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161 5th Ave S permit file
CITY OF r"N FALLS Project Type: Plumbing Permit Applied Date: 04/14/2020 Permit Type: Small Job Residential Installatioi Issued Date: 04/14/2020 <�SERVING Permit No: 20-1414 Address: 161 5TH AVE S Owner Name: Todd Ames Contractor: Scott M Thompson 161 5Th Ave S 2385 Settler'S Ridge Trail Twin Falls Id 83301 Twin Falls ID 83301 208-539-4862 Phone: 208-731-0305 Contractor License/Registration# BAT-20111 Permit Information Description of Work I Will Be Installing A New Pvb. The Dc Is Not Reparable. Small Job Project Value 1.00 _ Do you own the Property? _ N _ Is this your primary or secondary residence? N Fee Date Description Qty/Hrs Fee Fee Amount Amount Waived Due 04/14/2020 Mech-Elec-Plum Small Job$10 No 10.00 Total Fees: Payment Amount: 10.00 Amount Due: This permit may be transfered with the property paperwork filled out and signed. Permit becomes null and void if work is not commenced within 180 days or is abandoned for a period of 180 days. Property Owners: By signing this form you are certifying that you are the legal owner and will personally perform the work covered by this permit. You recognize that this permit is only valid for the work on a primary or secondary residence and associated outbuildings not used for commercial purposes. By signing this, you accept responsibilitly for all work being performed, and understand that all work must be inspected by the City of Twin Falls, Building Department. Inspection Line Phone Numbers: Building: 208-735-7333 Electrical:208-735-7235 Mechanical: 208-735-7289 Plumbing:208-735-7299 For same day inspections call before 7:30 a.m.the day you want the inspection, If you call after 7:30 a.m. your inspection will be the next day. Signature: Date: FEB/02/2015/MON 12:23 PM Peterson Law Office FAX No. 120$7335553 P. 001/001 01128/201 S 13:07 CRY of Twin Fags fAIn1200736M P.0011001 �f REQUEST TO EXAMINE/COPY PU13UC RECORDS TO: CITY OF TW FALLS PUBLIC INFORMATION COORDINATOR DATE: 1 I HEREBY REQUEST, PURSUANT TO IDAHO CODE§-4-33$, TO EXAMINE AND/OR COPY THE FOLLOWING UBLIC R'ECORppz;' �� �tC,nLc�I a36 51I.aE "VDt� , nWr�(�1L.�5�7J I µsOF sba,sjc-r- r-o it 2�Q.A)EY, Llr�g I,j z 4a li FOE- -r PeP--Ct1 Z . -TAES6 09-6 4Iff-0,L q1�{}�, da L ,LC'OK-0-__ rdr.X774(pjlnrG- V 22ZE,�F-rn rr0fm uII-Mm C-- ❑ I WISH TD EXAMINETHESE RECORDS. 1'WISH TO MAKE COPIES OFTHESE RECORDS, PRINT NAME: LEI&A- A V A-E 6 r4LAOE),-j MAILING ADDRESS: A,/ A ye, . S Q I TE�Z62 =/IJIAJ FAI LS, it TEL.I;PHONE No. (& ) EMAIL, SIGNATU ; OA-�Dk�tw"'7 l ACKNOWt.MGE BY MY NA771RE THAT THE RECORDS SOUGHT 8Y THIS REQiIEST IY1LL Np7'btu' USEW PrOR A MAILING LIST OR TFsLEPHONELISTASSET FORTH/N IDAHO CODE§9,348, GENERAL BUILDING INFORMATION Reference Notes: O A B C D A B C D 1. RELOCATE EXISTING ODOR,FRAMES,HARDWARE AND RELITE TO NEW LOCATION AS SHOWN. BUILDING CODE(S)OF RECORD:UNIFORM CODE FOR BUILDING CONSERVATION,1997 EDITION 2. REMOVE EXISTING DOOR AND HARDWARE.INSTALL NEW MATCHING UNIFORM BUILDING CODE,1997 EDITION DOOR WITH ACCESSIBLE LOCK AND LATCH TO MATCH BUILDING UNIFORM FIRE CODE,1997 EDITION STANDARD(CLOSER NOT ALLOWED PER ADA CLEARANCE BUILDING FLOOR AREA * REQUIREMENTS). 3. INSTALL NEW STOREFRONT WALL AND DOOR AND ACCESSIBLE - I FIRST LEVEL 6,430 GROSS S.F. HARDWARE TO MATCH EXISTING. SECOND LEVEL 6,364 GROSS S.F. THIRD LEVEL 6,364 GROSS S.F. s OFFICE T�E OFFICE t OFFICE OFFICE OFFICE TOTAL 19,158 GROSS S.F. t O OB Q � "GROSS SQUARE FOOTAGE-INCLUDES STAIR STAIR ALL BUILDING STRUCTURE AND CIRCULATION OCCUPANCY SQUARE FOOTAGE 21 OFFICE OppEN OFFICE FFlCE B ())�0 OBREAK RbOMS,WORK ROOMS,STORAGOMS, 12.637 S.F. ROOMS,OPEN OFFICE,TENANT SPACE(S) - - - - - B ACCESSORY(Be): 3 3 ELEVATOR EQUIPMENT,ELECTRICAL ROOM(S) 3,101 S.F. RESTROOMS,CUSTODIAL$$ROOM((YYS��((,+ 1 OFFICE OFFICE ELEVATOR OBBY.FIREOPATLECTION SYSTEM,RISER RM. 36" BRK. RM. L T BRK. RM. ELEVATOR O O e CONF. 6 E PAPR CONE. B B TOTAL SQUARE FOOTAGE 15,738 S.F. A-3 0 O- A-3 - - �J 4 STORAGE 5,993 S.F. CONE. CONF. 2 S-I TOTAL SQUARE FOOTAGE: 5,993 S.F. RESTROOM RESTROOM Ba ® 10 Ba OTHER AREA _ _ - TOTAL CIRCULATION,SHAFTS,AND STRUCTURE V(\l 5 -- - 5 (IN ALLOWABLE AREA CALCULATIONS INCLUDED 4,624 S.F. LOBBY OFFICE O T„ A2.01 4 OFFICE AT B OCCUPANCY) B 0 3 --7� ' Oj LOBBY 0 41 O ~' 0 O 610 - - -O 6 I � � OFFICE � � OFFICE LOBBY , (� LOBBY i B Ba 3fi O Ba J SEPARATIONS General Notes: ______ (UBC 505.1.2) 2 SIDES-AREA INCREASE 1. UNLESS NOTED OTHERWISE,ALL DIMENSIONS ARE TO THE FACE OF 99 ^ EAST SIDE 50'-20'=31. WIR - - �7� - -�7 j STUDS FOR GWB WALLS PARTITIONS. O - V -- O - - `/ SOUTH SIDE 68'-20'=42' / OFFICE 77 OFFICE 2. UNLESS NOTED OTHERWISE,ALL DIMENSIONS ARE TO CENTER OF STEEL OFFICE 2 OFFICE MAXIMUM ALLOWABLE 37.5%INCREASE 0 0 O O UNLESS NOTED AT COLUMNS. STAIR 3 STAIR FRAMERETURN AT ALL DOOR AND RECITE JAMBS SHALL HAVE A 4•STUD 3 SECRETARY SECRETARY 4. PROVIDE SOLD BLOCKING IN STUD WALL FOR ALL WALL HUNG - - - - � - - � - _ _ �a1 TYPE OF CONSTRUCTION 3 OFFICE OFFICEMILLWORK,EQUIPMENT,AND AT DOOR HARDWARE LOCATIONS. PP. TABLE 5-B) V-N OFFICE OFFICE B7 OB 3O 3 20 ALLOWABLE AREAS CALCULATIONS (UBC,SECTION 505) 36' A.OCCUPANCY B&S-1 B.BASIC ALLOWABLE AREA(UBC TABLE 5-B)(UBC 504.3) 16,000 S.F. C.SIDE YARDS z 50%(UBC 505.1.3) 22.000 S.F. ' ' D.MAXIMUM ALLOWABLE 22,000 S.F. E.SPRINKLER INCREASE(UBC 505.3) NOT USED FOR AREA INCREASE F.AREA RATIO(ONE STORY-UBC 504.3 AND HANDBOOK) B/SI ACTUAL 6,430 FIRST LEVEL = =.58`I OK L e g e n d }� B/S-I ALLOWABLE 11.000 H n G.AREA RATIO(MULTI-STORY-UBC 504.2.504.3 AND HANDBOOK) ___= WALL TO BE REMOVED.WHERE WALL BE REMOVED ABUTS l[ EXISTING CONSTRUCTION AND WALLS TOO REMAIN,REPAIR AND p B/S-1 ACTUAL 6.430 PATCH BACK FINISHES TO MATCH ADJACENT. FIRST LEVEL = =.29 EXISTING WALL CONSTRUCTION TO REMAIN.COORDINATE WITH b'r B/SI ALLOWABLE 22,000 �� NEW WORK FOR FINISH REQUIREMENTS. B/S-I ACTUAL 6A34 29+.29+.29=.87 .`2 OK NEW WALL PER WALL TYPE AS SPECIFIED. CODE PLAN = n FLOOR PLAN n `y SECOND LEVEL = =.29� (UBC HANDBOOK NEW WALL PER WALL TYPE AS SPECIFIED. _ SCALE:3/32•=1'-0• O SCALE:3/32•=1'-0• O p \tY B/S.1 ALLOWABLE 22 B/S•I ACTUAL 6.,000 EXAM PLES 504.1 AND 504.2) 434 RATED WALL ASSEMBLY.COORDINATE WITH BUILDING Z Z .�•SY d THIRD LEVEL INFORMATION DRAWING SHEETS AND WALL TYPES. B/5-I ALLOWABLE 22,000� �v /�i \J� L DOOR AND FRAME TO BE REMOVED.WHERE DOOR TO BE G( v REMOVED ABUTS EXISTING CONSTRUCTION AND WALLS TO ALLOWABLE HEIGHT AND STORIES REMAIN,REPAIR AND PATCH BACK FINISHES TO MATCH ��� ,� (UBC TABLE 5-B) TYPE V-N=40' ADJACENT. � BASIC ALLOWABLE 2 STORIES AT B EXISTING DOOR AND FRAME TO REMAIN.RETAIN AND PROTECT �X Q'e (1)ADDITIONAL STORY INCREASE FROM UBC SEC.506-AUTOMATIC SPRINKLER SYSTEM FROM DAMAGE DURING CONSTRUCTION ACTIVITIES. A �O O NEW DOOR,FRAME,HARDWARE AND TRIM. ACTUAL HEIGHT AND STORIES F.E. Q FIRE EXTINGUISHER CABINET. HIGHEST POINT 38'AT HIGHEST ROOF PARAPET FD 3 STORIES AT B 0 FLOOR DRAIN. COORDINATE WITH PLUMBING DRAWINGS. l� FIRE RESISTIVE REQUIREMENTS FRAME 0 TYPE. THE INFORMATION LISTED BELOW IS A REQUIREMENT OF THE CONTRACT DOCUMENTS s FIRE FLOW REQUIREMENTS TYPES OF CONSTRUCTION (UBC TABLE 6-A) H U M M E L ,,, oaerek�uErwer FROM TABLE A-III-A-I(UFC 1997) BUILDING ELEMENT TYPE V-N / a: 2785 North Bogus Basin Road I FOR BUILDING SQUARE FOOTAGE:19158 S.F:TYPE V-N 1. BEARING WALLS•EXTERIOR N Boise,Idaho 83702 REQUIRED: 3,750 GAUMIN WITH(3)HOUR FLOW DURATION ,Idaho 8 AND(4)HYDRANTS(TABLE A-1 I I-8-1). 2. BEARING WALLS-INTERIOR N Building Plans have P• (208)343.7523 0 EXCEPTION: 5.2 BUILDINGS OTHER THAN ONE-TWO FAMILY DWELLINGS. 3. NONBEARING WALLS-EXTERIOR N been reviewed and approved f: (208)343.0940 REDUCTION UP TO 75%,AS APPROVED,IS ALLOWED .onstru0ti0n Sub' FOR BUILDINGS WITH APPROVED AUTOMATIC 4. STRUCTURAL FRAME N led 0 SPRINKLER SYSTEM. S. PARTITIONS-PERMANENT N I i Fjej Inspectjpn P r o- e c t I ALLOWED: OR01500GAUMI5GAUMIN edge- ` SIMPSON AND COMPANY BUILDING k OR I500 GAUMIN MINIMUM 6. SHAFT ENCLOSURES I AND(1)HYDRANT(TABLE A.I I I-B.1). 7. FLOORS AND FLOOR-CEILINGS N ^/ WITH(2)HOUR FLOW DURATION Data / 4 J ® I I 12-8 AT 1500 GAUMIN AND 983•2=1966 GAUMIN. 8. ROOFS AND ROOF-CEILINGS N FIELD VERIFY 161 5TH AVENUE SOUTH M AT EXISTING HYDRANT(5).THE RITE FLOW MEETS CODE 9. EXTERIOR DOORS&WINDOWS SEC.606.3) N - I EQ EQ EQ 3'-0" ( TWIN FALLS, IDAHO 2" 2' 2" 2 2" 10. STAIRWAY CONSTRUCTION (SEC.606.4) BUILDING ELEMENTS SHALL HAVE THE FIRE-RESISTIVE REQUIREMENTS INDICATED. kkk CONTRACTREQUIREMENTS RELATIVE ADDITIONAL FIRE-RESISTIVE RATINGS(ASSEMBLIES)ARE REQUIRED AS INDICATED N FLOOR PLAN CODE PLAN ON OTHER DRAWING SHEETS. TO BUILDING CODES AND THE WORK IN ALL CASES,THE MORE RESTRICTIVE ASSEMBLY SHALL GOVERN. Q $ of > N1 N Project No: 120" i - - it 1.ALL WORK SHALL BE INSTALLED IN COMPLIANCE WITH THE 1997 UBC(UNIFORM BUILDING CODE)OR CURRENT Drawn B y: TN cJ - - W EDITIONS OF THE INTERNATIONAL CODES,THE 1997 UFC(UNIFORM FIRE CODE),AND LOCAL JURISDICTION REQUIREMENTS. C h e c k e d B y: TN a LL M " LEGEND ~ PR Date: 10/312012 2.ALL PLUMBING WORK SHALL BE INSTALLED PER THE 1997 UNIFORM PLUMBING CODE OR CURRENT EDITIONS OF THE N M INTERNATIONAL CODES AND LOCAL JURISDICTION REQUIREMENTS. ��\gCMI G Revisions M � e.0 3.ALL MECHANICAL WORK SHALL BE INSTALLED PER THE 1997 UNIFORM MECHANICAL CODE OR CURRENT EDITIONS OF �/ a SAFETY GLAZING REQUIRED THE INTERNATIONAL CODES AND LOCAL JURISDICTION REQUIREMENTS. O ROOM OCCUPANT LOAD X" P REQUIRED EXIT WIDTH Ce- vAR-1635 (PER UBC TABLE 10-A) (AS PER UBC TABLE 10-B) LU J,10-SO.( 6 4.FOR ELECTRICAL WORK AND RESPECTIVE CODE REQUIREMENTS REFERENCE CURRENT EDITION OF NEC(NATIONAL X ELECTRICAL CODE). TENANT O ROOM TITLE * O ACTUAL EXIT WIDTH SITE PLAN/FIRE HYDRANT/FIRE FLOW PAN S.THE ENTIRE BUILDING SHALL BE FIRE SPRINKLERED BY THE CONTRACTOR.PROVIDE A COMPLETE SYSTEM AS REQUIRED 6 OCCUPANCY CLASS L� '] -. -.2 _ _ LOBBY ELEVATION TO MEET CODE.ALL FIRE SPRINKLER WORK SHALL BE APPROVED BY THE STATE FIRE MARSHAL AND THE LOCAL FIRE � (PER UBC CHAPTER 3) _..-..-..-. _ *--PROPERTY LINE r Sheet N O: `� SCALE:3 3Y=1'-0• DEPARTMENT.THE SYSTEM SHALL BE INSTALLED IN COMPLIANCE WITH THE UBC,UFC,AND THE HFPA FINAL TESTING OF U / O SCALE:1/4• =1'-0• THE SYSTEM SHALL BE WITNESSED BY THE FIRE MARSHAL AND LOCAL FIRE CHIEF.THE FIRE PROTECTION CONTRACTOR Z'i - SHALL BE RESPONSIBLE FOR SUBMITTING SPRINKLER SYSTEM DRAWINGS(AS PER HFPA 13)TO AUTHORITIES HAVING (1) HOUR FIRE RESISTIVE O A2.01 JURISDICTION FOR REVIEW,COMMENT,AND APPEAL COPY THE ARCHITECT AND OWNER WITH THE APPROVED SET OF CONSTRUCTION DRAWINGS. Permit Type: Commercial City of Twin Fails Permit Date: . 