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HomeMy WebLinkAbout040-020-134i i 5 f I I vftc� A MIGo C JZ E�A ez � l2EA 2 /UPOkG-INT oe_OPS o_►'q4L- T 1 Fm Vrr-121(�j !-17 7,75 x(�t X c -434 A•307'. �?t.•TS �r 0 F c_-� CI _ d- -._ k N SIGN LOCATION� w12,�2 Q) PAINT I Q "Z •gam ti/",�.;*.r. .Jr'. �' HOLE SIZE ' DATE T--" 1 - ' � - ► � g 4 T Q�e137 North 83rd Avenue* Peoxia, AZ 85345 JOB NO. 9 SHT. NO. _ 9 4- I W -WAY F To Q5)O �4 J wto x tae A•307'. �?t.•TS r 1� 4 1�z 6)S¢A-307 - f3ot_TS � se .G G 014 � W 12 x''Lt• G � G x- Ft 4 UPRIC�F-�T- S� EAD�2 - T�R.S I Dr�l �vl�i�.l C,, L. 0 P G CA H C P -Z TUly s W4 G 7 LJ M N } (:, '.. '. ,r % ;� 4 a ., r E vI'rz�✓�WT k f ' `,, EA 0� I -+ i CEJ F3 6 DC7 0?"1 NCom- �' .__ bGLTS`'\c2 .. r Gp .r- ...- _ _ # - , .. .. QL,tATF02" _ (IF A. G, Q-Jd<s. S vtk ;:9oQT w�..icwaV' -rOstC?b.l ?tel PE: 2p x,2'5 TIt G" rJ 1 T 1-4 S j4_1 a r.* �Lur-1N P1 tic, CAPlSL�) Z�eT• ; COLUMttl -Tc>p's--(0t'j -Fa rz:. _ P c�.o t-t•I� kt - �I A -r L.3 4 SCJ p7 PGA 2 :- -WALKWAY NOT11---AM Mo%riots & WowimansNp Sha4 be ,,, f a q ally with Recorhed Good. Practice: and Uniform) p�cribed for thle Specified use in the Building, Plumbing & mechanical Codes ow 61e Notional eoctrjcal COldp. this set orw sNAev •: pwo MUST 11s kept i ab at all Onem and it b v* orf j to ma6 any thanes or adtenatiom On sawwkh_7 Works. Cm* of d#j6- Qepetri rrtof P 1 n10 rmly I IJ I tit t'KVt'tK I Y OF R & L VENTURES INC. PROFESSIONAL SEAL VALID ONLY WHEN FABRICATED BY THE ABOVE. ANY OTHER USE OR REPRODUCTION IS PROHIBITED WITHOUT WRITTEN AUTHORIZATION FROM R & L VENTURES INC. NOT FOR CONSTRUCTION UNLESS CHECKED AND SEALED ON THE PRINT BY REGISTERED ENGINEER. -kz��f�i°•'�w'?e�`,'*'ss,:a>,ey�`�; weo'iuea'yr y Ma-yx - _.... d' � d i+ NOTES AND SPECIFICATIONS (APPLY UNLESS OTHERWISE NOTED ON PERMIT DRAWING) CODE - 1991 UBC SEISHtG, ZONE B DESIGN WI OLOAD - 30 PSF S PG F - t.1 7 S rrvt p ti -EXP, `c: DESIGN LIVELOAD - (3' WIDE FRONT WALK - 2' WIDE REAR WALK) 20 PSF DESIGN DEADLOAD - (SIGN FACES) -- 2.5 PSF STFFi. - ROLLED SECTIONS - ASTM A-36 PIPE SECTIONS - ASTM A-53 B OR A 252 GR 2, OR API - 6LX ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED ACCORDING TO LATEST AISC SPECIFICATIONS AND STANDARD PRACTICE CONCRETE - MIN, COMPRESSIVE STRENGTH OF F'C - 3000 PSI @ 28 DAYS 050 ACF) 4' SLUMP (MAX.) (FOOTING DESIGN BASED ON 2500 PSI CONCRETE) aE1N LNfj - ASTM A-15 AND A 305 GRADE 40 DEFORMED (U.N.O.) PLACE REINFORCING PER ACI 318-89 AND CRSI STANDARDS. LAP