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HomeMy WebLinkAbout2433 Rostron Cr Permit file CITY Ur' `i9'4 1N��r'A��LLLLLLS t'iK I{E DEPA '1TihL�t`1' li!:_ }'�C:l'lUiJ DIV 151UN IT IS U14DERSTOOD FLAB THE UNDERSIGNED THAT JOS PERMIT IS ISSUED SUBJECT TO ALL AP LE 'BIIN FALLS CITY COD AND ORDINANCES IT IS HEREBY AGREED THAT THE WORK CALLED FOR HEREIN SHALL BE DbNE WILL BE©OMECNUiLLTAND VOID CIF WORK IS NOT STARTED WITHIN 180EDAYS OR IS ABANDONED FOR 180 DAYS. ALL CODE REQUIRE14ENTS MADE BY THIS OFFICE MUST BE IN WRITING AND ARE SUBJECT TO REVIEW AND APPEALS. INQUIRES OR REQUESTS REGARDING THE INSPECTION PROCESS REVIEW AND APPEALS SHOULD BE ADDRESSED TO CITY ENGINEER GARY YOUf3G AT 733-0860 EXT. 273 OR CITY MANAGER TOM COURTNEY AT 733-0860 EXT. 272. ----------------------------------------------------------------------------------- BUILDING PERMIT Permit Date: 7/22/86 Permit Number: 2586 Property Address 2433 ROSTRON CIRCLE SIGN New Owner EMGBERG' S 2433 ROSTRON CIRCLE Contractor LYT9E SIGNS, INC. 1925 KIMBERLY ROAD 733-1739 Work Description 27 SQUARE FOOT DOUBLE FACED SIGN Construction Type: Occupancy Group: Division: Zone : Stories: Parking Spaces Required: Map Location: I-4 Total Permit Fee: Other Fee: SIGN 7 .90 Total Fee: 7. 90 Signature of Applicant ------------------------------------------------ Assigned Inspector: SIGN - FH iSPECTION HISTORY DATE ITEM NOTATIONS CSET BACKS 6U DWALK SIE S FOUNDATION FRAMING ELECT. ROUGH IN PLUMBING ROUGH IN MECHANICAL ELEC. FINAL PLUMBING FINAL FINAL FOR OCCUP DATE REFERENCE PERMIT NO. FINAL MISC. TAG NO. STRUCTURAL ELECTRICAL MECHANICAL PLUMBING REMARKS: rG ul'i'Y U11, C-lt{L li_ 1'�S_ .._.i,:i'� Zi!��L.l:l'ZV1V UIV1a1V1V •----_IT IS UNDERSTOOD '1LL THE UNDERSIGNED THAT S PERMIT IS ISSUED SUBJECT TO ALL AP .ABLE TWIN FALLS CITY COD AND ORDINANCES IT IS HEREBY AGREE THAT THE WORK CALLED FOR HEREIN SHALL BE DbNE IN COMPLIANCE WITH THE SAME. THIS PERMIT IS NOT TRANSFERARfE AND WILL BECOME NULL AND VOID IF WORK IS NOT STARTED WITHIN It DAYS OR IS ABANDONED FOR 180 DAYS. ALL CODE REQUIREMENTS MADE BY THIS OFFICE ,gMUST BE IN WRITING AND ARE SUBJECT TO REVIEW AND APPEALS.IiEUIRES OR REQUESTS D E 273SHOULD OR BEt1AADDRESSED DR SSTD T CITY E AT E3DING THE RI1GARPROCESS,OG EATT 713�860 EXT.-----------------------------------------------------------------------------------, BUILDING PERi•1IT Permit Date: 7/22/86 Permit Number: 2586 Property Address 2433 ROSTRON CIRCLE SIGN, New Owner EMGBERG' S 2433 ROSTRON CIRCLE Contractor LYTL90 E SIGNS, INC. 1925 IIMBERLY ROAD 733-1739 Work Description 27 SQUARE FOOT DOUBLE FACED SIGN Construction Type: Occupancy Group: Division: Zone : Stories: Parking Spaces Required: Map Location: I-4 Total Permit Fee• Ot er Fee:%SIGN 7.90 Fee 7 .90 Signature of Applicant Assigned Inspector : S N - FH INSPECTION HISTORY DATE ITEM NOTATUNS SET BACKS JURS GUTTER SIDEWALKS FOUNDATION FRAMING ELECT. ROUGH IN PLUMBING ROUGH IN MECHANICAL ELEC. FINAL PLUMBING FINAL FINAL FOR OCCUP DATE REFERENCE PERMIT NO. FINAL MISC. TAG NO. STRUCTURAL ELECTRICAL MECHANICAL PLUMBING REMARKS: _ All l t YDRAULIC DESI4N INF RMATION 3HE T NAME N C, 61 'S _ 1-L-) 17tj_I f !J Iz ;_ DATE 2 - LOCAT ION - t p(_F_la_LJ,_S BUILDING FutZ_ y)n�L>_F MA Ai V F-. 4 Z C T-Lq I L . . _ SYSTEM NO. CONTRACTOR '- CONTRACT NO. -C 2101 — CALCULATED BY yi• S P_e=KL C o4_L. G DRAWING NO. CONSTRUCTION: ®COMBUSTIBLE ❑ NON-COMBUSTIBLE CEILING HEIGHT��- I I"FT. OCCUPANCY F-u2u . &A cl A I i,G- =j NFPA 13: ❑ LT. HAZ. ORD. HAZ. GP. 1 2 3 ❑ EX. HAZ. Z ❑ NFPA 231 ❑ NFPA 231C: FIGURE CURVE C7 ❑ OTHER (Specify) ❑ SPECIFIC RULING MADE BY DATE AREA OF SPRINKLER OPERATION 11160 ,SYSTEM TYPE Cm DENSITY i7�-• _ WET M DRY DELUGE PRE-ACTION AREA PER SPRINKLER z Q 1 -:2 SPRINKI.ER Q!3 N09ZLE- HOSE ALLOWANCE GPM: INSIDE MAKE. V I IC 1 tJ C-2 MODEL _MIC.f2 C� HOSE ALLOWANCE GPM: OUTSIDE Q O SIZE__a - —._ K-FACTOR -__'1�2;:�.S.- •• RACK SPRINKLER ALLOWANCE TEMPERATURE RATING y`r- 12 C, CALCULATION GPM REQUIRED ' C_. PSI REQUIRED—�P-Z S AT BASE OF RISER . SUMMARY "C" FACTOR USED: OVERHEAD_ Z�2_O UNDERGROUND, 14c) WATER FLOW T ST Pt IMP DATA TANK OR RFSEEIVOIR >. DATE & TIME RATED CAPACITY CAPACITY - a.` STATIC PSI AT PSI ELEVATION a RESIDUAL PSI ELEVATION — D 0 GPM FLOWING IYELL W ELEVATION PROOF FLOW GPM Q LOCATION — SOURCE OF INFORMATION COMIAODITY__ _—•---.___GLASS _ LOCATION -- ww STORAGE HEIGHT AREA AISLE WIDTH —• a STORAGE METHOD: SOLID PILED - • % PALLETIZED — °o HACK _ y �- ❑ SINGLE ROW ❑ CONVENTIONAL PALLET ❑ AUTOMATIC STORAGE Cl ENCAPSULATED H ❑ DOUBLE ROW ❑ SLAVE PALLET 0 SOLID SHELVING ❑ NON- ❑ MULTIPLE ROW ❑ OPEN ENCAPSULATED FLUE SPACING IN INCHES CLEARAtJCE FROAIr 1 TOP OF STORAGE TQLL11`1G O LONGITUDINAL TRANSVERSE - FT. IN. HORIZONTAL BARRIERS PROVIDED. i11111111111�11�11��1111E Z! I F{ I 1%4C3 AU'TC3h►!AT I C !E3PF2 I hIFCL FEE Ft CC3M OPtM V ENGBER6S FURNITURE TWIN FALLS IC8048 , 2-5-88 PAGE 2 HYDRAULIC ANALYSIS WITH REQUIRED FLOW AT REMOTE SPRINKLER THE FOLLOWING SPRINKLERS ARE OPERATING IN: TEST AREA 1 ( ) TEST AREA 2 ( ) TEST AREA 3 ( > REMOTE AREA ( ) REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 101 5. 60 7. 96 33: 71 36. 26 102 5. 60 7. 96 32. 97 34. 68 103 5. 60 6. 04 32. 62 33. 94 104 5. 60 7. 99 32. 04 32. 74 105 5. 60 7. 99 31. 33 31. 31 106 5. 60 8. 07 30. 99 30- 63 107 5. 60 8. 03 29. 46 27. 69 108 5. 60 8. 03 28. 80 26. 46 109 5. 60 8. 11 28. 47 25. 85 110 5. 60 6. 07 23. 93 18. 27 111 5. 60 8. 07 23. 36 17. 41 112 5. 60 8. 15 23. 08 16. 99 113 5. 60 8. 11 22. 21 15. 74 '114 5. 60 8. 11 21. 69 15. 00 115 5. 60 8. 19 21. 47 14. 70 116 5. 60 8. 10 32. 02 32. 71 117 5. 60 8. 13 30. 02 28. 74 118 5. 60 6. 15 29. 22 27. 24 119 5. 60 8. 19 24. 60 19. 30 120 5. 60 8. 24 22. 91 16. 74 THE SPRINKLER FLOW = 554. 89 opm THE OUTSIDE HOSESTREAM FLOW AT SUPPLY = 500 gpm THE INSIDE HOSE / RACK SPKLR' S. / YARD HYDT. FLOW - 0 gpm THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS = . 2109975 gpm/sq. ft. * * WATER SUPPLY CHARACTERISTICS ** LOCATION AT REF. PT. 1 STATIC PRESSURE = 85 psi RESIDUAL PRESSURE = 30 psi AT 2500 gpm THE TOTAL SYSTEM DEMAND = 1054. 89 gpm AVAILABLE PRESSURE = 74. 95 psi ' AT 1054. 89 gpm REUU I RED PRESSURE = 57. 