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Home My WebLink AboutCO & DOCS - 04-00321 - Department of LaborIOF CERTIFICATE OF OCCUPANCY RL/\ uR� AMERICA'SFAMILYCOMMUNITY City of Rexburg Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359 -3020 / Fax (208) 359 -3022 Building Permit No: Applicable Edition of Code: Site Address: Use and Occupancy: Type of Construction: Design Occupant Load: Sprinkler System Required: Name and Address of Owner: Contractor: Special Conditions: Occupancy: 0400321 1133 Stocks Ave J.R.W. Associates % John Watso This Certificate, issued pursuant to the requirements of Section 109 of the International Building Code, certifies that, at the time time of issuance, this building or that portion of the building that ms inspected on the date listed vies found to be in compliance vuth the requirements of the code for the group and division of occupancy and the use for Mich the proposed occupancy Kes classified. Date C.O. Issued: January 11, (02:35P ) C.O Issued by. Building Official There shall be no further change in the e)dsting occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and approved said future changes. Water Department: Fire Depa n • —'�� State of Idaho Electrical Department (208 - 356- 4830): BUILDING PERMIT APPLIC THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT F OR AS SHOWN AND APPROVED.INTHE.ACCDM PI riON REXBURG, ID DATE Lv N O. WORK HEREIN INDICATED AND SPECIFICATIONS. OWNER >drT r �ESS +` (( PHONE t BUILDER CEILING ARCHITECT W DESIGNER STRUCTURE: W4EW ❑ REMODEL ❑ ADDITION L3 REPAIR ❑ RENEWAL ❑ FIRE DAMAGE C1 RESIDENCE ❑ COMM. n EDUCATIONAL �OV'T n ng: iraini is n CCKIrC r onnn — nwn-- FOOTINGS FOUNDATION BASEMENT FLOORS EXT. WALLS INT. WALLS CEILING ROOF HEAT INSULATED CONCRETE ❑ MASONRY ❑ OTHER NCRETE ❑ MASONRY ❑ OTHER ❑ PARTIAL ❑ FULL �W6 D CONCRETE ❑ OTHER ❑ WOOD ❑ MASONRY ❑ CONCRETE OOD ❑ MASONRY ❑ CONCRETE ❑ WOOD ❑ DRYWALL ❑ PLASTER ❑ BUILT UP. L3 WOOD SH. ❑ COMP. SH. QeAs ❑ OIL ❑ COAL �IfAL S (LING 2+TCORS ENEER ❑ METAL ❑ DRYWALL ❑ PLASTER ❑ TII�1..EE 31COUSTIC ❑ T�I�6- RITOLL ROOF. L3 FIREPLACE ❑ ELECTRIC (3 PERIMETER ❑ STUCCO ❑ TILE ❑ OPEN ❑ METAL T his permit Is Issued subject to the regulations contained in the Uniform Building Code and Zoning Regulations of Rexburg, and it is hereby agreed that the work to be done as shown in the plans and specifications will be completed in accordance with the regulations pertaining and applicable thereto: The issuance of the permit does not waive restrictive covenants. REMARKS: DEPARTMENT OF BUILDING & ZONING VALUE FEE PAID ❑ CASH APPLICANT El CHECK BUILDING DATE ADDRESS INSPECTOR WHITE - Owner's Copy CANARY - Building Department's Copy PINK - Assessor's Copy GOLDENROD - Inspector APPLICATION FOR BUILDING PERMIT CITY OF REXBURG, IDAHO Date of Application Permit No. Mailing Address A V F City /State/Zip Telephone/F=Mobile 1 PROJECT INFORMATION Property Zone: Is existing use compatible with zoning, (screening parking, etc) Y � S When was this building last occupied -09' ? Architect/ Engineer Firm /� aGl - Tr%�Plan Name 1 ATM �/�T O F LA Bo Y2 Sub Lot Block Circle One Residential Commercial Educational Governor Remodel Other Circle One New House Addition/Remodel to House ew Commercial ommercial Remodel Circle One Basemen one/ Finished / Unfinished Other: None/ Patio/ Carport/ Awning N/A Lot Square Footage Z 17 �j O Lot Width �✓ h , X 77 Main Level Square Feet 7 p O Upstairs Square Feet Basement Square Feet Garage Square Feet Number of Storie Height of Building I (g � What will structure be used for: Home N \ Home Business Apartment Commercial Other /y V lri � M�'J � �i E Will there be an apartment? d If so, how many units Total Estimated Building Valu� v A& You in a flood plain 0 Signature of Applicant Code Building Permit Fees Zone Plan Check Fees Building Type Plumbing Permit Fees Commercial Building Plumbing bid Digging Permit Fees Commercial Building HVAC bid Water & Sewer Fees Commercial Building Square footage Front Footage Fee (Parks, Fire, and Police) Impact Fees TOTAL $ Signature of Inspector , Issued by DEPARTMENT APPROVAL CITY OF REXBURG Lot A7 Bik. PLICATION FOR PLUMBING PERMIT � FEES Plumbing Permit .................... $ Tel. �� ? G? J Sewer Inspection .................... $ Add. �C4w?`� jG�f �v Inspection of Pipe ................... $ PLUMBER p Inspection of Fixtures ................. Name Add Tel. $ NATURE OF INSTALLATION TOTAL $ Use Rough Plumbing ['/' Septic Tank i Fixtures Q Water Piping Complete V Sewer DESCRIPTION OF WORK Bath Tubs ['/' Urinal i Showers Q Sink Trap Laundry Trays V Water Heater Wash Basin Other Toilet] Slop Sinks Kitchen Sinks j Floor Drain frj Drinking Fountains ' Lawn Sprinklers Water Softeners Dish Washing Mach. Q Clothes Washer Received: Date By INSPECTOR'S RECORD N W S INSP. NAME Rough Plumbing Sewer Other Finish Plumbing L SUBCONTRACTOR LIST Excavation & Earthwork: Concrete: Masonry:_ 4 '--° Roofing. - i Insulation: I Drywall: G CS Painting:: Floor Coverings: Plumbing: X Heating: Electrical: � �� Roof Trusses: Floor / Ceiling Joists: Cabinets: — - 3 Siding /Exterior Trim: Other: 0 R AUG 3 0 2004 0 CITY OF REXBURG r — i i ( { SPECIAL CONSTRUCTION (Manufacturer or Supplier) Fd ` U �2-.4�n September 20, 2004 City of Rexburg PO Box 280 Rexburg, Idaho 83440 Attn: Val Christensen Re: Department of Labor Dear Val, Please find enclosed the review response for the above mentioned project along with a revised set of drawings. If you have any questions please feel free to call. ery truly yours, Johnny R. Watson 0400321 llepartment of Labor 1152 Bond Avenue Qualifications certified By: RMMIG, IDAHO (208) 359 -2309 N.C.A.R.B. Fax 359 2271 NATIONAL COUNCIL OF ARCHITECTURAL REGISTRATION BOARDS ARCHITECTU ENGINEERING - CONSTRUCTION MANAQrEMENT DEPARTMENT OF LABOR PLAN REVIEW RESPONSE ► All plumbing services shall be tested and inspected prior to covering. ► All piping shall be installed according to the UPC. ► Roof drains are required. See attached drawing A -6. ► All drainage piping shall be tested and inspected in accordance to the UPC. ► There is no attic in this building. Masonry shall be flashed at the bottom and shall have weep holes. Also, the veneer shall be fastened in accordance to IBC Section 1405.6. See revised drawing A -3. ► Finish floor elevation is 1.15' above street gutter flow line. ► Acknowledged, site plan will be revised. ► See attached drawing A -1 for revised Women's Restroom. ► Doors 13 and 18 shall have panic hardware. ► See drawing S -2 for draft stops. Wall and ceiling finishes shall meet requirements of IBC Section 803. ► See attached drawing A -1 for hold downs. ► See attached drawing M - 1 and Drawing A -5 for mechanical plans. ► See attached sheet E -1. ► See attached sheet E -1. ► Crawl space shall be vented mechanically. ► See attached drawing A -1 for fire extinguisher locations. ► Acknowledged. 