09/1912012 Building Permit Permit No.: 1202114 Address: 161 5TH AVE S Project Type: Remodel Zoning: Construction Type: V-B Occupancy: OFFICES Occupancy Class: Legal Description: Intended Use: interior remodel Owner Name: HEPWORTH,JEFF Contractor: NEW LIVING CONSTRUCTION P O BOX 1906 255 BLUYE LAKES BLVD N. TWIN FALLS ID 83303 TWIN FALLS ID 83301 Phone: 2087340702 Phone: ( ) - Contractor License/Regisiration# rct 30532 Building Valuation: #of Floors: #of Units: Occupancy Type Construction Type Sq.Ft.I City Rate City Value County Rate County Value OFFICES I V NON-RATED 1 11 73.2711 6000.0011 59.25 Totals 6000.00 Building Permit Fees: Fee Date Description Fee Type Qty/Hrs City Amount 11 County Amount1l Total 09/19/2012 PERMIT FEE Building 112.99 112.99 0911912012 PLAN REVIEW FEE Building 73.44 73.44 Total Fees 186.43 Less:Collections to Date Net Amount Due 186.43 This permit is being Issued subject to the following Special Provisions and Deferrals: •••••NONE""' This permit Is not transferrable(between contractors)and becomes null and void If work Is not commenced within 180 days or is abandoned for a period of 180 days. Signature: Date: Permit Type: Commercial ! City of Twin Falls Permit Date: 0911912012 Building Permit Permit No.:1202114 Address: 161 5TH AVE S Project Type: Remodel Zoning: Construction Type: V-B Occupancy: OFFICES Occupancy Class: Legal Description: Intended Use: interior remodel Owner Name: HEPWORTH,JEFF Contractor: NEW LIVING CONSTRUCTION P O BOX 1906 255 BLUYE LAKES BLVD N. TWIN FALLS ID 83303 TWIN FALLS ID 83301 Phone: 2087340702 Phone: ( ) - Contractor License/Registration# rct 30632 Building Valuation: #of Floors: #of Units: Occupancy Type Construction Type Sq.F,Y / City Rate City Value County Rate County Value OFFICES V NON-RATED 73.27 6000.00 59.25 Totals 6000.00 Building Permit Fees: Fee Date Description Fee Type Qty/Hrs City Amount County Amount Total 09/19/2012 PERMIT FEE Building 112.99 112.99 09/19/2012 PLAN REVIEW FEE Building 73.44 73.44 Total Fees 186.43 Less: Collections to Date Net Amount Due 186.43 This permit Is being issued subject to the following Special Provisions and Deferrals: "•••NONE•"•"` This permit Is not transferrable(between contractors)and becomes null and void if work Is not commenced within 180 days or is abandoned for a period of 180 days. Signature: Date: r N(� ,,rest �.w� ' {Sz. � ! ,yy�. ari ` � •. / 3 v Ll H N u N ❑� h of � '� o •+� , . r ry . - •... p. •� o icy 00 s [�] - ti �o Q �o c� �K ENO o FF bra �V U'HUMMEV a r c h i i c c t u r e ■ planning ■ d e s i g a A R C H I T E C T S P A July 18, 2003 City of Twin Falls Building Department r? P R E C 4 V E Plan Review 345 2^a Ave. E J U L 2 �- Twin Falls, ID 83301 R E C E IV E D aTY Of TWF: Attn: Ms. Marianne Barker— Building Official Na�" J U L 2 12003 Re: Simpson and Co.— Historic Renovation Si1tLUtNQ DE� Ms. Barker: On Thursday,July 17, 2003,J.P. Morgan of Don Anderson Construction notified me of an existing building condition (a thickened concrete foundation wall) at the Simpson Building that is causing a conflict with the elevator smoke door in Vestibule 109. The door will not swing 180 degrees w/o hitting the wall. I did some further investigation to find that the building does not need to have the smoke doors. Due to the fact that none of the corridors around the elevator are fire and smoke rated, the smoke doors are not required per 1997 U.B.C. Sections 304.6, 7.1 1.I, 7.11.4, and Table 6-A. The elevator shaft and door (enclosure) need to be a I-hr. rated fire assembly— not fire and smoke assembly. The lobbies adjacent to each elevator stop are not apart of any rated exiting space. Please reference the attached U.B.C. Sections included and Occupancy Floor Plans for the project. As you will see the hatched areas indicated on the drawings are the only areas that need to be 1-hr. fire resistive construction. It is our interpretation that the smoke doors can be deleted from the scope of the construction. The project is nearing completion and your agreement to this matter would greatly be appreciated. Please initial and/or sign this letter that you are in agreement with this issue. Your prompt response would be greatly appreciated. If you have any questions, please don't hesitate to contact me. Sincerely, Hum rchitects, P.A. Eent's: ject Manager C. Section 304.6, 71 1.1, 7 11.4— Partial Architectural Sheet A0.03 (Attachment A, B, and C) Greg Allen , A . I . A . C . Wayne Hunsucker, A . I . A . Scott J . Straubhaf, A. I .A . 2285 Bogus Basin Road i fax:208.343.0940 Boise, Idaho 83702 • � b-(0 ' D��l i rl��j l.-, V `�`�' i 304.1 1997UNIFORIrt BUILDING CODE r--�-� 9.Dry cleaning pick-up and delivery stations and self-service. 304.E Shaft and Exit Enc osnres. its shall be enclosed as 10. Educational occupancies above the 12th grade. specified in Chapter 10. �eva�poi shaafl�'Vant shafts-nd oher ope>t A; ugh f]oo1s 11. Electronic data processing. nc a`nd the enclosmti-shall `Q cifeed in Sect 12.Fire stations. n-71} 13.Florists and nurseries. using Group B Occupancies equip wr au- 14. laboratories.--testing and research. tomatic sprinkler systems throughout,enclosures need not be pro- vided for escalators where the top of the escalator opening at each 15. Laundry pick-up and delivery stations and self-service. story is provided with a draft curtain and automatic fire sprinklers 16. Police stations. are installed around the perimeter of the opening within 2 feet (610 mm)of the draft curtain.The draft curtain shall enclose the 17. Post offices. perimeter of the unenclosed opening and extend from the ceiling 18.Print shops. downward at least 12 inches(305 mm)on all sides.The spacing between sprinklers shall not exceed 6 feet(1829 mm). 19. Professional services such as attorney, dentist, physician, engineer. 304.7 Sprinkler and Standpipe Systems. When required by 20. Radio and television stations. Section 904.2.1 or other provisions of this code,automatic sprin- kler systems and standpipes shall be installed as specified in 21.Telephone exchanges. Chapter 9. For occupancy separations,see Table 3-13. 304.8 Special Hazards. Chimneys and heating apparatus shall 304.2 Construction,Height and Allowable Area. conform to the requirements of Chapter 31 of this code and the ! Mechanical Code. 304.2.1 General. Buildings or parts of buildings classed as Storage and use of flammable and combustible liquids shall be Group B Occupancies because of the use or character of the occu- in accordance with the Fire Code. panty shall be limited to the types of construction set forth in Devices generating a glow,spark or flame capable of igniting Table 5-13. Such occupancies shall not exceed, in area or height, flammable vapors shall be installed such that sources of ignition the limits specified in Sections 504,505 and 506 and shall comply are at least 18 inches(457 mm)above the floor of any room in with the provisions of this section. which Class I flammable liquids or flammable gases are used or 304.2.2 Special provisions. stored. 304.2.2.1 Laboratories and vocational shops. Laboratories Stationary lead-acid battery systems used for facility standby, and vocational shops in buildings used for educational purposes, emergency power or uninterrupted power supplies shall be and similar areas containing hazardous materials, shall be sepa- installed and maintained in accordance with the Fire Code. rated from each other and other portions of the building by not less than a one-hour fire-resistive occupancy separation. When the SECTION 305-- REQUIREMENTS FOR GROUP E quantities of hazardous materials in such uses do not exceed those OCCUPANCIES listed in Table 3-D or 3-E,the requirements of Sections 307.5 and 307.8 shall apply.When the quantities of hazardous materials in 305.1 Group E Occupancies Defined. Group E Occupancies such uses exceed those listed in Table 3-D or 3-E,the use shall be shall be: classified as the appropriate Group H Occupancy. Division 1. Any building used for educational purposes Occupants in laboratories having an area in excess of 200 through the 12th grade by 50 or more persons for more than 12 square feet(18.6 mz)shall have access to at least two exits or exit- hours per week or four hours in any one day. access doors from the room and all portions of the room shall be , Division 2. Any building used for educational purposes within 75 feet(22 860 n1m)of an exit or exit-access door. through the 12th grade by less than 50 persons for more than 12 304.2.2.2 Amusement buildings. Amusement buildings with hours per week or four hours in any one day. an occupant load of less than 50 shall comply with Section 408. Division 3.Any building or portion thereof used for day-care purposes for more than six persons. 3043 Location on Property. For fire-resistive protection of ex- For occupancy separations,see Table 3-13. terior walls and openings,as determined by location on property, see Section 503 and Chapter 6. 305.2 Construction,Height and Allowable Area. 304.4 Access and Means of Egress Facilities. Means of egress 305.2.1 General. Buildings or parts of buildings classed in shall be provided as specified in Chapter 10. See also Section Group E because of the use or character of the occupancy shall be 304.2.2.1 for means of egress from laboratories. limited to the types of construction set forth in Table 5-13 and shall Access to,and egress from,buildings required to be accessible not exceed,in area or height,the limits specified in Sections 504, r shall be provided as specified in Chapter 11. 505 and 506,except that the area may be increased by 50 percent when the maximum travel distance specified in Section 1004.2.5 304.5 Light,Ventilation and Sanitation. light,ventilation and is reduced by 50 percent. sanitation shall be in accordance with Chapters 12 and 29 and this 305.2.2 Atmospheric separation requirements. section. ' 305.2.2.1 Definitions. For the purpose of this chapter and Sec- 304.5.1 Ventilation of flammable vapors. See Section tion 1007.3,the following definitions are applicable: 1202.2.2 for ventilation of flammable vapors. COMMON ATMOSPHERE exists between rooms, spaces 304.5.2 Sanitation. The number of plumbing fixtures shall not or areas within a building that are not separated by an approved be less than specified in Section 2902.3. smoke-and draft-stop barrier. 