81 psi. AT 1054. 89 gpm ) ) ) } ) ) ) ) PRESSURE REMAINING = 17. 14283 psi ( < < < ( < ( t � I 1-GIN© AUTOMAT I C S P R I R1KLE R �Qhr1 Pf�NY ENGDERGS FURNITURE TWIN FALLS IC8048 2-5-88 PAGE 3 FROM TO FLOW PIPE EQV. H-W DIA. FRIC. ELEV. FROM TO RIFF (gpm) (ft ) ft. C ( in) (psi ) (psi) (psi) (psi) (psi) 1 2 554. B9 44. 00 107. 76 140 5. 89 0. 00 0. 00 57. 81 56. 25 1. 56 2 3 554. 89 7. 25 10. 70 100 3. 26 0. 00 3. 14 56. 25 46. 96 6. 15 3 4 554. 89 3. 50 6. 71 100 3. 26 0. 00 0. 00 46. 96 43A5 3. 61 4 5 413. 53 9. 50 0. 00 100 3. 26 0. 00 0. 00 43. 35 41. 49 1. 86 5 6 275. 38 9. 17 0. 00 100 3. 26 0. 00 0. 03 41. 49 40. 62 0. 84 6 7 138. 76 17. 48 13. 41 100 3. 26 0. 00 0. 03 40. 62 39. 79 0. 79 4 .8 141. 36' 0. 67 7. 13 100 2. 07 0. 00 0. 29 43. 35 41. 11 1. 95 5 9 138. 15 0. 67 7. 13 100 2. 07 0. 00 0. 29 41,49 39. 32 1. 87 6 10 136. 62 0. 67 7. 13 100 2. 07 0. 00 , 0. 29 40. 62 38. 49 1. 63 7 11 138. 76 0. 67 7. 13 100 2. 07 0. 00 0. 29 39. 713 37. 61 1. 89 8 101 141. 36 12. 17 7. 13 100 2. 07 0. 00 0. 02 41. 11 36. 26 4. 133 9 102 138. 15 12. 17 7. 13 100 2. 07 0. 00 0. 02 39. 32 34. 68 4. 63 10 103 136. 62 12. 17 7. 13 100 2. 07 0. 00 0. 02 38. 49 33. 94 4. 54 101 104 107. 65 7. 00 0. 00 i.00 1. 61 0. 00 0. 01 36. 26 32. 74 3. 50 102 105 105. 18 7. 00 0. 00 100 1. 61 0. 00 0. 01 34. 68 31. 31 3. 35 103 106 104. 00 7. 00 0. 00 100 1. 61 0. 00 0. 01 33. 94 30. 63 3. �0 104 107 75. 61 9. 08 0. 00 too 1. 38 0. 00 0. 02 32. 74 27. 69 5: 3 105 108 73. 85 9. 08 0. 00 100 1. 38 0. 00 0. 02 31. 31 26. 46 4. 83 106 109 73. 01 9. 08 0. 00 100 1. 38 0. 00 0. 02 30. 63 25. 85 4. 76 107 110 46. 15 11. 00 0. 00 100 1. 05 0100 0. 02 27. 69 18. 27 9. 40 108 111 45. 05 11. 00 0. 00 100 1. 05 0. 00 0. 02 26. 46 17. 41 9. 03 109 112 44. 55 11. 00 0. 00 too 1. 05 0. 00 0. 02 25. 85 16. 99 8. 84 110 113 22. 21 11. 00 0. 00 100 1. 05 0. 00 0. 02 18. 27 15. 74 2. 52 1 1 1 114 21. 69 1 t. 00 0. 00 too 1. 05 0. 00 0. 02 17. 41 15. 00 2. 39 112 115 21. 47 11. 00 0. 00 100 1. 05 0. 00 0. 02 16. 99 14. 70 2. 27 11 116 138. 76 5. 96 14. 27 1.00 2. 07 0. 00 0. 01 37. 61 32. 71 4. 89 116 117 106. 74 7. 92 0. 00 100 1. 61 0. 00 0. 01 32. 71 28. 74 3. 95 117 118 76. 72 5. 46 0. 00 100 1. 61 0. 00 0. 01 28. 74 27. 24 1. 49 118 119 47. 50 22. 67 10. 70 100 1. 38 0. 00 0. 02 27. 24 19. 30 7. 92 119 12o 22. 91 11. 00 0. 00 .t00 1. 05 0. 00 0_ 02 19. 30 16. 74 2. 54 THE MAXIMUM VELOCITY OF 21. 32 ft. /sec. OCCURS BETWEEN REF. PT. 3 AND 4 Sprinkler prngram ' SPKLRCALC' release 2.'8- 1 By Walsh Engineering Inc. North Kingstown R.I. U. S. A. oCYN _ `p •' A N ' L6 P A t-IL ^. 43 •r1 I'a - boil*_ et We Ic a` 'qid`008E>Ulpd Sd . j UNITED STATES POSTAL SERVICE oFRc+as ausumn � PENALTY FOR PRIVATE YMENT SENDER INSTRUCTIONS USE TAOFAPPOOSSTAGE. i Plot ym am eddrem W UP Code In the SPM below• t 1tm11r!,II.and t on the n.ax • Atbch fa boat of Vgxs Wmtlsr attserwtae Ohio buk a1 VWL ( • town l"11 f RETURN TO Twin FallS Fire Department i (Name of Sender) • { 345 - 2nd Avenue East i t (Street or P.O. Box) Twin Falls, Idaho 83341 I _- (City, State,and ZIP Code) r - Ln 1p :�. t.. . 0 1 vat b $4•$4 4 s W oto [�O •R' t4 (d IY IAA a j 44 fs+ c ` a m lid MO®Cl . PSFpng3Q11,Dec.19B0.. ;_:::' "1:IgetIPT,REGISTERED.11'suiE,DANO. �IEpMPS. �,111M FALLS to OF Pustic / P.O.Box 1907 C.Tim Qualls Twin Falb,Idaho 83303-4907 Director of Public Safety Phone 733-OWO Area code 208 September 30, 1987 Mr. Skip Engberg 1340 Fremont Drive Twin Falls, Idaho 83301 Dear Mr. Engberg: On April 29, 1986, a permit was issued to the address of 2433 Rostron Circle for Engberg ' s Furniture Manufacturing & Sales. rior a t e issuance of the permit, there were found four (4) areas in the plans that did not meet minimum code requirements. Attached is a copy of the letter submitted by your representative assuring this Department that all minimum code requirements would be met. This Department is requiring written notification within ten (10) days of the receipt of this letter as to your intentions to bring the above--mentioned building into compliance with minimum State and City codes. Sincerely, DEPARTMENT OF PUBLIC SAFETY, FIRE DIVISION C . Tim Qualls , Director Rex Cham neys� P Y Fire/Building Inspector RC :1sb t Enclosure 4- s A ue--�— • v '� liif , ,ki . - �wv�+ !�' .'.!'k'..?�i1�'Y�i'e+7n}�fa-i�.. :,aa/A -4 -•'.trxl- ........� .5:/�''+_..f-,.-. .�P'.t�.yfr,.cYY"�+w-w_ ,_ �►�a_� 1 Adair's Honiebuilders 420HILLCR EST- SUITE 3 AMERICAN FALLS, ID. 83211 208-226-5758 City of Twin Falls Inspection Division 345 . 2nd . Ave. E . Tuin Falls , Id. 83301 _ _ Date 4/25/86 DESCRIPTION Re : Request for building permit for Engberg ' s Furniture on Lot 10 Blk , 1 Industrial Park Subdivision N. 3 . This note is provided to assure all concerned of our intentions to provide and install the following : 1 . A dry fire sprinkler system throughout building . 2 . Emergency exit lights at main exits 3. Three portable fire extinguishers 4 : Or. openings #6 ; 8 h 9 add closures & change to one hour rated doors . L 1 1 Y OF jiN MLLJ-,AVPL1 LN 1 l UH FUK114DR: 5 J BUILDING D MOBILE HOME' E] SEWER E] WATER • •® SIGN DRIVEWAY ." Q OTHER4.1.`, i CONTRACTOR } ME �: "�� l=. /�� J NAME_ L y U Z, . a�, n h IDRESS4j �� �� C��C-+_AW1�t5('� 4Z' ,s/jF ADDRESS P.9. Box 332 1425 + [ONE NO. PHONE NO. 733-1734 'PE OCCUPANCY (Use of Building) \\ 'GAL DESCRIPTION OF PROPERTY AND STREET.ADDRESS I T. VALUE $ Sq. Ft. Main 2nd Basement Sq. Ft. Garage No. Floors PLICATION RECEIVEb BY w GG DATE. PLICATION SUBMITTED BY Ci (Signature) j ECK THOSE ITEMS SUBMITTED: PLOT, PLAN CALCULATIONS FLOOR PLAN t UNDATION PLAN SPECIFICATION BOOKLET STRUCTURAL PLAN OTHERS ems to Check; Re . De t. Remarks or Actions Date OK'd B Zoning Code Com fiance Z a) .Pro er Zone b) S ecial Use or Variance /V c} Set Backs Lot Size �7 d) Set Backs - Hwy. Dist. z e+) Screeningo .f) Off Street Parkin N g} Flood Lighting QA h) Si nin d� i) Landsca in ir/�LJ ) Other- Structural Analysis Q ems 11 Corr4rl di.% rM Availability of Water Sewer /* P ram• ' FOOD m • Se tic Tanks ell -Hlth. Dept. i .'Sewer Assessments A22rove Curb - Sidewalk H a a ApErovd DrivewaX A22roach .