06/14/04 MON 14:27 FAX 801 298 1132 T S S E CALCULATIONS for JOB SERVICE BUILDING Rexburg, Idaho Owner JRW & Associates Architect JRW & Associates Structural Engineer Tanner Smith Barfuss & Associates, inc. Structural Engineers June 2004 444 JRW U002 Ub /14/U4 AWN 14:LS FAA 801 298 1132 T S S E % � - DESIGN SUMMARY -JOB SERVICE BUILDING 444 JRW 1, ROOF SHEATHING SHALL BE 19/32" A.P.A. RATED WOOD STRUCTURAL PANELS, EXPOSURE 1, WITH MINIMUM SPAN INDEX OF 40/20. APPLY WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. TWO SPAN MINrWUM. ALL EDGES ARE NOT BLOCKED. ATTACH TO SUPPORTS WITH 10d COMMON NAILS: 6" Q.C. AT ALL SUPPORTED PANEL EDGES, DRAG STRUTS, BOUNDARIES, AND /OR SHEAR WALLS, 12" O.C. IN THE FIELD. 2. FLOOR SHEATHING SHALL BE 3/4" T & G A.P.A. RATED WOOD STRUCTURAL PANELS, EXPOSURE 1, WITH MINIMUM SPAN INDEX OF 40/20. APPLY WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. TWO SPAN MINIMUM ALL EDGES ARE NOT BLOCKED. ATTACH TO SUPPORTS WITH 10d COMMON NAILS: 6" O.C. AT ALL SUPPORTED PANEL EDGES, DRAG STRUTS, BOUNDARIES, AND /OR SHEAR WALLS, 12" O.C. IN THE FIELD. 3. WALL SHEATHING SHALL BE 15/32" A.P.A. RATED WOOD STRUCTURAL PANELS, EXPOSURE 1, WITH MINIMUM SPAN INDEX OF 32/16. ALL PANEL EDGES BLOCKED. ATTACH TO SUPPORTS WITH 10d COMMON NAILS: WALL AT PANEL EDGES FIELD AND SHEAR WALLS W - 1 (LONG WALLS) 6 O.C. 12" O.C. W -2 (SHORT WALLS 4 Q.C. 12" O.C. 4. ROOF JOISTS SHALL BE 34 " -46" TAPERED TJS OPEN WEB WOOD JOISTS AT 24" O.C. 5. FLOOR JOISTS SHALL BE 16" L65 TJI AT 19.2" O.C. 6. EXTERIOR LONG WALLS SHALL BE (2) 2X6 AT 24' O.C. ALIGNED WITH THE ROOF JOISTS AND (1) 2X6 AT 24" O.C. BETWEEN. EXTERIOR SHORT WALLS SHALL BE (1) 2X6 AT 16" O.C. INTERIOR WALLS IN CRAWL SPACE SHALL BE 2X6 AT 19.2" O.C. THE SILL AND STUDS IN THE CRAWLSPACE NEED TO BE TREATED MATERIAL. THE SILL IN THE EXTERIOR WALLS SHALL ALSO BE TREATED. USE DOUG FIR #2 OR BETTER, TYPICAL. 7. EXTERIOR FOOTINGS AT LONG WALLS SHALL BE 2' -0" WIDE. REINFORCE WITH (2) #4 LENGTHWISE. EXTERIOR FOOTINGS AT SHORT WALLS SHALL BE 2' - 0 " WIDE. REINFORCE WITH (2) #4 LENGTHWISE. INTERIOR FOOTINGS SHALL BE 1' - 6 " WIDE. REINFORCE WITH (2) #4 LENGTHWISE. PROVIDE SPOT FOOTINGS IN EACH OF FOUR CORNERS, USE 3' -6" SQUARE FOOTING, REINFORCE WITH (4) #5 EACH WAY. PROVIDE A MINIMUM OF 42" FROST DEPTH, TYPICAL. THE FINISHED GRADE BELOW THE BUILDING SHALL BE TO THE TOP OF THE FOOTINGS. 2 00.3 i/14/04 RON 14:28 FAX 801 298 1132 T S S E 4�4 JRW 8. FOUNDATION WALLS SHALL BE 10" WIDE. REINFORCE WITH #4 AT 16" O.C. VERTICAL AND #5 AT 14" O.C. HORIZONTAL. PROVIDE (2) #5 HORIZONTAL TOP AND BOTTOM OF WALL. 9. HOLD DOWNS SHALL BE AS FOLLOWS: AT FOUR CORNERS (1) HD -8A EACH AT NORTH WALL (1) HD -5A EACH SIDE OF FIVE WINDOWS AT SOUTH WALL (1) HD -2A EACH SIDE OF MAN DOOR PROVIDE DOUBLE 2X AT EACH HOLD DOWN AND EDGE NAIL SHEATHING TO SAME DOUBLE 2X. 10. CORNERS NEED TO BE CONSTRUCTED SO THAT THE SHEATHING FROM EACH WALL EDGE NAILS TO THE SAME COMMON MEMBER. 11 . EDGE NAIL ROOF SHEATHING TO ALL EXTERIOR SHEAR WALLS. lij 004 UU/UZ/U4 WED 14:3U YAX bUl 298 1132 TANNER SMITH BARFUSS & ASSOCIATES STRUCTURAL ENGINEERS 442 North M In Street Ti o Bountiful, Utah 84010 Phone 801 29S-8795 P ax M13 298 - 1 132 BIA --mall tsbaOQrcw.net T S S E 444 JRW "M M.M.MNO �_ , M. OATF LOCATION EWAKM [in 004 PACE OF ............... ............ ............... ......... .............. . ............... ....... ............... ................. ........................... ............................... ....... .............. . ...... .. . ................ ................ ......... ............ ....... ................ 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . ............... ............ ... ... ... ... ........... .......... ....... ............ ....... ...... . . . . . . . . . . . . . . . . . . . . . . zo ... ............. ............... ...................... ........ .................... ....... ................................ ....... . ........................................................................ ........... ........... ...... ........ ............. ........... - p ............... ............................... ............................... ....... ....... ...... ......... :. .. . ............... ................ . .... : .................... ........ . . . . . . . . . ........... ............. ........... ....... .... ...... ...... ...... .............. ............. ....... ...... ....... ..... .......... .................. ...... ......... t u ......... ...... .... . ..... ....... .......... ...... .......... ............... ....... ....... ............ .... ............ ................ ....... r4 ............... ... .... . z ............. p . .... ...... ...................... ...... .................. ............................... ............... ...... .............. ....... ............ ... ........ ............... ............... .......... ................. ........ ....... .......... ......... .............. .............................................. .............................. ............. ...... .... ...... 7 ..... . ...... W,� .......... ... ... ... ........ ............... ....... ... ....... ........ ............... ........... ....... ....... ....... ....... ............... ............... ......... .......................................... ........ . ... . .. ............................. ....... ....... ....... ...... ........... . ....... 1,4001 r ... ............. ....... ... ..... ....... ........... ...... .. .... c ........... ............... ...... .......... t . . . A V ........... ............... ....... ............... .......... ................. ............................... ....... ........ ......... ......... .......... ...... ............... ........................ ....... ....... ...... ................. ...... ........ ...... ............. ....... ............... ....... ......... 06/02/04 WED 14:31 FAX 801 298 1132 T S S E -*44 JRW 10005 TANNER SMrrH WFUSS do ASSOCIATES STRUCTURAL ENGINEERS T 442 North Moln Street Bountiful, i3 64010 Phone (B01) 298 -8795 Fox (401) 299 - 1132 E —mall tsba®aroa.net PROJECT PROJECT f PAGE OAtE LOCATM I EWGINEER Of .......... c : . :� :.. , '` . J.1 �! - .:...:.. ......:...:.. ..: .. . . . . . . . . . . . .,...... .:... . . . . . . . . . . ........... . ... ..... .. ........ fir. °. .•> .''z..... ... , . .i... ...�...... ..... ...... . :.......... ......:... ..... ........ ........ �a . . : tee. W ..... ..... ... '"= .......................... . ..p. ...... .......... ........................ .. .... ..= ...... :. . .. . . . ... . . ........ .... .... TSSE Stud Walls wip e, e f C cr c tr C r �P CA r 'rJ P! 00 0 r c� 00 r r w N H m trJ y y y C DRS 6/2/Q4 Stud Walls per 1997 NDS.xls TSSE Stud Walls STUD WALLS PER 1997 NDS Revised: 10 -13 -03 1 611104 Project. ID: Load Lateral Load w�* Axial Load P Height spacing Duration Cd A Limit U 2x6 DF#2 - - -... .: . _ ? . : ` :i ; =ti. ; ► psf pff ft inch fdFc fb/P6 fcperp/Pc Combined A =.... Lis Unity ' -; ` 0 15 �'f` 9b a w , ,x ` ., A FL in. Assumptions: Wall fully braced in plane (sheathed) le/d chk D chk� Maximum Loading wmax= Pmax= Prnax- a ng - parat Iy Se e 65.47 psf 6,591.83 pif 10,31250 plf Fcperp Uniform Distributed M t i L z$ r,- tNStaitH Loading pinned.pinned for bending (uniform Loading) rvisua raded KbE not req'd 8 for saVM lumber Axial Bending Repetitive Si2e/MaCi Fe Fb E Fe peril b d A S I Cf Cf Cr psi psi ksf psi inch inch In "2 in S in "4 2x6 DF #2 13501 900 16001 6251 1.50 5.50 8.25 7.56 20.80 1.10 1.30 1.00 Ke= le (col} I le/d Le=2.06Lu u Rb K.- ..... i KcE FcE FCFJFc CL= CL c = CP fc Rc fb Fb d w PI M plf ibs per stud IdWft per stud inch psi psi psi psi inch 10.00 1595.00 0.30 186.00 33.82 30.60 0.30 419.70 0.21 1.00 020 193.33 399.50 47653 1560.00 0.390 0� � C Q C u r. D � c f- N cc a F- n r= U. U. y y y DRS 6/1/04 Stud Walls per 1997 NDS.xls o TSSE Stud Walls STUD WALLS PER 1997 NDS Revised: 10 -13-03 1 1 612104 � -C. ISei'PLi: t }7{ t ' i . +j �•••'rCUiiL��v��u + .vLr c5£.iiTn6al.^T .... � u�:l'LTGL'�L"u`.i� *ai ~�Jt�isV� project: Pro j ID. , Assumptions: Lateral Load w psf Unity + c Wall fully braced in plane (sheathed) Axial Load Pplf Height M ft fc/PC fb/Pb . - le/d chk- A chk= Uniform Distributed Loading Pinned.pi spacing Load Duration Cd Limit 1-1 inch � fcperp1Pc Combined A. U# I g."11 ,' '` 1 j 'µ Maximum Loading - Separately wmax= 32.74 psf Prnax= 3,295.92 plf f .. t �- «,'8 for visually graded KbE not req'd for sawn lumber 2x6 DF #2 W Pmax= 5,156.25 plf Fcperp Axial Bending Repetitive SIzelMat'I Fc Fb E Fc perp b d A S 1 Cf Cfl Cr psi psi ksl psi Inch Inch in"2 in" 3 in "4 2x6 DF#2 1350 900 1600 625 1.50 5.50 8.25 7.56 20.80 1.10 1.30 1.00 w P M Ke- le (coq le /d Le= 2.06Lu Rb py Kce= KcE FcE FcE/Fc CL= i CL c - = CP fc Pc fb Pb A plf ibs per stud Idp`ft per stud I inch psi psi psi psi inch 20.00 140.00 0.60 186.00 33.82 30.60 0.30 419.70 0.21 1.00 0.20 16.97 399.50 953.06 1560.00 0.781 Tot V � 0 P. ti C r 7 a 0 t to x r c: r.: U l� y y y x DRS 6/2/04 Stud Walls per 1997 NDS.As ac TSSE Stud Walls STUD WALLS PER 1997 NDS Revised: 10 -13 -03 6/1!04 4 �. Project Assumptions: Lateral Load w t Axial Load P #1 psf plf fc/Pc Unity ii' _' " ""��L Wall fully braced in plane (sheathed) le /d chk C7 I Uniform Distributed Loading Height � j � �� ' - ; y � , : _. '� spacing ft inch fb/Pb *Viii' z r' r� f _. � yI:MM. ��; E 0 � 4? • aTr � t : pinned.pinned _ .. fcperp/F'c= for bending (uniform loading) Load Duration Cdv -4� O Limit U Combined Maximum Loading - Separately i[ r visually graded . 6 -- L/# s # Mlar- Prrrex+� 59.47 psf 5,683.61 wKbE not req'd for lumber ,_ ? pNr f..- :8 sawn 2x6 DF #2 PmaXr- 5;15625 plf Fcperp Axial Bending Repetitive 8ize/Marl Fc Fb El Fc perp b d A S I I Cfj Cfj Cr psi psi ksi psi inch inch inA2 MA3 In-4 2x6 DF #2 1 1350 9001 1600 625 1.50 5.501 825 7.56 20.80 1.101 1.301 1.00 Kew Le- 2.061-u Kce- CL-1 c . w w P MI le (col) le /d I Rb KcE I FcE FcE/Fcl CL CP I fel Pc fb Pb A pif Ibs per stud klp'R per stud inch I I I I psi psi psi psi inch 20.00 3190.00 0.33 138.00 25.09 26.36 0.30 762.44 0.391 1.00F 0.35 386.67 688.92 524.63 1560A0 0.237 0 rn 0 N 0 I F-' IP w !A 0 ry 00 r w H l� z zi DRS 6/1/04 Stud Walls per 1997 NDS.xls 19 0 0 TSSE Stud Wafts STUD WALLS PER 1997 NDS Revised: 10 -13-03 612/04 Prole �ht _ , ID ' ,F= 4' - . t"�s ?:c ' �:�'� U.wix.i..i ...'+ �u':L.:i +L'3,`. +��•` -,+' . TUfi C, .. � ."''- ',��,'� i•- Fa rt• 4 qttrr a rcr%z� 3. Assumptions: Lateral Load w _ � Y/; psf Unity le/d chkfKI I e chk Maximum Loading - Separately wmax= 24.55 psf Pmax= 2,471.94 pif Wall My braced in plane (sheathed) Axial Load P pif spacing . .. Inch Load Duration Cd. -h . - * � 'f5�„ A Limi t U - r� fdF c fcperpt C Combined A= U# _ *'i" �A =7 ' _! , �-� -'� * t a�r�; tk . k �:. - �� is ` , m `:`- Uniform Distributed Loading 9 _ pinned.pinned i . -. - •_ for bending (uniform loading) 2 : �� vis u a lly graded 1 �.,- +_ KhF not req'd K.8 for sawn lumber 2X6 iF #2 Pmax= 3,867.19 pif Fcperp Axial Bending Repetitive Size/MaYI Fc Fb E Fc perp b d A 8 1 Cf Cf Cr psil psi ksi psi inch inch 1 in 1 2 in "3 in"4 2x6 DF #2 1350 900 1600 625 1.50 5.50 8.25 7.56 20.80 1.10 1.30 1.00 w P Ke= Le=2 V i .— MWE M le (eoq le/d Rb Kce= f KcE I FcE FeEfFc CL= CL c = CP fe F'e fb Pb A pif Ibs per stud kip'ft per stud inch psi psi psi psi inch 26.67 186.67 0.80 186.00 33.82 30.60 0.30 419.70 021 1.00 0.20 22.63 399.50 1270.74 1560.00 1.041 0 e- Lcp `'` -- DRS 6/2/04 Stud Walls per 1997 NDS.As TSSE Stud Walls STUD WALLS PER 1997 NDS Revised: 10 -13-03 1 1 612104 Project: ID: ��z�� a -. " +. Ott .. -. +i+=+1•�z+ .