUGH IN FINALFIRED CE ._ MASONRY ROUGH IN OK THIS DATE K F CO NOT OK FINAL IRE cF�,� r FACTORY BUILT ROUGH IN INSPEr.716 sy FINAL COMDEVI{2HR1sdtW"A,E'7m2o0'11FIREMARsNAUNspl!O ONREPoRT1102201 YEL.LdW—OCCUPANT COPY —BUILDING DEPARTMENT COPY NO sznsau £ •spa 9 E .00 s af)vsn ZO:60 -6Z/10 HKI.1 •ss az HozIIxxzssaa ssauaavans/Gmsa 8b96LBS6 ssauaav HoxllvHxssaa 8 S 6 0 *ON Sor NO ROISSIAr SKVut suoaau x1 xva �� 1000 quaudojanaa dgiunumoO L£bbS6L819 xva £0=60 RON L00'Z/6Z/TO Foundation Inspection Report Office No. (518)761-8256 Date Inspection req e dv-e)i- t e p� Queensbury Building&Code Enforcement Arrive: a p Depart; 742 Bay Rd.,Queensbury,NY 12804 hispecto Initi ra.— (�TM IT#: NAME: /11 P LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A ( Footing fj 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 Darapproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of 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:\SueHen-dngway\Building.Codes.hispection.FORMS\Foundation Inspection Report doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection®ret 1, c Queensbury Building&Code Enforcement Arrive: Depart: a 742 Bay Rd., Queensbury,NY 12804 Inspector's 11ni iRMIT 0: I - NAME: ov I I A 1,\ I_0.a_Q LOCATION: -' 3'7 5 INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A �11700 ngs Piers \j 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 Darapproofing Foundation/Waterproofing Type of Danipproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of for wet areas under slab Backfill Approval Plumbing Under Slab PVC I Cast/Copper Foundation Insulation Interior/Exterior- R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building,Codes.Inspection.FORMS\Foundation Inspection ReporLdoc January 28,2003 Rough Plumbing Insulation Inspection Report Office No. (518)761-8256 Date Inspecti n re t re Queensbury Building&Code Enforcement Arrive: In 7-- t 742 Bay Road,Queensbury,NY 12804 Inspector's Ird NAME: 0 X�M: PERMIT#: 7--ob3—L4Y-i LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain Vents Cast Iron, Copper Drain/Vent Comm. Plumbing Vent/.Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial Copper, CPVC,Pex One &Two Family Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly CONTMENTS: -L:\SueHemiiigway\Building.Codes.Inspection.FORMS\Rougb Plumbing Insulation Report.doc January 28,2003 C PM Foundation Inspection Report Office No. (518)761-8256 Date Inspectionre s ec ?d Queensbury Building&Code Enforcement Arrive: p Depart:,r6:L-C—>,Da 50a p 742 Bay Rd,,Queensbury,NY 12804 inspector's Ini s: NAME: -1A) 10 V c,� ERmT#: Ll 11-� LOCATION: INSPECT ON. k-31 TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Darripproofing Foundation/Waterproofing Type of Dampproofmg/Waterproofing Footing Drain Daylight or Sump. Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of for wet areas under slab Bac 11 Approval ,AKiiiblng Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SucHemingway\Building.Codes.Inspection.FORMS\Foundation inspection Report.doc January 28,2003 Y , Foundation Inspection Report Office No.(518)161-82'56 Date�iti on rVPECT Queensbury Building&Code Enforcement Arrive: aDepart: a m '742 BayRd.,Queensbury,NY'';�I'2804 Inspector's InitialNAME: P03_ LOCATION: c 1 - TYPE OF STRUCTURE: :. Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for " = providing protection from freezing for 48 hours following the placement of the concrete. '- a s for this-purpose on site. oundation•/Wallpour ANA Reinforcement in Place eL(,- �FPo •" Foundation Dampproofmg Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing _ 6 mil 'of 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\BuiIding.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003 -2- Foundation Inspection Report Office No.(518)761-8256 Date Inspection reqaust ece' Queensbury Building&Code Enforcement Arrive: a Depart: a P 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials L NAME: P RMIT#: 0-3 C). INSPECT ON: LOCATION: ) I— TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Darapproofing Foundation/Waterproofing Type of Darapproofing/Waterproofing Footing Drain Daylight or Sump. Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Fou tion Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASucHerningway\Building,Codes.InspectionTORMSToundation Inspection ReporLdoc January 28,2003 Pill Foundation Inspection Report Office No.(518)761-8256 Date Inspection requ ece 7 0-M Queensbury Building&Code Enforcement Arrive: pm — a in 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi Q � NAME: PERMIT#: LOCATION: INSPECT ON: st�3 TYPE OF STRUCTURE: _ Comments Y N NIA Fo s C gonkohthi�cSlab Reinforcement in PlaceL,_�,�-�� f The contractor is responsible for lC providing protection from freezing for 48 hours following the placement of the concrete. 1 this purpose on site. n� a1 --- Reinforcement in Kace 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:\Suellemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 in a)t Foundation Inspection Report Office No. (518)761'-8256 Date Inspectip)a request received: /J- 14-b:3 Queensbury Building&Code Enforcement Arrive: &'/) am/pm Depart: _am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: 6poluL 4-ot'd"ea--j PERMIT#: 03 - 4q14 LOCATION: ?-1-5 1 INSPECT ON: 11-1-7-63 TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement 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 of for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulatioll Interior/Exterior R- 'iw Rough Grade 6 inch drop within 10 ft. L:\SucHeniingway\Building,Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 <: Foundation Inspection Report Office No. (518)761-8256 Date Ins ection-reque5t recei, Queensbury Building&Code Enforcement Arrive: a a7� epart.\'-`�� anal 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi NAME: PERMIT#:LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of e concrete. ;aPterial,for this purpose on site. -Foundation/Wallpour V/ Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Darapproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulatio(hnt5i xterior R- Xtz> V/ Rough Grade 6 inch drop within 10 ft. LASucHerningway\Building,Codes.hispectionTORMSToundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection re st r ed: Queensbury Building&Code Enforcement Arrive: pm Depart: in 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi � (�4 NAME: #: 03 LOCATION: INSPECT ON: TYPE OF STRUJI. 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. .Aaterials for this purpose on site. -Toundation/Wallpour Reinforcement.in Place Foundation Dampproofing Foundation/Waterproofing Type of Darapproofing/Waterproofing Footing Drain Daylight or Sump, Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of 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. LASucHerningway\Building.Codes,Inspection.FORMSToundation Inspection Reportdoc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection Yequ Iv Queensbury Building&Code Enforcement Arrive: pin epaftrt: in s. 742 Bay Rd., Queensbury,NY 12804 Inspector's Ini itia ia s: NAME: PERMIT#: d LOCATION: INSPE T ON: TYPE OF STRUCTURE: Comments tootDings Y.1-N N/A 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 Dampproofmg/Waterproofing Footing Drain Daylight or Sump, Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of 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:\SueHemfngway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection reques ceiv d: _ Queensbury Building&Code Enforcement Arrive: " =' Ca inepart: am/� � 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial , NAME: l � P IT#: LOCATION INSPECT ON: %!' TYPE OF STRUCTURE: Comments Y N N/A Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezingMcJta for 48 hours following the placement � � of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place ��' Foundation Dampproofing �DC) Foundation/Waterproofing 4 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.. LASueHcrningway\Bui3ding,Codes.InspectionYORMSToundation Inspection Report.doc January 28,2003 Permit Number Envelope Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.4 Release 2a Data Filename:C:\Program Files\Check\COMcheck-EZIQUINN MEDICAL BAYROAD.cck Section 1: Project Information JUG j l'pWAI B AY O �F 9 2003 ` Project Name: QUINNMEDICAL AD Designer/Contractor: BAST HATFIELD 1399 VISCHERS FERRY ROAD CLIFON PARK,NEW YORK 12065-6390 Document Author: BRUNO BATKO Section 2: General Information Building Location(for weather data): Saratoga,New York Climate Zone: 14a Heating Degree Days(base 65 degrees F): 7244 Cooling Degree Days f ta:,e 65 degrees F); 458 Building Tune Floor Area Office 14976 Pro" ct Description(check one): New Construction —Addition _Alteration _Unconditioned Shell(File Affidavit) Section 3: Requirements Checklist Bldg. Dept. Use I Air Leakage,Component Certification,and Vapor Retarder Requirements [ ] I 1. All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise sealed. [ ] 1 2. Windows,doors,and skylights certified as meeting leakage requirements. [ ] 1 3. Component R values&U factors labeled as certified. [ ] ( 4. Fireplaces installed with tight fitting non-combustible fireplace doors. [ ] 5. Dampers integral to the building envelope are equipped with motorized dampers. [ ] 6. Cargo doors and loading dock doors are weather sealed. [ ] ( 7. Recessed lighting fixtures are sealed or gasketed. [ ] 8. Vapor retarder installed. r Climate-Specific Requirements Gross Cavity Cont. Proposed Budget Component Name/Description Area R Value R Value U Factor U-Factor Roof 1:All-Woad Joist/Rafter/Truss 14976 30.0 OA 0.035 0.053 Exterior Wall 1: Wood Frame,Any Spacing 13440 19.0 0.0 0.068 0.076 Door 1:Glass,Clear,SHGC 0.55 172 — 0.700 0.532 Window 1:Metal Frame with Thermal Break,Double Pane Clear,SHGC 0.63 2053 -- — 0.340 0.532 Slab 1:Unheated Slab-On-Grade,Vertical 4 ft. 560 --- -5.0 --- — (a)Budget U-factors are-used for software