❑ - ' tz7 Hw . Dist. Approach Permit` Drainage/Irrigation y, >4 Flood Zone Issue Address Uniform Fire Code P4i Uniform Building Code %S= NUMBER PRICE OK'd BY NUMBER PRICE OK'd BY .1ding Permit C; Driveway rer Water per Other 1,nTFS n%t nnrK C z + 1-0000 ----- - U a O OL CL � L � �,. CL O o U > 0 =,. � zv O LU LL nac�n C >- co LLJ _l IIBM 13 n �s a Lu ca j 0 Z 0 I O J =I Q;ccn p W •m • ui ' N C) Q °' x Z 0 t - m �.7 th era j � 7 . t 4--4� Q� E O . T � L hf C -, v a '` ----� t CITY OF T41Iid '\LLS TIRE DEPART11ENT IflSP,0I0N DIVISION IT IS UNDERSTOOD BOLL THE U11DERSIGNL ED THAT THIS PERMIT IS ISSUED SUBJEC'i`` TO ALL APPLICABLE WIN FALLS CITY CODES AND ORDINANCES IT IS HEREBY AGREED THAT THE WORK CALLED FOR HEREIN SHALL BE DbNE IN COI:PLIh.1,7CE STIT11 THESAME. THIS PERMIT IS NOT TRANSFERABLE &ND WILL BECOIIE NULL AND VOID IF WORK IS NOT STARTED V7ITHIN 180 DAYS OR IS ABANDONED FOR 180 DAYS. ALL CODE RFOUIRE`;ENTS BADE BY THIS OFFICE E'US`1' BE I14 WRI`i'ING AND ARE SUBJECT `20 REVIEW AND APPEALS, INQUIRES OR REQUESTS REGARDING 'AHE INSPECTION PROCESS RI. ll-!' A?dD APPEALS SHOULD BE ADDRESSED TO CITY ENGINEER GARY YOUbIG AT 733-0860 EXT. 273 OR CITY I•IANAGEP. TOM COURTNEY AT 733-0860 EXT. 272. -------------------------------------------------------------------------------------- BUILDII4G PLRNIT Perm:it Date: 4/29/06 Pernit Number: 2421 Legal Description: LOT 10 BLOCK 1 , INDUSTAIAL SUB. 2 Property Address 2433 ROSTRON CIRCLE CONILE RCIAL Addition (Xiner ENGBERG, SKIP BURLEY, ID 678-2636 Contractor ADAIR' S HOME BUILDERS 226-5758 100 Mork Description NEW WOOF IORKING PL111TT Construction Type: VN Occupancy Group: H-H-B Division: 2-3-2 Zone: 1"-2 Stories: Parking Spaces P.equired: I:ap Location: I-4 Square Feet : 3200 BVD Code: 140517 Valuation: OGG 227722 Total �32UU Permit Fee: 394 .00 Man Check Fee : 256 . 10 Tota ee: 650.10 Signature of Applicant _______________ Assigned Inspector : GARY EARL INSPECTION HISTORY ' DATE ITEM NOTATIONS CSET ggBACKS 3 SIDEWALKS FOUNDATION FRAMING ELECT. ROUGH IN PLUMBING ROUGH IN MECHANICAL ELEC. FINAL PLUMBING FINAL FINAL FOR OCCUP DATE REFERENCE PERMIT NO. FINAL MISC. TAG NO. STRUCTURAL ELECTRICAL MECHANICAL PLUMBING REMARKS: INSPECTION REQUIREMENTS The following inspections will be required: 1. Setbacks and footings Prior to pouring 2 . Foundation 3 . Framing (framed, sided, roofed, rough-in electrical, plumbing) 4 . Final (ready to occupy prior to occupancy. It shall be the duty of the person doing the work authorized by a permit to notify the Inspection Department that such work is ready to be inspected a minimum of four hours before the inspection is desired. The inspection card shall be on the job with approved plans. Any time an inspection is performed and work has commenced beyond a required inspection, a Stop Work Order will be issued until it can be certified that it meets the Uniform Building Code. Any request for an inspection which is not ready at the time re- quested may be assessed a re-inspection fee of $15 . 00 each. No building or structure of Group A, E, I , H, B or R, Division 1 Occupancy, shall be used or occupied, and no change in the existing occupancy classification of a building or structure or portion thereof shall be made until the building official has issued a Certificate of Occupancy. After final inspection when it is found that the building or structure complies with the provisions of this code and other laws which are enforced by the code enforcement 'agency, the building official shall issue a Certificate of. Occupancy. If you have any questions concerning any inspection, contact the Inspection Department at 733-0860. Date ig atur 0 Adair's Homebuilders 420 HILLCREST-SUITE 3 AMERICAN FALLS, ID. 83211 208-22fr5758 City of Twin Falls Inspection Division 345 2nd. Ave. E . Twin Falls , Id. 83301 Date 4/25/86 DESCRIPTION Re : Request for building permit for Engberg ' s Furniture on Lot 10 Blk. 1 Industrial Park Subdivision N. 3. This note is provided to assure all concerned of our intentions to provide and install the following: I . A dry fire sprinkler system throughout building. 2. Emergency exit lights at main exits 3. Three portable fire extinguishers 4 . Od openings #6, 8 & 9 add closures & change to one hour rated doors. 00,1 .... .... . . ..V. .` � � . � .)��..�i i .,131y� 1, _ 1 �I TY OF*1141 FALLS APPLICATION FORIfJR: r EDtUILDING F__j MOBILE HOME -SEWER EATER El SIGN Q DRIVEWAY 0 OTHER 1 CONTRACTOR � f NAME v NAME /�,e� Q ADDRESS ` ADDRESS % 7-,& PHONE NO. r- PHONE NO. TYPE OCCUPANCY (Use of Building) LEGAL DESCRIPTION OF PROPERTY AND STREET ADDRESS EST. VALUE $ Sq, Ft. Main�S2 . 2nd Basement Ft. Ga a No. Floors APPLICATION RECEIVED B DATE Z � APPLICATION"SUBMITTED -BY CHECK THOSE ITEMS SUBMITTED: PLOT PLAN CALCULATIONS FLOOR PLAN FOUNDATION PLAN SPECIFICATION BOOKLET STRUCTURAL PLAN OTHERS Items to Check: e Dept. Remarks or Actions Date OK'd B 1. Zon-inq Code Com'liance a) Proper Zone b) S ecial Use or Variance 'p c) Set Backs/Lot Size d) Set Backs - ifwy. Dist. ❑ � D z M F 0) Screening 0 O ry f) Off Street Parking z 65 g) Flood Lighting b) Si nin i) Landsca in Other 2. Structural Anal sis oe - e o-n e 3. Availability of Water Sewer D a�� j c� e / FOOD 3 4. Septic Tanks/Well -Hlth. Dept. H H 5. Sewer Assessmentse4ac_01� � a z / 6. Approve Curb - S4: e,aa � 13 n - 7. Approve Driveway Approach H a 8. Hwy. Dist. Approach Permit t7 rn e e 9. Drainage/Irrigation >I ��✓� 7+ 10. Flood Zone' l o , 11. Issue Address \K.C-Ctf 12. Uniform Fire Code z H 13. Uniform Building Code FEES: NUMBE R PRICE OK'd BY NUMBER PRICE OK'd BY Building Permit / Driveway IL � ra?o 2cn � 7 7.2��✓ /Zc. Other Other NOTES ON BACK f NOTE Sj � !ti Adair's Homebuilders DEE ADAIR General Contracting : Phone 420 Hillcrest-Suite 9 (208)22"758 Amerb=Fails,ID 83211 s . 1 6 Al _ L-© E ClqI-- LI I I4:1I C QEQ •Iz Co Ln N tD ooz - SM LO CD LL.LL LL- 1 r•In tJ) to LL-to O O O ,n Z S C-tL Q-i _cz .IJ zt� cr L a- �..0 0 •f' 1•�p O O Q O Ln-1^ to 1 LL CL �L N zor-U')= no I w M =•en cV--• I-(-j = C) u 2 v►ac 1 >G qs ViN UpZOWco ,i A A A A II 11 �� a ,LO jt \ -Of-to1- 1 cw �vl I 1-1-.r W>✓ Z 7' q iC WOU1Wtn CC) Z z•-•z '+ ¢ x W toN=L0CD CnM Z--o v) (moo j¢ V x LLr) �na»c a? I I -v um z: 4 LLJ Z rxi vt w SmmMN tv p W.