>*r .�.., •ixt'ti t t+ 4 , ��ti �o.�: � -•�'- • i`a Si3r, ,��.•��'. "' Assumptions: Lateral load w *" * +- >L psf Unity K - Separately 30.47 3,638.17 Wall fully braced in plane (sheathed) Load Axial Load P1:. Height spacing Duration Cd A Limit L/ - "- p - : - -- � � ; :; - *iapi:•• "y*sp '. " Of ft inch fc/Fc fblFbbEiJli1 fcperp/Fc Combined A= U# � .�� 5 .�' *p ;?+tom" ...t .. °�'_ ;;�� = `3Kr ;'1�'*`s . leld chkmcri:iFL A chk Maximum Loading wmax= Pmax= psf plf Uniform Distributed - . _ -: f " Eorvisually Load!ng pinned.pinned for bending (uniform loading) graded KbE not req'd .8 for sawn lumber 2x6 DF#2 Pmax= 3,222.66 pif Fcperp Axial Banding Repetitive Slze/Mat'I Fc Fb E Fc perp b d A S 1 Cf Cf Cr psi psi ksl psi Inch inch in "2 I 3 in"4 2x6 DF #2 1350 900 1600 625 1.50 5.50 8.25 7.56 20.60 1.10 1.30 1.00 w P M1 Ke= i - ��,.._,:E - * le (COO le/d Le=2.06Lu v i - Rb Kee.- �- µ 'CU r KcEl FcE FcEIFc CL= CLI c = i" CpJ is Fc fb F'b A pif Ibs per stud klp`ft per stud inch I I psi psi psi psi inch 0.02 ., 3264.00 0.00 132.00 24.00 25.76 0.30 833.33 0.56 1.001 0.48 395.64 705.58 0.36 1170.00 0.000 0 rn 0 I r w a� '11 ao 0 r ca ao r w H t�1 DRS 6/2!04 Stud Walls per 1997 NDS.As r r TSSE Wood Column Design DRS 612104 Columns per 1997 NDS.xis IWOOD COLUMN DE IGN I i JR"S.d 10MM3 - I PER NOS 1997 6nI04 PROJE k- -7 60 - PROBLE Section Properties X-X Y L LG. gTiTr.r feet ln. Column Le column 36,00 36.00 Inch Mps Sx- 7.56 2.06 in.^3 Zip E column Leld 6.55 24.00 Vd ratio Mx= =80112S I= 20.80 1.55 in,^4 , 44 A. beam Luld 6.55 24.00 ratio. beam Le beam 74.16 63.18 inch Ma)dmum Loading-Soarately beam Le*d 407.88 94.77 In b inch Actual Stresses Pmar- 5.88 Idps beam Rb 13.46 1.77 slenderness factor d ........ - inch ................ fc 1 0.40 1 ksi Pma)r- 5.16 ldps_Pcpe!p_ Lttx . . . . . . . . . . . . . . . . . . . . fast fb 0.021 O.D61ksi Wwnax- 0.64 kip Beam Factor Fbe- 3,87 224.20 ksi L X. fed Mymar 0.18 kip*A Column Factor Fee= 11.20 0.83 ksi Chart Allowable Stresses Fb _q7qT44 ksi DF#2 Q9 Adjusted Allowable Stresses FbX' 1.035 ksi Final Allowable Stresses F We 1.017 tai . . . . . . . . . . . . PA Fc-parp rffifiM W 0.625 FW 1.035 w Fby 1.035 kst Fo : ly Iw 1-35 Fc*_parp 0,625 ksl F 0.625 ksi perp D. 1 d E RIN" p,- 1600 F e` 1.553 ks] Fe 0.712 ksi BB= (i+Fbe/F*byl.9 114.54 intermediate value E 160D.DO ksl IT 160400 ksi CC-(I+Fce/F*o)/2e 5.14 0.96 Intermediate value Ka budding rNDS pgl Cv or CLx 0.98 CL (bending) 0.98 1.00 beam factor e 0.8 forvisuallyg raded l um bar Ov or CI y 1.00 CP (c22)pnsion) 0.971 0.46 column factor 0.85 for round ti mber i lls I I lamin ar Data- 0.000 0.007 Inch 22 " 4/ EI Koe f: WA D.3 lbrvisually graded l 0.510-0.839'Cove L1# 73944 5,500. U# 0.384 for machine evaluated lumber 0.300 berxJi - R uniform load) 0.418 for products with CoVe< I Eff. Length for members (Deflection calculatonAssumes; Kbe WA 0.439 visually raded lumber 0.745-1.225*COVe 1.1 one bad with lateral support - for 0.561 for machine evaluated lumber 1.68 two loads with lateral supports Unity cove<=O. 11 ----0.439 1.54 three loads with lateral supports Effective Length mem 2.06 a 1.80 0 1.68 four loads with lateral supports 2.06 D 1.73 five loads with lateral supports fby/Fby Length 1.63 3 1.371 3 1.63 - 3 1.78 six loads with lateral supports fcdFcp rime perp -M- -E factors 1.63 3 1.371 3 1.84 1.84 seven loads with lateral supports 0 , NDS pg 17 uniform load w/o one pont load w/o all other lateral support lateral sup ADJUSTMENTS see below 00 NIA load duration factor N/A 0.9*1.0*1.16*1.25*1.33*1.60 NDS pg 9 factor Cr NIA " 'WA N/A I.Q 1.15 for visually graded, 1,04 for engineered NIA SUPP pg 25 31 34 37 44 47 53 OR C chartNDS 1.1.090552321 M = r CF flat use factor NIA WA VA Ichart NDS SUPP pq 25 31 37 44 47 53 Cm F Ct chart NDS SUPP pg 25 31 37 44 47 53 N wet service factor temperature factor chart volume factor. 91b CV WA DS SUPP 47 53 Incising factor 1�i IM7 chart NDS 11 11 0 curvature factor. 1b Cc ? _ .. D� N NA I NIA equation Cc=1 -2000*(t/R) NDS pg 34 WA form factor C1 "U NIA WA NIA IchartNDS pg 10 Round andD famond shrear s tress factor 'h N/A WA WA A _IN/A w I WA } fflffi trusses only NDS Fa 50 W A .:R/A Ichart NDS pgl 0 I - - buckling stiffness factor CT 1 N/A 1WA N/A lbearing are factor Cb NI coefficient of variation Cv NIA IWA chart NDS 161 R25 Visually graded - 2 0.1 1 Machine eval uated DRS 612104 Columns per 1997 NDS.xis 06/02/04 WED 14:39 FAX 801 298 1132 TSSE IBC 2000 SIMPLIFIED WIND DESIGN one (2a) = 10 Simplified Wind Design T S S E 444 JRW tO 013 LONGITUDINAL LLEVA'nON Revised 10-Apr-02 PROJECT DEPT. OF LABOR 02- Jun -04 PROBLEM v l ind Desi n Loads r the ai Wi d Fort Sy IBC 2000 (section 1609.6) Note: Check 1609.6.1 or limitatio Simplified Method ADDlles Basic Wind Speed = 95 mph : 3 second gust speed Exposure m C Load Combination Multiplier ( . 1.3 1.3 Building Category = 1 (Table 1604.5: 2000 IBC) Eave Height = 161t Mean Roof Height= 16 it Least horizontal Dimension - so It Roof Angle = 0 degrees Hurricane Prone Region 7 N X * Co. Importance F ctor m = 1.29 ... .. f 1 (ASCE 7 Table 6.1) Edge Strip (a) = End Z 5 Load Direction E cone I interior Wail Roof w Roof 1E I 4E 1 1 1 4 .4 ii11 /11� :,. �NM'tAMOWOOy011AM APPUCA'noN OF MAW WWOFORCE•RE3IS`nNO SYSTEM (NWFR9) LOADS FOR SIMPLE DIAPHRAGM 9UILOWOS JWC Wind IBC20005implified xis TRANSVERSE ELEVATION 06/02/04 WED 14:39 FAX 801 298 1132 Maporamaxom - REXBURG New search USA M d _ re `s`s,s_'t_a fl_o_n_,' _p &'interest: Postcode: I D State: ID . .. City: (mandatory) F Display style: Normal ,I, Itineraries Drive Me From Drive Me To Maporama map data is provided by: R 4, 1 Of T S S E 444 JRW 19014 Page 1 of I rr . . . . . . . . . ....... . . . . . . . . )mpany Solutions Products Services I Technology Custom. @ JF gn N tporama: a Store and retrieve E g= M§N 0 Personalise your map &, Exp( Legend Map to 111 4999th U 10� By Et Lool 7. 