SPLICES 30 BAR DIAMETERS. ASTM A-615 GRADE 60 DEFORMED (AS REQUIRED) WELDING RODS - ASTM A-233 E-70 SERIES LOW HYDROGEN. COMPLY WITH AMERICAN WELDING SOCIETY STANDARDS. _BOLTS AIL BOLTS TO BE 1/2- DIAMETER U,N.O. AND SHALL CONFORM TO SAE J429 GRX-DE 6. HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A 32 BEARING TYPE CONNECTIONS WHEN THREADS ARE NOT REQUIRED BY DESIGN TO BE EXCLUDED FROM THE SHEAR PLAN OR WORKING IN TENSION, INSPECTION( PRIOR TO OR DURING INSTALLATION WILL NOT BE REQUIRED. TIGHTEN BOLTS PER AISC TURN OF THE NUT METHOD (1/3 OF A TURN PAST A SNUG TIGHT CONDItION). ROUND OR SQUARE CAISSON FTG - EMBEDMENT DEPTHS FOR (FOOTINGS DO NOT APPLY TO LOCATIONS WHERE WALLS OF THE HOLE WILL NOT STAND WITHOUT SUPPLEMENTAL SUPPORT, OR WHERE UNCOMPACTED FILL OR ORGANIC FILL EXISTS. DESIGN LATERAL SOIL PRESSURE 400 N/FT 2/FT (SOIL TYPE SANDY GRAVEL) (ALLOWABLE LATERAL SOIL PRESSURE HAS A FACTOR OF 2) ALLOWABLE LATERAL $OIL PRESSURE - i/FT 2/FT - (PER UBC TABLE N29 -B) P ALLOWABLE - 200x/FT 2/FT - CLAY, SANDY CLAY P ALLOWABLE - 3001/FT 2/FT - SAND, SILTY SAND P ALLOWABLE - 400#/FT 2/FT - SANDY GRAVEL P ALLOWABLE - 5001/FT 2/FT - SEDIMENTARY ROCK EXTEND COLUMN PIPE TO BOTTOM OF FOOTING. }WOOD STRUCTURAL MEMBERS - ROUGH SAWN DOUGLAS FIR -ARCH #2 WITH FB (REPETITIVE) - 1450 PSI THE ERECTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD BEFORE ERECTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. ERECTORS SHALL NOTIFY ENGINEER IF STRUCTURE IS LOCATED NEAR BUILDINGS. THE ABOVE NOTES AND SPECIFICATIONS SHALL MEET OR EXCEED ALL STATE AND LOCAL CODE REQUIREMENTS BEFORE ERECTION, THE UNDERSIGNED ENGINEER WILL NOT SUPERVISE THE FABRICATION OR ERECTION OF THIS STRUCTURE. CUSTOMER �r 0 F c_-� CI _ d- -._ k N SIGN LOCATION� Jg/0 1TY C, /� Q) PAINT 3 1 •gam ti/",�.;*.r. .Jr'. �' HOLE SIZE ' DATE Gntui S, xnc, - ' � - ► � g 4 T Q�e137 North 83rd Avenue* Peoxia, AZ 85345 r 1� 4 1�z 6)S¢A-307 - f3ot_TS � se .G G 014 � W 12 x''Lt• G � G x- Ft 4 UPRIC�F-�T- S� EAD�2 - T�R.S I Dr�l �vl�i�.l C,, L. 0 P G CA H C P -Z TUly s W4 G 7 LJ M N } (:, '.. '. ,r % ;� 4 a ., r E vI'rz�✓�WT k f ' `,, EA 0� I -+ i CEJ F3 6 DC7 0?"1 NCom- �' .__ bGLTS`'\c2 .. r Gp .r- ...- _ _ # - , .. .. QL,tATF02" _ (IF A. G, Q-Jd<s. S vtk ;:9oQT w�..icwaV' -rOstC?b.l ?tel PE: 2p x,2'5 TIt G" rJ 1 T 1-4 S j4_1 a r.