baseline calculations ONLY,and are not code requirements. Envelope PASSES: Design 10%better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistentwith.the building plans,specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 2.4 Release 2a. When a Registered Design Professional has stamped and signed this page,they.are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. Principal Envelope Designer-Name Signature Date � I d'� tid 0519V0 c Permit Number Mechanical Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck--EZ Software Version 2.4 Release 2a Data filename:C:\Program Files\Check\COMcheck-EZ\QUINN MEDICAL BAYROAD.cck Section 1: Project Information Project Name: QUINN MEDICAL BAY ROAD Designer/Contractor: BAST HATFIELD 1399 VISCHERS FERRY ROAD CLIFON PARK,NEW YORK 12065-6390 Document Author: BRUNO BATKO Section 2: General Information Building Location(for weather data): Saratoga,New York Climate Zone: 14a Heating Degree Days(base 65 degrees F): 7244 Cooling Degree Days(base 65 degrees F): 458 Project Description(check,one): 41 New Construction Addition _Alteration _Unconditioned Shell(File Affidavit) Section 3: Mechanical Systems List uanti System Tape&Description 8 HVAC System 1: Heating:Central Furnace,Gas,Heating Capacity Unknown/Cooling:Other,Capacity> =65-<90 kBtu/h,Air-Cooled Condenser/Multiple-Zone Section 4: Requirements Checklist Bldg. J Dept. J Use J J Requirements-Specific To:HVAC System] 1. Newly purchased heating equipment meets the heating efficiency requirements [ ] 2. Minimum one temperature control device per zone [ ] J 3. Systems serving more than one zone must be VAV systems [ ] J 4. Controls capable of resetting supply air temp(SAT)by 25%of SAT-room temp difference [ ] ( 5. Motorized,automatic shutoff dampers required on exhaust and outdoor air supply openings -Exception:Gravity dampers acceptable in buildings<3 stories -Exception:Gravity dampers acceptable in systems with outside or exhaust air flow rates J less than 300 cfin where dampers are interlocked with fan j Generic Requirements: Must be met by all systems to whicht the requirement is applicable [ ] J 1. Load calculations per 1997 ASHRAE Fundamentals r C [ ] I 2. Plant equipment and system capacity no greater than deeded to meet loads i -Exception:Standby equipment automatically off when primary system is operating -Exception:Multiple units controlled to sequence operation as a function of load [ ] I 3. Minimum one temperature control device per system [ ] I 4. Minimum one humidity control device per installed humidification/dehumidification system [ ] I 5. Thermostatic controls has 5 deg.F deadband -Exception:Thermostats requiring manual changeover between heating and cooling [ j I 6. Automatic Controls:Setback to 55 deg.F(heat)and 85 deg.F(cool);7-day clock, I 2-hour occupant override, 10-hour backup -Exception:Continuously operating zones I -Exception:2 kW demand or less,submit calculations [ ] I 7. Automatic shut-off dampers on exhaust systems and supply systems with airflow>3,000 cfn [ j 8. Outside-air source for ventilation;system capable of reducing OSA to required minimum [ ] i 9. R 5 supply and return air duct insulation in unconditioned spaces: i R 8 supply and return air duct insulation outside the building R4 insulation between ducts and the building exterior when ducts are part of a building assembly I -Exception:Ducts located within equipment I -Exception:Ducts with interior and exterior temperature difference not exceeding 15 deg.F. [ ] I 10. Ducts sealed-longitudinal seams on rigid ducts;transverse seams on all ducts; I UL 181A or 181B tapes and mastics [ ] I 11. Mechanical fasteners and sealants used to connect ducts and air distribution equipment C ] I 12. Operation and maintenance manual provided to building owner . [ ] I 13.. Balancing devices provided in accordance with 603.15 of Mechanical Code for New York State [ ] I 14. Stair and elevator shaft vents are equipped with motorized dampers [ ] i 15. Exhaust air heat recovery included for systems 5,000 cfm or greater with I more than 70%outside air fraction or specifically exempted [ ] I 16. Kitchen hoods>5,000 c$n provided with 50%makeup air that is uncooled and heated to no more than 60 deg.F unless specifically exempted [ ] 17. Buildings with fume hood systems must have variable air volume hood design, I exhaust heat recovery,or seprate makeup air supply meeting the following: a)75%make up air quantity,and/or I b)within 2°F of room temperature and/or I c)no humidification I d)no simultaneous heating and cooling Section 5: Compliance Statement The proposed mechanical design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck--EZ Version 2.4 Release 2a. The design professional shall provide to the code enforcement official a written certification that the required HVAC tests,system balancing,etc.,have been performed and the system is operating as designed. The design professional shall retain copies of test reports to be provided to the code enforcement'official,if requested.When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief; and professional judgment,such plans or specific 'ons are in compl' ce with this Code. wQST ' UYA F 6/ 1 Prmci al Mechanical Design r-Name Signature Date �►a �oa Mechanical.Requirements Description New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.4 Release 2a Data filename:C:\Program Files\Check\COMcheck-EZ\QUINN MEDICAL BAYROAD.cck The following list provides more detailed description of the requirements in Section 4 of the Mechancal Compliance Certificate. Requirements Specific To:RVAC System I I. The specified heating equipment is covered by Federal minimum efficiency requirements.New equipment of this type can be assumed to meet or exceed New York State Energy Conservation Code requirements for equipment efficiency. 2. Each zone of.a multiple-zone system must have its own temperature control device. 3. Systems serving multiple thermostatic control zones must be variable-flow systems. Zone terminal controls must reduce the flow of primary supply air before reheating,recooling,or mixing air streams. 4. Multiple-zone systems must include controls capable of resetting the supply air temperature by at least 25%of the difference between the design supply air temperature and the design room temperature. 5. Outdoor air supply and exhaust systems must have motorized dampers that automatically shut when the systems or spaces served are not in use'. Dampers must be capable of automatically shutting off during preoccupancy building warm-up,cool-down,and setback,except when ventilation reduces energy costs(e.g.,night purge)or when ventilation must be supplied to meet code requirements. Both outdoor air supply and exhaust air dampers must have a maximum Ieakage rate of 3 cfin/ft2 at 1.0 in w.g.when tested in accordance with AMCA Standard 500. -Exception: Gravity(non-motorized)dampers are acceptable in buildingsless than three stories in height. -Exception: Systems with a design outside air intake or exhaust capacity of 300 cfin(140 L/s)or less that are equipped with motor operated dampers that open and close when the unit is energized and de-energized, respectively. Generic Requirements: Must be met by all systems to which the requirement.is applicable 1. Design heating and cooling loads for the building must be determined using procedures equivalent to those in Chapters 27 and 28 of the ASHRAE Handbook of Fundamentals or an approved.equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible,within available equipment options. -Exception: The equipment and/or system capacity may be greater than calculated loads for standby purposes. Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating- -Exception: Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 3. Each heating or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. 5. Thermostats controlling both heating and cooling must be capable of maintaining a 5 degree F deadband(a range of temperature where no heating or cooling is provided). -Exception: Deadband capability is not required if the thermostat does not have automatic'changeover capability between heating and cooling. 6. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria:a) capable of setting back temperature to 55 degree F during heating and setting up to 85 degree F during coolingb) capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day scheduiesc) have an accessible 2=hour occupant overrided) have a battery back-up capable of maintaining programmed settings for at least 10 hours without power. -Exception:A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. -Exception: A setback or shutoff control is not required on systems with total energy demand of 2 kW(6,826 Btu/h)or less. 7.. Outdoor-air supply systems with design airflow rates>3,000 cfin of outdoor air and all exhaust systems must have dampers that are automatically closed while the equipment is not operating. 8. The system must supply outside ventilation air as required by Chapter 4 of the Mechanical Code for New York State.If the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels, the system must be capable of reducing outdoor-air flow to the minimum required levels. 9. Air ducts must be insulated to the following levels:a) Supply and return air ducts for conditioned air located in unconditioned spaces(spaces neither heated nor cooled)must be insulated with a minimum of R-5. Unconditioned spaces include attics,crawl spaces,unheated basements,and unheated garages.b) Supply and return air ducts and plenums must be insulated to a minimum of R-8 when located outside the building.c) When ducts are located within exterior components(e.g.,floors or roofs),minimum R78 insulation is required only between the duct and the building exterior. -Exception: Duct insulation is not required on ducts located within equipment. -Exception: Duct insulation is not required when the design temperature-difference between the interior and exterior of the duct or plenum does not exceed 15 degree F. 10. All joints,longitudinal and transverse seams,and connections in ductwork must be securely sealed using weldinents;mechanical fasteners with seals,gaskets,or mastics;mesh and mastic sealing systems;or tapes. Tapes and mastics must be listed and labeled in accordance with UL 18 1A or UL 18 1B. 11. Mechanical fasteners and seals,mastics,or gaskets must be used when connecting ducts to fans and other air distribution equipment including multiple-zone terminal units. 