71 Hotel W. i r Y t. 7: Hotel 0 it Hotel A j - A g., At ii�i"V 101 N�" 7, 0"! A-1 "i; Hotel tit t57` A VAW by Click on the map to: MUM () Recenter (j) Recenter & Zoom in () Move the target Information L Lat 43* 51'2", -111' 46 • Contact - Copyrights • NewsLetter • Whitepaper kk EU:+33 (0)l 44 84 10 00 rij M01 Ud /UZ /U4 WEI) 14:42 r'AA 5Ul ZH8 1132 '1 5 5 E 444 JRW to 015 DEPT LABOR MCE Ground Motion - Conterminous 48 States Latitude =43.8512, Longitude= - 111.7762 Data are based on the 0.10 deg grid set Period SA (sec) (%g) 0.2 050.7 Map Value, Soil Factor of 1.0 1.0 016.6 Map Value, Soil Factor of 1.0 SDCategory Seismic Design Category - IBC 2003 = ASCE 7 1 1 1 1 06/02/04 Revised 2 -11 -04 1 1 Seismic Design Category Project DEPT. LABOR Fa Problem OVERALL Fv pg 351 SDS g 0.167,0.33,0. SS 507 g map SDI g 0.067,0.133,0 S1 0.166 g map Sa g pg297 Design Procedure E (E,S Equivalent, Simplified, or Modal T see Site Class D (A,B,C,D,E,F) D uno IE pg 354 -355 Seismic Use Group 1 (1,2,3,4) pg 4 and 96 Find QE QE =V g R 6.5 pg 133 Find Rho p == Omega 3 pg 133 Cd 4 pg 133 Find E E E/1.4 Base Shear Bldg. Height Hn 16 ft Horiz mho *Qe g Coeff Ct 0.02 coeff pg 147 1 Vert =0.2 *SDS *D g x 0.75 Coeff pg 147 =0 for Foundation Design w /Allowa Dead Load I D i kips ASCE 7 Find Em Regular Y Horiz = Omega *Qe g ME 9 5 Story max Y Vert =0.2 *SDS *D Area I =0 for Foundation Design w /Allowa Level sq. ft. Diaphragm Ratio Level Rho A9 100 r8 0.000 p8 0.000 A8 100 r7 0.000 p7 0.000 A7 100 r6 0.000 p6 0.000 A6 100 r5 0.000 p5 0.000 A5 100 r4 0.000 p4 0.000 A4 100 r3 0.000 p3 0.000 A3 100 r2 0.000 p2 0.000 A2 1001 rl 1.000 PI 0.000 ABC rho =1.0 1.000 DEF rho =1.0 to 15 1.000 pmax 0.000 Page a 0 0 ' o 0 d r �e 00 0 r N 00 r N W N H y y y � I UU /02/U4 WED 14:43 FAX 8U1 298 1132 T S S E 444 JRW 19017 TANNER SMITH BARFUSS do ASSOCIATES STRUCTURAL ENGINEERS 442 North Main Street T Bountiful, Utah 84010 Phone BOB 98 - 8745 i:ax 401; 298 -1132 E —mail taba0aroa.net PROECf PROJECT + P ACE: DATE LOCATM ENCINEFft OF ... ,.•`.e�• t•lE...1. ...•- �' .............. .........................., :.......:.,........... ...:...:...... .:... . . . . . . . . . . . . .��. -... Q . ... , .............. : . :.....:.................. ;�. 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Utah 84 Pho ne 801 298 -8795 795 BA Fox 801; 298 -1132 E —moif tsba®ares.nat PRWECI ARCHff= 4 JRW 16 019 PRQIECT f PAGE DATE LOCATION ENGINEER Op cz YYYYIIII � �' ... -:... ...............:...... . . . . . . . . . . . . . . . . . . . . . . . ......... .............................. �(. ......... . .......... .......... .. ` .. . . ....... X tx010 N o 'n .., Z z ___° g a qrT�� U-. 0 r !� tm = � 4010 7 0 �O 0 Gb O A .+NV On � 1 9 fn Plan Checklist for the 2003 International Building Code Name of Project: cl/ F f Q j; � Z� 1v USE AND OCCUPANCY 1. Classification as per Sections 302.1 & 303 thru 312 -7 o GC 4 2. Identify if mixed occupancy exists. Yes or No If no then skip #3 belo . 3. Incidental use areas see Table 302.1 1 Accessory Space (10% or under) Nonseparated Mixed Occupancy a er Section 302.3.1 Separated Mixed Occupancy as r Table 302.3.2 Identify on plans Fire Barrier Walls and/or Horizontal Assemblies includi the rating 4. If Assembly Occupancy ex' s, is it 750 sq. ft. or less as per Section 303.1 or less than 50 occupants as per Section 303.1.1 X 5. Covered Malls, see Section 402. Atriu se S ction 404. Underground Buildings see Section 405. Motor Vehicle Occupancies, see Secti 4 6. -2 Occupancies see Section 407. I -3 Occupancies see Section 408. Motion Picture Proj i oo see Section 409. Stages and Platforms see section 410. Special Amusement Bui gs ee c ion 411. Aircraft Related Occupancies see Section 412. Combustible Storage s e ec o 3. Hazardous Materials see Section 414. H- Occupancies see Section 415. Appl' atio of Flammable Finishes see Section 416. Drying Rooms see Section 417. Organic Coatings see Section 418. HEIGHT AND AREA 1. Area, First Floor s• `1s 7 , Second Floor , Third Floor 2. Area meets re . ements as per Table 503. (Basements need not be included as per Section 503.1.1) Yes No 3. Height meets requirements as per Table 503. Yes - No 4. Buildings on same Lot? Yes No X If no then skip #5 below. 5. Regulated as Separator Regulated as one Building as per Section 503.1.3 6. Height modified as per Section 504. Yes No If yes , sprinklers are required. 7. Area modified as per Section 506. Yes No If yes use the area provided below to calculate increase. Total Area Allowed after Increase 1 ,) IA Area Shown on Plans 8. Zero Lot Line Buildings see Sec 'on 705. For Mezzanines see Section 505. Unlimited Area Buildings see Section 507. F of- TYPES OF CONSTRUCTION AND FIRE RESISTANCE. 1. Identify the Type of Construction as per Section 602 2. Check allowable material for Type I and II buildi as per Section 603 J� 3. Table 601 - Identify Building Element Ratings 4. Table 602 - Identify the Fire Resistance Ratings o Exterior Walls 5. Check Openings in Exterior Walls for compliance with Table 704.8.(If sprinklered, see Section 704.8. 1) X/ 6. Projections meet requirements of Section 704.2 )( 7. Check for window vertical exposure from roof below as per Section 704.10 8. Check that Parapets are not required as per Section 704.11 '*4 9. Are Firewalls used or required? Yes No K If no, skip #10 below. 10. Check Firew lls fo Structural Stability Fire Resistance Rating as per Table 705.4 Made of No com stible Materials(except Type V) Horizontal Continuity Vertical Continuity ection to Exterior Walls as per Section 705.5.1 Extend to Horizontal Vy c i>Elements as per Section 705.5.2 Openings (no windows) as per Section 70 Check that Penetrations meet requirements of Section 712 Ducts and Air Trans r Openings in Firewall meet requirements of Section 705.11. 11. Are Fire Barriers used or required? (as required by table 302.3.2) Yes No If no skip #12 below. 12. Check Fire Barriers for structural stability as per Section 706.4.4 Openings limited to 25% of wall. Ma imum opening size of 120 sq. ft. (unless sprinklered) Check that Penetrations meet a requirements of Section 712. Ducts and Air Transfer Openings meet the requirements of Section 712 and 716. 