• p _ cr It rro -P o b e c o N� Z� � {CY D w cl: m n1 N•rl a u &Z -w I J U U U Q.(n LLI LCL1)tnS U)S 4 X Z m V UF-I-m(nw� W F: M toSLOtoM60 ¢Ito .N F: A J I ( S S u MM N ¢ ¢O z .t]LO CC Z +1 J J ¢Z iv 9 �a "� x o ru' c a z � _ \J� In N to p¢ V1 cc .+ u Le) rl Q L M CC a z u o o Q d/ �P I a z cc N t� +' ' �, aL to�-z N f �� =r _ NMf It X=¢buON = . 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O t- 0 a K• (rui - alJ 2 0 CI H+ - - - - - - -cv-D to o� 0 2 to 0� -j-1 to >- Lu d � xl to =Nmr10 �-- C2rM �t0m(nto Cv. ipr,totnrvin 0¢--t3 o 3 M cc 3 ¢ = S =MMMM'n � mmmmmNN ww -- vl•-mtn •0 c' o JUU! m %6 2 F- w 1-r- L+ Y t-O �., C3 -N• WWwwwwWW 1 OtLt/NOm20i1 Ln C ZW5CC �ir7• 0 D CO tO Ln =r (c c=2 0 --o w 01- •-.m fD O W r llIA1l1 • ♦ SOU Vi NNwu 4-) 0 Q � J ____ _ _ •tt-Lt LL.Itlt.Ll.ttl� 0 2�- O zov+wV tn. 1¢01'. !t r, I l f l l i E COOO = Z == to ¢vxpt]¢ .. tatmwu mtno ,} ozw¢zz to x ¢¢xz �- IL. Lttt.tLl>_tLwtt •-+N •--�N .�v=isJG2 p 4fANW -y Z,�N . Q Q)U o M CD C?O O O O p .Z t- . ,Z y try v Ct te a' T• 0000vloln �0011+Qzu u aCCW0)-o z �* �•-�7:Wtn ? zL.lv'I � � tJ Y USzvz2' -Nmat» ¢0.0.ti nrr+•M. « Jurisdiction ART f, GENERAL PLAN CORRECTION LIST Based on 1982 EdMan of the Uniform Building Cods r � Owner Plan Check No. }-- Valuation Job Address Use .l�12�r City Type of Occupancy State Construction —ZClassification Total Allowable Floor Area Sq. Ft. Stories Basis for Increase Floor Area: Floor(Max.) Sq.Ft. All _., Floor(Total) Sq. Ft. Occupant Load COMMENTS OR ASSUMPTIONS: Corrections checked below are to be made on plans before permit is Issued. The approval of plans and specifications does not permit tha violation of any section of the Building Code or other city ordinance or state law. GENERAL 10. 4r'"sisvV9 occupancy separation in conformance with Table No.5-13 and Section 503 is required between 1. Valuation should be$ the -hour 2. Short Job address on plans. -hour -hour 3. Give name of person responsible for plans. 1. Horizontal occupancy separations should be supported 4. Submit fully dimensioned plot plan. with a structural system having equivalent fire-resistive protection.Section 503(b). 5. GK a all dim anslons on plot plan. 12. The building is limited to stories at in height as a Type AREA LIMITATIONS AND GENERAL structure.Section 507 and Table No.5-D. OCCUPANCY REOUIREMENTS 6. Ground elevations should be shown at corners of the building and at changes In ground slope.The ground 9w-vations should be taken at the lowest point between 1 A=m In -.vhich a �Y�1Br cloeet Is lo=led should ba the exterior wall and a point 5 feet out or at the property separated from food preparation or storage rooms by a Una,n closer.Where,the exterior wall Is parallel to and tight fitting door.Section 510(a} within 5 feet of a public sidewalk, alley or other public way, the ground elevations should be the elevation of TYPE OF CONSTRUCTION the public way. The number of stories In this building cannot be determined until these data are furnished. 014, Roof coverings should be Ire retardant.Sections 1704 and 3202 (b). Details or specifications complying with square feeel.t.Sections 505 and 506. The total area is limited t � Section 3203(a)are required. �5 Exterior(court)walls within feet of 8. Unobstructed yards of feet should L> property lines should be of -hour construction. be maintained o id93 If on______03(ay. of the building for area purposes.Section 506. 1 Openings in exterior(court)walls within 9. Provide details to stow that_ -hour area separa- /r} feet of property lines should be protected with three- tion walls will comply with Section 505(a). (/ fourths-hour fire assemblies.Section 03(b} Extend vertically from the foundation to a point 30 Inches above the root 17 Usable space under the first floor except in Groups R, the wall length in the story under consideration, (b)Total width of all openings limited to 25 percent of DMsfon 3 and M Occupancies should be enclosed as p (c) All openings protected with fire assemblies having a required in Section 1703. fire-resistive rating of one and one-half (three) hours. Firo-resistive construction for structural frame elements (d)Ducts through area separation walls should be In the exterior walls should comply with Footnota No.1 avoided.If allowed,duct penetrations should be pro- of Table No. 17-A and Section See tected as required in Section 4306(j). Section 1702 for definition of structural frame. t3t»st rao.t a a St»�ts 19. Aweather-resistive barrier should be applied to exterior SPECIAL OCCUPANCY REQUIREMENTS Grou A ' walls as spedfied in Section 1707(a}. /1 p i 295 Enclosures for floor openings should comply with Table 35• =3 Occupancies should be of one-Four fire-resistive construction if located in a basement or above the first Xr No. 17-A, Section 1706. Details should be provided to story.Section 602(b� clearly indicate this. A-2.1 Occupancies with an occupant load of 1000 or 1. Structural members carrying masonry or concrete walls more should be in Type I, II-F.R., II One-hour,III One- In buildings over one story in height should be protected hour or IV buildings,except that the roof framing system with minimum one-hour fire protection.Section 1708. for one-story portions of buildings of Type ll One-hour or Type III One hour construction may be of unprotected construction when such roof framing system is open to the room and does not contain concealed spaces.Sec- Nonabsorbent finish and backing for toilet room walls ton 602. and floor should conform with Section}510(b). 37. Group A assembly rooms having an occupant load of 11100 or more shall not be located in the basement 2 Shower stall walls should be finished with a hard,non- unless the basement is located in a budding of Type I or absorbent surface to a height of 70 inches above the II-F.R.construction.Section 602(b),The main entrance drain inlet.Section 510(b)_ should front directly upon, or have a 20-foot-wide access to, a public street at least 20 feet in width. Doors and panels of shower and bathtub enclosure Section 603. should comply with Section 5406(d)5. 38. Light and ventilation should comply wfth Section 605. Parappeet walls not less than Inches in height are required.Section 1709. 