12. Operation and maintenance documentation must be provided to the owner that includes at least the following information:a) equipment capacity(input and output)and required maintenance actionisb) equipment operation and maintenance manualsc) HVAC system control maintenance and calibration information,including wiring diagrams,schematics,and control sequence descriptions;desired or field-determined set points must be permanently recorded on control drawings,at control devices,or,for digital control systems,in programming commented) complete narrative of how each system is intended to operate. 13. Each supply air outlet or diffuser and each zone terminal device(such as VAV or mixing box)must have its own balancing device.Acceptable balancing devices include adjustable dampers located within the ductwork, terminal devices,and supply air diffusers. 14. Stair and elevator shaft vents must be equipped with motorized dampers capable of being automatically closed during normal building operation and interlocked to open as required by fire and smoke detection systems. All gravity outdoor air supply and e xhaust hoods,vents,and ventilators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use. Exceptions: -Gravity(non-motorized)dampers are acceptable in buildings less than three stories in height above grade. -Ventilation systems serving unconditioned spaces. 15. Individual fan systems with a design supply air capacity of 5000 ofin or greater and minimum outside air supply of 70%or greater of the supply air capacity must have an energy recovery system with at least a 50% effectiveness. Exceptions: -Systems serving spaces that are not cooled and heated to<60'F. -Commercial kitchen hoods(grease)classified as Type I by NFPA 96 -Systems exhausting toxic,flammable,paint or corrosive fumes or dust If an air economizer is also required,beat recovery must be bypassed or controlled to permit air economizer operation. 16. Individual kitchen exhaust hoods larger than 5000 cfin must be provided with make-up air sized for at least 50% of exhaust air volume that is uncooled and either unheated or heated to no more than 60'F Exceptions: -Where hoods are used to exhaust ventilation air that would otherwise exfiltrate or be exhausted by other fan systems. -Certified grease extractor hoods that require a face velocity no>60 ipin. 17. Buildings with fume hood systems having a total exhaust rate>1 5,000 cfin must either have variable air volume hood design,exhaust air heat recovery,or separate make up air supply. C 444 ECEIVE y SEP 2, 0 200 Site Plan Inspection ort' TOWN OF QUEENSIBURY ZONING OFFICE Name: Provident Development Group (Quinn Medical Building), attn: Jim Quinn Location: 375 Bay Road, Queensbury, NY Site Plan No.': 6-2003 Area Variance No.: 4Buildr,g IPLe,a i t IN —------- - Date: September 20, 2005 Dear Provident Development Group: During a site plan inspection on'September 20, 2005, the following deficiencies were discovered: 1) New catch basin not installed off of southwest corner of building addition. 2) Old 12" PVC storm water line not removed and'new 12" HDPE pipe not installed. 3) Disturbed area around new building addition not stabilized. 4) Unused construction material and;-,temporary storage container at southwest corner of property need to be removed, and the area disturbed needs to be stabilized. 5) Landscaping:, 20 dead trees need to be replaced with the originally approved species, which primarily,�consist of sugar maples (Acer saccharum) (19 sugar maples were. originally proposed and approved). Prior to replacing the trees, staff should be contacted to discuss potential new locations for the trees due to site constraints and the road entrance shift to the north. Please propose a schedule to correct the above referenced.deficiencies-by September 30, 2005. Should you have any questions or concerns please contact this' office. Sincerely yours, -Zt/Z Bruce Frank Code Compliance Officer LABruce FrankI2005ISPR&A I/RepoftslProvident Development Group SP 6-2003 Mod2OsepO5doc ' .! % - , - G , .t y �� } r �+ i +tf .V� Yy f. f ,t hl<'k' �x " r 3 t i`. t r y, f r t t :2' - o ff_ "r. .3'n' r x._o.';'t S '' 1 i h. f k '- j }.{1 a �MY.� r .€$' 't"#w-� �``,� fir. A.rf (^'p Iw .Q .ti .'' :Cp`; GIt „CpD� r �.+` Sy' '., `. 1 �.:;CD pq '.CD .° p,;'"C ''1 �'•• •;�,�'�. �3 } Yx t ', r• r c`' .:11 ' r �D•. i,_ U'] `� '5 --r't, `W i ;' •. Q Vie.-.,a Y• �y.� }.�.I y 1. J fD� Q.• W !•O i ^. Y td" • i�' ':ED , 7 "'• .. . I,v,=4 b C(iMC0�9—OI0 0I�0�E<f"R""0-; ;- R, ,,ry. r-t ,. 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'='!..,... ,}! .n y v, ?�'._.u�w,+ Ji(k?rti.N.MT.,r.s.a. .1 _. ...{•_• ,zJ .,�. ,. , ',:--, ._/ �l-ll .i-. ...,.u... :'u?4zt`*Cti - HATFIELD GENERAL CONTRACTORS CONSTRUCTION MANAGERS July 11,2003 David Hatin RE: Bay Road Queensbury Dear David In response to your letter we have addressed,items on the list. Item's 2 and 6 cannot be worked out at this time because we have no tenant's. Once tenants are achieved the space will comply with code. We will sununit with new plans and layouts per the code. If there any questions please feel free to call me @(518)688-8322. Very truly yours, Bruno Batko 1399 Vischers Ferry Road ■ Hallfrnoon,New York 12065-6325 ■Telephone(518)373-2000■ FAX 373-2303 TOWN OF QUEENSBURY 742 Bay Road, Queensbury NY 12804-5902 518-761-8201 4448W July 1,2003 Thomas Pratico,Jr. Bast Hatfield,Inc. 1399 Bush Ferry Road Clifton Park,NY 12065 Dear Tom: The following items need to be addressed on the plans for the Provident Development Group to be located off Bay Road in the Town of Queensbury before a building permit can be issued. We need a better site plan than the one provided with the plans to show all parking spaces, turn lanes and access areas to issue that the building complies with the fire department access portion of the building code. ' Rolle_ GJA, 14ccesl We need the interior layouts of the office spaces to assure that proper exiting will be attained once the walls are put in place. (DMechanical ventilation must be "provided to the spaces at a rate of 15 cubic feet per person. We need a statement from the mechanical engineer stating that the system will comply with that requirement. Guards need to be provided at the landing platforms in the exit stairwells at a 42 inch height. t5l/All design loads for ground snow load of 70,wind load of 90, and seismic zones, and floor loads, lobbies and corridors of So lbs and offices of 50 lbs per square foot with concentrated loads of 2,000 lbs. must be supplied to this Department. A note on the plans.is not adequate. We need the calculations.to show that the engineers have figured the proper loadings for this building. Emergency lights and exit lights must be provided in the office areas according to the layout of the office area. Areas of refuse need to be shown in the stairwells for handicapped accessibility. Handicapped parking areas need to be shown for the number of parking spaces provided. Fire alarm system plans and sprinkler.plans must be provided to the Fire Marshal's office prior to installation of the systems. Please provide the plans with a note to this effect. I/ We need the elevator cut sheets for the building. We need to know the location of the fire department connection and the fire permit connection must be a five inch stortz fitting with a 30 degree elbow. "HOME OF NATURAL BEAUTY . . . A GOOD PLACE TO LIVE" SETTLED 1763 IZ. Doors 207A and 200A require sprinkler heads on both sides. Sprinkler heads are required in the canopies of the building. A note on the plan states that the sprinkler system will comply with NFPA 13R. A 13R system is not allowed for this building.'The plans must reflect an NFPA 13 system. } The comchek energy program also comes with an inspector's checklist. Please assure that two / copies of the inspector's checklist are provided to this Department. Ile.The elevator mechanical room must be ventilated to the exterior. No vent is shown in that area. Attached is a seismic review summary sheet that must be filled out and submitted with all the paperwork requested above. Once these items have been satisfactorily addressed,a building permit will be issued. Thank you for your time and attention in this matter. Sincerely, TOWN OF QUEENSBURY David Hatin,Director Building and Code Enforcement DHJmg AIILAIF z L �� 880 Broadway Albany, NY 12207-1316 �■► Tel-(518)485.8878 FAX(59&)465-0542 NEATINGi AND COOLING INC. www.easternheatingcowing.c*r" 7/11/03 David Hatin, Building Inspector Town of Queensbury Building-Dept, 742 Bay Rd. Queengbury, MY 12804 ---- - - -- ate:ft-ovident-Development---- _-- 2 Story Office Bldg. Bay Rd- .Dear David, r am coufirm ing our verbal discussion as to how we are going to provide fresh air in the HVAC systems for the above subject building. The 4 larger systems will incorporate economizer systems which will be Programmed to provide a inimimu ui of 20 CFM per person in each, of those zones during occuppied hours. The 4 smaller systems will incorporate motorized intake dampers for fresh air tied into the return air plenums of each system again programmed to open and provide a minimum of 20'CFM per person for each zolae. The outside air will be ducted front above the roof via a common duct to the mechanical rooms. The revised plans will depict this work. If there are any questions