13. Are Shaft Enclosures used or required? Yes No � no then skip #14 below. 14. Shaft Enclosures meet the requirements of Section 707 15. Are Fire Partitions used or required? Yes No If no then skip #16 below. J 16. Check Fire Partitions for Structural Stability and Continuity as per Section 708.4 "Jk Dwelling units that are sprinklered are allowed '/2 hr. separations versus 1 hr. C ck that Penetrations meet the requirements of Section 712. Ducts and Ai ansfer Openings meet the requirements of Section 712 and 716. 17. Fire Rated Ceiling Panels meet requirements as per Section 711.3.1.4 18. All Penetration in Fire Resistive Walls and Horizontal Assemblies meet the requirements of Section 712.& 19. Fire Resistive Joint Systems meet the requirements of Section 713.0- 20. Doors and Shutters in Fire Re 'stive Assemblies meet the requirements of Table 715.3.- 21. Fire Doors are Self Closing. 22. Fire Windows or Glazing conform to Section 715.4 an Table 715.4.1- 23. Fire and Smoke Dampers conform with Section 716. 24. Fire Blocking and Draft Stopping is provided as per Pection 717 NO (Draft Stopping is not required at partition line in dwelling units with combined space of less than 3000 Sq. Ft and not required if in sprinklered building with sprinklered concealed spaces) 25. Wall and Ceiling Finishes meet the requirements * Table 803.5 and Section 803. P 4 0V 26. Floor Finish meets requirements of Section 804. FIRE PROTECTION SYSTEM 1. Is a Fire Protection System required for this building in order to meet area, height etc. requirements? Yes No X If no skip #2 below. 1l 2. List the type of system that is required 3. Other requirements requiring Fire Prot tion Systems (check if needed): Group A (As per Section 903.2.1) /V / Group E (As per Section 903.2.2) Group F -I (As per Section 903.2.3) Group H (As per Section 903.2.4) Group I (As per Section 903.2.5) Group M (As per Section 903.2.6) Group R (As per Section 903.2.7) Group S -1 (As per Section 903.2.8) Group S -2 (As per Section 903.2.9) All Buildings except R -3 and U (As per Section 903.2.10) APAV Ducts conveying Hazardous Exhausts (As per Section 903.2.12 Commercial Cooking Operations (As per Section 903.2.12.2) As per Table 903.2.1 4. If Sprinklers needed as identified in #3 list type of system required. 5. If Sprinkles required by any of the above, Are Monitors and Alarms provided as per Section 903.4 ? 6. If an Altematiyq ikutomatic Fire Extinguishing System is identified, does I meet the requirements of Section 904? 7. Are Fire Alarms required as per Sections 907 or 908? Yes No if no then skip #8 below. 8. Do Alarms meet the requirements listed in Sections 907 or 908? JA 9. Is smoke control r quired ?(as per Sections 402, 404, 405 or 410) Yes No XC If yes, see Sections 909. 10. H Occupancies may require smoke and heat vents as per Sections 415.6 and 410.--,�V/A MEANS OF EGRESS 1. Minimum height of 7'as per Section 1003.2. X 2. Any protruding objects meet the requirements of Section 1003.3. �C 3. The occupant load shown on plans.,&O 4. The occupant load as per calculated by Table 1004.1.2. 5. Occupant load posted in every assembly occupancy as per Section 1004.3.E 6. Egress width is identified on plans. 7. Egress width meets requirements as calculated per Table 1005.1. 8. Multiple means of egress sized so that the loss of any one me Zs of egress shall not reduce the available egress capacity to less than 50% of total required. 9. Door encroachment does not reduce the required egress width to less than 50% required._ 10. Means of egress is illuminated as per Section 1006. N0 , T 16b 11. Illumination emergency power is shown for means of egress as per Section 1006.3. We v 12. An enclosed exit stairway is shown. Yes No if no, skip #13, #14 and #15 Pe ow. 13. Enclosed stairway has an area of refuge(as per Section 1007.6) or is sprinklered.� 14. Area of refuge has 2 -way communications, instructions and is identified as per Sections 1007.6.3, 1007.6.4 and 1007.6.5. rl A 15. Door clear widths are a minimum of 32 ". Except as allowed by exception of Section 1008.1.1. )C' 16. Doors swing in the direction of travel where serving 50 or more persons or in a H occupancy. 17. Specialty doors meet the requirements of 1008.1.3. X 18. All egress doors have a landing on both sides as per Sections 1008.1.4 and 1008.1.5 19. Thresholds are identified as a maximum of 1 /2" high, for swing doors and 3 /4 " for sliding doors as per Section 1008.1.6. x 20. Space between two doors is less than 48 "(except R2 &R3 non Type A units). k 21. Locks and latches meet requirements of 1008.1.8. k 22. Panic hardware is shown at required locations (Section 1008.1.9). Wd V 23. Does a stairway exist. Yes No x If no, skip #24 thru #28. 24. Stairway doors do not open over stairs.-/ 25. Stairways are p minimum of 44" wide(except where occupant load is 50 or less or as per Section 1009.1).�1- 26. Maximum riser is 7 inches and minimum tread is 11 inches.��- 27. A landing is provided at the top and bottom of each s irway. �- 28. Maximum vertical rise without a landing is 12'. - �/, 29. Handrails are identified that meet the requirements of Section 1009.11. /!� 30. Handrails return to wall, etc. or are continuous to next stair handrails �- 31. Elevation change of over 1/20 is designed as a ramp as per Section 1010 32. Exit signs are identified when over 2 doors are required for exitin ._"1 33. Exit signs are spaced no more than 100' apart or to the door. 34.42" guardrails are shown whenever a walking surface is over 30" above grade. 35. Any roof mechanical equipment within 10' from edge has a guardrail shown. 36. Egress does not pass through intervening spaces unless the space is accessory to the area served and the intervening space is not hazardous. 37. If multiple tenant spaces exist, egress from any one does not pass through another. 