* �Lur-1N P1 tic, CAPlSL�) Z�eT• ; COLUMttl -Tc>p's--(0t'j -Fa rz:. _ P c�.o t-t•I� kt - �I A -r L.3 4 SCJ p7 PGA 2 :- -WALKWAY NOT11---AM Mo%riots & WowimansNp Sha4 be ,,, f a q ally with Recorhed Good. Practice: and Uniform) p�cribed for thle Specified use in the Building, Plumbing & mechanical Codes ow 61e Notional eoctrjcal COldp. this set orw sNAev •: pwo MUST 11s kept i ab at all Onem and it b v* orf j to ma6 any thanes or adtenatiom On sawwkh_7 Works. Cm* of d#j6- Qepetri rrtof P 1 n10 rmly I IJ I tit t'KVt'tK I Y OF R & L VENTURES INC. PROFESSIONAL SEAL VALID ONLY WHEN FABRICATED BY THE ABOVE. ANY OTHER USE OR REPRODUCTION IS PROHIBITED WITHOUT WRITTEN AUTHORIZATION FROM R & L VENTURES INC. NOT FOR CONSTRUCTION UNLESS CHECKED AND SEALED ON THE PRINT BY REGISTERED ENGINEER. -kz��f�i°•'�w'?e�`,'*'ss,:a>,ey�`�; weo'iuea'yr y Ma-yx - _.... d' � d i+ NOTES AND SPECIFICATIONS (APPLY UNLESS OTHERWISE NOTED ON PERMIT DRAWING) CODE - 1991 UBC SEISHtG, ZONE B DESIGN WI OLOAD - 30 PSF S PG F - t.1 7 S rrvt p ti -EXP, `c: DESIGN LIVELOAD - (3' WIDE FRONT WALK - 2' WIDE REAR WALK) 20 PSF DESIGN DEADLOAD - (SIGN FACES) -- 2.5 PSF STFFi. - ROLLED SECTIONS - ASTM A-36 PIPE SECTIONS - ASTM A-53 B OR A 252 GR 2, OR API - 6LX ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED ACCORDING TO LATEST AISC SPECIFICATIONS AND STANDARD PRACTICE CONCRETE - MIN, COMPRESSIVE STRENGTH OF F'C - 3000 PSI @ 28 DAYS 050 ACF) 4' SLUMP (MAX.) (FOOTING DESIGN BASED ON 2500 PSI CONCRETE) aE1N LNfj - ASTM A-15 AND A 305 GRADE 40 DEFORMED (U.N.O.) PLACE REINFORCING PER ACI 318-89 AND CRSI STANDARDS. LAP SPLICES 30 BAR DIAMETERS. ASTM A-615 GRADE 60 DEFORMED (AS REQUIRED) WELDING RODS - ASTM A-233 E-70 SERIES LOW HYDROGEN. COMPLY WITH AMERICAN WELDING SOCIETY STANDARDS. _BOLTS AIL BOLTS TO BE 1/2- DIAMETER U,N.O. AND SHALL CONFORM TO SAE J429 GRX-DE 6. HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A 32 BEARING TYPE CONNECTIONS WHEN THREADS ARE NOT REQUIRED BY DESIGN TO BE EXCLUDED FROM THE SHEAR PLAN OR WORKING IN TENSION, INSPECTION( PRIOR TO OR DURING INSTALLATION WILL NOT BE REQUIRED. TIGHTEN BOLTS PER AISC TURN OF THE NUT METHOD (1/3 OF A TURN PAST A SNUG TIGHT CONDItION). ROUND OR SQUARE CAISSON FTG - EMBEDMENT DEPTHS FOR (FOOTINGS DO NOT APPLY TO LOCATIONS WHERE WALLS OF THE HOLE WILL NOT STAND WITHOUT SUPPLEMENTAL SUPPORT, OR WHERE UNCOMPACTED FILL OR ORGANIC FILL EXISTS. DESIGN LATERAL SOIL PRESSURE 400 N/FT 2/FT (SOIL TYPE SANDY GRAVEL) (ALLOWABLE LATERAL SOIL PRESSURE HAS A FACTOR OF 2) ALLOWABLE LATERAL $OIL PRESSURE - i/FT 2/FT - (PER UBC TABLE N29 -B) P ALLOWABLE - 200x/FT 2/FT - CLAY, SANDY CLAY P ALLOWABLE - 3001/FT 