1-1 B 709.7 1997 UNIFORM BUILDING CODE 711.3 be confirmed that the fire-resistive integrity of the wall is n4airl- accordance with Section 709.6 or 710.2 or is protected to prevent the twined in accordance with UBC Standard 7-1. free passage of flame and the products of combustion.Such penetra- tions shall not exceed an aggregate area of 100 square inrhrs in any 100 709.8 Joints. The protection of joints shall comply with the re- square feet(694 mrn2/m2)of ceding area in assemblies tested without quirements of Section 706. penetrations. 2.Membrane penetrations for electrical outlet boxes of any material are permitted,provided that snob boxes are tested for use in fire-resls- SECTION 710- FLOOR CEILINGS OR live assemblies and installed in accordance with the tested assembly. ROOF CEILINGS 3.The annular space created by the penetration of a fire sprkkkr shall be permitted to be unprokcted,provided such space is covered by 710.1 General. Fire-resistive floors, floor-ceiling or roof- a metal escutcheon plate. ceiling assemblies shall be assumed to have the fire-resistance rat- ings set forth in Table 7-C.When materials are incorporated into 710.4 Roofs. Fire-resistive roofs may have unprotected open- an otherw4se fire-resistive assembly that may change the capacity ings.See Chapter 24 for skylight construction. for heat dissipation, fire test results or other substantiating data 710.5 Wiring in Plenums. Wiring in plenums shall comply with shall be made available to the building official to show that the re- the Mechanical Code. quired fire-resistive time period is not reduced. 710.6 Joints. The protection of joints in fire-resistive floors and f Where the weight of lay-in ceiling panels used as part of fire- roofs shall comply with thLLequiWents of Section 7( l resistive floor-ceiling or roof-ceiling assemblies is not adequate to resist an upward force of 1 pound per square foot(0.M kN/m2), wire holddowns or other approved devices shall be installed abov SECTI)N 711 -SHAFT ENCLOSURE the panels to prevent vertical displacement under such upwar CM.1��1._ rags through floan-sha.1 be Enclosed in a, force. =shaft enclomfeQJre-resistive txlnstructi�h8virrig the l Sri-d 7101 Through Penetrations. ' d Set forth in 7rabTe�A fats aft e�losiifes'°eltce teas permitted in Sections 711.3, 7115 and 711.6.tee also Sech6ffL3N.6_for„ 710.2.1 General.Through penetrations of fire-resistive ho ' - shafts-%GrMM B Occupancres,Sec i tal assemblies shall be enclosed in fire-resistive shaft enclosures cies, lions 3 .6 al 07.11.2.3 for shafts in p in accordance with Section 711.1 or shall comply with Section H pan Sec r shafts in Group M Occupancies 710.2.2 or 710.2.3. and Section 311.6 for shafts in Group S Occupancies. EXCEPTIONS: 1.Steel,ferrous or copper conduits,pipes,tubes, 711.2 Extent of Enclosures. Shaft enclosures shall extend from vents,concrete,or masonry penetrating items that penetrate a single the lowest floor opening through successive floor openings and fire-rated floor assembly where the annular space is protected with shall be enclosed at the to and bottom- mat erials that prevent the passage of flame and hot gases sufficient to p ignite conon waste when subjected to UBC Standard 7-1 time-temper- EXCEPTIONS: 1.Shafts extending through or to the r uderside of ature fire conditions under a minimum positive pressure differential of the roof sheathing,deck or slab need not be enclosed at the top. 4 0.01 inch of water column(25 Pa)at the location of the penetration for 2.Shafts need not be enclosed at the bottom when protected by fire d period equivalent ana8 Pe 8 aPP � ,h15salled at the •ti: the time alent to the fire-resistive r of the construction dampers conforming to ed penetrated.Penetrating items with a maximum 6-inch(152 trim)roof- lowest floor level within the shaft enrdosure. nal dianreler shall not be limited to the penetration of a single-foe-re- sistive floor assembly,provided that the area of the penetration does not Shaft enclosures Shall be constructed to continuously maintain ' l a • the required fire-resistive integrity. : exceed 144 square inches In any 100 square feet(100 000 mm m q Bnty 10 mz)of floor area 7113 Special Provision. In other than Group I Occupancies, 2.Penetrations in a single concrete floor by steel,ferrous or copper openings that penetrate only one floor and are not connected with conduits,pipes,tubes and vents with a maximum 6-inch(152 mm) nominal diameter provided concrete,grout or mortar is installed the openings communicating with other stories or basements and that j full thicim of the floor or the thickness required to maintain the fire- are not concealed within building construction assemblies need resistive rating.The penetrating items with a maximum 6-inch(152 not be enclosed. mm)nominal diameter shall not be limited to the penetration of a single Exit enclosures shall conform to the applicable provisions of concrete floor,provided that the area of the penetration does not exomd Section 10053.3. 144 square inches let boxes mm�. In one- and two-story buildings other than Group I Occupan- 3.Electrical outlet fortes e i any material are permitted provided that cies,gas vents,ducts,piping and factory-built chimneys that ex- in a boxes are tested for use is fire-reslstfve asscmbtics and installed tend throe not more than two floors need not be enclosed, m accordance with rite tested assembly. provided the openings around the penetrations are frestopped at 710.2.2 Fire-rated assemblies.Penetrations shall be installed as each floor. tested in the approved UBC Standard 7-1. EXCEPTION: BW gas vents Installed In accordance with their 710.23 Penetration firestop system. Penetration shall be pro- Ong• tected by an approved penetration ftrestop system installed as Gas vents and factory-built chimneys shall be protected as re- tested in accordance with UBC Standard 7-5.The system shall quired by the Mechanical Code. have an F rating and a T rating of not less than one hour but not less Walls containing gas vents or noncombustible piping that pass than the required rating of the floor penetrated. through three floors or less need not provide the fire-resistance rat- EXCEPTION:Floor penetrations contained and located within the ing specified in Table 6-A for"shaft enclosures,"provided the an- cavity of a wall do not require a T rating, nular space around the vents or piping is filled at each floor or 710.3 Membrane Penetrations. Penetrations of membranes ceiling with noncombustible materials. that are part of a fire-resistive horizontal assembly shall comply EXCEPTION: BW gas vents Installed in accordance with their with Section 710.2. listing. EXCEPTIONS:1.Membrane penetrations of steel,ferrous or cop Openings made through a floor for penetrations such as cables, per conduits,electrical outlet boxes,pipe,,tubes,vents,concrete,or cable trays, conduit, pipes or tubing that are protected with ap- masonry penetrating items where the annular space is protected in proved through-penetration fire stops to provide the same degree 1-72 i 1997 UNIFORM BUILDING CODE . 711.3 713.6.1 of i cc a oor construction need not be enclosed. SECTION 713—FIRE-RESISTIVE ASSEMBLIES FOR For floor eiling arse lies, e S 'on 710. PROTECTION OF OPENINGS Protection of O nin O into a shaft enclosure 713.1 General. Where required by this code for the fire protec- gs Openings tion of openings, fire assemblies shall meet the requirements of shall be protected by a self-closing or an automatic-closing is section LWbly conforming to Section 713 and having a fire-protection ratio one hour for openings through one-hour fire-resistive 13.2 Definitions. walls and one and one-half hours for openings through two-hour 'F'IRE ASSEMBLY is the assembly of a fire door,fire windows fire-resistive walls, or fire damper, including all required hardware, anchorage, 1.opouings to Inc cuc may be unprotected frames and sills. when permitted by Table 5-A. FIRE ASSEMBLY,AUTOMATIC-CLOSING,is a fire as- 2.Openings protected by through-penetration fire stops to provide sembly that may remain in an open position and that will close au- the same degree of fire resistance as the shaft enclosure.See Sections tomatically when subjected to one or the other of the following 709 and 710. 1. An increase in temperature. 3.Noncambusn'ble ducts,vents or chimneys used to convey vapors, dusts or c=bustion products may penetrate the endosure at the bot Unless otherwise specified,the closing device shall be one rated tom at a maximum temperature of 165 F(74 C). Openings in shaft enclosures penetrating smoke barriers shall 2. Actuation of a smoke detector. be further protected by smoke dampers conforming with approved The closing device shall operate by the activation of an ap- recognized standards. See Chapter 35,Part IV. proved listed smoke detector. Smoke detectors shall be installed and maintained as set forth in approved nationally recognized EXCEPTIONS: 1. Exhaust-only openings saving contiaaa¢tly standards. operating fad and protected using the provisions of Chapter 9. 2. Smoke dampers are not required when their operation would FIRE ASSEMBLY,SELF-CLOSING,is a fire assembly that interfere with the p r s weiori of a requirsmoked when system is kept in a normally closed position and is equipped with an ap- proved device to ensure closing and latching after having been 7115 Rubbish and Linen Chute Termination Rooms. In oth- opened for use. [ er than Group R,Division 3 Occupancies,rubbish and linen chutes 7133 Identification of Fire Doors, FIre Windows and Fire shall terminate in rooms separated from the remainder of the Dampers. Fire doors,fire windows and fire dampers shall have I building by an occupancy separation having the same fire rests- an approved label or listing mark, indicating the fire-protection tance as required for the shaft enclosure,but not less than one hour. rating,which is permanently affixed at the factory where fabrica- Openings into chutes and chute termination rooms shall not be tion and piSsembly are done.Periodic inspections shall be made by located in corridors or stairways. For sprinklers, see Section an approved inspection agency during fabrication and assembly. 