38. Length of egress travel does not surpass requirements as per Section 1013.3. X 39. Required egress aisle adjacent to tables shall comply with Section 1013.4.2. VC 40. Spaces with one means of egress meet the following maximum occupancy loads: a. Occupancy A,B,E,F,M & U - 50 occ. b. Occupancy H -1, H -2, & H -3 - 3 occ. C. Occupancy H -4, H -5, I -1, I -3, I -4, & R- 10 occ. d. Occupancy S - 30 occ. 41. Where two or more exits are required, they are a minimum of %2 the diagonal distance of the space served apart or where the space is served by an automatic sprinkler system, the distance is 1/3. 42. If boiler or furnace rooms over 500 sq. ft. with btus over 400,000, two exits are provided. 43. Refrigeration machinery rooms and refrigerated rooms ver 1000 sq. ft. have two exits._ 44. Stage means of egress comply with Section 1014.6. 45. Exit Access travel distance meets requirements of Table 1015.1. k 46. Exterior exit balconies constructed in accordance with Section 1015.1 have 100' added to their travel distance. 47. Corridors are rated as per Table 1016.1. X 48. Corridor widths meet requirements of Section 1016.2. 49. Corridor dead ends are less tan 20' or 50' for sprinklered occupancies B and F. 50. Corridor not used as plenum unless in a tenant space of less than 1000 sq. ft. 51. The minimum number of exits for occupant load meets the following: 1 -500 requires 2 exits 5 01 -1000 requires 3 exits More than 1000 requires 4 exits 52. Buildings with one exit meet the requirements of Section and Table 1018.2. / 53. Interior stairwells required as a means of egress me t the requirements of Section 1019.p 54. Space under stairs is identified as 1 -hour rated. 55. Exterior ramps or stairs are open on ne side and have a minimum of 35 sq. ft. of open space not less than 42" above any floor level. 56. Exterior ramps and stairways are protected from the inside of building as per Section 1022.6. 57. Exterior balconies, stairways and ramps are over 10' fro 1 t lines and other buildings on the to 58. Egress courts meet the requirements of Section 1023.5 59. Assembly occupancies meet the requirements of Section 1024.��' 60. Window egress or better is provided in every sleeping room and any habitable basement./ /A ACCESSIBLITY 1. An accessible route connects all accessible buildings, accessible facilities, accessible elements, accessible spaces and the public right -of- way(except as excepted by Section 1104)._)Vp'j-'ev 2. In addition to the required accessible entrances, 50% of all public entrances are accessible. X 3. Accessible parking is provided as per Table 1106.1. 4. 10% of hospital out patient parking is accessible and 20% of rehab or physical therapy. 5. Van spaces are provided.(one out of six and any portion) -CV 6. Accessible parking is provided on shortest route from accessible parking to the accessible building entrance._ 7. Group I occupancies meet accessibility requirements as set forth in Section 1107.5.�i4 8. Group R -1 occupancies meet the requirements of Section 1107.6 and Table 1107.6.1.1._,QlP - 9. Where 4 or more apartment units, one level town homes or condos are located in one structure, all units are designe s Type B units as per ICC /ANSI 117.1 unless on a upper level without elevator service. 10. Where more than 20 apartment unit, one level town homes or condos are located in a project, 2% but not less than one are designed as Type A units as per ICC /ANSI 117.1. 11. Wheelchair spaces (and companion seat per Section 1108.2.5) are provided in Assembly Occupancies as per Table 1108.2.2.1 12. Assistive listening systems are provided in Assembly occup cies where audible communications are integral to the use of the space 13. Any Assembly occupancy performance area has an accessible route as per Section 1108.2.8. 14. Any dining area in an Assembly Occupancy is fully accessible 15. Self service storage facilities shall provide accessible spaces as per ection 1108.3. AIA 16. Toilet and bathing facilities are accessible(unless in a private office)as per ection 09.2.,tUJ 17. Unisex toilets and bathing rooms are supplied as per Section 1109.2.1 11 18. Where sinks are provided, 5 %, but not less than 1 is accessible. 19. Where a kitchen or kitchenette is provided, it is accessible(unless in Type B dwellin 20. Storage cabinets, lockers, etc. one of each type is accessible as per Section 1109.8 INTERIOR ENVIROMENT AND ENERGY CONSERVATION 1. Attic ventilation exists that is 11150 of the floor space or 1/300 with vapor barrier. 2. 50% of the attic ventilation is 3 ft. above eaves. vTg 3. Crawl space ventilation complies with Section 1203.3. 4. Natural ventilation (windows, doors, louvers etc.) is a minimum of 4% of floor space. X 5. Interior spaces that do not have openings directly to outside meet requirements of Section 1203.4.1. 6. Bathrooms containing bathtubs, showers or spas are mechanically vented.A 7. Natural or Artificial light is provided that meets the requiregients of Section 1205. 8. Courts shall meet the requirements of Section 1206 . 3 . -- Y-IA - 9. Dwellings party walls and floors meet the requirements of Section 1207. 10. All habitable rooms shall be a minimum of 7' wide, and a minimum of 70 sq. ft. in area. 11. Dwelling units(except Section 1208.4 efficient units) have one habitable room of 120 sq. ft. ?A 12. All ceilings are a minimum of 7'6" with no more than 1/3 at 7'0 ". )<' 13. Attics and crawl spaces have access openings as per Section 1209 14. An energy review has been submitted that meets the requirements of the International Energy conservation code.J� EXTERIOR WALLS AND ROOFS 1. Exterior Wall Vapor retarder provided unless another approved means to avoid condensation and leakage has been provided. 2. Water resistant barrier shown on sheathing as per Section 1402.2. 3. Masonry veneer is flashed at bottom and has weep holes. � 4. Masonry veneer shall be mechanically attached as per Section 1405.5. 1 40 7'eP 5. Stone Veneer is anchored as per Section 1405.6. 7 _ Q 92 6. Sidings shall be applied as per Section 1405. X 7. Fire separation distance for combustible veneers(siding) meet that of Table 1406.2.1.2. 8. Balconies that protrude shall meet the requirement of Table 601 for floors 9. Metal Composite Materials(MCM) shall meet the requirements of Section 1407. 