or if I can be of ftulher service please contact me at 877-4607. ltse ..y, Gary�� !S-issou Engineer cc: Bruno Batch,Bast Hatfield Inc_ )1w11ty People.BuQing saluttow- ....... COMF©RT■ �0W 9Y.B"tEM�V SEISMIC REVIEW SUMMARY PROJECT: LOCATION: ZIP CODE: ITEM Value BCNYS BCNYS Code'Section Page No. Site Class Table 1615.1.1 317 (default to site class D) Section 1615.1.1 316 Ss(short period)- .0 3 Figure 1615(1)• 318 S, (9 second period) , j0 Figure 1615(2) 319 Fa (site coefficientshoit) Table 1615.1.2(1) 320 F,(site coefficient 9 sec.) Table 1615.1.2(2) 320 S., (short period adjusted) Equation 16-16 317 SM1 (9 sec. period adjusted) Equation 16-17 317 SDS,(short period) Equation 16-18 320 SQ, (1 sec. period) Equation 16-19 320. Seismic Use Group, Table 1604.5 287 Seismic Design Category Table 1616.3(1) 324' (short period) Seismic Design Category - Table 1616.3(2) 324 (9 sec. period). SEISMIC DESIGN CATEGORY This category determines the (most severe of above two) design analysis-arid whether MEP systems must be braced. Analysis Procedure Used Section 1616.6_ 326 Building Components Subject To Section 1621 345 Seismic Design Requirements: Architectural Section 1621.1.1 & 345 Mechanical Section 1621.1.6 347 Plumbing ditto 347 Electrical ditto 347 JAM Page 10 of 10 SEISMIC REVIEW SUMMARY PROJECT: LOCATION: ZIP CODE: ITEM Value BCNYS BCNYS Code Section Page No. .Site Class Table 1615:1.1 317,' (default to site class D) S/7-V6AS s a Section 1615.1.1 316 SS (short period) , Figure 161 v(1) 318 - S, (9 second period) , /C Figure 1615(2) 319 Fa (site coefficient—short) . 1, 'Table 1615.1.2(1) 320, F„ (site coefficient-1 sec.) rr Table 1615.1.2(2), 320 S,,,s (short period.adjusted) Equation 16-16" 317 Sm, (1 sec. period adjusted) .Z� Equation 16-17 317 ' SDS (short period) 3283 Equation 16-18 320 Sp, (1 sec. period) d 0 8 Equation 16--19 ` 320. Seismic Use Group Z Table 1604.5 287 Seismic Design Category Table 1616.3(1) 324 (short period) Seismic Design Category Table 1616.3(2) 324 (9 sec. period) i C SEISMIC DESIGN CATEGORY This category determines the (most severe of above two) C design analysis and whether MEP systems must be braced. Analysis Procedure Used Section 1616.6 -,326 Building Components Subject To Section 1621 345 Seismic Design Requirements: Architectural �, Section 1621.1.1 & 345 Mechanical L3T✓� s Section 1621.1.E 347 Plumbing „ ditto 347 Electrical .t ditto 347 JAM Page 10 of 10 { EngineeringNRH= , P.C. Job # Dept. By irI/2N Date JOB TITLE ,Fier 4,40 - A56--A58 Of Y M.Ckd. Date .�. C.Ckd. 'Date DESIGN AREA %r.)6 5'7 eY 1"joa� + Sheet of Reference 1?0.: DL •= /o ,� jam, C,t y� , � ScoP� lz �" r 2' f 72 ' r� 122 I..o ✓�.� .5c one �i /607,/A 2- / ! 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Date DESIGN AREA Z:,o 57 gx-1 % Zb,,ro Sheet r 3 of Reference �„/� 7�(n ". ,j,4.G �j5/3 SN.�g7'r,+�vGq ,....,/ '�.",C,/4.+r/,uo� ✓�1iy.^-ri.,rc / - � /WpxG S cti-_-� c-�. t.✓� IZ" C- c.. -�,- T�-t..rzmFor.QT�' /Y��.��?.�s - 5,��/?�L �✓� s a✓If3 (zx c. m/� "c -c t,->/ s-��" G Y� /�Q,,.� ..",�c,1 `y�e l�L - C-�Z r S UZ D L hl� .= '� ' h�,de . /z. �,/� GL,�c 2<o, L - J1�/-•� (12�` ) [72 for ( sz, flc�� ✓� �32, ve Z ` • fr/ $" mot ( ' Sd sclGt r', r � (3 2, a;" ( ,.. t � ^4� , 5'� x� .47'L t I -- tr'c t '�2+ off''�" Engineering, P.G. • Mu Job # Dept. By y Date JOB TITLE 41'y 16140 --VU-9--"<f5,13(1 y M.Ckd. pate C.Ckd. Date DESIGN AREA Sheet of Reference j�'c:o�-spa `,..-",sr.Y��2 wirsc�.. �s74�s = r,//✓•'e''"r,�'~ .5�i- �c'auv t�oG,. Cfssx (:�.,? �'/B�, coot • / r L4,y. 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Date DESIGN AREA Twg 57--0,e,. Sheet _1 ? of - Reference e4.4. Gt .)(00 • .. ;/�vop�o r/�i, r..-`�(r24+ � � Stoop ; . , . - Cr/ �1r✓/�L C.. ( !/J l� 44r� 'IAiC, c. �v eei,�Ale ltdc�t s r 1,BLf Ap " r • SN^.�W''i4c.C-" �FFG�ci"�a�:�s - .�.e. , �t . �5r I,�r Sr. � �`+JoI'�TN — . ` / "Sf�FGT : - , /^^"-�..%'X�/P+I...Ef'.r^`/C C�?G yS/.S " r''Y S ,,r�55c.i�..^�/1"�/.�O✓�c =�s ,�t,G,.aG.,,1.�L1 ' IVRE �� Engineering, P.G. Jab # Dept. By JOB TITLE 144Y 4 -- Oy�zus/.3y�y M.Ckd. -Date G DESIGN AREA jc.ju S7- ,,y G,..lo� Sheet Date Sheet i 5: of Reference Uf.1•�C.q:a G i� c-�•-a is _ r .s /cpsi (rat,' I 7,,�,r7- Ur. V p ✓tom / 1�" s f' (3 41 14 7 /O 8'Z/45 �t,� �crL `�9�r� l r"rgXrr.rvy 1 • �ls�st 7`' so),s 7� 7 9•9ns7' 41! lie 71 4 Z Y4 ✓e �. �7.2-' ) a ve _ / •` "/f'� t SG' �` /`,cl s,t l 34 r l VL /Sn /L At C'Lr g /V/ '/7e>L Eriginsering;-P.C. „ Job # WR Dept., By, InAH Date JOB TITLE 1. ,� �,,��, ( v� i:isl3v2y Ckd. Date . 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Date C.M. Date DESIGN AREA • ,wu STpr-r /oar, Sheet 25, of 'Reference ' � /��4/?1�/t. �� /L Slls/J (/Yr �o� —C.O�I1�J/�w2 /aU/� / S�Ac, �Z—✓ �^`t .. I ✓ss J�/�. f�t�•�. �' �s' /Yy�Q/�fZ ��r �Geo-y t'lYL� I au T t rr 5 1 (fs� �312 ry o S,A--�Ajo �YF✓',�/.�.tjL .'��a ��' S tt�r.,,I � �P" /Sr'' r�co u.G.. �o,/'..rZ//.J��Z. ��iZS ` �?.air=- S 'tj-- G� L 5 0105 14. L Z . j��,,y T•c �2uTo.Ji ( /�Y�3.,�2 �G � l/s�e �Z.� /��x q��i. 1 I A� soj�r� ass`1 �a os��lp ' - boa Al� �72o Te tl��N7bJT aS4 ` 1 I�S Z / 3�j�x �j��Z 6PL✓[� 11GpclrAc I I Engineei ing,P.C. . Job # Dept. ' By lylZl Date' JOB.TITLE M.Ckd. Date C.Ckd.. Date DESIGN AREA %� S�-orey ln/oo� �liy.-f8 Sheet ?_G. of Reference AWIAJ6 W/aGt.. zi1rt 5/G.4j tls %vc .Ss4-4. 4 ra.+s ,. s Porx 'i'7� /,�z�iK- �` rSZc.�a .•�7rae� /S�MS4 (33 x i.3 3. : = 10 y?!16s . Lti1iv�lvzr� 33a%6s 1` UI'LixT. ,tici 53 = ¢l.G j�►s 2¢3145 (,Pp �Ae��r q✓mac c- / Jos/,�r rc t !3 - /Z.G 45 L NRHEngineering, P.C. Job # Dept, By m/2111/ Date JOB TITLE M.Ckd. Date C.Ckd. Date DESIGN AREA STacy — y,/o„ •ye Sheet z7 of Reference I I , 4s -livQw-J D, ZG 7>vor a- 3 3 P5;-7-i ow-/z I . ;(971E L>X S/ye-J l�2sT l�Y-oo� Cowes f — 77'z I ��•�i�� ` /�s Sl�ouN c�.J � ZC, . /�L-= 79b'!'� �/zs Siczcr- 54 I I . else Or z-)?NCi 's s /.Jo I G✓i�,r� _ �Z z /1��" �U�G r/FT r�pj7 �/�}F /�lLiv?DST � SFG.�u� /�LooL S/t.0 ') (�ST� I�X,L =•.Si?iD��" I C� C3J zxc.'s CoR2/Do2 $Ty/� ��/(pc.l - S7?i� (f4�rrf -lci ' • I 2 i �— 7 i I 3 i r t"✓y //'•� /�rLv:W- (�/�fj/!?,a'C- �Tl�lJ � (JS€ 2'^io ®/!e'/�-L I I t ! Engineering, P.C. Job # Dept. JOB TITLE_ /�'y /� - Qu �-u M Ckd.�z/r Date se3u2,Y C.Ckd Date i DESIGN AREA Sheet -5 of Reference SrF2� /3�Trr4, vF 5/G�r ��-, /h{� •�/d��aTC�J?- ( �,Y r�'crsa G�%t,owz../�Fivp-r � (,fS�' 't.✓'r6'X,�� -7<N 4' ccL_.. 'rot . 2-1 3 . ayK co s- I - I . I r i . HEADER #1-Quick Beam MRH ENGINEERING CO., P.C. Page 1 Project: BAYROAD 15:13:10 07/08103 Job: TWO STORY WOOD FRAME Designed by: MICHAEL R. HUTSENPILLER, P.E. i Client: BAST HATFIELD Checked by: Input Data Left Cantilever. None Main Span. T6" Right Cantilever:None Check for repetitive use? No Tributary Width:0' Slope:0 Dead Load:0 psf Live Load:0 psf Snow load: 0 -Allow.LL Deflection:L/360 Allow.TL Deflection:L/360 DOL:1.150 (3 in Maximum) Eb:1800000 psi F.,:285.psi Fb:2250 psi User Defined Loads .. ;•.t`Y:.C;py1.,..,,;,.:*.,.. q,...y...y.:,..:.t:.:.,:.r:..:ism:ii.l+:}...C''';:tY:•+tg.....H.,..,y._,;„.,_.�....�:;;;.A,�...1:i:>......,,.:*""')ti.:,...:•w Dead Uniform 0' TV 540 Snow Condition 1 Uniform' 0', 7'6" 2160 Wind in Pos X Uniform 0' T6" -422 Earthquake in X Uniform 0' 7'6" 4.6 Design Checks a_. ems."�•,��"-`.'-��... -- , at{,'.: � �«:. ii ��,,s:�;�x��"�� ,t.r� `W"-''`''�'-=�=" - Maas Value 10125 2057.14 192.857 -0.1716 -0.1716 Allowable 7672.77 2587.5 327.75 0.25 0.25 %of Allow. 132 V 80 V 59 V 68 V 68 V Location 0' 3.9" 6'6-3/4" TV' TV Reactions and Bearing e -------------------- "'. ► F y:. 1.951 f 0125 7'6" 1.951 10125 Self-weight of member.is not included. Member has an actualtallowable ratio in span 1 of 80 ie%. Design is governed by bending fb/Fb. Governing load combination Is DEAD+LIVE+SNOW. Maarimum hanger forces:10137.216(Lei)and 10137.2 lb(Right). Timber design is governed by NDS 1997. Program Version 9.0-8/13/2001 1 HEADER #2'Quick Beam MRH-ENGINEERING CO., P.C. Page 1 Project: BAYROAAD 16:31:23 07/08/03 Job:TWO STORY WOOD FRAME Designed by: MICHAEL R. HUTSENPILLER, P.E. Client BAST HATFIELD Checked by: Iwwnwinwrwi�rwr�imw�rnwi�n� w�rww�wwnrrwwwwww�wwnwwwwrrrw� C Input Data F7.' f9.e' .+...++4.+. .+.. ..+e,....NOR. ....+. •... Left Cantilever:None Main Span. 7'6" Right Cantilever:None Check for repetitive use? No Tributary Width 0' Slope:0 Dead Load:0 psf Live Load:0 psf Snow Load: 0 Allow. LL Deflection:L/360 Allow.TL Deflection:U360 DOL: 1.000 (3 in Maximum) Eb:1800000 psi F,:285 psi Fb:2250 psi User Defined Loads �+'.�.+e,. � '� + � t4xx t1 ti { iF � 1F.: a•i"t ,�j .,. ti!#.+.+. -'i.+� ' .�r�'�' Dead Uniform 0' 7'6" 248 Floor Live Uniform 0' 7'6" " 825 t Design Checks Max.Value 4023.75 817.524 76.643 0,0542 -0.0681 Allowable 590E.64 2250 285 0.25 0.25 %of Allow. 68 V - 36 V 27 21 V 27 l/ Location 0` 319" 11-1/4" T9" 37 ' Reactions and'Bearing 7'6" 1.5 4023.75 Self weight of member is not included. Member has an actuallallowable'ratio in span 1 of 36 be%. Design is governed by bending fb/Fb. Governing load combination is DEAD+LIVE+SNOW+EQ. Maximum hanger forces:4023.75 lb(Left)and 4023.75 lb(Right), Timber design is governed by NDS 1997. Program Version 9.0-8/13/2001 i I HEADER #3-Quick Beam I MRH ENGINEERING CO., P.C. Page 1 Project:'BAYROAD 15:15:10 07/08/03 I Job: TWO STORY WOOD FRAME Designed by: MICHAEL R. HUTSENPILLER, P.E. Client: BAST HATFIELD, Checked by: Input Data Left Cantilev Check for Dea Load:0 psfer:None Main Span 8' Right Camilever;None T , repetitive use? No Tributary Width:0' Sigpe:0 d , Live Load:0 psf Snow Load; 0 Allow. LL Deflection:U360 Allow.TL Deflection:U360 DOL: 1.150 (3 in Maximum) Eb:1800000 psi F,:285 psi Fe:2250 psi User Defined Loads lv�aad {� $IL►ad Q4ft 1.aF t ;P =fit MR Dead. Uniform 0' 6' 540- Snow Condition 1 `Uniform 0' 6' 2160 Wind in Pas X Uniform p' 6' -422 Earthquake in X Uniform 0' 6'- 4.6 Design Checks - - ;�"`"-��a`�`'+�;";y:�+ i+M1 F}:+tYi+7+i�•�•i}e#.'MR�. tT.`t+i!tia.r+.... — >ir+}: }F.}FFH; nFftMT T1� i+HtR}!71'iiR+l$IFF cn :�f k�-.