904.2.2. Labels for fire doors used to protect openings into exit enclo- sures shall indicate that the temperature rise on the unexposed sur- 711.6 Chute and Dumbwaiter Shafts. In buildings of Type V face does not exceed 4507(232°C)above ambient at the end of j construction,chutes and dumbwaiter shafts with a cross-sectional 30 minutes of the fire exposure specified in UBC Standard 7-2 to t area of not more than 9 square feet(0.84 m2)may be either of ap- show compliance with Section 1006.3.2.3. proved fire-resistive wall construction or may have the inside Jay- Oversized fire doors may be installed when approved by the , err of the approved fire-resistive assembly replaced by a lining of building official.The doors shall be labeled or be furnished with a not less than 0.019-inch(0.48 mm)No.26 galvanized sheet gage certificate of inspection from an approved agency. metal with all joints locklapped.The outside layers of the wall shall be as required for the approved construction.All openings 713.4 Installation of Fire Doors,Hardware and Frames,and into any such enclosure shall be protected by not less than a self- Fire Dampers. Approved fire door hardware and fire door closing solid-wood door 13/8 inches(35 mm)thick or equivalent. frames including the anchorage thereof shall be installed in accordance with their listing.Fire dampers shall be fabricated and installed in an approved manner. SECTION 712—USABLE SPACE UNDER FLOORS 7135 Fire-resistive Tests. The fire-protection rating of all types of required fire assemblies shall be determined in accordance with the requirements specified in UBC Standards 7-2,7-3 and 7-4. Usable space under the first story shall be enclosed,and such en- The fire-protection rating of fire dampers shall be determined in closure,when constricted of metal or wood,shall be protected on accordance with the requirements specified within approved rec- the side of the usable space as required for one-hour fire-resistive ognized standards. construction. Doors shall be self-closing, tightfitting of solid- wood construction 13/8 inches (35 mm) in thickness or self- 713.6 Hardware. closing, tightfitting doors acceptable as a part of an assembly 713.6.1 Closing devices. Every fire assembly shall be provided having a fire-protection rating of not less than 20 minutes when with a closing device as follows: tested in accordance with Part II of UBC Standard 7-2. 1. Fire assemblies required to have a three-hour fire-protection EXCEPTIONS: 1.Group R,Division 3 and Group U Occupan- rating shall be automatic-closing fire assemblies. Automatic- cim closing fire assemblies to be activated by an increase in tempera- 2. Basements in single-story Group S,Division 3 repair garages ture shall have one heat-actuating device installed on each side of where 10 percent or more of the area of the Boorcciting is open to the the wall at the top of the opening and one on each side of the wall at first foor, the ceiling height where the ceiling is more than 3 feet(914 mm) 3. Underfloor spaces protected by an automatic sprinkler system. above the top of the opening. 1-73 s FAST SIDE W-W•� - 1SC MC 501.1]) 7 S�AAEA INCREASE z FOUM SIDE Lf-7d.4r - cap PWX*%JSALOWAYI-77-n INCREASE U�^ kn oC M ' TYPE OF CONSTRUCTION ¢ N� W TATaESM V44 _STH Ar8"SOUTH p ALLABLE AREAS CALCULATION$ 1 (USG SEDTION SCSI '$ A OCPPANCY 116 S-I a MAC ALLOWAIaE AMk W TANU MLMC 504M MAN SP. C SIM YAPDS R SOX(UK SOi13I 2S000 SP. D.MAM"ALLOWNUI 7JA00 SP, E WRNUM INCREASE(UOC SW) NOT USED FOR AREA INCREASE F.AREA RATIO(DMZ STORY-URIC W43 AND R44DDDDq dLi ACTUAL C430 FWST LPAL -34-I OK - dS.I ALLOWAM` I RAN G AREA RATIO(ILLTISTDRY.LAC MlI 304J AND HA14DJOq r NLI ACTUAL 5.430 v7 PRSST 1E18 �• •a�� i� MS-I ALLAWAaIE TA000 a.a«a=1l:1 OIL IRE FLOW PLAN '�"""A` - — Q secoPo IATi .sl/ j lU IiNpO01C IViI ALLOWABLE II.000 / EXA177SSDLI AND so+>7 b%.1 ACIIAL ..H J THIRD LEAL - ••^- WI AlAWNUE` nAM m AUQWMLE H3C..W AND STORE EQUIREMENTS IIAMLAE"W TM� *� Z KSTC ALLOWARUE; ]STORIES AT a (�ADOFFIONSL STORY INCREASE PROM W gG sac-AUTOMTIC VWR&AaR.SYSTEM Lu Q i8 SF.-TYPE V44 ACnIAL HElag AND STORES = z OW DURATION HIGHEST PONT 3Y AT HK44UT ROOF PARAPET O ;,3 AT R LL OYSD`S ALLOWED FZ ,A�Tx FIRER SISTIV REQ IRE ENT U Q NORPMTTON U RW NLOW IS A MOIMB9+T OF 714E CONTRACT DOC VOM 91 U" Q � O O 6ALRf1 IREROW MEETS OOCE TAJLE S-A) O L IU.aDWC RJP*W TYPE KM Z Z �UIREMENTS RELATIVE 1 SWUNG,WAUJI.NI�U Z 0 ODES AND THE WORK 4. I�� L RANoll�M N 2 V) u o ED IN COMPLIANCE VVITH THE UBC(UNIFORM S. PAKnT>OP4PBN1M84T N ORM FIRE COOE),AND LOCAL JURISDICTION A. SHAFT 24CLOSLPA • , � t; � Z J 7. RIJOIIS AND KDOL CINGS N 2 V J W III INSTALLED PER THE UNIFORM PLUMEING a ROOFS AND ROOFCBIP4GS N R9(24AREMENT& S. EKYEA R DOORS R W MOTE mr-SOIL]) .L BE INSTALLM PER THE UNIFORM Ia STAMWAYcomtTKxnoN 41 MIDI.NW 01@I JURISDICTION REQ(APE RENTS. WXDM as8 %Hs LHAW THE rrsAESSTYA REQLMtE ENTz►DCATED. DATIk om IL MSPECTIYE CODE REQUIREMENT$REFERENCE ADDnX*"RWE4RMWM RATINGS OSSeW"ARE REQUIRED AS INDICATED DRAWN aY:ON OTHER DRAW 424EM CJ4e�/n 4& PIE: 010?a400.T M FAFE SPRMIYI cats+BY THE CONTRACTOR. INALL CASES.THE NORI P STRIC IVE A MLYSHIA LGOVERN. I REQUIRED TO MEET CODE. ALL FIRE IOVIED BY THR STATE FIRE MARSHAL AND THE "SrR'WiALL BE INSTALLED IN COMPLIANCE LEGEND FPA. FINAL TESTING Of THE SYSTEM SHALL BE LL AND LOCAL FIRE CHIEF.THE FIRE LL BE RESPONSIBLE FOR SUBMITTI4t3 %S PER HFPA 13)TO AUTHORITIES HAVING O FaWM OCCUPANT LOAD x e FCQLN%ED EMT wum ND VENT,A APPEAL COPY THE ARC1�lilEC7 (PM U8C TAKE I 0-A) x. (AS PER USC TABLE I o-8) SHM7 Na ED SET OF DRAWINGS TENANT • Room ME AL7SHL E14T RIDR1 0.03 CLASS (PER U (PER BC CHAPfE7s J) _. . ..-- f--PIIOPERTY UMff -(I) HOUR FIRE RaMTrA OCNS IIICWN Lovio 14T F 0 0 • 1 -JR 0 OH 0% H T 0 F OI�;m M L LLLJ o,)H H 6. to iawf L4 650 Z) r u (D-! Of co co ` • • • ■ 4 l- Uff cog: • • • • • • R qH H C3 Li LU w w OH kH 0 H /A /I LU lag:H 4H LU It z O O O O O O O O O ♦ i o �����_i:��,i►j���0 � ��/�I —�© �1�F'ili':.:►fit 4Wky.:�t.'YSfit�l.'f_•a..�''.'�i*:i..�.�1"i_ii:.•di�#'#;.It����µ '�' %�; f �„ LEINIER OF TRANS11ITTAL WE ARE SENDING YOU BY ❑ Hand Many ELMai ,�Over-TBght M / , ❑ Pick-Up R C H: 1 T 9 C 'T -S: , P A ❑Attached 85 Bogus Basin Road 0421 W.Rhwside Avenue,Suite WO ❑Under separate cover via ft fodawuv items: ID 83702 ' Spokane,WA 9MI ❑gyp Drawings ❑SpecificaU= 208.343.7523 509.444.8876 (]Prints ❑copy of Ietw FAX 208.343.0940 FAX 509.444.8878 . ❑Plans ❑Change order El Smnples To: Date: ` Job No. : 047,2'1 . Fid Attention: Weo COPIES DATE NUMBER DESCRIPTION J U L 18 2003 MY OF TWIN FAWB J THESE ARE TRANSMITTED AS CHECKED BELOW: ❑ For Approval ❑ Approved as submitted ` ❑ Resubmit copies for approval [ For your use ❑ Approved as noted ❑ Submit copies for distribution As requested ❑ Returned for corrections ❑ Return corrected prints For review/ ❑ For BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US comment REMARKS: 7irl '�� , f'ofk-. crx4•1'' COPY TO: SIGNED:[/ 4 ' V G:%TRNSM1T FRM.doc January 29, 2003 Marianne Barker E OF. IV E D Building Official FEB 3 203 P.O.Box 1907 345 Second Ave. E. QU fsALI_S Twin Falls, ID 83303-1907 1±P'I. Re: Handrail/Guardrail, Simpson and Co. Dear Marianne: In response to your 11/4/02 comment about the existing guardrails needing to be a minimum of 36"in height, we do not believe this is the case per the 1997 UCBC section A305.2, as the building will have an accessible entrance at the addition on the west side. In our previous reply, we stated that Don Anderson Construction had verified the handrails to be 35-1/2"to 36-1/2", and would be adjusted to the appropriate height. This will no longer be able to be accomplished since quarry tile will be added to the existing loading dock to avert further deterioration,preventing the handrails from being adjusted to the appropriate height. As stated before, we do believe the handrails are required to be at the 36"height, and therefore do not foresee the addition of the quarry tile to the loading dock as problematic. Sincerely, Lori Whitney Hummel Architects vso u.e cv �& - �. a4 -715C Z!4 02/05/2003 WED 13:21 FAX 208 336 8908 HUMMEL ARCHITECTS a 001/002 1� FAX TRANSMITTAL Page I of INHUMMEL - FAX No: A R C H I T E C T S , P A Z2785 Bogus Basin Road Fj 421 W.Riverside Avenue,Suite 860 Bolse,Idaho 93702 Spokane,Washington 99201 208.343.75 23 509.444.8876 FAX 208.343.0940 FAX 509.444.887E TO: --r.F� �►,� �. ATTENTION: FROM: I—pri PROJECT: ` S�miy t o n a-.,\& CA . Z o I el C'e„., S FaS Pgo.r S l dt ) SUBJECT: YVby-:a4nru- rs l°l1'1 G is CrY` lILCEIYED FEB 0 5 2003 "Bt11l�,alNo DES COPIES TO: ORIGINALS SENT BY MAIL YES M NO Please notify our office of any items not received. FA"occiFORH AXJRH DOC 02/05/2003 WED 13:21 FAX 208 336 8908 HUMMEL ARCHITECTS Qj002/002 f L� A151 CONE ROOM 2 ofFXf 7 OFFICE UP : -'F Y STAIR I T = A RECEPT�IfOk OFFICE 24 T j?_Q�O �r7 7 ® 7 .02 OFFICE T $TORACE 2tt 7 212 1 STOfvC-C zz I i i �YOWE f 't3 iEA'R 7 CONFER r NOOM I I 714 7 I I I I I �1i I i .ts 0 lUBBY i`�- RECEPTION : CONFER_�NCC ROOM 216 I n~ 277g]] r i 'TOflIA�j 1 � w 7 7 f O � � i' OfF•,CC n z2 0 � I OFFICE 2?a U 1 ST7uR I I 02 � T LWA oFFIOE 1 225 22E o - _ - ---. 02 �� „ OFFTCL OFFICE orrict ??� i poojm c f o I \ n SECOND FLOOR PLAN \ /=1 2 - BUILDING DEPARTMENT G�TY _��' P.O. Box 1907 Phone (208) 735-7238 , 345 Second Ave. East Fax(208) 736-2256 �`` 4 +� Twin Falls, ID 83303-1907 y O,o��SSRVING e�o� January 10, 2003 Lori Whitney Hummel Architects 2785 Bogus Basin Rd. Boise, ID 83702 Re: Permit Application#2-523 Simpson & Company Bldg (aka Gem State Paper Bldg) Dear Lori: Following Is my response to your 1219/02 response to my 11/4/02 comments! • There is a dead end corridor greater than 20' in length leading to office 227 and tenant space 225 (A2.02). Yes, this is a dead end corridor greater than 20'in length. Please see revised sheet A2.02. Provide illuminated exit signage at door 225A. • A second exit from tenant area 303 may be required upon submittal of tenant improvement drawings, depending on floor plan and room use within the space (A2.02). We are working with the owner of the third floor to develop the tenant space and a second exit will be included. Agreed. I will review at time of permit application for tenant improvement. • How do you plan to fire and smoke damper the ducts penetrating shaft walls? (A7.01 and A7.02). The mechanical systems are design-build, and the mechanical contractor must comply with the 1997 UBC. The building will have fire and smoke dampers at each Boor level and anywhere a duct(s) crosses through a rated wall assembly. We will coordinate with the contractor in the shop submittal process. Agreed. • The mechanical shaft at grid line 7 appears to penetrate the 1A floor. How is it enclosed below? (A2.00 and A2.01) A furnace will heat the entire basement. The only penetration through the basement ceiling is an A/C handler. Any penetrations will have a rated chase assembly horizontally terminating at a fire smoke damper. Refer to 51A5.01. Agreed. 