2/FT - SAND, SILTY SAND P ALLOWABLE - 400#/FT 2/FT - SANDY GRAVEL P ALLOWABLE - 5001/FT 2/FT - SEDIMENTARY ROCK EXTEND COLUMN PIPE TO BOTTOM OF FOOTING. }WOOD STRUCTURAL MEMBERS - ROUGH SAWN DOUGLAS FIR -ARCH #2 WITH FB (REPETITIVE) - 1450 PSI THE ERECTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD BEFORE ERECTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. ERECTORS SHALL NOTIFY ENGINEER IF STRUCTURE IS LOCATED NEAR BUILDINGS. THE ABOVE NOTES AND SPECIFICATIONS SHALL MEET OR EXCEED ALL STATE AND LOCAL CODE REQUIREMENTS BEFORE ERECTION, THE UNDERSIGNED ENGINEER WILL NOT SUPERVISE THE FABRICATION OR ERECTION OF THIS STRUCTURE. CUSTOMER �r 0 F c_-� T E R M DT SIGN LOCATION� Jg/0 1TY C, /� PAINT DR. CH: 1 •gam ti/",�.;*.r. .Jr'. �' HOLE SIZE ' DATE Gntui S, xnc, - ' � - ► � g 4 T Q�e137 North 83rd Avenue* Peoxia, AZ 85345 JOB NO. 9 SHT. NO. _ 9 4- riL,E 109051 i C Q)V ILLI t'til7P�J32�t� i NFPA 4-6.2 SECTION � R TO PROVIDE A FIRE DEPARTMENT CONNECTION PER F $:: PIPING PLA rFIRE SPRINKLER CONTRACTONnRT44 .. EXISTING FIRE DEPARTMENT CONNECTION IS ACCEPTABLE TO BUTTE COUNTY '. V VERIFY THAT F , �: h>.... IRE DEPARTMENT (CD) All interior piping and attached appurtenances sub' aFn F _. iected tto systpn, w�.4_ � A=. A._ NOTES: 1. All materials shall be new and U.L. listed and/or F.M. approved for fire sprinkler systems 2. Provide hangers and E.Q. braces per N.F.P.A. pamphlet no. 13. �') Fr i ct tit+ Tb i ` � J k I)(5-0 -CeRM. TP4 t Z-fo \ t f W ' ,.ems' y � sr.. L.�.� .. . ..: s.�. _ ?a � ..,. ., a ., ':.� . „:x . r %.. - 1 /e a 9._ _ t • � _n .. � � + 1 k4 IYi; I kri r T r +IO •r I I � �� CT Q -TC, RAFE- TA-& I a U o�-�s q ate, q -q- n� (01 '!r 3. ASL PI ,�,, z�L"A o LA. aA E - R— 1 i GP rZ. e-LeQ Gam,ftDe'J S Cts�aP1.! !wS H A _ to .y� reMEt.4A.?EL %RA -A-,-4 4, RL.LPIt'1Mt, O sr...6t-1..E1L a_ S N A I L P.i a `='N tL E/e p A 4 L!'..,,,�r-r ,•*-� wA l.t,.�t�-�; 1 ,/�'' 5 VGlA AS At %-4F_j? KL MFS., w rrH Qt -14 Z...Z . F 1 TT 1e -A C Q)V ILLI t'til7P�J32�t� i NFPA 4-6.2 SECTION � R TO PROVIDE A FIRE DEPARTMENT CONNECTION PER F $:: PIPING PLA rFIRE SPRINKLER CONTRACTONnRT44 .. EXISTING FIRE DEPARTMENT CONNECTION IS ACCEPTABLE TO BUTTE COUNTY '. V VERIFY THAT F , �: h>.... IRE DEPARTMENT (CD) All interior piping and attached appurtenances sub' aFn F _. iected tto systpn, w�.4_ � A=. A._ NOTES: 1. All materials shall be new and U.L. listed and/or F.M. approved for fire sprinkler systems 2. Provide hangers and E.Q. braces per N.F.P.A. pamphlet no. 13. �') ' ,.ems' y � sr.. L.