9. A one-hour fire-resistive occupancy separation is required between the boiler or central heating plant 26. Eave overhangs and similar architectural projections where the largest piece of fuel equipment exceeds /I should comply with Section 1710. 400,000 Btu per hour input and the rest of the building. Section 608. 40. Exterior openings for rooms containing a boiler or can- 27. Projections beyond the exterior wall should conform Iral heating plant should be protected with three- with the less restrictive of the following: fourths-hour fire-resistive assemblies that are fired, (a)A point one-third the distance to the property line automatic or self-closing if located below openings in n from an exterior wall.Section 504(b), another story or If less than 10 feet from other doors or rt Jj windows in the same building.Section 608. (b)A point one-third the distance from an assumed n9• vertical plans located where fire-resistive protection of openings is first required due to location of proper- Group E ty.Section 504(b). 41. Atmos heric separations should comply with Section 802(bf 28. Envelope ceilings should satisfy the following condi- 42. U of rooms should be clarified. Note that rooms In ons[Section 4303(b)61: ivisions 1 and 2 Occupancies used for day-care pur- (a)Should not be used to provide fire protection beams poses and rooms used for kindergarten,first or second and girders supporting more than one floor. rade pupils and Division 3 Occupancies cannot be (b}Columns should be lndividualh+fire protected. ocated above the first story.Section 802(ck c Duct and other openings are limited to 100 square Inches in each 100 square feet of ceiling area. Spacial-hazard rooms should be (d)Duct openings should be protected with approved p separated from other fire dampers. portions of the building by not less than a one-hour fire- (e)Electrical outlet boxes should be of steel and not resistive occupancy separation.Section 802(d). greater than 16 square inches in area. One required exit should front directly upon,or have a Gypsum board, lath and Plaster and similar ceilings in 20-foot-wide access to,a public street at least 20 feet in consurcton with fire-rosis!Ivs assemblies should br width.Section 803. supported at intervals not exceeding 16 inches.Items 20 through 25,Table No.43-C. 5. Sanitary facilities should be provided in accordance with Section 805. Wood stripping or suspended wood systems for gyp sum board,lath and plaster and similar ceilings should 46. Light and ventilation should comply with Section 805. be not less than 2-inch nominal thickness.Section 4704 (b).(Section 4703(b)for wall stripping.) 47. A one-hour fire-resistive occupancy separation is required between the boiler or central heating plant 1. Final partition layouts and details should be submitted where the largest piece of hues equipment exceeds prior to installation to Justify compliance with occupan- 400,000 Btu per hour Input and the rest of the building. cy,fire-resistive,structural and exit requirements. Section 808. 3 Justifying test data in conformance with Section 105 or Group an ICBO research report is required for Group I,Division t Occupancies should be of Type I or Rooms in which rubbish(linen)chutes terminate should Type II-F.R. construction unless complying with the. be separated from the remainder of the buildin with a Exception in Section 1002(b), one-hour occupancy separation.Section 17016 jqc) 9. Group I,Division 1 or 2 Occupancies should be of one- Openings into rubbish and linen chutes and terminal hour fire-resistive construction.Table No.5-C. rooms should not be located in exit corridors or stair- ways.Section 1706(c). 50. Light and ventilation should comply with Section 1005. Shut No.2 of 5 Shoots c 51. A one-hour fire resistive oc cy separation Is fin. rAnur fire-resistive occupancy separation Is wired between the boiler or ntral heating plant etween the following rooms and the rest of the where the largest place of fuel equipment exceeds 400,000 Btu per hour Input and te rest of the building. e or laundry rooms that are within a Group R, Section 1008. n 1 Occupancy that are used In common by s.Section 1202(bk Exterior openings for rooms oontalning a boiler or cen- s containing a baler or central heating plant in tral heating plant should be protected with three- up R, Division 1 Occupancy, except where fourths-hour fire-resistive assemblies that are fixed, ooms contain equipment serving only one automatic or self-cbsingali located below openings In g unit.Section 1212. another story or if less than 10 feet from other doors or windows In the same building.Section 1008. , Every dwelling unit and guest room should have com- fort heating facilities as specified in Section 1211. Group B Every dwelling unit and every guest room In a hotel or 53. Motor vehicle service stations should be of nonoombus- lodging house used for sleeping purposes shall be ro- uble,fire-retardant treated wood or one-hour fire-resis- vided with smoke detectors conforming with U.B.C. construction.Section 702(b� Standard No. 43-6. A smoke detector should be Installed In the basement of dwelling units having a Storage areas in excess of 1000 square feet in connec- stairway which opens from the basement into the dwell- tion with wholesale or retell sales should be separated Ing.Such detector should be connected to a sounding from the public areas b a one-hour fire-resistive occu- device or other detector to provide an alarm which wffi P Y be audi in the sleeping area.Sec•tiat 1210(a� panty separation unless the building Is equipped throughout with an automatic sprinkler system.Section 702(b). Group M \ fight and ventilation should comply with Section 705. ff)�quare M Division 1 Occupancies are Wted to 1000 feet in floor area and one story in height.Exhaust ventilation at or near floor level Is required by 1102. Section 705. 