4- C • Doors 001, 002, 003,102, 106, 109a, 113b, 201, 202 and 215 are listed as 20-minute assemblies. Each of these doors is an opening into a one-hour rated shaft and each must be a 60-minute rated assembly per UBC Section 711.4(A8.01). The doors will be changed to the required 60-minute assembly. Agreed. Should the National Parks Service accept your exterior stair proposal, door 001 will be acceptable as a 20-minute assembly in compliance with UBC section 712. • Are the specified door handle styles a lever-type style? (A8.01) Yes, this is a lever handle. Okay. 1 have looked at the proposed changes to stair 101 submitted on October 10th. Door 201 will have to be protected by a self-dosing fire assembly having a'/.-hour fire-protection rating as required by UBC 1006.3.3.3. 1 believe new door 106 will swing into the alley, which is not permitted by Section 3207 of the UBC. I am also concerned that the elimination of the door from level 1 to this stairway comprises the code's intent on separation of exits from this story. The following changes are pending based on approval from the National Parks Service. We will notify your department immediately regarding this decision. Door 106 will no longer swing into the alley. The stair to the basement will now be located on the west side of the building adjacent to the proposed exterior stair. (A2.01). If the exterior stair Is indeed approved, doors 201 and 301 will become exterior steel doors similar to door 101. We do not believe there is a problem with separation of exits on the fast floor as there are 4 exits on this floor. It's a moot point, but where I used the word 'comprises" in my comment, I meant "compromises". Doors 001, 101 and 106 will need illuminated exit signs. • The guardrails on the existing loading dock are approved provided they are a minimum of 36" in height. All new guardrails shall meet the requirements of section 509. The heights of the handrails have been field verified by Don Anderson Construction, and vary from 35 2"to 36 z". The handrails are adjustable and will be adjusted to the appropriate height. Agreed. We will redline the revised pages A2.01 and A2.02 and transmit them to the jobsite. Sincerely, G'ilitQ%n�t.e Marianne Barker Building Official Cc: Jeff Hepworth November 4, 2002 Scott Straubhar Hummel Architects 2785 Bogus Basin Rd. Boise, ID 83702 Re: Permit Application#2-523 Simpson &Company Bldg (aka Gem State Paper Bldg) Dear Scott: I have completed my review of the documents submitted for the project referenced above. My comments are as follows: • There is a dead end corridor greater than 20' in length leading to office 227 and tenant space 225 (A2.02). A second exit from tenant area 303 may be required upon submittal of tenant improvement drawings, depending on floor plan and room use within the space (A2.02). How do you plan to fire and smoke damper the ducts penetrating shaft walls? (A7.01 and A7.02). • The mechanical shaft at grid line 7 appears to penetrate the 1s' floor. How is it enclosed below? (A2.00 and A2.01) • Doors 001, 002, 003,102, 106, 109a, 113b, 201, 202 and 216 are listed as 20-minute assemblies. Each of these doors is an opening into a one-hour rated shaft and each must be a 60-minute rated assembly per UBC Section 711.4 (A8.01). • Are the specified door handle styles a lever-type style? (A8.01) 1 have looked at the proposed changes to stair 101 submitted on October 10th. Door 201 will have to be protected by a self-dosing fire assembly having a%-hour fire-protection rating as required by UBC 1006.3.3.3. 1 believe new door 106 will swing into the alley, which is not permitted by Section 3207 of the UBC. I am also concerned that the elimination of the door from level 1 to this stairway comprises the code's intent on separation of exits from this story. 0 • The guardrails on the existing loading dock are approved provided they are a minimum of 36" in height. All new guardrails shall meet the requirements of section 509. I'd like to get this permit issued prior to my leaving for 10 days'vacation on November 7th. I'm willing to make an arrangement whereby the permit can be issued with a special provision that only the concrete work can proceed until the questions I have raised have been resolved. Please call me in the next day or two to discuss my proposal. My direct line is (208) 735-7288. Sincerely, Marianne Barker Building Official Cc: Jeff Hepworth 12/10/2002 TU£ 08:51 FAX 208 8908 HUUEL ARCHITECTS 002/003 December 9, 2003 Marianne Barker Building Official P.O.Box 1907 345 Second Ave_ 1;. Twin Falls,TD 83303-1907 Re: Permit Application #2-523 Simpson and Company Building (aka Gem State Paper Bldg.) Dear Marianne: Following are responses to your 11/4/02 comments. Revised sheets are also included as necessary. • There is a dead end corridor greater than 20' in length leading to office 227 and tenant space 225 (A2.02). Yes, this is a dead end idor greater than 20'in length. Please see revised sheetA2.02. /t �` k oi�i c�o� zzL►. • A second exit from tenant area 303 maybe required upon submittal of tenant improvement drawings, depending on floor plan and room use within the space (A2.02). J We are working with the owner of the third floor to develop the tenant space and a second exit will be included. • How do you plan to fire and smoke damper the ducts penetrating shaft walls? (A7.01 and A7.02) ✓The mechanical systems are design-build, and the mechanical contractor must comply with the 1997 UBC. The building will have fire and stroke dampers at each floor level and anywhere a duct(s) crosses through a rated wall assembly. We will coordinate with the contractor in the shop submittal process. • The mechanical shaft at gridline 7 appears to penetrate the 1" floor. How is it enclosed below? (A2.00 and A2.01) A furnace will heat the entire basement. The only penetration through the basement ceiling is an A/C handler. Any penetrations will have a rated chase assembly horizontally terminating at a ire smoke damper. Refer to 51A5.01. • Doors 001, 002, 003, 102, 106, 109a, 113b,201, 202 and 216 are listed as 20- minute assemblies. Each of these doors is an opening into a one-hour rated shaft /anal each must be a 60-minute rated assembly per UBC Section 711.4(A8.01). y 12/10/2002 TUE 08:52 FAX 2084f 8008 Ht.MMEL ARCHITECTS � IZO03/003 The doors will be changed to the required 60-minute assembly. eel aW4,L 7/2 Are the specified door handle styles a lever-type style? (A8.01) / Yes, this u a lever handle. • I have looked at the proposed changes to stair 101 submitted on October I&. Door 201 will have to be protected by a self closing fire assembly having a%- hour fire-protection rating as required by UBC 1006.3.3.3. 1 believe new door 106 will swing into the alley,which is not permitted by Section 3207 of the UBC. I am also concerned that the elimination of the door from level I to this stairway comprises the code's intent on separation of exits from this story. The following changes are pending based on approval from the National Parks Service. We will note your department immediately regarding this decision. Door 106 will no longer swing into the alley. The stair to the basement will now be located on the west side of the building adjacent to the Proposed exterior stair. (A2,01). If the exterior stair is indeed approved, doors 201 and 301 will become exterior steel doors similar to door 101. We do not believe there is a problem with separation of exits on the first floor as there are 4 exits on this floor. 1700� l7co.2 • The guardrails on the existing loading dock are approved provided they are a � Or minimum of 36"in height. All new guardrails shall meet the requirernents of �Z section 509. notes J The heights of the handrails have been field verified by lion Anderson Construction, and vary from 35-112"to 36-112". The handrails are adjustable and will be adjusted to the appropriate height. Thank you for your review of this project. Sincerely, Lori Whitney Hummel Architects 112/10/2002 TUE 08:51 FAX 208 8908 HUN)LEL ARCHITECTS (ib 0011003 } FAX T RA N S M I TTA L Page I of 3 7 3 NEL HUMM E FAX No: A R C H i T E C T 5 , P A (E2785 Bogus Basin Road ❑ 421 W. Riverside Avenue,.Suite 960 Boise,Idaho 83702 Spokane,Washington 99201 'N E C E 1 V E D 208.343.7523 509.444.8876 FAX 208.343.0940 FAX 509.444.887E DEC 1_ n 2002 TO: w .,-ioL ,.,, N FALLS ATTENTION: ;o-1-,nCi BUILLUNG OF I DE FROM: Imo.-, wVn PROJECT: St n•. �•n �r 4 - SUBJECT: YV)e� In,ci-L144A V'w"S! (Dine- COPIES TO: ORIGINALS SENT BY MAIL- ❑ YES NO Please notify our office of any items not received. F.1Proj•[tV O 0.MS1fAX_f RM.DOC LETT10k OF TRANSM ITTAL WE ARE SENDING YOU BY I Hand Delivery HUMMEL ❑ c [I Over-Night ElPi Pick-Up A R C H 1 T E C T 5 , P A ❑Attached ❑2785 Bogus Basin Road ❑ 60 []Under separate cover via the following items: 421 W.Riverside Avenue,Suite 8 Boise,ID 83702 Spokane,WA 99201 208.343.7523 509.444.8876 (:]Shop Drawings ElSpecifications ❑Prints ❑ Copy of letter FAX 208.343.0940 FAX 509.444.8878 j�Plans ❑ Change order Cl Samples ❑ To: Date: 17-11/ez tea, c r,►�r + ker Job No. : o to " Attention: COPIES DATE NUMBER DESCRIPTION gc�S tZ 1 aZ V -j: 'o THESE ARE TRANSMITTED AS CHECKED BELOW: ❑ For Approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ® For review/ ❑ For BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US comment REMARKS: COPY TO: SIGNED: F.1ProjealFORMSITRNSMIT FRM.doc �'✓ 1 J-U-B ENGINEERS, Inc. ENGINEERS- SURVEYORS • PLANNERS f-J-u-B � 115 Northstar Avenue ,� ` Twin Falls, ID 83301 Loop -r n�61 1 208-733-2414 208-733-9455 —Tv- mom it REFLEIVED October 12, 2000 Q C j Z 3 2002 ' 1 m O17Y of TWIN F,�g Mr. Jeffrey J. Hepworth t-�CA hti S aunzgNo DEPT. 160 1- d Street West, Suite 100 Twin Falls, Idaho 83301 `5 13 --7Sz� RE: Gem State Paper Supply Building Load Testing Results �� �,,,,. e) 311 :�� t Dear Mr. Hepworth: At your request, J-U-B ENGINEERS, Inc. (JUB) observed a load test performed on the 3� Floor of the Gem State Paper Supply Building. .The load test was conducted over a period of approximately 24 hours (August 29-30, 2000). 