�.� .. . ..: s.�. _ ?a � ..,. ., a ., ':.� . „:x . r %.. - 1 /e a 9._ _ t • � _n .. � � + C Q)V ILLI t'til7P�J32�t� i NFPA 4-6.2 SECTION � R TO PROVIDE A FIRE DEPARTMENT CONNECTION PER F $:: PIPING PLA rFIRE SPRINKLER CONTRACTONnRT44 .. EXISTING FIRE DEPARTMENT CONNECTION IS ACCEPTABLE TO BUTTE COUNTY '. V VERIFY THAT F , �: h>.... IRE DEPARTMENT (CD) All interior piping and attached appurtenances sub' aFn F _. iected tto systpn, w�.4_ � A=. A._ NOTES: 1. All materials shall be new and U.L. listed and/or F.M. approved for fire sprinkler systems 2. Provide hangers and E.Q. braces per N.F.P.A. pamphlet no. 13. 3 _ 109081 1' I s ;: =, A -a �l low SET 1865 �S'.KYWA CHIC0,9 I" A. 95928 DRAWING INDEX 1865 SKYWA Y SHEET DI;SCRIPTION HILBERS INCO RPORATED—CONTRACTORS & ENGINEERS 1/1 COVER SHEET / SITE PLAN 1210 STABLERS LANE N735001 creek 1/3 FLOOR PLAN YUBA CITY, CA. 673•-2947 EXT.114 MARK HADRICK Utt� .,,_._--'" 2/3 ELEVATIONS �$� e ' ► --'"f 3/3 FOUNDATION PLAN So ©. E ELECTRICAL PLAN 'y c4 L - - _ D05-1273B3-01 '�f'� �+� �v��� �73�?� � .e'�l�C,y'�� p' SHEET �� LNG '� -ten _, .r- ... _.: •- - - -_ .. __-" - 0 01 ANCHOR 3OLT DRAWING - SHEET 1 , 127383 01A . SPECIFIC RE0=0 '--DRAWING .- _> ... D05-127383-018 ANCHOR DOLT DETAIL SHEET -- SHEET � ;. ,,.••' DOS -127383-02 CRoss SECTION ` ECL_ _ N DRAWING - DOS -127383-02A CROSS SECTION E�2EC 1100 DRAWING SHED � -- '' sEP�tc DOB -127383-02B CROSS SEMON EECTIG�f DRAWING ARY LINE N�c�°,Z,�%o' >�oP;' LlEGIEND ° �o tNEDPo DS ( � D05 -127%383-02C CROSS SE+CTiON ERECTION! t?i�tWIG D� 5N�` 3 C'� i DO S�-127383- 03 WIND SFiJ�CING�t1fi��ING _ Et�l. SHEET' �-- Sym' � gOUND FENCE P) l "� C ,.••,,• �3 V G r �gPOSAL D05 -127383-03A 1 AND E� Exis�ttJG ( F3 AE �, �'�=�'�''� RACING D `w1NtG SHEET 2 x�s�tNG 2oNE D05�-177383-030 W1ND pRACII�a a�"AiL SH MT ,E S- FL000- r '•�,.'"�� �, �,,,.•.•-•r''"" 5� CONC. '1 (� �,., MT . S EACH FIELD u�r .,,. ......,� 68,06._Q0-_.....� �tc(E) ! DOS -127383-04 ROOF SECQNDG4RY''RU NE tN p L r ` �.� .,�. WA SE"fBACK OLE r-- - • 266.8' GRAVEL 1 D05 i 2738G3 --04A ROOF SECONDARY S"Ti�UC�Tt1�' LAN SHEET t ...- ��tLtlY P o,��•.,,.N�$°4s.oX.o• ..�..--..� •• �,, �, _ PAR i "< E1I:1£i-7 2?3833-05 WALL EOONO _ DETAIL SHMT -SHEET q�p 0 ,. 104.00 ; WELL ( , , AREA O NumRAL UC'F�lRJIL EL AT1t1N +- SHE' T 4 N S,.••a2o 70' �,V J, , _ t� p 5 273830 wAl.i, S£Ct}N A ON -- SHEET •E ,�:: �: OBB DOOR D A?L .