#i.H;+IHeFSFrtH + Max.Value 8100 1947.45 185.907 -0,1265 -0.1265 Allowable 6138.29 2587.5 327.75 0.2 0.2 %of Allow. 132 , 75 of 57 63 63 90 Location 0' 3' 9-1/4" 3' 3' Reactidns and Bearing � * 0' 1.561 8100 6' 1.561 8100 Self-weight of member is not included.. Member has an actuallailowable ratio in span 1 of 75 ke%. Design is governed by bending fb/Fb. Governing load combination is DEAD+LIVE+SNOW. Maximum hanger forces,8109.8 lb(Left)and 8109.8 lb(Right). Timber design is governed by NDS 1997. Program Version 9.0-8/13/2001 t i i ' HEADER #4-Quick Beam I MRH ENGINEERING CO., P.C. Page 1 Project: BAYROAD 16:32:24 07/08/03 Jab: TWO STORY WOOD FRAME Designed by: MICHAEL R. HUTSENPILLER, P.E. Client: BAST HATFIELD Checked by: I - Input Data !�;'P!!'y`#{". • 4tx# Y"'r.L" z""` iSi n :.+.... t,... .+. .. . ..... ti'...n....+ +..':+...v.+....+:.....'<pan. 6' Right Cantilever:.r..:......e:...+.�.'+}*,..:-..�.....�'...t Left Cantilever. None Main S None Check for repetitive use? No . Tributary Width:0' Slope:0 Dead Load:0 psf Live Load:0 psf Snow Load: 0 Allow. LL Deflection: L/360 Allow.TL Deflection:L1360 DOL: 1.000 i (3 in Maximum) Eb:1800000 psi F:285 psi Fb:2250 psi User Defined Loads _ r„*-� .x �'�` ��.�F$�itl�?;+��%F*c�.k'��.a�t.�+c.r�� Dead Uniform 0' 6' 360 Floor Live Uniform 0' 6' 1920 Design Checks Rr! Max.Value 6840 1644.51 156.9B8- - - - -0.0915 -0.1067 Allowable 5906.64 2250 285 0.2 0.2 %of Allow: 1161 73 55 45 53 Location 0' 3' 9-1/4" 3' T Reactions and Bearing Will 1,mii MOM 2-0 6' . 1.5 6840 Setf-weight of member is not included. Member has an actual/ailowable ratio in span 1 of 73 Design is governed by bending fb/Fb. Governing load combination is DEAD+LIVE+SNOW+EQ. Maximum hanger forces:6840 lb(Left)and 6840 lb(Right). Timber design is governed by NDS 1997. Program Version 9.0-8/13/2001 i I t : HEADER #5-Quick Beare r MRH ENGINEERING CO., P.C. page 1 Project: BAYROAD 15:17:04 07/08/03 Job: TWO STORY WOOD FRAME Designed by: MICHAEL, R. Client: BAST HAYFIELD HUTSENPILLER, P.E. Checked by. Input Data .{'.T,F +;+...+h...+.. .T...".+...;;:....r,.t ..3+.....+.. .n..,w....�+.r ....:.-..... Lett Cantilever:None Main Span: 2'31/32" Right Cantilever None Check for repetitive use? No Tributary Width:0' Slope:0 Dead Load:0 psf Live Load:0 psf Snow Load: 0 Allow. ILL Deflection: U360 Allow.TL Deflection:U360 DOL:1.150 (3 in Maximum) E5:1100000 psi F;70 psi Fh:775 psi User Defined Loads ' •+y+( +y+A.+?•* Ti r`7+ tl�+� a'+ +:+a.A �j �y `{i�i Dead Unifartn Q' + 2'31132" + 540 Snow Condition 1 Uniform 0' 2'31/32" 2160 Wind in Pos X ' Uniform 0' 2'31/32" -422 Earthquake in'X Uniform 0' 2'31132" 4.6 Design Checks ........... *" ^ .. .... :tF_;...ram �� K+i:*•ffr u�{`�'A '"_: � �.,.,,#r..;3 zu*" ?'� . �«��ri�r��HD; 'h��;•� �' +t« � uti1Fa�� '#' t "'�� ,�f:1�E �� '�:+�'�`�'� Max.Value 2811.4 273.t}47 26.189 -0.0035 0.0035 Allowable 2261.4 980.375 80.5 0.0693 0.0693 %of Allow. 124 to 28 33 1/ 5 5 Location 0' 115/32" 1'3-23/32" 1'll5/32" 1'15/32" Reactions and Bearing 2'31132" 1.5 2811.4 Set(weight of member is not included. Member has an actuaValiowable ratio in span 1 of 33 Vim. Design is governed by shear fv/Fv. Governing load combination is DEAD+LIVE+SNOW. Maximum hanger forces:2811.4 lb(Left)and•2811.4 lb(Right). Timber design is governed by NDS 1997. _ Program Version 9.0-8/13/2001 { i i HEADER #6-Quick Seam } MRH ENGINEERING CO., P.C. Page 1 I Project: BAYROAD 16:33:23 07/08/03 Jab:TWO STORY WOOD FRAME Designed by: MICHAEL R. HUTSENPILLER, P.E. Client; BAST HATFIELD Checked.by. Input Data NOW— Left Cantilever.None Main Span: 5' Right Cantilever:None Check for repetitive use? No Tributary Width:0' Slope:0 Dead Load:0 psf Live Load:0 psf 'Snow Load: 0 Allow. LL Deflection:U360 Allow.TL Deflection:U360 DOL:1.000 (3 in Maximum) Eb:180000D psi IF,:285 psi Fb:2250 psi User Defined Loads Dead, Uniform 0' 5' 334 Floor Live Uniform 0' 5' 1298 Design Checks Max,Value 4080 1226.17 130.749 -0.0451 -0.0552 Allowable 3937.7-3 2250 285 0.1667 0.1667 %of Allow. 104 b 54 46 271(• 33 Location 0' 2'6" 9-1w, 2'6" 2'6" Reactions and Bearing .i4?' m. � - .Y Z No :. 5' m It 1.5 4080 Seff-weight of member is not included. Member has an actuaVallowable ratio in span 1 of 54 V%. Design is governed by bending fts/Fb. Governing load combination is DEAD+LIVE+SNOW+EQ. Maximum hanger forces:4080 lb(Left)and 4080 lb(Right). Timber design is governed by NDS 1997. Program Version 9.0,8/13/2001 i i I ' HEADER V-Quick Beam- MRH ENGINEERING CO., P.C. Page.1 Project: BAYROAD 16:34:35 07/08/03 Job:TWO STORY WOOD FRAME Designed by: MICHAEL R. HUTSENPILLER, P.E. Client: BAST HATFIELD Checked by: Input Data Left Cantilever.None Main Span:T 5'' Right Cantilever:None Check for repetitive use? No Tributary Width:0' Slope:0 Dead Load:0 psf Live Load:0 psf Snow Load: 0 Allow.LL Deflection: U360 Allow.TL Deflection:U360 DOL: 1.000 (31n Maximum) Eb:1800000 psi Fr:285 psi Fb:2250 psi User Defined Loads r.._.. .+ .,... ... .. Y �_�,_,.,, . zx i aaMR e t ( a 'tIa1a� ilt E t.� r7 '� f+I +�—� "� 'T„ M.0 .'_'a {` ,,, —"^''-" i .•wr t 'k} Rt t t r z f3 KY r� h MOM�151 Dead Uniform ..,.r.. T 0' 5' 293 Floor Live Uniform 0' 5' 1065 Design Checks T� •+„»'�� "�'#�+x. �� z"+•`ski �� +f�m+L� t Max.'Value 3395 967.313 104.658 0.0342 -0.0424 Allowable 3937-16 2250 285 0.1667 0.1667 %of Allow. 86 Of 43 I/ 37 b 20 bf. 25 to Location 0' TV' 47-1/2" TV TV Reactions and Bearing gin Rig 0' 1.5 3395 5' 1.5 3395 Setf-weight of member is not included. Member has an actual/allowable ration span 1 of 43 %. Design is governed by bending fb/Fb. Governing load.combination is DEAD+LIVE+SNOW. Maximum hanger forces:3395 lb(Left)and 3395 lb(Right). Timber design is governed by NDS 1.997. Program Version 9.0-8/13/2001 I STUD - SECOND STORY-Simple Column MRH ENGINEERING CO., P.C. Pagel Project: BAYROAD 16:25:37 07/08/03 Job:TWO STORY WOOD FRAME Designed by: MICHAEL R. HUT8ENPILLER, P.E. Client: BAST HATFIELD Checked by: Input Data Span Horizontal Vertical Actual Axial Axial Span Span Length Unhraced Unbraced Length Length LengthX Length Y Span I Of 10, 10, .10, it Overall Length Of 10, 10, Notes: Lengths are to center line of bearing. Elevation Angle is 90 deg. Bottom is*considered to be Pinned. User Defined Loads Load Case Load Comp rent Distance(s)to Load Load at Load at Offset Offset TA_ start Length Stan End X y lb lb Pif Plf Description: Column Load Dead Concentrated Axial 101 718 0. 01 Description: SNOW Snow Condition I Concentrated Axial 10, 2879 01 Description: WIND Wind in Neg Z Concentrated Axial 10, 561 01 01 Description: EARTHQUAKE Earthquake in Z Concentrated Axial 10, 6.1 01 01 Description: 'ArEqD Wind in Pos X Uniform Shear-In 01 10, 15.7 0' 01 Plane Description: EARTHQUAKE Earthquake in X Uniform Shear-In 0' 10, 10.5 Of 01 Plane Notes: Positive loads act down. Distances are measured along length of member. Live loads are patterned to 100%. Weight of members is not included in the calculations. Details of Major Axis Member Forces - Load Cases Span Load Axial Shear Shear Bending Bending Bending Disk to Torsion Lqfl. Case Left Right Left End Right End Max. Max. lb lb lb ft4b ft-Ah- ft4b ft ft4b in Dead -718.0 Snow Condition I -2879.0 Wind inPosX 78.5 -78.5 196.2 5.0 -0.154 If Wind in Neg Z -561.0 Earthquake in X -105.0 Earthquake in Z -6.1 STUD - SECOND STORY-Simple Column MRH ENGINEERING CO., P.C. Page 2 Project: BAYROAD 16:25:37 07/08/03 Job:TWO STORY WOOD FRAME Designed by: MICHAEL R. HUTSENPILLER, P.E. Client: BAST HATFIELD Checked by. Reactions Support Load Horizontal Horizontal Vertical Moment Moment Case MajorAxis AfinorAxis MajorAxis MnorAxis. lb lb lb #4h ft4b _ Dead 0.0 0.0 718.0 0.0 0.0 Snow Condition 1 0.0 0.0 2879.0 0.0 0.0 Wind in Pos X -78.5 0.0 0.0 0.0 0.0 Wind in Neg Z 0.0 0.0 561.0 0.0 0.0 Earthquake in X 0.0 0.0 105.0 0.0 0.0 Earthquake in Z 0.0 0.0 6.1 0.0 0.0. 2 Wind in Fos X -78.5 0.0 0.0 0.0 0.0 Details of Major Axis Member Forces - Load Combinations Span Load Axial Shear Shear Bending Rending Bending Dist,to Torsion Defl- Case L(VT Right Left End Right End Max. Max. lb lb lb ft ft4b in 1 D+L+S -3597.0 D+L+1.3W+1.3WZ -538.5 78.5 -78,5 196.2 5.00 -0.154 D+L+1.3W+1.3WZ -1618.1 78.5 -78.5 196.2 5.00 -0.154 +.5S D+L+S+1.3*.5W+1. -3417.5 51.0 -51.0 127.6 5.00 -0.100 3*.5WZ D+L+S+E/1.4+EZ/1. -2757.3 4 .9D+E(I.4+EZ(1.4 -544.1 Reactions Support Load Horizontal - Horizontal Vertical Mordent Moment COM& MajorAxis MinorAxis MajorAxiz MnorAvis- I D+L+S lb 0.0 lb 0.0 lb 3597.0 ft4b 0.0 Alb .0.0 I)+L+1.3W+1.3WZ -78.5 0.0 538.5 0.0 0.0 I>i-L+1.3W+1.3WZ+.5S -78.5 0.0 1618.1 0.0 0;0 D+L+S+1.3*.5W+1.3*.5 WZ -51.0 0.0 3417.5 0.0 0.0 D+L+S+E/1.4+EZ(1.4 0.0 0.0 2757.3 0.0 OR .9D+E/1.4+EZ/1.4 0.0 0.0 544.1 0.0 0.0 2 D+L+S 0.0 0.0 0.0 0.0 0.0 D+L+1.3 W+1.3 WZ -78.5 0.0 0.0 0.0 0.0 D+L+1.3W+1.3WZ+.5S -78.5 0.0 0.0 0.0 0.0 D+L+S+1.3*.5W+1.3*.5WZ -51.0 010 0.0 0.0 0.0 D+L+S+E/1.4+EZ(1.4 0.0 0.0 0.0 0.0 0.0 .9D+FJ1.4+EV1.4 0.00.0 0.0 0.0 0.0 STUC} - S.IECOND STORY-Simple Column, - -.' ' MRH"ENGINEERING CO., P.C.' Page 3 Project: BAYROAb 16 25:37 67/08/03, Job: TWO STORY WOOD FRAME Designed by: MICHAEL R. HUTSENPILLER; P.E.• Client: BAST'HATFIELD Checked by: Tirnber.Design 1 -Q ion 1-.-Check of Member 1 •-2x6 if De ig n'=Data. Check of Member 1 -2x6 It Material type is No.2-S ruce Pine-Fir-Dimensional Check for repetitive use? Yes.. Top flange bracing'is Fully Eb=:l.1e+06 psi Braced Moist use? No Bottom flange bracing is ' Eby:1.le+06 psi Braced At Supports . I=20:8 in^4 Iy=1.5 in^4 _ Gassutned as.06E in Sx=7.6 ^3 =2.1 in^3 Shear.CH=1 -Snow Ce=1.15 This is not a spaced column, Fb:775 psi Side loaded?Nd , KX=1 F,:350 psi Overstress factor=1 Lh=10, FI:1000 psi. Allowable Floor live load deflection=IJ360 Kr=1 F�.:335 psi Allowable Floor total load deflection=L1360 Ly=1' i FV:70 psi (3 in Maximum Member weight used in analysis=0 plf 1,Area=8.25 ieZ Actual densi :29 cf Critical Design Checks Critical .Axial Bending-X- Bending-Y Shear LL Dq 1.