'The following is a summary of the test description and the test results. LOAD TEST DESCRIPTION The load test was conducted on the building structural floor slab and beam system at the center slab panel, near the 3rd floor south wall. The testing location encompassed two adjacent "slab panels in the north-south direction of the structure, with the intent of introducing negative bending moments over the beam support between the two slabs. The ability of the slab/support beam to accommodate negative bending forces was a concern due to the extensive cracking observed immediately above the support beams and the apparent lack of reinforcing steel near the top portion of the slab. The load test was implemented by Ron Stanley and consisted of loading 68 large plastic barretsc, placed on wr-*id pallets, with water. The barrels were r laced adjacent to each other to simulate as closely as possible a uniformly applied load over the tested surface. The amount of water placed in each barrel was based on an assumed factored Live load of 50 pounds per square foot in accordance with UBC live load requirements for an "office" building use. Additional dead load, beyond the weight of the existing structural slab and beams, was not included in the test. Prior to testing, shoring was erected to within approximately 3/" beneath the tested area of the slab to provide safety support measures in the event the slab exhibited substantial deflection or evidence of failure during the testing procedure. r'i-u-B Engineers Surveyors Planners The load test was conducted in accordance with guidelines published in the American Concrete institute (ACI) Code 318-20.4, "Load tests of flexural members". The test load location within the building was determined based on the extensive cracking that was observed in the selected concrete floor area. The intent of this location was to simulate loading at a "worst condition" section of the structural slab support system, based on visual inspection of the slab system. The test location was agreed upon by the building stakeholders prior to the test. Two criteria are recommended by ACI for evaluating the behavior of a structure under the test load; visible evidence of failure and measurement of deflection caused by the load. immediately prior to application of the test load, several locations were marked within the test area for deflection measurements. An assumed base datum elevation of 100.00 was established on a column near the building center and used to measure the aforementioned spot elevations. Elevations were measured using a level and rod and were taken prior to testing, during the approximate "half-way" loading point of the test, and 24 hours after the load had been in place on the structure. A summary of the elevation measurements is included in the table shown below. Floor Pre-test Measured Measured Maximum Calculated Measurement Measured Floor Floor Observed "Maximum Location Floor Elevation Elevation Deflection Permitted Elevation testing after 24 from Load Deflection" (8128/00) midpoint Hours of Test per ACI 318- (8/29/00) Applied Load 20.4 (8/30/00) 1 97.21 97.21 97.20 .01, .02, 2 97.15 97.15 97.15 .00, .02, 3 97.19 97.19 97.18 .01' .02, 4 97.05 97.04 97.04 .01' .02` 5 97.22 97.22 97.21 .01, .02' b 97.25 97.25 97.25 .00, .02, 7 97.12 97.12 97.11 .01, .02' The maximum permitted deflection was calculated based on a formula shown-in ACI 318.20.4.8 using an 8" thick slab spanning 14.2 feet center to center of support beam. Several photographs of the slab (top and bottom) were also taken prior to testing, to document existing slab cracking/spatting. The intent of the photographs was to provide a visual method of comparing the pre-loaded slab cracks to the post-loaded cracks, which would be used in conjunction with the deflection measurements to evaluate the slab performance under futt load test. f'J.U-B A Engineers Surveyors Planners On September 1, 2000, the tested "slab area was "re-inspected" and compared to the aforementioned "pre-load" photographs. Several areas on the top and bottom of the 3`d floor slab were reviewed. While the cracking in this area was extensive (pre- existing slab condition), it did not appear that additional cracks had occurred in the slab as a result of the applied test load and there was no observable evidence indicating that the cracks had expanded in length or width because of the load. Spading of the beams or floor slab under test load was also not observed. LOAD TEST RESULTS Based on the information presented in this letter, including measured deflections and visual observations of the slab before, during, and after the load testing procedure, it is the opinion of JUB that no additional degradation to the structural system occurred as a result of the test and no areas of failure (ie: cracking, spatting, additional sag, etc.) were observed resulting from the test load. In accordance with ACl 318-20.4, it is the further opinion of JUB that the tested portion of the slab passed the load test in a satisfactory manner. We appreciated the opportunity to work with you on this project and ask that you please feel free to call me at 733-2414 if you have any questions about the information contained in this letter, or if you wish to discuss this project in further detail. Sincerely, J-U-B ENGINEERS, Inc. 79 1644100 Brian D. Smith, P.E. ®o Project Manager 04;14/2003 MOO 12:38 PeI 208 330 6908 HCM)ML ARCHITECTS 004 FAX TRANSM ITT .L Page I of Im.. H UM' . LFAX No: 02785 Bopj Basin R024 p 421 W,Rty"'We Avwua,Suits a60 Bohe,Idaho 83702 Spokane,Washington 99201 20a343.7523 509.444.8876 FAX 208,3i3.0F,W FAX SW.44.4,8876 E C E I V E D TO: f APR 1 2003 ATT!~ MMt-1 F ROM:,�j;,PROJECT: Wy n p ll � ���� <<• �� �� � � �� `1"� i ter>� �' � `�� ��' �"= tom-. �. � , �-• l-(. w o-v�. ,i t fir, �� �►� c L�--� �Cam} ����o � COPIES TO: iI ORIGINALS SENT SY MAIL YES NO Fit=*no our office of hams not rcco�rcd GtiF.aX.raLrr.aOc 04:14/2003 MON 13:00 F_k1 208 336 8908 HUMMEL ARCHITECTS Z 004;004 ,FIE CEIVED �'► +���� 1 2003 4 APR ,Nkcq IFALLS a�1LD1NG DEPT. I I I al �O2f ' \� B �!CE f , OPEN CFFiCE a —1L. Q4 JP I 1D3a I I OFFICE + i B D ! i - �16 OFFICE _ 10 8 I LE A2.01 1 9 35) ! — — — — log. 035 I I r ics CUS \ _ Az.ozi j r t \2 0 2 . I I elk A A I 1 �� 04.14/2003 'MON 12:59 F.kX 208 336 6908 HL'z1.)EL ARCHITECTS Z003!004 il\ , OFFICE O?Eti CFFICC OFFICE e.02 i I ,os "Opel, ,oa is l w� , •w Ip = ON — •-i•� •—- S;ONR I 0 i -- --- orb c racc (Q I 11 77 ea � Orr1CC .•_r s Fri v �I I _j I �� p - COMFiRGJOC RCCJ Iw �CUS I 1111"s I „sFlI I r r I ir ' y. C. L09P.Y I Rc �TpK! LOMY j ON a 11] lid j I NCYS I SIiAIR i w � 11 � —11R1X R 7 � 170�h� I V ROC j sCRAG�7 12a + t 'orrcr Qi I w.e I s I S QPE,4 OFFICE LJ c. OFFICE tr CZMEZ I V 9y i;e l 3 \\v\\ O G O O 0M G J. I n FIRST FLOOR PLAN � 0 t RECEIVE © APR 14 2001 MeuI DING DEPT. 04,14 2003 MO 1!:58 FAX 208 336 8808 ELMEL ARCHITECTS Z 002/-004 1007 UNIPORti1 BUILDING COOK toam.4.4 y4oq.s.s.a Where ramp access is provided to d:oruply with the re vfded with stroke and heat varvil'dioa u specdrad in Sxtloa 9%.such mentrs of Chdxtr 11 earl a door swings over it Ltziding,the landing Wes*shin act_xceod 25 pet04ot of the Cwr area cf the ttgm usc. shall Mead at least 24 inrlrts(610 mm)bcvond the latch edge of ti Rm,.m within CweMal units m2y ac=exits tbrucEl,Mare thaa the door,measured parallel to the door is the dosed pceition,and 00t Laterveitin4 tocz- shall have a Itngth mcastt 4 in the dircdion of travci through the Hallways shall be considered c4 irlt---taing rooms- doorway of nor 1=ss thtta S feel(1324 ram). Interior courts enclosed cn all sides slntll be rmrasideted as ink 10033A-S Handrailit.V=T.q having slopes steeper than 1 U11A riot intervening rooms, vertical in 20 uniLq hodzoatal(5%slope)shrill have hindrab as EXCix:PTION:Such CMM tut his thaa 10 feel(3042 mm)in required for stairways,cumpt that intermediate handrails shall Dci width or tcts 4ao the width c *=in4d ti specified in 5eotion be required Ramped aisles serving fixed stating shall hive hand- 1 W3-13 sad providing J6-id waist to the exit aced not be cwLAdcrcd rsils as rnguired in Section 1004.3-2, iatimeding roams, In otbcr than dvrt"1ling units,a.111t�nc of egress hall not pass 1003.3.4.6 Gsardrails.Rampa Open on one or both sides shall thstxsgh kitchens,alo[arooitnr,resrzat)tns,a or spaces sled have guardrails at required by Section 309, for eirWlar purposes. 1N33.4.7 Colttstrttction. Ramps sits!l be const-ucted ns A tncaw of cjncss serving oilier Ih Gm-p H Occupanclei required for stai.rw2ve. shall not pass thmctgh roods that 0Group H OccueoaCics 1004.23 Access to e7dta. 1003.3.4.8 Surface.The surface of ramps sball bt roughened or shall be of slip-resistant mat-rials. 1004.23.1 General.Exits I be provided from each building kvtl.Additionall;f,aoc o such exits shall be provided from all occupied arcrj within ]ding levels.The maxL-num nramber of SECTION 1 DC4—THE EXIT ACCESS exiu required From y story,bat;cmcni or individcd Space skLU be maitrtaincd on` arrive]at grade or the public:way. 1004.1 General. The exit sties is that portion of a means of 1004.2,3.2 Individual doom Foe the tE of Stctiott egrw system between any oceupieJ point in n building or strum I tore and a door of the exit.Compote=that may be i41ccitvely ltxl4,2, ,stories, �xeup;td roofs,mnz��ttitttS, and Similar included in the exit access include Milo,hallways and corridors, dcsigna� of building levels otber tkn bwearent=shall be con- in addttlod to those means of egrexe rnmponents des.=iW in Sec- sifted yvuuytnous. Sion 10033. E ry occupant on the nrst story+hall have Access to not loss th oral exit and net Icsa than two,.nits whey required by Taable IW4,1 h.'1dt-Roans L tAp Hequlramuts. A. E%cry oocupdnl in bsscrncuts and on stmics other than the 1004.2.1 Gensral.Tho exit%xvis portion of tbc trizana of agrees flrit story Shall kA%'4 Access to not less than two exits, system sits.]]damply with tbo applid:able tdcsign requirements of E XCEPT1RNSt 1.Secoad soaks havio;an oompaot Ioad lea Swion 1(".2. For the purposes of Section 1004.2, th- tC. an 10 may be pfwAded with&enact to only one exit °exit-accent doorway"rJ%nil menn the point of entry to one n Z.Two or more doeMz6 utrits on the aocaod skTr or in A basement of the building or ecru;cure from another aloa4 the path d1 xis m hove wcuss to only one cnit wbrrc the tohtl occuplit bad ae.-ed l toot dum nut cxcacd 10. travcL An exit-access doorway occurs whiz access to all is is 3. pc os previdtd in Table 10.lt,aaest to only One exa ite„i>e not direct(sec Ssotlon 1044.2.3).Az exit-access doo y does ` ed ty the s+eoaad float of a basement wllhia oa iadividud not neeossarily includt a door.W'h=a dletsded regain t zpcci- \ \d'nvUiug toil Ora Gruup R.Divixlea 3 coni nypte reddens. ties an"exit-access door."howevzr,then a door shall Mud d U 4, When ch.