1 Garages should not open directly into a room used for 57. A one-hour fire-resislive occupancy separation Is sleeping purposes.Section 1104. required between a boiler room or central heating plant where the largest piece of fuel equipment exceeds 11i An approved noncombustible material or as hattic ppav-_ 400,000 Btu per hour Input and the rest of the building. Ing material is required for garage Om surfaces_Sec- Section 708. Hon 1105. Group R 58. A Group R,Division 1 Occupancy more than two stories in height or having more than 3000 square feet above EXIT REQUIREMENTS the first story should be of one-hour fire-resistive con- struction throughout except as provided in Section 1705 7 An occupant load sign Is required In classrooms, (b)2.Section 1202(b). assembly areas,etc.,having an occupant bad of more than 50.Section 3302(c).See 5 The following rooms should have exterior glazed open- Ings for natural light (openabla exterior openin s for natural ventilation)as specified in Section 1205(1 Conforming exits are required from the areas below as specified in Section 3303(a). 60 Mechanical ventilating system in bathrooms should provide five air changes per hour directly!o the outside. 5. Exits should have a minimum separation of one-half the Section 1205(a)_ maximum overall diagonal of the building or area served.Section 3303(c} 61 Exterior openinggs from should not be considered as rumishing required light or ventilation 75. tko point In the txatding should be more than 150(200) since they do not open to a ard, court or street in feet from an exterior exit,horizontal exit,enclosed stak- accordance with Section 1205�a) way or exit passageway,namured in the direction of travel.Section 3303(d). Courts bounded on four sides with walls should be at ,.least 10 feet in length.For courts more than two stories 77, E)dt door should swing in the direction of egress. Sec- In height,the required width should be increased by 1 v lion 3304(b).See doors foot and the required iength by 2 feet for each additional r story.Section 1206(c). 83. Ever ales in room below the fourth floor should have 78 Double-acting doors shall not be used as exits In the Y R following locations Section 3304(b}_ at least one window or exterior door approved for emer- gency exit or rescue.Section 1204. 64. room should have the minimum calling 79. Exit doors should be openabfe from the inside without height required in Section 1207(a)_ the use of a key,special knowledge or effort.Section �9 3304(c). Note also that flush bolts or surface bolls are 65. room should have a minimum floor area prohibited. of square feet.Section 1207(b). Exit doors should be a minimum size of 3 feet x 6 feet 8 66. Efficiency dwelling units should comply with Section Inches with a door capable of opening 90 degrees. 1208. Section 3304(e). Shom No.3 of a Stiowls 81. The net dimension(clear width)a1 doorways should be 100. Openings in exterior walls below or within 10 feet of used in determining exit widths required by Section exterior stairways should be protected with self closing / 3303 (b} Section 3304 fey In consideration of door /� three-fourths-hour fire-resistive assemblies. Section D �X thicknesses, panic hardware, door swing, etc., the /J 3306(I� [r 1 required exit widths have not been furnished.See door IJ Enclosed usable space under interior stairways should be protected on the enclosed side as required for one- A floor or landing not more than 1/i Inch below the hour fire-resistive construction.Section 3306(m). threshold Is required on each side of an exit door.Sec- tion 3304(h)_ Noncombustible exterior stairs are required. Section Doors should not project more than 7 inches Into the 3306(n� required corridor width when fully opened or more than Exterior stairs should not project into an area one half Into the required corridor width when in any P 1 (yards or position.Section 3305(d). coQ6 fin}here wall openings must be protected.Section Revolving(sliding) (overhead)doors are not permitted as exit doors.Section 3304(9 1 One stairway should extend to the roof. Section 3308 � Exiting through another room does not comply, except Six-foot 6-inch minimum headroom clearance for stair- as provided for In Section 3303(e). A q, ways should be Indicated on plans. Section 3306(p). Note that this is from a piano tangent to the stairway Corridors should have a minimum width of 44 (36) tread nosings. Inches.Section 3305(b). 1K Ramp slopes should not exceed one foot in �L Corridors serving nonambufatory persons should have feet.Section 3307(c). an 8-foot minimum width.Section 3321 (c). - Surface of ramps should be roughened or of a nonslip Dead ends of corridors and exit balconies are limited to material.Section 3307(g). 20 feet.Section 3305(e). _0 t 108. Stairways should be enclosed as specified in Section Wails and ceilings of corridors should be of one-hour 3309. fire-resistive construction. Section 3305(g). An archF a One(two)-hour fire-resistive walls are required. tectural section through the corridor is necessary to �b�Only exit doors are allowed to open into exit determine how this is accomplished. enciosures. (c)Doors should be labeled one (one and one-half)- Exterior exit balconies cannot project into an area hour fire assemblies. where protected openings are required due to location d Exit enclosures should include a corridor on the on property.Section 3305(i). ground floor extending to the exterior.Fire-resistive construction should be as required for the exit enclo- Interior openings into corridors should be projected as sure,including protected openings.Only exit doors ere permitted 10 open into the corridor. specified in Section 3305(h). (e)An approved barrier is required at the ground floor to prevent people from accidentally continuing to the 9 Stairway should have a minimum width lower level. of Inches. Handrails should not project (I Usable space is not allowed under the stairs. more than 31h inches into the required width on each side.Trim should not project more than V/!z inches into required width on each side.Section 3306(by. Ail required exits from the building should be smoke- Risers on stairways should not exceed 71h inches and proof enclosures complying with Section 3310. runs should not be less than 10 inches. Section 3306 11 Openings into exit courts less than 10 feet wide should (c) 1 IrIL be protected with labeled 45-minute fire assemblies. Section 3311 (d). Also see 'exit court" definition in 94, Landings on stairways should have a dimension in the Section 3301(b).Openings more than 10 feet above the direction of travel equal to the width of the stairway but court floor are exempt. need not exceed 4 feet for stairs having a straight run. Section 3306(g) 1 1. No openings other than required exits are permitted in exit passageways. The passageways should be of e A doonng swinging over a landing shall not reduce the -hour fire-resislive construction. Section 3312 width of the landing to less than one half its required (a} width at any position h1 its swing nor by more than 7 Inches when fully open.Section 3306(9). 