- TL L�qfl. Reaction psi psi psi Psi in, in 16 Span 1 Value 78.5 - -436 311.405 0. 12.964 .-0.154 -0.154 -Allowable' 753.8 590.059 1853.8 1332.42 112 0.3333 0.3333 °lo of Allow. 10 74 17 0 121( :46 46 V Location 0' 0' S' 0' 5412" 5' 5' .. .� •C C C C C C : - Span 1 1 1.150 1 LOW 1 1.006 1 1.600 1.000 1 1.150 1 1.000 0.466 1 0.943 1 1.000 1 1000 q C� CFi Cc C C C C Cry C Rb Span 1 1 -1.000 1 1.300 J 1.300,1 1.100 1.000 1.000 1.000 1 1:000 1.000 1.000 0 L/d 4/d I L/d FcE. - FcEi- Fre KCE c Limitpsi• psi psi 11 11 s; Span 1 1 50'1 21.82 1 8 1 693.229 1 5156.25 le+06.1 0.3 1 0.9,1 1265 .Notes: - Member has an actual/allowable ratio in span 1 of 74 -Design is goyemed by axial fa/Fa. Governing load combination is D+L+S. Axial capacity ofinember•is 4867.5 ib. Maximum hanger forces:78.5 lb(Left)and 78.5 lb(Right). Minimum Bearing STUD - SECOND STORY-Simple Column MRH ENGINEERING CO., P.C. Page 4 Project: BAYROAD 16:25:37 07/08/03 Job: TWO STORYWOOD FRAME Designed by: MICHAEL R. HUTSENPILLER, P.E. Client: BAST HATFIELD Checked by: Actual Right S*port Span Left&Tport Length Min.Bearing Min.Bearing ft in in Span 1 10, 1.5 1.5 Notes: Locations of maximum stress,moment,-etc.are measured from the left end of the member. Bea-ring across fiffl width of beam is required. Structural adequacy of supporting members must be confirmed. Bearing lengths required may be limited by bearing stress on supporting members. A negative reaction indicates that the beam must be fastened to the support to resist uplift. See manufacturer's literature for side loaded connection requirements. Cantilever deflection allowables.are based on twice the span Length. Timber design if govemed'by NDS 1997. Program Version 9.0-8/13/2001 i -Column =STUD FIRST .STORY-Simple MRH ENGINEERING CO., P.C. - Page 3 Project: BAYROAD 16:11:26 07/08/03 Job:TWO STORY WOOD FRAME : Designed by: MICHAEL R. HUTSENPILLER, P.E. Ciiertt: BAST HATFIELD. Checked by, Timber Design 1 Option 1 -Check of Member 1 -2x£ Design*Data Check of Meim ber 1 -2x6 Material type is No:2-Spruce Pine-Fir-Dimensional Check for repetitive use?'Yes Top•flange bracing is Fully' Eby:1.1e+06psi Braced Moist use? No' Bottom flange bracing is Ety:1.1e+06 psi Braced At Supports I=20.8 inM I}=:L5 in- G-assumed as.06E Sx=7.6 iO3 S=2.1 in^3 Shear CH=1• Snow C t=•1.15 - This is'nota spaced column Fb:775 psi Side loaded?No111 Kx=1 Ft:350 psi Overstress factor Lx=10' F,:1000 psi Allbwable Floor live load deflection=V30 KY=1 Fes•:33S psi Allowable Floor total load deflection=L/360, Ly=I!, FV:70 psi (3 in Maximum Member weight used in analysis=0 plf Area=8.25 in"l Actual d;;i i :29 ecf Critical` Design Checks ' Critical axial Bending-X Bending-Y Shear L Deft. TL Defl.Reaction psi psi pS psi in" in lb span Value 78.5- 124.121 311.405 0 12.964 -0.154 -0.154 Allowable 7318 590.059 1853.8, 1332.42 112 0.3333 0.3333 %of Allow. . 10 123 17 0 12 46 45 Loca#ion 0' 0' S' 0' ` 5-1/2" 5' 5' CL CV C C. C , Span 1 1.150 1.000 1. 1..000 • 1.000 1.000 1 .1.150 1.000 1 0.466 1 0.943 1 1.000' 1 1.000' . Cu Ctb CM' CF. C C$, Ciao Cur C C� ga Span 1 1.000 : 1.300 1 1.300 - 1.100 1 1.000 1.000 1 '1.000-1 1.000,1 1.000 1 . 1.000 0 1, L/d L,dd I j( FcE x- SCE y .F1,E Kcs c F.c 11ra t psi psi ipsi • Span i 50 21.82 8 693.229 3156.25 1e+06 03 0:8 1265 Notes: Member has an actual/allowable ratio in spare 1.of 10000 %. Design is governed by buckling-fa>FeE. Governing load combination is D+L+S. • Axial capacity of member is'4867.5 lb. . . Maximum harper forces:78,3 lb(Left)and.793 lb'(Right). Minimum Bearing I - i STUD - FIRST STORY-Simple Column MRH ENGINEERING CO., P.C. Page 2 Project: BAYROAD 16:11:26 07/08/03 Job: TWO STORY WOOD FRAME Designed by: MICHAEL R. HUTSENPILLER, P.E. Client: BAST HATFIELD Checked by: Span Load Axial Shear Shear Bending Bending Bending Dist.to Torsion Defl. Case Left Right Left End Right End Mat. Max. lb lb lb ft4b ft-lb ft-1b ft ft-!b in I - Earthquake in X -12.6 i Earthquake in Z -323.0 i Floor Live -1097.0 i Reactions i Support Load Horizontal Horizontal Vertical Moment Moment i Case MajorAxis MznorAxis MajorAxis Minor Axis lb lb lb ft-ib ft-lb 1 Dead 0.0 0.0 1048.0 0.0 0.0 Snow Condition 1 0.0 0.0 3829.0 0.0 0.0 Wind in Pos X -78.5 0.0 0.0 0.0 0.0 I Wind inNeg Z 0.0 0.0 466.0 0.0 0.0 Earthquake in X 0.0 0.0 12.6 0.0 0.0 Earthquake in Z 0.0 0.0 323.0 0.0 0.0 Floor Live 0.0 0.0 1097.0 0.0 0.0 Z Wind in Pos X -78.5 0.0 0.0 0.0 0.0. Details of Major Axis Member Forces - Load Combinations I . Span Load Axial Shear Shear Bending Bending Bending Dist.to Torsion Deft. Case Left Right Left End Right End Max. Max. lb lb lb ft-!b ft-lb ft-lb ft" ft lb in 1 D+L+S -5974.0 D+L+1.3W+1.3WZ -1608.8 78.5 -78.5 196.Z 5.00 -0.154 D+L+1.3 W+1.3 WZ -3044.6 78.5 -78.5 146.2 5.00 -0.154 +.5S D+L+S+1.3*.5W+1: -4480.5 51.0 -51.0 1Z7.6 5.00 -0.100 3*.5WZ D+-L+S+Etl.4+E7J1. -4653.6 4 .9D+FJ1.4+E711.4 -839.8 Reactions i I Support Load Horizontal Horizontal Vertical Moment Moment Comb. MajorAxis MinorAxis MajorAxis MinorAxis Ib lb lb ft lb ft 16 1 D+L+S 0.0 0.0 5974.0 0.0 0.0 D+L+1.3W+1.3 WZ -78.5 0.0 1608.8 0.0 0.0 D+L+1.3W+1.3WZ+.SS -78.5 0.0 3044.6 0.0 0.0 D+L+S+1:3*.5W+1.3*.5WZ -51.0 0.0" 4480.5 0.0 0,0 D+L+S+FI1.4+EZJ1.4 0.0 0.0 4653.6 0.0 0.0. .9D+Etl.d+EZJ1.4 0.0 0.0 839.8 0.0 4.0 2 D+L+S 0.0 0.0 0.0 0.0 0.0 D+L+1.3 W+1.3 WZ -78.5 0.0 0.0 0.0 0.0 D+L+1.3W+1.3WZ+5S -78.5 0.0 0.0 0.0 0.0 D+L+S+1.3*.5W+1.3*.5WZ -51.0 0.0 0.0 0.0 0.0 D+L+S+E/1.4+E7/1.4 0.0 0.0 0.0 0.0 0.0 .9D+F11.4+EZJ1.4 0.0 0.0 0.0 0.0 0.0 i STUD - FIRST STORY-Simple Column MRH ENGINEERING CO., P.C. Page 1 Project: BAYROAD 16:11:26 07/08/03 Jab: TWO STORY WOOD FRAME Designed by: MICHAEL R. HUTSENPILLER,.P.E. Client: BAST HATFIELD Checked by: Input Data ' Span Horizontal Vertical Actual Axial Axial Span Span Length Unbraced Unbraced Length Length LenglhX Length Y ft .ft ft ft- ft - Span 1 0' 10, 10, 10, 1' Overall Length 0" 10, 10, Notes: Lengths are to center line of bearing. Elevation Angle is 90 deg. Bottom is considered to be pinned. 'User Defined Loads Load Case Load Co=cnent Distance(s)to Load Load at Load at Offset Offset Type Start Length Start End X Y i ft ft lb lb ft ft I P1.f Pif Description: Column Load Dead Concentrated Axial 10, 1048 0, 0' Description: SNOW Snow Condition 1 Concentrated Axial 10, 3829 0' 0' Description: WIND a Wind inNeg Z Concentrated Axial 10, 466 01 0' Description: EARTHQUAKE Earthquake in Z Concentrated Axial 10, 323 0' 0' Description: WIND Wind in Pos X Uniform Shear-In 0" 10, 15.7 0' 0' Plane Description: EARTHQUAKE Earthquake in X Concentrated Shear-In 5' 12.6 0' 0' Plane Description: LIVE Floor Live Concentrated Axial 10, 1097 0' 0' Notes. i Positive loads act down_ f Distances are measured along length ofinember. Live loads are patterned to 100%. Weight of members is not included in the calculations. Details of Major Axis Member Forces - Load Cases x ` i Span Load Axial Shear Shear Bending Bending Bending Dist.to Torsion Iefl. Case Left Right Left End Right Erid Max. Max. 1b lb lb ft-lb ft!b ft-1b •t ft-,lb in 1 Dead -1048.0 Snow Condition 1 -3829.0 Wind in Pos X 78.5 -78.5 196.2 5.0 -0.154 Wind inNeg Z -466.0 i .. I STUD - FIRST STORY-Simple Column MRH ENGINEERING CO., P.C. Page 4 Project BAYROAD 16:11:26 07108103 Job:TWO STORY WOOD FRAME Designed by: MICHAEL R. HUTSENPILLER, P.E. Client: BAST HATFIELD Checked by: Span Actual be, Support Right Support i. Length Min.Bearing 102n.Bearing in in Span 1 10, 1.5 1-5, Notes. Locations of maximum stress,moment etc.are measured from the left end of the member. Bearing across full width of beam is required. Structural adequacy of supporting members must be confirmed. Bearing lengths required may be limited by bearing stress on supporting members. A negative reaction indicates that the beam must be fastened to the support to resist uplift. See manufacturer's literature for side loaded connection requirements. Cantilever deflection allowables are based on twice"the span length. Timber design if governed by NDS 1997. Program Version 9.0-8/13/2001 STUD - FIRST STORY-Simple Column MRH ENGINEERING CO., P.C. Page I 17:28:00 07108103 Project: BAYROAD Job: TWO STORY WOOD FRAME Designed by: MICHAEL R. HUTSENPILLER, P.E. Client: BAST HATFIELD Checked by: Input Data, Span Horizontal Vertical Actual Axial Axial Span Span Length Unbraced Unbraced Length Length Leng1hX Length Y ft— - ft ...- ft ft ft Span.1 01 10, 10, 10, Overall Length 01 10, 10, Notes. Lengths are to center line of bearing. Elevation Angle is 90 deg. Bottom is considered to be pinned. User Defined Loads to Load Load at Loadai Offset cff;at Load Case Load Component Distance(s)Type Start Length Start End y ft lb lb ft ft Pff— PJV Description: Column Load 788 0. 