� N73° 3 40 I k r t 5. \ DRAWING SHEAT 3 5 27383 -= ~ ":,. }� , < < � _:;,. �., -�. s D05-127383-OSC WALL SECON �•- ETAL SH Mr ._..�..�..-.... caAnr uCru w N5� •• �.�o, 2r •S�osAL , �==� ' � t G s�ro 'AGE) DA � Dt�54'! 27383.050 WALL SEC�J�V1f STRU �' CATION D MT -SHEET 4 . CiiJRAL ELEVAT1C ��,,•.�• A S''} r.-•'r•r -- ANUF AcRtN ADA (E) N DETAIL SNI' t,. SNEEt` •... 660 155 \ 01 L .,, ,.,''• CYCLO E (E) ou (E) SnNG gU1L 1 " COVERED � t(MANuFACTU RAGE) pAT10 Ri£i Q g g/tb' O FFICE 04 6 �� � � K (RtpSA oo� •� ��' 2 ` �°� G� - SEP'ttC DS (E) S'IORAG FT ' ; 8 , ••,, 2000 GRAVEL \ L 1 E 0 LtNE�' 0 PON .. 1 -'s HOG ra PARKIN) APPROXt1My pF FLOOD I'�,,\•(1GH"1 . Z aF ��'V AREA � t�� giN (E) SHAVINGS pAa� »�'Y a>� L 014E IK PER FIRM A •. • + $INS (E) \ Z MAP ~� `, t j0ppAGE �� GAS ,1. PANEL " t !Q •�, \ #06Q07C4510D .14,FL000 PATI utLDt '�' (37 ' .+ , �; I PROJEC, aN -•. OCCUPANCY GROUP .AND BUILDING TYPE S2 10,000 SQ. _FTS_ - ALLOWED 18,000 SQ. FT. NO INCREASES TAKEN TYPE 3—NR W/ SPRINKLERS SEPTIC -NONE WELL -WATER Assessor Parcel Number 040-020-134-000 NOTE: ALL CONSTRUCTION & WORKMANSHIP ON THIS • PROJECT SHALL CONFORM TO THE 2001 CALIFORNIA BUILDING CODE, THE 2001 CALIFORNIA MECHANICAL CODE, THE 2001 CALIFORNIA PLUMBING CODE, THE 2001 CALIFORNIA BUILDING SECURITY CODE, THE 2001 CALIFORNIA ELECTRICAL CODE, C.E.C. TITLE 24, ALL MUNICIPAL CODES & ORDINANCES. pp0 SQ TO/ _ - APPROVED© ErMronmental tfeafth 000 rk �v o�te slr 1 P HOUSE (E) t FIRE RESERVOIR\ i � l (E) \ °o °° ,,\°. SITE PLAN "= I00" HI[LB�I2SSUNSET_PP d 1 1 I ( !1 1 A i �'► `1•' eti r-► r- e+ t -a r. t ... i . r t-. r..... ENTIRE FACILITY SHALL COMPLY WITH TO CALIFORNIA BUILDING CODE FOR ACCESSIBILITY. WHEN CONFLICTS EXIST BETWEEN THE ADA AND THE CALIFORNIA BUILDING CODE THE STANDARD THAT PROVIDES THE GREATEST DEGREE OF ACCESSIBILITY SHALL COMPLY. ACCESSIBILITY COMPLIANCE: ANY UNAUTHORIZED DEVIATIONS FROM SUCH REGULATIONS OR BUILDING STANDARDS SHALL BE RECTIFIED BY FULL COMPLIANCE WITHIN 90 DAYS AFTER DISCOVERY OF THE DEVIATION, 50�.14'W, 91.77' (PER LEGAL DESCRIPTION) SUNSET MOULDING 1856 SKYWAY CHICO, CA. 95928 .._ REVISIONS BY PC COMMENTS MFS DRAWN MIKE CHECKED"—_ DATE SCALE JOB NO. DRAWING OF SHEETS uv"r'x stv 86 0• Q C/) `�r.k �• Y"'1'Irl� i tSl 1111 111,111 It DRAWN MIKE CHECKED"—_ DATE SCALE JOB NO. DRAWING OF SHEETS o, C (DI 1�2EV151GN5 e' PLAN CHECK MF � 20'--0" _� 20'-0" � r 20'_0° 20•_0° 20"-0 24' WDE X W HGH OPEN NC W/O D= DOORS: A. Every required passage door shall have a minimum 32" clear width. B. Door hardware shall be of the lever or