2. Exit illumination and sign should be provided in con- 10 ance w actions d 3314. Basement portion of stairways should have an 141 approved barrier where continuous to upper floors in an 113. Aisle(cross aisle)in auditorium should have a minimum exit enclosure.Section 3306(h} width of Section 3315(b).Section 3315(e). 9 Vertical distances between stairway landings are iim Panic hardware is wired on exit doors senrin Grow Red to 12 feet.Section 3306(i). A Occupancies.Sections 3317(d)and 3318(al.to lieu Handrails should be placed not less than 30 inches nor of this,doors shall have no locks or latches. more than 34 inches above the tread.Section 3306 Q) 1 Main and side exits in conformance with Section 3317 Two handrails are required where stairways exceed 44 are required for Grou A,Division 2(2.1)(3)Occarpan Inches in width. ties.Section 33tB(a� PGuardrails for stairs, balconies and landings should Corridors of Group E Occupancies should have a width conform with Section 1711. Note that maximum clear- required by Section 3302 plus 2 feet,but not less than 6 once between intermediate rails Is 6 inches. feet.Section 3319(e). Sheol No.4 of 8 Shsata 117. Each floor above or below tt> und floor level of 135. Class ll dpipes are required in buildings exceeding t Group E Occupancies should h less than two exit 150 feet in height,Table No.38-A. stabs.Section 3319(gk 136, Buildings slx stories or more In height should be pro- 118. Exit stairs serving an occupant load of more than 100 in vided with not less than one standpipe during con- a Group E Occupancy should have a minimum dear struction.Section 3806(b). width of 5 feet.Section 3319(g) 137. Automatic sprinkler system plans should be submitted 11 Every room with an occupant bad exceeding 300 in a to determine compliance with applicable building, G t Occupancy should have one of its exits Into a plumbing and fire codes. rate exit system.Section 3319(b� 1 Man three or more exits are required in a Group E FIREPLACES AND CHIMNEYS Occupancy,no more than two required exits should exit into the same exit system,Section 3319(b) 138, Chimneys should comply with Sections 3703, 3704, 3705 and 3706. 1 1. In a Group E Occupancy no point In a mom should be more than 75 feet to an exit corridor,enclosed stalr way 139. Fireplaces and barbecues should comply with Section or exterior of the building.Section 3319(c)- 3707, 122.1 FKiting through adjoining rooms In a Group E Occupan- cy should comply with Section 3319(d). FINISH WORK 123. Panic hardware Is required on exit doors serving rooms The Interior wall and ceiling finishes should be specified contalnin more than 50 occupants and in condors of and comply with Table No.42-8 and Section 4203. Group E Occupancies.Section 3319 Q) Gypsum wallboard interior lath and plaster)cannot be 124. AN required exterior exh doors in a Group I Occupancy Installed on weather-exposed surfaces.Sections 4705, shall open in direction of exit travel.Section 3321 (ak 01 4711. See Section 424 for definition of weather- exposed surface. 125. Doors from bedrooms and wards of Group 1Occupan- cies and all exit openings where nonambulatory o Skylights should comply with Chapter 34.Plastic sky- patients are housed should have a minimum clear width fights are allowed only under conditions specified in of 44 inches. No projections in this width are allowed. Section 5207. Section 3321 (b). il Glass and glazing should comply with Chapter 54.Type 126. Panic hardware is required on exit doors serving more and thickness of glass should be specified. than 50 occupants in Group I Occupancies unless there Is no latch or lock.Section 3321(f). 142r Glass and glazing subject to human impact should comply with Section 5406. FLOOR,ROOF CONSTRUCTION,COVERING,SKYLIGHTS, ROOF STRUCTURES STRUCTURAL 1 7. Draftstopping as specified in Section 2516(i)4 A shall be provided within a concealed floor-ceiling assembly 145. Special Inspection In conformance with Section 306 is farmed of combustible construction. required. DraftstoPping as specified in Section 2516(f)4 B shall 146. Soil classfication In conformance with Table No.29-B be provided within attics, mansards, overhangs and and pounds per square foot soil bearing simriar concealed spaces formed of combustible value used in design should be specified on plans. construction. Section 2905. Roof drainage should be conducted under the public 147. The foundation Investigation report mentioned in plans sidewalk.Section 3207(a). was not Included in data forwarded to us. It should be submitted for review. 1 Overflow drains having the same size as roof drains and on Indepandsnt drain lines are required. In lieu of this, 148. All masonry or concrete elements resisting seismic overflow scuppers three times the size of roof drains forces should qualify as reinforced elements. Section should be installed in parapet walls. Overflow system 2312 Q)2 B. should have inlets located 2 inches above the low points of fhe roof.Section 3207(c� 149. Precast concrete wall panels should be justified for The aggregate area of penthouses and other roof struc- compliance with Section 2616(c) lures cannot exceed 331A percent of the supporting roof 150. Wood members may support bads from masonry or concrete only under the conditions specified In Section ,_AUTOMATIC SPRINKLER SYSTEM 2515(a)_ 151. Structural calculations should be submitted to justify 1 An approved automatic sprinkler system in the the adequacy of the structural system in resisting seis- -Is required. Section 3802. This includes blind mic and wind loads, and supporting dead and five spaces enclose wh iIY or part! by combustibl loads.This includes foundations, construction. 