01 Dead Concentrated Axial 10, Description: SNOW - Snow Condition 1 Concentrated Axial 10, 2160 Of 01 Description: WIND Wind inNeg Z Concentrated Aida] 10, 350 01 01 Description: EARTHQUAKE 243 01 01 Earthquake in Z Concentrated Axial 10, Description: VvTqD Wind in Pos X Uniform Shear-In 01 10, 11.8 01 0' Plane Description: EARTHQUAKE or Or Earthquake in X Concentrated Shear-In 9.45 Plane Description: LIVE 825 00 (y Floor Live Concentrated Axial 10, Notes: Positive loads act down. Distances are measured along length ofinember. Live loads are patterned to 100%. Weight of members is not included in the calculations. Details of Major Axis Member Forces - Load Cases Span Load Axial Shear Shear Bending Bending Bending Dist.to Torsion Defl. Case Left Right Left End Pight End Max. Max. lb lb lb �L4b............. fl4b........... ft ftqb in Dead -788.0 Snow Condition 1 -2160.0 Wind in Pus X 59.0 -59,0 147.5 5.0 -0.116 Wind in Neg Z -350.0 STUD - FIRST STORY-Simple Column MRH ENGINEERING CO., P.C. Page 2 Project: BAYROAD 17:28:00 07/08/03 Job: TWO STORY WOOD FRAME Designed by: MICHAEL R. HUTSENPILLER, P.E. -Client: BAST HATFIELD Checked by:_. Span Load Axial Shear Shear Bending Bending Bending Dist.to Torsion Defl. Case Left Right- Left End Right End Max. Max. lb lb lb ft7kb ft-lb A in Earthquake in X -9.4 Earthquake in Z -243.0 Floor Live -825.0 Reactions Support Load Horizontal Horizontal Vertical Moment Moment Case Major Axis MznorAxis MajorAxis MnorAxis lb lb lb ft-lb ft-lb Dead 0.0 0.0 78&.0 0.0' 0.0 Snow Condition 1 0.0 0.0 2160.0 0.0 0.0 Wind in Pos X -59.0 0.0 0.0 0.0 0.0 Wind inNegZ 0.0 0.0 350.0 0.0 0.0 Earthquake in X U 0.0 9.4 0.0 0.0 Earthquake in Z 0.0 6.0 243.0 0.0 0.0 Floor Live 0.0 0,0 825.0 0.0 0.0 2 Wind in Pos X -59.0 0.0 0.0 0.0 0.0 Details of Major Axis Member Forces - Load Combinations Span Load "Axial Shear Shear Bending Bending Bending Dist.to Torsion Dqfl. Case Left Right Left End Right End Max. Max. lb lb lb ft-lb ft7lbb ft-lb in 1 D+L+S -3773.0 D+L+1.3W+1.3WZ -1209.8 59.0 -59.0 147.5 5.00 -0.116 1>+L+1.3W+1.3WZ -2019.8 59.0 -59.0 147.5 5.00 -0.116 D+L+S+1.3*.5W+l. -2929.8 38.4 -38.4 95.9 5.00 -0.075 3t.5WZ -D+L+S+E11A+EZ/l. -2960.0 4 .9D+E11.4+EZ/L4 -631.5 Reactions Support Load Horizontal Horizontal Vertical Moment Mordent Comb. MajorAxis MinorAxis - MajorAxis MinorAxis lb lb lb ftqb D+L+S 0.0 0.0 3773.0 0.0 0.0 D+L+1.3W+1.3WZ -59.0 0.0 1209.8 0.0, 0.0 D+L+1.3W+1.3WZ+.5S -59.0 0.0 2019.8 0.0 0.0 D+L+S+1.3*.5W+1.3*.5WZ -38.4 0.0 2829.8 0.0 .0.0 D+L+S+EII.4+EZ11.4 0.0 0.0 2960.0 0.0 0.0 .9D+F-/1.4+EZ11.4 0.0 '0.0 631.5 0.0 .0.0 2 D+L+S 0.0 0.0 0.0 0.0 0.0 D+L+1.3W+1.3WZ -59.0 0.0 0.0 0.0 0.6 D+L+1.3W+1.3WZ+.5S -59.0 0.0 0.0 0.0 D+L+S+1.3*.5W+1.3*.5WZ -38.4 0.0 0.0 0.0 0.0 D+L+S+E/1.4+EZ(1.4 0.0 0.0 0.0 0.0 0.0 ,9D+E/1.4+EZ/1.4 0.0 010 0,0 0.0 0.0 STUD - FIRST-STORY-Simple Column MRH ENGINEERING CO., P.C. Page 3 Project: BAYROAD 17:28:00 07108/03 Job:TWO STORY WOOD FRAME Designed by: MICHAEL R. HUTSENPILLER, P.E. Client: BAST HATFIELD Checked by: Timber Design 1 -Option 1 -Check of Member I -2x6 V Design Data Check of Member! 2x6 Material type is No.2-spruce Pine-Fir-Dimensional Check for repetitive use? Yes Top flange bracing is Fully Ems:1.1 e+06 psi Braced Moist use? No Bottom flange&racing is Eby:I-1e+06 Psi Braced At Supports I�20.8 inA4 Iy;--1.5 inA4-. G assumed as.06E 7.6 inA3 Sv=2.1 inA3 Shear CH=I Snow Cd=1.15 This is not a spaced column Fb:775 psi Kx=1 Ft:350 psi Side loaded?No p Overstress factor=I LK=10, Fc:1000 si Allowable Floor live load deflection=L1360 Ky=l Fey:335 psi Allowable Floor total load deflection=-IJ360 Ly=61, F,:70 psi (3 in Maximum) Member weight used in anal ysis=0 if Area=8.25 ieZ Actual density:29 pcf Critical Design Checks Critical 4xial Bending-X Bending-Y Shear LL D�fl. TL Dqg. Reaction psi psi psi psi in in lb Span 1 Value 59 -457.333 234.05 0 9,744 -0.116 -0.116 Allowable 753.8 590.059 1853.9 1332.42 112 0.3333 0.3333 %of Allow. 8 te 78 13 It 0 ke 9 34 te 34 Vp Location 01 01 5! 01 5-1/2" 51 1 -5' CD IC C C Span 1 -1 1.150 1 1-000 1 1.000 1.000 1 1.000 1.150 1 1.000 1 0,466 079�87� Ct' CF1, Cm Cap! CMY CM•L CW I—CME Spain I - -L-1.000+1.30 1 1.300 1 1.100 1.000 1.000 1.000 1.000 1 1.000 1 1.000 0 LJd I L„ld 1,/d FcE Fc y ",-I J&CE Limk P-91" ] psi l psi Span I 1 50-1 2I-82 4 693.229 1 20625 1 1 e4-06 0.3 0.8. 1265 Notes: V Member has an actual/allowable ratio in span I of 78 %. Design is governed by a)dd fa/Fa. Governing load combination is D+L+S. Axial capacity of member is 4867.5 1b. Maximum hanger forces:59 lb(Left)and 59 lb(Right).' Minimum Bearing STUD - FIRST STORY-Simple Column MRH ENGINEERING CO., P.C. Page 4 Project: BAYROAD 17:28:00 07/08/03 Job.TWO STORY WOOD FRAME Designed by: MICHAEL R. HUTSENPILLER, P.E. Client: BAST HATFIELD Checked by: Span .Actual Left Survori Right sport Length Min.Bearing Min.Bearing .t in in Span 1 10, .1.5 1.5 i Notes. Locations of maximum stress,moment,etc.are measured from the left end of the member. Bearing across fuli width of beam is required. Structural adequacy of supporting members must be confrmed. Bearing lengths required may be limited by bearing stress on supporting members. A negative reaction indicates that the beam must be fastened to the support to resist uplift. See manufacturer's literature for side loaded connection requirements. Cantilever deflection allowables are based on twice the span length. Timber design if governed by NDS 1997. -$113/2001 Program Version 9.0 I I I i I I I • E i E i 1 ' I FIRST FLOOR SILL-Quick Beam MRH ENGINEERING CO., P.C. Page 1 Project: BAYROAD 17:24:03.07/08/03 Job: TWO STORY WOOD FRAME Designed by: MICHAEL R. HUTSENPILLER, P.E. Client: BAST HATFIELD Checked by: j Input Data Left Cantilever:None Main Span: 1' Right Cantilever:None" Check for repetitive use? No. Tributary Width:0' Slope:0 ! Dead Load:0 psf Live Load:0 psf Snow Load: 0 Allow.LL Deflection: U360 Allow.TL Deflection:U360 DOL:1.150. (1 in Maximum) Eb:1100000 psi Fv:70 psi Fb:775 psi User Defined Loads ' .�.r.+.z"�!I ,...F:.��'—'`....,.:i!�.L...:r!�� _ :r�.... .ki. �!:.+.... ..,.x.+.. .r�.� ..5 ...,.... 1 ...#..+.�� ...+.. :. #i� •.�r`k`h....+ Dead Uniform 0' i' 78$ Snow Condition 1 Uniform 0' 1' 2160 Wind in Pos X Uniform 0' 1' -350 Earthquake in X Uniform 0' 1' 243 Floor Live Uniform 0' 1` 825 Design Checks .tom tTT" _ _.._ _____ _ __ _ _ i_ _ y ;... ,}t y., "Lk:_ _ .�.yx+, _ _ '4=T.+j�T�. -_?.. ." .t Y.'ti- i t.µ a Et` a-' T did #...Y T T I .:�+��. :..,;,.is .fir�. :.,+a• 4 +�'.". k.�r'�+'-�+'(+..x �.,� :+; Max.Value 1972.77 1372 128.625 -0.0261 -0.0261 Allowable 5527.87 1158.62 80.5 0.0333 0.0333 %of Allow. 36 118# 160 X 78 te 78 Location 0' 6" 10-1/2" 6" 6" Reactions and Bearing 0' 1.5 1972.77 1' 1.5 1972.77 Self-weight of member is not included. Member has an actual/allowable ratio in span 1 of 160 %. Design is governed by shear fv/Fv. -Governing load combination is DEAD+LIVE+SN©W. Maximum hanger forces:1972.77 lb(Left)and 1972.77 lb(Right). Timber design is governed by NDS 1997. t i Program Version 9.0-8/13/2001 I ! i I I I i. - SECOND FLOOR SILL-Quick Beam •MRH ENGINEERING C4.,.P.C: ?age 1 j Project: BAYRQAD 22:00:49 07)08103 Job:TWO STORY WOOD FRAME Designed by: MICHAEL R. HUTSENPILLER, P.E. Cfient: BAST HATFIELD Checked by:_,__,__ram Input-Data • l n•at'f 8: . ..5 �P .+�- ..flims Qnl�il...E �:: - - - �x Lest Cantilever;None Maln'Spbn:. 1.'3-31132"' 'Right Csntilever Atone _ Check for repetitive use? No TrWary Widlt.Cr dope:0 Dead Load:0 psf Live Load.Q psf Snow Load:. 0 Allow.LL Deflection:U360 Allow.TL Deflection:L/3$0 DOL:1.1So ; (f in Maximum). ab:1100000 psi Fv.70 psi Ft,:775 pet User Defined Loads .�.::..;i.,oad:._:>.-::....:::f?�stanc..s . .:....-:_,...ioati:,...:.......:.::•.....-..:ogd��t`r�=�='�'�`:';:.':.1:oad'�it .�` �_ 1' pe Start• Lengtts :;;; ''_._�:= Start- ind -� - Y Dead Uniform 0' 1'3-31/32" 540 Snow Condition 1 lSnifanm 0' 11-31132" 2160 Wind in Pos X Uniform 0' 1'3-311321" .422 Earthquake in X Uniform, ' 0' 1'3-31132" 63 . Design Checks •sane l:': �:: ::: ea X•-:- f~:...:...:.:..... ......:... ..:..:.::::.. a :... Max.Value 1935.81 637.986, 76.646 0.0077 - -0.0095 Allowable 2763.93 1160.62 80.5 0.0443 0,0443 %of Allow. 70 ' 55 Ile 98 V 17 V 21 It Location• 0' 7-31132" 3-1& 7-31/32" 7-31/32"- Reactions and Beating ..... cattiart ; .::Mid . - - 0' 1.5'. 1935.81 . 1'3-3t/32" 1.5 1935 81 -Self-weight of member is not Included. Member has an actuaNallowable ratio in span 1 of 98 V%. Design is governed by shear fv/Fv. Governing load combination is Dead+Snow Condition's. Maximum hanger forces:1935.81 lb(Left)and 1935.81 lb(Right). Timber design is govemed'by NOS 1997. ° Program Version 9.0-9/13/2001 t • i I CORRIDOR STUD-Wall Column MRH ENGINEERING CO., P.C. Page 1 Project: BAYROAD 22:11:2107/08/0 Job;TWO STORY WOOD FRAME 'Designed by: MICHAEL R. HUTSENPILLER, P.E. Client: BAST HATFIELD Checked by: Input Data span Horizontal Vertical' Actual Axial Aiial Span Spatz Length Unbraced Unbraced Length Length Length Length ft ft f-t Of Span I ly 10'' 10, 41 Overall 1SnAh 01 10, Lengths are to center fine of bearing. Elevation Angle is 90 deg. Bottom is considered to be 12imied. User Defined Loads —Load—Case Load _do_,_npne;,_t —Dis4wice(s)—to . Load Load atLoad— at_"Offset • Offset Type Start Length start End X y f! p lb tb A fi Description: DEAD 01 01 Dead Concentrated Axial 1(y 394 Description: LIVE ' V Floor Live Concentrated Axial 10, 1416 Notes: Positive loads act down. Distances are measured along lengthW memb er, Live loads.are patterned to 100%. Weight of members is not included in the calculations. Summary of Member Forces - Load Combinations Span Axial Shear Shear Beading- Bending Torsion Deflection Deflection McyorAw Minor Axis Major Axis Minor Axis Major Axis Minor Axis lb lb ft-lb in in Reactions Support Load Horizontal Horizontal Vertical Moment MOnie_wt Comb. MalbrAxis Minor Axis Major Axis Minor A-ris 1b lb lb ft___1b Llb D+L+S 0.0 0.0 1810.0 0.0 0.0 2 D+L+S 0.0 0.0 0.0 0.0 0.0 CORRIDOR STUD-Wall Column MRH ENGINEERING CO., P.C. Page 2 Project: BAYROAD 22:11:21 0710=3. Jab:TWO STORY WOOD FRAME Designed-by: MICHAEL R. HUTSENPILL:ER, P.E. Client: BAST HATFIELD, Checked by: Timh er-De_i n 1 •4 °t n 't -.Chock of Ntem er I ax6 01 ; Design Data Check of Member 1-=US ke Material type is No.2-S Pine-Fir-Dimensional Check for repetitive use? Yes Top flange bracing is Fully Es,:1.Ie+06 psi _ Braced. Moist use?No Bottom flange bracing is. F+y-1.le+06 psi Fully'Braced IX=20.8 in^4 I,,=1.5 in^4 G assumed es.068 �=7.6' A3: =2.1 in"3. Shear CH-1 -Snow Cie-=1.15 This:is not a spaced column Fb:775 psi Side loaded?No Ke=d Fe:350 si Overstress factor=1 Lx=10' F,:1000 psi Allowable Floor live load deflection=L/360._ KY=,I F.,t.335 ILsi Allowable Floor total load deflection=L1360..:` Ly=41, F4:70 psi (I in Maximum . Memberweight used in anal sis=0 if Area=8.25,ie2 -Actual density.29 pof Critical Design Checks Critical: axial Bending-X Bending Shear LLDefI. 7ZDq,JL . Reaction psi psi psi psi -m' in Span.1 Value 0 219.394 0 0 - 0 0 - 0 Allowable 753.9 299.801 1158.62 1159.62 70` 0.3333 0.3333 %of Allow. o :73 " 0 4R 0 a o a Location 0' JV 1 10' 1 10' 5-1t2" 0'- •a' " C12 I C'. - CI Cv I I Cr CI C I C. IC *pan 1 1:000 1,a00 1.000 1.000 1 ' 1.000 1 1.150 1,000 1 0.5.19 1. 