- thud Soof widsic as iadividual dwtUW unit cr a as is portion of the dw w2y Group R D;visl"3 coureFsta reddvo=doer tool cxomd 500xpur4 fw to urly 1004J.2 1'rsvel through Ister4'aning roo Thu required (46.45 m2;,satins salt send be p:nidcs'fins flat access to exits from any pardon of a building be dircWy fstmm S.t]anpied roots on Uroup R Divkon t 3 Occ.ptwiec ma h3vA the spice under consideration t,o an ezi;or to corridor that pro access to oely ono exit when mush occupied Areas are lass thw soil vides direzt A is to an ex!t.Exit access ih I not be interrtpwd st;ttare feet(46.45 m2)4nd ur 1013,ad sx hishet lt;m i=-diately by intervening rdxtmt abo�v tine tiecoad Ataxy. to uoly one rill.[uyeEXCEPTIONS: 1.Access to czib m ORur 11u0aµtt n,lt>Ir 6 Floors otad Wsemsma used mirluslvely fur the scrAto of un E oia and is ION rooms ba0diug raxy hays ataxia l.]ter the puryuars or th6 cz- ccptioa storur warns,144ndh7 rooms,tnainmai ice Dmoca and afm!- 2..Where too m w only and oxk is ufrai fmo i spwe ondor con- lar Ones Awl]not ba aartiducd a?rvidfng iu vko W the cuildhg. sirieraNart exit twaex nary occur tb ah ar it4joinin`or iatcrveakig No cumulative er contributing occupant loads from adjaennt rOJm,w?sietl is tuht provides direct ac»4 to on 4x;t Or to a 0%rie0r tLui lcvcb need b- cottsidwed wiled cielortltwllE the aunJxr of ?ravines ditasx eocsm to on coil. 3. Rxtnr vAth A aunulat! o=paac laid of lets thxi 10 crsy rcgUitcd CXil9 from a giVe1!curl. sccett cril4 tr,rough roar the oar intttv_aitrs,r-xul 1044.1.3.J From ixtdividual spd.'w.All occupied portions of tA, 4.Wben ioa=to more oar exit L%rbgoired Iron a xiu:c uada building shah I have access to not less than one exit or exit-isax- a mAdcr tloa,much sheen s+aoxse one rcouimd exit throttytt as docrwray. Access to not leas tF.a11 two exits,esit-acc=doorways adj ;Cwg yr iatcrvoning wblt h io rum prvvide4 direct cease to or combicabon thereof shall be provided when the irsdividatl or an tacit err to a rmidar tt prtrvte=direct sat„kx sa exit.All alter curnuldJvc occupant load scrn'cd by a portloa of the exit t.cccss is rcgtdtod saes,m exit4 sit bo dimly fmn the apoa under damldcr- Ation to u cxft or tc It dor that prwidw direr.access to to erdt. equal iv, ur g:rai&dwai,that Jaled in Table 10-A. S.:n o I'll.or.1- Tory building clza4td Its a Gtoap t;,Group S EXCZMONS:1.Flrvstor lobhiu may have saxaq to 6stly old o:atoup FL ULVIA .5 Occupancy,offrtw and t®rlar administrative tuft u:tilt-a:xesm duurwty pmvcded Lute urn of mrr).exit or exi-a=% arras rnay'.11ry A rsA IV two rvyu u'.s U iral strough as ad}utnlag or duorwtiy does not mgairo days.tor xet:lal torts,ai kwwlulge or/Cott intsruetsitp t uLiet Ea turn providers dntsot Areas to sn exit or to 2. S(0104coms,ro luuadry rooms and saaintaaanca offices not a corridor ibu provides dlrtci eec4a to u rxlt, U the building is txtvsdl z 300 iquLm Emet(2787 a-?)in float ama army be prrrrlded sgoippvd wit en%nourtie sprinUit sycosa t'arcugkout and la pro- with Uut4v to vely one cadt or adt-acccas doorway, i-171 RECEIVED APR 14 2003 OITY OF MIN FALLS BUILDING DEPT. 05/09/2002 WED 12:53 FAX 208 is 8908 HUIREL ARCHITECTS W 001/002 FAX TRANSMITTAL Page I of 2 ;'T H � I � /� � /� EL FAX No: 208.736.2256 A R C H i T E C� T S �, P A Z2785 Bogus Basin !toad ❑ 421 W.Riverside Avenue.Suite 860 R E C E I V E D Boise,Idaho 83702 Spokane,Washington 99201 208.343.7523 509,144,8876 MAY 0 8 2002 FAX 208.343.0940 FAX 509.444.8878 QIIY PE TWW FA" TO: CITY OF TWIN FALLS BUILDING DEPARTMENT SUILINN0DEPT. ATTENTION: DWAYNE THOMPSON FROM: GREG UGRIN PROJECT: GEM STATE PAPER BUILDING - HISTORIC REMODEL SUBJECT: Dwayne—Attached is a detail that we are proposing to use in the renovation of the Gem State Paper Building that will be submitted for review soon. Again I wanted to see if the detail attached will be approved by the Twin Falls Building Department. I know there is the ability to stretch the cable apart to exceed the minimum 4" gap between members. I feel that providing intermediate flat bar vertical standards between the main standards at the turnbuckles should prohibit the cables from exceeding the 4" minimum. Please give me call back at your earliest convenience so that I can proceed with this if you feel it is acceptable. My phone number again is 208.343.7523 or I can be reached on my cell phone 208.859.7383. Thanks Greg Ugrin COPIES TO: file ORIGINALS SENT BY MAIL: ❑ YES NO Please notif j our office of any items not received. G;ifAx_lAM.DaC u5/08/2002 WED 12:59 FAX 208 *8908 HUMMEL ARCHITECTS � �002/002 fia:l 77 / V - 0 d J 4 City of Twin Falls, Ida BUILDING INSPECTION DEPA MENT N° 124 C APPLICATION FOR COMMERCIAL OR INDUSTRIAL BUILDING PERMIT / .�. 19 7 _(7,Q, I hereby acknowledge that I have read this applica- tion; I certify that the information contained herein is -� 1,1,.4 .k44rrls correct; I agree to comply with all city ordinances and state Iaws regulating building construction and 2;oniug. 71 Suture of Permittee By �(1 r APPROVED REJECTED Date, , 19 Block - - -- PLOT PLAN ...' Frote. Scrrct L'C2v C" c2�f-� - �-•-- LOT DIMENSIONS 1 t K+ck Width I Length � sq.ft♦ f .- -C�f✓ J[.u'7.'�c.lL.{. ln� � 1Q- ,. 7 T' F rUa: BUILDING DIMENSIONS rr n M ----- t"ur Width i Len - Side r �►"" ��' -- --- 'Location of Main Entrance !� feet of PL ;klv- SL -" Use District (k-cupancy Group Division aw A IT �'_, " T� of Construction 1 2 13 4 5 Fire ne I I(` 4 C4 Eogineer 7kt� By(, CI 1SS OF WORK: Bu' n8 *+* � __._._.__...... \t- No t shall be issued without both of above tures. - _-- .--- Repair Aitcration Demolish APPROVED RE ECTED Addition Move Date , 19 . .t TWIN FALLS CITY COUNCIL Iy _ B _- Estimated Cost $ C1rj Bldg Permit Fee $/ --n City Clerk 0 fti Nib- 0 _ r ` APPLICANT'S CHECK LIST rY� for Jt�• J }� BUILDING PERMIT Contact .!—] Owner J—/ Contractor 7-7 Designer(s) gAdrg NTame: ��l! cS�i taE aZ,<inAiJ lyinx1b7: 11. GGCra.an1 ST. Address: PCB, 6oX.. !—T�h' ` Phone No. ��— �d$�/ 1?S3--7I2— o Type Occupancy (Use of building) Legal description of property or street address: /(, /� $'L'"Avjr. Sou Try, w ;,•., estimated Cost Items to Check Contact Check Remarks t 1. Zoning Requirements: s a) Setb-cks/Lot size Building b) Screening Inspector LAIIA c) P�i -kinAl, d) Si'fling x e) Concit:::nal use 2. Availability of City Water A ss't to City and Se r Engineer 7 3. Sewer hsessments 4. Cur:;jGutter/Sidewalk e:fuirei-ents 5. - Drive%*�uy Au roach Criteria 8. Septic Tank and/or well State Dept of Recuir(-:- .ents Health j 7. Apply :or Lu.ilding Permit Building Inspector I 'have c:iecked all of the above applicable items. Applicant's Signature f Da3@ 41 't t b' _�.--�---:��• 5_�_Ave.- � � • . w r- } j •� d si Izi40 r � gr4.16 i 1 I } 0 4 4t s 47 k {{ INFORMATION SHEET for BUILDING PERMIT 1. The Building Official will supply you with a list of items to check before applying for a building permit. It is to your advantage to check the items listed. They may influence your decision to build. 2. To assist us in processing your application with a minimum of delay please submit the following detailed information to the Building Official when applying for a building permit: Required: T� A. Plans and specifications (two copies). F—/ B. Structural computations: 1. A list of loads applied to structural members, 2. Computation of load the structural members will support. F—/ C. Plot Plan ( two copies) 1. Dimension of property. 2. Location of structures existing and proposed. 3. Adjacent street names. z nd St•S.S�s� eve. S'b ' 4. Drive-way approach locations. F7 5. Curb and/or sidewalk existing and proposed. f 7 6. Drainage and irrigation. f__7 7. Use of adjacent property. F) 8. Parking layout and lighting. l__7 D. Completed copy of the Applicant's Check List, F7 E. Other: Some of the above items may not be applicable to your application. Check the requirements with the Building Official. 3. Your application will be processed through the required departments by the City. You will be notified by the Building Official when the permit is ready to be issued. 4. Application for sewer, water or code variance will be required prior to issuance of the building permit. Code variance applications require approval of the City Council, 5. Electrical and gas permits must be applied for by a licensed contractor. 6. Sign permits are required for all signs. APPLICANT'$ CHECK LIST for BUILDING PERMIT I Contact /-7 Owner F—/ Contractor f--) Designer(s) Name: aA" (77�7T4 FAP,&-K aZ1,-xA,-J Pbals7:P-N 1. ir�.4,�t! ST• Address: /�/_�" AWE, SoVrf4 A-0 sQ,x Phone No. Type Occupancy (Use of building) /Jfb 0-IWuS--A-' Legal description of property or street address: Estimated Cost = $ o o° Items to Check Contact Check Remarks 1. Zoning Requirements: a) Setbacks/Lot size Bui lding b) Screening Inspector c) Parking d) Signing e) Conditional use 2. Availability of City Water A ss't to City and Sewer Engineer Al, ,A 3. Sewer Assessments 4. Curb/Gutter/Sidewalk Requirements 5. Driveway Approach Criteria 6. Septic Tank and/or well State Dept of Requirements Health 7. Apply for Building Permit Building Inspector ' I have checked all of the above applicable items. e � Applicant's Signature ' 0 Date 77 ;; 7. . y,r ` U s e y 5't(n Ave.*. ;. r 49 .. .; . a It 3 ate 4 ,s, F. -�y Y 1`s t ti. gip:' '� � I � � I � : • . K ow a y7r� i..• . �,:' •'Lam`"yi'• ' �-" .. , r �I M�. - - _t r April 24th, ' Mr Gene Milar, City Manngvr ..,. .. ): }. City of321 �Twyia Fa1IL E r uQ ► Twin calla, I&aio Isar Gene: • ;} We appreciate the City Council approvhi;our encloswr$ +pI1 th,�dock next to our building f cing on 2nd Stre t South. ,; ' e realiza that Ala enclosure is"encro zhln Qn tli public �r �t- ar,4 F[ 1 and if there is any, City reed for this s txucture to be remava4�L�v ;•�' are putting up, rIc will do so at oux.exkililac. a ' z •�= i :< :' a enclosureesi r. i to prmectour and ::y AW: appreciate # p Al j?1I this lCaLlr wl'11i8slog.Co.do Ms letter is to be for your files that Oils srructurd:Will,i�c3 from our dock at our expense...should occa ion derxtand .� '.,.., Sincerely, •� . . •� `�• -���¢� :sn { ArV. mour VAmt., spit President GDAE,,ral Mana mi tt ' 5•a [G.. - .. .... e'� •r.'.:phi.* T�.INS'�=-FpiLli5 'Frrt�E��bE�'AhTn/1'�N�' `/T iNSPECTION 'R. �'ORT COIVTINt)' b Cas.•Ineter,_location ALA ,i_..E3_S1-190iitsidil,Wifroff P:ng ess_facilitiesi Statr'Ways YES hTJO2 AAA ri7(_`. loI U • 7.JfaE1 I Exit Doors YES '�:xit Lights _NONE - :WAd TPHAaJ.111r S2IS OF-U-EU V10613gf.A ALJOVAP,^,,f •l:�c� r P-ire excapes _ '_--NONE,. ..._. �__... . .� Condition ......,...�__w _ _Location. .......