152. Justityirg calculations and details shoudd be provided 133. Class I standpipes are requik in buildings four or more for stories in height.Table No.38-A. 134. Class ll standpipes are required as specified In Table 153. Roofs shall be designed for snow bads of . 134.1 No,38-A. pounds per square foot.Section 2305(d). shot No.5 or 6 Shots 154. The roof should be designed for uplift wind pressures 166. Welding data or details for steel decking used as a with due consideration for lateral support of compres- diaphragm should be provided. Information should ' sion flanges of flexural members. comply with a specific ICBO research report or lest data submitted in compliance with Section 105. 155. Floor load should consider a 20-pound-per-square-foot partition load.Section 23D4(d) 1 167. Details should be provided on roof (floor) diaphragm connections that indicate how the shears are trans- 156. Marquees (residential balconies) should be designed ferred to vertical shear-resisting elements.Connections for a 60-pound-per-square-foot live load.Table No.23- should be justified with structural calculations for com- A. pliance with allowable values. 157, Garages for the storage of private pleasure cars should 168• Nailing for gypsum board(lath,sheathing board)used be designed for a minimum 2000-pound wheal load. structurally on shear walls should be specified to com- Section 2304(c)_ ply with Table No.47-I. 158. Live bad reductions should comply with Section 2306. 169. Shear walls utilizing gypsum board (lath, sheathing board) cannot be used to resist loads imposed by 159. Glued-laminated lumber should be fabricated in actor- masonry or concrete walls.Footnote 1,Table No.47-I. dance with Section 2511 (t) 170. Ra flings should be designed to withstand a 20- (50-) 160. Allowable stress in glued-laminated members over 12 pound-per-foot horizontal force.Table No.23-B. Inches in depth should consider a depth reduction fac- tor.Section 2511 (d)5. 171. Ceiling framing should be designed for a Ihre load of not less than 10(20)pounds per square foot.Table No.23- 161. Bolted connections exposed to the weather are limited B. to 75 percent of the allowable load under protected conditions.Where always wet,the allowable load shall 172 Interior partitions should be Justified structurally for be 67 percent of the allowable load under protected strength and deflection criteria specified in Section conditions. U.B.C. Standard No. 25-17, Table No. 23D9(b� 25-17-S. 173. should comply 162. Anchorage of concrete and masonry walls should cam- with a specific ICBO research report or justifying test ply with Section 2310. data should be submitted in compliance with Section 105. 163. Plywood grades should conform with Table No.25•B. 174. Plans should indicate that foundations extend below the 164. Justification Is required that sufficient slope or camber is frost line. available to assure adequate roof drainage after long- time deflections.In lieu of this,roofs must be designed 175. Provide complete specifications In conformance with for possible ponding of water.Section 2305(f). the design for 165. Details on stressing method and hardware along with Justifying data are required on prestressed concrete work.This data should be submitted and approved prior to ordering of material. Note that all tendons should comply with Section 4303 (c) 3 for fire-resistive purposes. Additional Correctlons: These sheets are a part of the plans and shall remain attached thereto.Corrections as above indicated will be complied with. Rechecked and approved (Sign He d or AlOcarot) Date Checked by Date REVISED IM2 Shwt No.6 of 5 Stwirts r......-nw1�_ __ .�-_ _ ___�a.+1.:ir�ar.rr� - -_ .v......f..,.._..:a,.,,.�.f.':.�z �i•`' .•�..-�Yi:.:.-�..«+' _ - _ __ _co. 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O U_ (n N v)W U 4-1,,---11i J I i 1 r I 1 I I {000== �5 W CCUXOUCC WOW+W-Cc OCC�¢ }t rV.-•.-•.--.--. .-• .-..--. ] CC 7 N ct W 02W('iZY V1 E Qmx2 �,,, IL I.L.U.W LL U_LL w N «.N W W--=m--Cs W ••• m CV W In Q M CDU O O 00 C7 00 0 0 . .Z f- •Z N r= 40 1- O O g z In O Z OOOOU]0►J70 CC OOV7O toO ¢�45.10�0 mJJ� - `I' �w37Wto ?N 2UIn z ZU r uxXQ$1: -•Nln Xlfl O.O.I- x G1TY p� �o6�iN s�r�vllao p P. 0. Box 1907 321 Second Avenue Fast Twin Fails, Idaho 83303-1907 Fax: (208) 736-2296 July 14, 1997 ENGBERG'S Handcrafted Furniture 2433 Rostron Circle Twin Falls, Idaho 83301 Dear Mr. Engberg: During a recent reinspection it was observed the sign discussed in a letter to you dated June 18, 1997 is still located on the north east corner of Eastland Drive South and Beryl Avenue. This sign was placed at this location without obtaining then pr permits. The City is again requesting removal of this sign until the proper permits are issued. Failure to respond by July 25, 1997 will result in this file being turned over to the City Attorney. If I can answer any questions please call me at 736-2269. Si ely, r nee V. Carraway fanning & Zoning Assistant cc: Fritz Wonderlich, City Attorney s'-Building InspecflDTDep ment� • CITY p� - �SfiR V ING P� P. O. Box 1907 321 Second Avenue East Twin Falls, Idaho 83303-1907 Fax: (208)736-2296 June 18, 1997 ENGBERG'SHandcrafted Furniture 24 33 Rostron_Circie— Tw n Falls, Idaho 8330i Dear Mr. Engberg: It has come to the attention of the City of Twin Falls you have a sign displayed on the north east corner of Eastland Drive South and Beryl Avenue advertising your. business located at 2433 Rostron Circle. Twin Falls City Code 10-9-2(M) defines this type of sign as an off-premise sign. An off-premise sign requires a special use permit and a sign permit prior to installation. As of today's date neither permit is on file for this sign. The City of Twin Falls is requesting you remove the sign until you have obtained the required permits. If I can answer any questions please call me at 736-2269 or the Building Inspection Department at 736-2238. Sincerely, R ed V. Carraway P anning & Zoning Assistant cc: Building Inspection Department