0.273 1 LOW I.000 C, Cmu Csr CFI CMCate Chto C C�uK, Cui t, S l 1 1,000 1 1.300 1 1,300 1, 1.100. 1.000,1 1A00 1. 1,000 1.000 t 1.000 I 1.000 1.1 0 Ltd L,/d Lid, Fce: posy ��s Kca p I' Limit Psi- i i si S 50 21.82 1 32-1 693.229 1 322.266 1, Ie+06 1 0.3 0.8 I100 • Member has an actual/allomvable ratio in space 1,of 731N., Design is governed by axial fa/Fa. • Governing load combination is.D•+-L+S+E13:4, . Axial capacity of member is 2466.75 lb • Locations.of maximum stress, moment,etc. are measured frorft the leaf end ofthe'member. • Bearing across full width of beam is required. I CORRIDOR STU.D-Wall Column MRH ENGINEERING CO., P,C. Page 3 Project: BAYROAD 22:11:21 07/08103 I Job: TWO STORY WOOD FRAME Designed by: MICHAEL.R. HUTSENPIL LER, P.E. Client: BAST HATFIEL D _ Checked by:� Structural adequacy of supporting members trust be confirmed. • Bearing lengths required maybe limited by bearing stress on supporting members: A negative reaction indicates that the beam must be fastened to the support to resist uplift. • See manufacturer's literature for side loaded connection requirements. • Cantilever deflection allowables are based on twice the span length. • Tirrltier design if governed by,NDS 1997. , Program Version 9.0-8/13/ml i 3 Steel Design Report . Element: UYROAIx-PLOORBE"(C.IEGMWAYROAD) Company: URFIENGINEERXNG'CO.,P.0 Description: User. 11/RU Bate: 0 710812003 10.20 PM Software: Eagle Pout Steel Demrt Design GENERAL INFORMATION Desc Ian Value Design Criteria Desi Design Code AISC ASB 1990 Total Span Length 18.00 Ft First Node Support Pinned Last Node Sti�port Pinned j Total Load Deflection L/360.00 Live Load Deflection 11360.00 Maximum Stress Ratio_ 1.000 Bending Coefficient 1.0 Steel Yield Stress 50 K/lrt^2 Section Shape w Maximum Section Depth :18.00 In Minimum-Section Deptb 18,00 In Number of Solutions 10 Live Load Patterning Yes LTB Length 2.00,2.00,2.00,2.00,2.00,2.00,2,00 2.00 Ft I SPAN LENGTH DATA(Unit'Ft) I spali 1 18.00 - i a t LOAD INFORMATION LOADS Rut Load Load 1)?W Dir Begin Value Begin Position End Value End Position No. Case I Dead Linear Y -0.390(K/F 0.00 t -0.390 t 18,000 t 2 Live Linear Y -1.300 t 0.00 -1.300 t 18.000 LOAD COMBINATIONS LC 1: DL Only LC2: DL+LL on All Spans ELEMENT REPORTS i Note: Deflections are calculated based on E'I=le+3 lr 2 SPAN I ! Load Node No. Inflection Anal(I) Shear(K) Moment(K- Max Distance Max Distance ' Comb Points(Ft) Ft) Moment(K- (Ft) Deflection (Ft) Ft 1 1 0,000 0.000 3.510 -0.000 15.795 9.000 -921-164 9.000 2 18.000 0,000 -3.510 0.000 2 1 0.000 0.000 15.210 0.000 68.445 9.000 -3991.711 9.000 2 18.000 0.000 -15.210 0.000 REACTIONS Node Load Comb PX(K) PY(K) Moment(K.-Ft) No. I LC 1:DL Only 0,000 3.510 0.000 " LC2:DL+LL on All Spans 0.000 15.210 -0.000 2 LC 1:DL Only 0.000 3.510 0.000 ! LC2:DL+LL on All Spans 0.000 15.2I0 0.000 Steel Design Report for ,BAY ROAD-FLOOR BEAK Page 2/2 1 CRITICAL STRESS SUMMARY Ref: Section Name Status Governing Seeding LC Shear LC Deflection 11-LC I .Deflection LC No. Criteria Patio Ratio Ratio-LL Rat10-TL 1 W18x35 OK DEFL41, 0.432 2 0.143 2 0.345 2 0.450 2 i Recommended: W1805 CRITICAL STRESS DETAILS SectionNsme:WIWS StatusiOK SPAN f Unit Actual Allowable Ratio Load Combination Bendfn -X " K/In^2 -14.259 33.000 0.432 LC2:DL+LL on All Spans Shear-Y KffnA2 2.8b4 20.000 0.143 LC2:DL+LL on All Spans Total Deflection-Y In -0.270 0.600 0.450 LC2:DL+LL on All S s Live Deflection-Y In .0.208 0.600 0.346 LC2:DL+LL on All S I I . i i i I I . i I I i j Page 112 Concrete Footing Design Job: 13AY ROAD Designed By: IvlM Footing W. MERIOP FOOTING Checked By: Time: 71=003 10:40 Program: Spud Footing Design v2.00 Code:AC12002 SOIL DATA CONCRETE DATA COLUMi DATA Max. Vert Press. - 3.000 K /£t ^2 F'c = 3.000 K /In ^2 F'c 4.060 K /In ^2 r Max. Flexural Press. - 3.000 K /Ft ^2- Density = 150.000 Lb/Ft ^3 X Dim. = 12.000 In Density - 110.000 Lb/Ft ^3 Fy .60.000 K /In ^2 Z Dim. = 12.000 In Phi Angle = 30.000 Deg X Offset - 0.000 Ft Cceff. of Friction = 0.333 - Z Offset - 0.000 Ft Cohesion 0.000 Lb/Ft ^2 SURMARGE DATA Ftg. Depth = 4.000 Ft +X,+Z Quadrant 0.000 K /Ft ^2 FS Uplift - 1.700 +X,-Z Quadrant = 0:000 K /Ft ^2 BASE PLATE DATA FS Overturning = 1.700 -X,-Z Quadrant = 0.000 K /Ft ^2 X Dim. = 0.0O0 In FS Sliding 2.000 -X,+Z Quadrant = 0.000 K /Ft ^2 Z Dim. = 0.000 In C 0 L U M N L 0 A D D E S C R I P T I O N S COLUMN LOAD DESCRIPTION 1 D4-L III LOAD COMBINATIONS I ' LOAD COMBINATION DESCRIPTION 1 .1.4D 2 1,2D + 1.61, + 0.5R 3 1.2D + L + 16R 4 1.2D + 0.8W + 1.6R { 5 1.2D + L + 1.6W + 0.5R -6 1.2D + L + 1.4E + 0.2R 7 0.9D + 1.6W 8 0.9D + 1.4E a 9 1.2D - 0.8W + 1.6R 10 1.2D + L - 1.6W + 0.5R 11 1.2D + L - 1.4E + 0.2R I 12 0.9D - 1.6W - 13 0.9D,- 1.4E , U N F A C T O R E D L 0 A D S I N P U T I COLUMN LOAD No. 1 - DEAD LOAD LM LOAD WIND LOAD EARTHQUAKE LOAD ROOF LOAD } Vertical -7.010 K -23.400 •K 0.000 K 0.000 K 0.000 K Moment X = 0.000. Ft-K 0.000 Ft-K 0.000 Ft-K 0.000 Ft-K 0.000 Ft-K i Moment Z = 0.000 Ft-K- 0.000 Ft-K 0.000 Ft-K 0.000 Ft-K 0.000 Ft-K Horizontal X = .0.000 K { Z = 0.000 K I ! F O O T I N G O U T P U T ! FOOTING CHECK SHEAR STRESSES (ONE WAY) SHEAR STRESSES (TKO WAY) X Dimension = 3.500 Ft +X Area - 0.017 K /In ^2 +X Area = 0.049 K /In ^2 Z Dimension = 3.500 Ft -X Area = 0.017 K /In ^2 -X Area = 0.049 K /In ^2 � Thickness = 12.000 in +Z Area 0.021 K /In ^2 +Z Area = 0,049 K /In ^2 Max. Press. = 2.522 K /Ft ^2 -Z Area = 0.021 K /In ^2 -Z Area - 0.049 K /In ^2 Allow. = 0.082 -K /In ^2 _ Allow. = 0.164 K /In ^2 i Max. Pressure Governing Column - 1, Combination = 2 Footing is Adequate i ! BOTTOM STEEL DESIGN (Parallel to X Axis) BOTTOM STEEL DESIGN (Parallel to Z Axis) i Governing Column. = Temp/Shrink Minimum Governing Column = Temp/Shrink Minimum Moment (+X Area) - 10.235 Ft-K Moment (+Z Area) = 10.235 Ft-K (-X Area) = 10.235 Ft-K (-Z Area) = 10.235 Ft-K I Page 2/2 j Steel Required = 0.907 In^2 (Min) Steel Required 0.907 In^2 Mn) Dist. to Centroid = 3.000 In Dist. to Centroid = 3.750 In . Typical Spacings Typical Spacings 9 #3 Bars at 4,500 In. Centers 9 #3 Bars at 4.500 In. Centers 5 #4 Bars at 9.000 In. Centers 5 #4 Bars at 9.000 In. Centers 3 #5 Bars at 18.000 In. Centers (Anchor) 3 #5 Bars 'at 18.000 In. Centers (Anchor) t QUANTITIES 18.522 Lbs,of Steel and 12.250 Ft^3 of Concrete, I I _ - i . } i n � f t - i E - I i C13 rQ TABLE 1609.6.2.1(1) ED MAIN WINDOORCE-RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH MEAN ROOF HEIGHT OF r- m 30 FEET LOCATED IN EXPOSURE Ba CI HORIZONTAL LOADSI, VERTICAL LOADS MAXIMUM HORIZONTAL WALL LOADSd Wind Load Roof Angle End Zone Interior Zone End Zone Interior Zone Windward Velocity Overhang Zone Direction ZZ Wall Roof' wall Roof' Windward Leeward Windward Leeward End Interior I E 4 E 4 roof' roof roof roof zone zone 0 to 5' 11.5 -5.9 7.6 -3.5 -13.8 -7.8 .9.6 -6.1 -20.6 -16.4 8.7 -6.7 6A -5.2 Transverse 20* 15.9 -4.2 10.6 -2.3 -13.8 -9.6 -9.6 -7.3 -20.6 -16.4 10.8 -9.0 7.8 -6.7 85 30*<angle.45* 12.9 8.8 10,2 7.0 5.0 -7.8 4.3 -6.7 -5.8 -6.5 9.6 -7.3 8.2 -6.1 Longitudinal All angles 11.5 -5.9 7.6 -3.5 -13.8 -7.8 -9.6 *6.1 -20.6 -16.4 8.7 -6.7 1 6.4 -5.2 4;ci8-4-' 0to5* 12.8 -6.7 8.5 -4.0 -15.4 -8.8 -10.7 -6.8 -23.1 .18.4 9.1 -7.5 7.2 -5.8 11-13 0 a.15 . 0 - /!;,+ _j%oG -Ib,-7 -7-7 ?.45 - -� 17.8 4.7 11.9 -2-6 -15.4 .10.7 .1 10.1 .8 -7.6 90 Transverse go 0.7 -8.1 -23.1 -18.4 12.1 11 30*<angle s 45* 14.4 9.9 11.5 7.9 5.6 a -8.8 4.8 -7.5 -6Z -7.3 10.7 -8.1 9.1 -6.8 Longitudinal All angles 12.8 -6.7 ILS A,0 -15.4 -8.8 .10.7 -6.8 -23,1 -18.4 9.8 -7.5 7.2 -5.8 0 to 5, 15.9 -8.2 10.5 -4.9 -19.0 -10.8 -13.3 -8.4 -28.5 -22.7 12.0 -9.3 8.8 -7.2 100 Transverse 20' 22.0 -5.8 14.6 -3.2 -19.1 -13.3 -13.3 -10.1 -28.5 -22.7 14.9 -12.5 10.8 -9.3 30*<angle s 45' 17.8 12.2 14.2 9.8 6.9 -10A 5.9 -9.3 -8.1 -9.0 13.3 -10.1 11.3 -8.4 Longitudinal All angles 15.9 -8.2 10.5 -4.9 -19.1 -10.8 -13.3 -8.4 -28.5 -22.7 12.0, -9.3 8.8 -7.2 oloW 17.5 -9.1 1111,6 -5.4 -21.0 -11.9 -14.6 -9.2 -29.4 -23.0 1313 -10.3 9.7 -7.9 105 Trans.verse 20* 24.2 -6.4 16.1 -3.5 -21.0 -.14.6 -14.6 -11.1 -29.4 -23.0 16.5 -13.8 11.9 -10.3 , 30*<angle s 45' 19.7 -13.4 15.6 10.8 7.6 -11.9 6.6 -10.3 -6.9 -7.9 14.6 -11.1 12.4 -9.2 Longitudinal All angles 17.5 -9.11 11.6 -5.4 -21.0 -11.9 -14.6 -9.2 -29A -23.0 13.3 -10.3 9.7 -7.9 0 to 5, 19.2 -10.0 12.7 -23.1 -13.1 -16.0 -10.1 -34.5 -27.5 14.6 -11.3 10.7 -8.7 110 Transverse 20' 26.6 -7.0 17.7 -3.9 -23.1 16.0 -16.0 .12.2 -34.5 -27.5 18.1 -15.1 13.1 -11.3 30*<angle.45* 21.6 14.8 17.2 11.8 11*3 -13.1 7.2 -11.3 -9.8 -10.9 16.0 -12.2 13.7 -10.1 Longitudinal All angles 19.2 -10.0 12.7 -5.9 23.1 -13.1 -16.0 -10.1 -34.5 -27.9 14.6 -11.3 10.7, -8.7 0 to 5' 22 -11.9 15.1 -7.0 -27.4 -15.6 -19.1 -12.1 41.1 -32.7 17.3 -13.4 12.7 -10.3 DI Transverse 207- 31.6 -8-13 21.1 -4,6 -27.4 -19.1 -19.1 -14.5 -41.1 -32.7 21.5 -18.0' 15.6 -13.4 120 30*<angle s 45' 25.7 17.6 '20A 14.0 9.9 -15.6 8.6 -13.4 -11.6 -13.0 19.1 -14.5 16.2 -12.1 O Z Longitudinal All angles 22.8 -11.9 15.1 -7.0 -27.4 -15.6 -19.1 -12.1 -41.1 -32.7 17.3 -13.4 12.7 -10.3 47 0 0 to 5" 24.8 -12.9 ---16.4 7.6 -29.8 -16.9 -20.7 -13.1 -41.7 -32.6 18.8 -14.5 13.8 -11.2 0 0 Transverse 20'. 34.3 -9.1 22.9 -5.0 -29.8 -20.7 -20.7 -15.7 -41.7 -32.5 23.3 -19.5 16.9 -14.5 m 125 0 30'<angle s45* 27.9 19.1 22,2 15.2 10.7 -16.9 9.3 -14.5 -9.8 -11.2 20.7 -15.7 17.6 -13A (1) 'n -1 Longitudinal All angles 24.8 -12.9 16.4 -7.6 -29.8 -16.9 -20.7 -13.1 41.7 -32.6 18.8 -14.5 13.8 -11.2 Z I m 0 to 5' 26.8 -113.9 17.8 -0.2 -32.3 -18.3 -22.4 -14.2 -48.2 -38.4 20.4 -15.7 14.9 -12.1 0 130 Transverse 20. 37.1 -9.8 24.7 -5.4 -32.2 -22.4 -22.4 -17.0 -482. -38.4 25.2 -21.1 18.3 -15.7 C 17 0 :1) 30'<angle 45' 30.1 20.6 24.0 16.5 11.6 -18.3 10.0 -15.7 -13.7 -15.2 22.4 -17.0 19.1 -14.2 (1) Longitudinal All angles, 26.8 -13.9 17.8 -8.2 -32.2 -18.3 -22.4 -14.2 48.2 '38.4 20.4 -15.7 14.9 -12.1 17 I I I I I I I m > rn W-A m (Conrinue(Q Z