___�.._,_._�..._.......__.._...._ .,_..,.. __...__•....,._.�.__.•. .w.__..... _..�..._�__..._..�_� HT51W ;OVA rfyc el S flelc?-��c i u'd u cT to e, within tie: l�dg: -1 • T2 2R1 1VA i1A110d Sa&' eNIL-4V_ �l,'P'IA Y,;;iA.t 3J _Specl'al hAfaLrd's'"?"`_._.--. - NONE. . _.._., .__. .... . _..._.�... _. _ jj ` kk � / �/ Lr rl J— .J tU,I 1.1 .f�,J .}:4)J). C.r. I �:•.Y t��.. .:C.l _^5.� -f.J. L�Z,J'_ i5}. 4�1<.�..t,:Y . «. .___...,..w.w._++•Y-.... .. -.._.... ._...-ram,_.-.....-..-._.. Type of adjacent bldgs. MASONRY Dates of past fires in-building and,"proximate damagq,»v NA "•• • 1: �., -•� .40 Distance from closest hydrant' A ' ';''^c'` ' BLOCK �..I�IMance i=rom 4l-el '4VALtioniJh:,rzk 6-BLOCKS 1 !fl 4 cy',r''j -`•' :3Y 1"1_ :j'1`.'+371:Ci'1 +'�'. ..`• .i. = Remarks- -- STOCK- AkOUNb PURANCE�$ASEMENT;-- (� { i i- r --- --� _2nd-FLOOR- STOCK `ABOVE SPRINKLER-HEADS IRE'{HOUSEKEEPING -ALL FLOORS�:�A �s: �* . .... ..-........r • .._.-... .._.....�... ..,.w--.._...n.,«.-....._.-.....��.. ... �. ...r�r �•'1�. .T1.`� �I r`i Il .7ill J.:1J... `111,'.10' 'i';`A:iii 't.r0 y=r)r�,i' :'Ifni' i^, .q :. .> ri `.Tay n���r:� t,y i<< op Date of inspection') 2-25-1976 _. . .. _,_._....� .... . _. ._ INSPE T R TV1IN FALLS FIRE DEPARTMENT, ,IT' _ .._.w.---- ..._ ... .__ _..._._.�xNSP_EO'�'I011I;RE�?QRT:•':� .i :3.z+`� .,�. .i . . •. , -.-,. Name of Busingss - - :.GEM STATE=:PAPER -& _ EJPPL Address. . 161 5th AVE • SOUT-H ,., ,-''v•i!� Business Phone:, 733-6081. Name, home address and home telephone number of: Owner MR ARMOUR ANDERSON 733-7530 2152 HILLCREST LANE Lessee Manager =_DENIS VOLLMER 733-9199 219 7th AVE NORTH~ _ - _ _home-address and homme telephone number of-othe'r'p61rsonshaving key to building. *it: MR LARRY AMEN 734-3199 262 BORAH AVE: WEST Occupancy' WAUHQUgE SALES Type of bldg. MASONRY ^"'Basement-p-YE5— --__._.__._ oc�f Cover BUJLT-UP NONE-- ---- _.�....__.- _ ..-.��ri�4U�CL'�.......y.^�,_. ..'a, .�.'t' i'.it.)1iCE`i: . .'.3 !'i j' fi• c; acc'ess #o ._.Vertical openings; -'enclose&or.open: Stairways ..-.ppf�. Light welis_ygS..-.._- Elevator shafts .-, . .- ,� ' '' air.i� ti Other shafts'= :)tES Elevator pit _ _ _ ..condition of bldg. OK -_ ---- Interior fire protection _. Automatic sprinkler YES Valve location BASEMENT EAST WALL Siamese connection YES Stndpi �a }pose, NONE Fire extinguishers YES Late tested DEB 1. 976 Fire alarm NONE date tested _ Fire Moors. .YES Operation condition Fusible links If not automati ff, _,ars they kept closed NOT Ili.-USED.-_•k _ _ �j_ _._Heating system: Kind - UNIT-HEATERS--- `- - Fuel used ..--.-Furnace .room enclosed or open--_QEEN_ _._._--_.... �._ Condition of-unit-__..._-- .OK ._.. Location of main electrical panel MAIN FLOOR SOUTHEAST CORNER _. Wiring OK Extension cords-S OK )A-) .c is-: -. !. • a . 7 M CD 0 W O (f) LL. z a, r4 z 1i1 o I z cr a� M W I m" ' M N a) , Q A 4 M M � cn r• r, o _ .. .-ui 0 I--1-1 to ° 4)) O ro'ro ami �� 41 zX � z° 'o a`�i41 saz " d a�a a S-i ) En I J-)I W I N � 0 1 N m x o a, � o � +, x a� ro 0 $4 4 Eno -H -11 -P m a � w z a+ +� � m $ VI -1 w o a) r0i z qG o A 3 w .. ' u�' .. °1 tr o W % " 1 M :j �4 C) $4 >4 0 rC 04 44 ro (d �4 >4 4 � lo 0IQ ( � 41104 0I ° z rl 'O z >+ 0 � z m +3 U 1.) rl rA -H I-WH 4-1 X X I ld r-4 E Ad O� M 0 t �11.. d •I � � a U a 3 Ad0 [a �� �-14 � � -14 pa 04 � � Ia -•°-1 � -P °o � I • �11 1 � � � zowri & fro j a v 4 o 14 11 w x 0 -1 v N a� az 0 o -i w Xg 10 ) 0 0 • rl D � � 10 1 ri o ro a, � t� z fW, ; x c� �� I t w 1;,��o i Ic N � >l o 0 d o � W. 0 (k).) a) N E d � aa) ro I z � 124 ° r u U' U w z 0' Q En cq � O C m I DC w . r1 0 o b � m p� wa `d) 0m ,a 0 O l a! Id J4 V I 3 p O I N � 2 U tr� z W N 4g1 1 +ems 3p r 1 O v I O' 0 t( [�, H W sr a z m >+ •• 1 u R x U a) 9 rl - ><I . ro w z x C9 0 C >C J a) m DC it a) --1 x 0 a) as v ° 1 m -,-1 •ra m -11 ° l 1� •• � I r0 r-1 Ted S � I� m u 1� -r4 u x m Q1 ro ro O m � ro >4 ro c) s~ u+w m O (D •ri U) 0 H -rl -r'1 w '>, a) o �-( r 1 u m u-) 0 A a4 o r- a) •• >~ .a a� o v sJ a) S ro I >1 a w y, .,1 •,A of u_ F- '1 .. (1) o, zs -r•1 .� >+ 3 w >+ to -P 0 0 U) (n •. :j r•1 N z a� a) O� { � ° im L.t)U) 'A IA a) U) a) -- v) �S4 U� Ui Q>~ �Hy 4-3s643 J > U) � 0) > •• >i 0 (> sj , u § 0 -P a) -avW4A0) 4bj 4 J U � 44 UGQU � v4p � U i AA Q N >Y O -rA d u r4 W O a) 03L y U� O a) fd fi N +) V -r[ (a 0 CW LL- Cl- w V) � W 0 rA 4-3 U) > a O to u d 4-+ Z Z a+ a) a) a) -H 01 ° n 0 ` fu uW n� a) H w a 9WwWw Wmm44wwwA ( < U) (In rui L 1- z R z F. r-i N ° r I N C� V U! 1A t� 00 C 1 O + I N M . d' 0 %D L- M M 0 r 1 N M + 1 r 1 r-1 ri Q M U Q r i R' H H • 1 r-1 e ) N N N N n l U1 4�- f�D t7 t7 2 z toLO ( Fj c H Ki M C7 [n ro V ,4 r z trJ v N 0 rn d z � "' `° CD � A. O al H o � ham-+ t h x Cd O o m ~ 7d Lz1 —1 t=l En d A • �, 'z n ran tbd Z tJ rn n 0 - � a n r t m Z rn 000 D CJ C En tzi - : U a • - cn -o rn r Z tzj rn _ o Q N • tz7 • t7 tri PU Z Y aW 3 W 0 N ` Use words on this — T National Uniform Fire Reportins", SICFIELD EW�NY REPORT ) Hel-�A Farmn90 P A nci enE No. Time Day of Week Month Day Yeat 343 0443 Monday - Sept. 13 1976 n B rred Address Telephone o. or Apt.No. Census Tract 3 161 5th. So . 739-6081 NA NA v Occupant ner ! Gem State Paper Armour Anderson o x Address of Owner t o n 2152 HillcCest -�530 Method of Alarm From Public I ype of Situation Found z c� 1-Telephone 1--Fire (Out on arrival) o IF Type of Action a en np. (1st nDist.) Shift o.A arms Mutua 3-Investigation 5 B 1 Yeiidfrd H fixed Properly Use Classification Property Type Complex 756 Paper products supplier 1 Single NA Ft MobileProperty Classification If Mobile Year Mae Model License No. a NA NA cfl l 1-3 Area of Origin Interior finish Oimensions Occupant Floor Level or Height 43 Storage Room NA NA 1 Owner NA r- oP NumberInjured* umber Vied' r^ Civilians 0 Fire Service 0 CiATians Fire Service K 7—um-ler Fire Service Personnel Used at Scene No.Eng.Cos.Used No.Truck Cm Used No-Other Vehicles sed o. ther elu es officers 1 Men 2 1 0 0 Not Used 0 LEquipment Involvea in Ignition(if any) form of Heat of Ignition 62 -Pepsi Cola Maching Short in wiring--burned up motd . area . M 11 tquipment Involved in Ignition Year Mae Model Serial No. Voltage(if any) Vending Machine o NType of Mate6al IgnitedForm of Material Ignited Electrical Same Q Act or Omission Extent of Flame Damage 54- Short Circuit To the machine only P Extent of Other Damage Flame Spread Factor—(if any) M None None . Q Smoke Spread Factor(if any) Estimated Property Lass None none l2 Method of E 6ngiri rpenf Number Streams Oyer i eet o em ire Extinquisher '/-11 0 0 0 0 n oa Officer in Charge(Name,Position,Assignment) 3 *List name,age,sex and description of injury for n each casualty on Form 901G. S Lt. Jim R. Vickers 9-13-76 FQ lritialed Endorsements Member Making Report,(If Different from Above) Date fi ❑ Check Box if Remarks are Made on Reverse Side What factors Helped Limit Casualties or Tire Spread p n r, Enclosures,Fire Doors,Fire Extinguig5l System,Gooa Access,Good Housekeeping,etc. N Q rn ro� What Factor Wended CasuzWes or FireSpread: Poor Hydrant Spaun , Lack of fire Extinguishing System,High PiR Stoic � • N� Improper Flammable Liquid Storage, a of Cutoffs,Scant Plater Su q ,g pp on-Fire-Stopped Walls,Open Stairs, Open Shalt,Weather,etc. P�p ar. a� - o This Form is for use with NFPA 901AM"Field Incident Manual." The line reference letters refer to 901ASi. Complcte information on the National Fire Reporting System Is available in NFPA Standard 901. Additional details can be collected on the reverse side or on additional forms. systems e� P.O. Box 1751 s3o ,-a7�}. Twin Batts, ID Q081 734-731 3 fe tq �'�'G G'X 1�` j°,�" •' r.LJ" al L` 'G`..� C , fr'�,d 11 �/,,l J..1,Z'' ./�.�' ./ !l'1 .L.� • C''�• ,F '` � f 00 /X1 ' Ipp vo • I { V e L O 73�1- 73 '3 �. '77- -CITY OF:TWIN FALLS O Elechkal Permh and Application for Inspect** N° . 139,9. C ,� Date 7 App&at[am�y made for a permit to indA alter or veq)air the amwcal.work aescrmed,below subject to the regulations provided by ordinance and for the inspection thereof. 34 Art S prope"y Owner' Address Q?' LLi.C"� / ege 1 Service . . = - - �-----_-� Air Conditioners - �-- . _—� Flood fights_- - �--- -_- . Ranges Swap Pumps outlets - - $-L----- Heaters •' - i- Gas.TI in$ Ftanace :*'- �__ . _ Water Heaters ---------- Neon Signs', --------- . ` Gas Pumps - Light Fixtures . Sign Outlet . . . Dryer t ;_—_ �i' Commercial �_ —_ __------ —_ 4--_ — M� ------- ---- --- _ -- - •.- --------- =---- f-)M4 ' s ISSUED SUB CT TO THE APPROVAL J�E OF TEE ELEC1ZiICAL INSPECTOR Cm CUM Tiro-r[vn-�cc�Pro. 4M 46" 1 a#�r 00 trriN FALi,s leetrlbol Permit and APPllrotiai for Inspection N° `g�: (; Application is hereby made f 0 a Permit.Win - atei c reow.do Mud.- Properly Otoaesr > Services - - # ' . . Air t'romditi0 $ - .; .:;,; I?IOpd Light ,• ; Ranges Disposal Snmp Pompa Uatteta FumceJ9 # 0 Water Heaters # -- '` :Neoon.S '` #---- --� - ; Gas Pumps - - = Ihye; - - .�_.. Ccocjinerehl'-' j -' --,;_� -_•. -----Y_ #___���.. ' Motors licant :_� __.--- - -- TAL'FW, issvEn su$ To TM,�eovitx,'..; - OF THEEZ�ICAI. INSPLChOR - :tart ci�uc ' Timm. I'M 4W 6-7t '• . . ..�{�, _ '.;l� �', __ '� �,• sy • ;ice: .:` _ '4� 21 :CITY O illlllN. i�►1. . ,;.1b14: Apror -•:.T' ARMAtICW PORPUMIrR. I AS'INSTA TIONS in aio e y fay 'to cast gas iiad I* ' has � �cam►� � suu�� a�a �: .tbe�' wbo` be ed a�lex�ttiaA�c�ic (4) prto� bo.the tt�e i��p���S req •! e+l.••�TT. • ��ww4w• � ..tom r . • SyyssS •..~k+ L:.+• .. .;• ♦ •\. :�� ... ,�.r,�+.�! .. .f ••T xyjton !f �/• Ali 'Is.�..�.��..� i/Wp, ..MR ,� ^.i.r '� i E. ;v .R': 'r.•1` 'rw,,; i.�+�.F, 4ft77 , t r'. i .♦ �. L• •�r:`+r., ,i;i J •' S rootm `*? . ; ', •: ��t� s s: c: @r°. ? "S' T�'�i /�! r: w" :ram -7•ii Y tCTk*, =�j- ��w►�w,rM�r- Gas jlat6•� •'r.�.'.=..•`wa.1��:: ��:. '..�\j'•,j •`•'�_ � M1ftii 41W Y,':!. �k�'�,. _ ..�:.� •x:.:5 .:\ +h. 9',�.'„i:'' ram:. ..%`•.r�s:•.e..•�.Z..-_.�.,;i��sr... ..�.•.:"':. �;, •R,L. .i.• t�.•L•_...i_.___... ` '�; � ... � »�.:.:._-.J�._.�•�':t{twi�� �..:(�i"..^.�'is x4:Y:e'..LL�. +•••'-ar�s.J.�.�: - - �s,s�.'.� L.'JIbL,��r.�rY.�.� L.._Y::%r OCCOANCY INSPECTION RECORD DRESS ifW3 -1 a••SQ-u h Gem State pa er & Su plyNAME •F BUSINESS .�._._.__._..�....__......_ . DATE OATS INSPECTOR INSPECTED NATURE OF COMPLAINT OR VIOLATION ADATIItO CDH 26 June 74 CEIR 7 Nov 74 CDH 15 April 7 CDH 8 Sept 75 MJK 2 25 76 above s rinkler. heads-re uire housekeeping RMJK REFC 6 15 77uilgin0E pECTION FORM 302 a floors . y 7 7 ee 3,0 Z 7 Q31VSV NOIIVIOIA Ho 1NIVIdWO? s10 3H nivN Q31�3d8Nf kJOiJ3dSN1 31V0 31VQ SS3NISf'i6 jO :3 SS3UUGV ab00311 N01103dSNI AONydf1000