10. Roof coverings meet the requirements of Table 1505.1. X 11. Double underla ent is provided in asphalt roofs with minimum slope of 2:12 up to and including a 4:12 slope. _M� 12. An ice dam membrane (one continuous sheet or two sheet cemented together) f r all asphalt roofs is provided from the roof edge to 24" inside of the insi a of the exterior wall. 13. Drip edge metal is provided along all roof edge. PJlh 14. Metal roofs meet the requirements of Section 1507.4. 15. Built -up roofs meet the requirements of Section 1507.10. 16. Single Ply Plastic Roofing meet requirements of Section 15 7.12 d 1507.13 17. All other roofing types meet the requirements of Section 1507. STRUCTURAL DESIGN AND SPECIAL INSPECTIONS 1. Structural Use Group (as per Table 1604.5) 2. Structural documents for light frame wood buildings as per chapter 23 include floor roof and live loads, ound snow load, basic wind speed, wind exposure, seismic design category and site class. 3. All plans except as described in #1 above shall include the following: a. Floor live load including any reductions. b. Roof live load as per Section 1607.11. 9 C. Roof Snow load, including the flat roof snow load, the snow exposure factor, the snow load importance factor and the thermal factor. X d. Wind design data, including basic wind speed, wind importance factor with building category, wind exposure, applicable internal pressure coefficient and the design wind pressure used for the design of components and cladding. e. Earthquake design data including seismic importance factor, seismic use group, mapped spectral response accelerations, site class, spectral response coefficients, seismic design category, basic seismic - force - resisting systems, design base shear, seismic response coefficients, response modification factors and the an sis procedure used. X 4. Flood zone is identified(if in flood zone see Section 1603.1.6) 5. Design of floor live loads in access of 501bs per sq. ft. also identify that signs must be posted. 6. Structural design calculations meeting the requirements of chapter 16 have been provided 7. Architec ral, mechanical and electrical components meet the seismic requirements of Section 1621 8. Where special fabrication (usually steel) is performed off sight, the fabricator has provided a certificate of compliance as per Section 1704.2. A- 9. Special inspections are identified for welding. 10. Special inspections are identified for high strength bolting. 11. Special in ctions are identified for concrete construction except as excl ded by Section 1704 12. Special inspection are identified for masonry as per Section 1704.5. 13. Special inspections are identified for fills greater than 12" deep where load is applied. 14. Special inspections are identified for all pier and pile foundations. 15. Special inspections are identified for sprayed on fire resistance applica ions._4 16. Special inspections are identified for smoke control systems. 17. Quality assurance plan for seismic resistance is provided (ex for design light frame as per chapter 2308 or reinforced masonry less than 25 feet high) 18. Special inspections are provided for seismic force resisting systems. 19. Strucp1ral observations as per Section 1709 are identified for structures in Seismic Use Groups II or III. SOILS AND FOUNDATIONS &.44awt 20 qv /h / // 1. Allowable soil foundation bearing pressure (as per Table 1804.2) 2. Soil investigation meets the requirements of Section 1802.2. 3. Grading is a minimum of 2% for concrete or asphalt surfaces or 5 fo natural surfaces. 4. Information provided as per Section 1803.5 for any structural fill. N�,2 5. Footings (except for 1 story category 1 buildings no bigger than 400 sq. ft.) are 36" below grade for frost protection. X 6. Buildings on or adjacent to greater than 3/1 slopes meet requirements of Section 1805.3 7. Top of foundation is a minimum of 12" above the adjacent street gutter (unless a drainage path is identified and approved by the building official). L1 ICE V 8. Footings designed so that the allowable bearing capacity of the soil is not exceeded. �O 9. Foundation meets the requirements of Section 1805.5 (including tables 1805.5). k 10. Except for Group R and U occupancies of light framed constructs n of seismic design D and less than 3 stories in hieght, concrete is a minimum of 3000 p.s.i.. �/�' 11. Retaining walls are designed with a lateral sliding and overturning factor of safety of 1.5.PJ,4- 12. Foundation drainage system or water - proofing (Section 1807.3) is provided where water table warrants. 13. Damproofing shown under slabs as per Section 1807.2.1. 14. Damproofing shown for foundation walls. x 15. Minimum of 4" of gravel is shown under all slabs. 16. Foundation d in is installed (except in well - drained gravel areas) as per Section 1807.4.2 and 1807.4.3.p 17. Piles meet requirements of Section 1808, 1809, 1810 and 1811. 1 q 18. Piers are a minimum of 2' wide and meet requirements of 1808.2.23. and 1812.` CONCRETE and MASONRY 1. Construction documents show compressive strength of concrete, strength or grade of reinforcement and the size and location of reinforcement. X 2. Structures assigned to Seismic Design Category D contain a statement identifying if slab -on -grade is designed as a structural diaphragm.-( 3. Concrete exposed to freezing weather has air entrainment as per Table 1904.2.1 and meets the requirements of Section 1904.2.2 and Tables 1904.2.2(1) and 1904.2.2(2). le AA/� 4. Masonry shear walls are provided in both directions so that their cumulative dimension in each /CIA direction is a minimum of 0.4 times the long length of the building (as per Section 2109.2.1.2). 5. Floor and roof diaphragm width to lengtq gatios for masonry buildings meet Table 2109.2.1.3.(Empirical Design Only) 6. Masonry wall l�_tgr 1 support is identifie in engineering documents or empirically by Table 2109.4.1. ` I/ //V 7. Masonry thickness of bearing walls for one story is a minimum of 6" and 8" for two story buildings as per Section 2109.5.2 8. Masonry foundation walls meet all of the requirements of Section 2109.5.6._I—VI