push type and mounted 30" to 44" above the floor. C. Regardless of the occupant load, there shall be a level floor or landing on each side of the door. The floor or landing shall not be more than t/," lower than the threshold of the doorway. Note: An exception is permitted for exterior landings, which may slope up to i/," per foot (217*) in any direction, for surface drainage. D. All hand -activated door opening hardware shall meet the following requirements: 1. Shall be centered between 30" and 44" above the floor. 2. batching and locking doors that are in a path of travel shall be operated with a single effort by lever type hardware, panic bars, push-pull actieating bars or other hardware designed to provide passage without the ability to grasp the opening hardware. 3. Locked doors shall exit in the direction of travel. E. The lower 10" of all doors shall be smooth and uninterrupted to allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. Narrow frame doors may use a 10" high smooth panel on We push side of the door. F. Where turnstiles are used to provide fully controlle3 access, such as where an admission price is charged, a door t ' or gate that is accessible to persons with dsabilities, shall be provided adjacent to or within 30'0" from each turnstile entrance or a)dt This passageway shall provide 32" clear opening and remain unlocked during business hours. G. The width of the level area, on the side to which a door (or gate) swings, sitall be as follows: 1. Extend 24" past the stnke edge of the door for exterior•applications. 2 Extend 18" past the stnke edge of the door for interior conditions. The space between -two consecutive door openings in a vestibule, serving other than a required exit stairway shall provide a minimum of 48" of clear space from am' soar opening into the vestibule when door is open 90 degrees, r Doors in series shall swing either in the same: direction or away from the space between the doors. I. Maximum effort to operate doors shall not exceed 8'/1 pounds for exterior doors and 5 pounds for interior doors. Such push or pull effort shall be apphed at right angles to hinged doors and at the center pldne for sliding doors Where fire doors are required, the maximum effort to operate the door may be increased to 15 pounds. J. The level area at floors or landings shall have a lengh at least 60" in the direction of door swing and at least 4S" in the direction opposite the door swing. K. Where a door opens into a stair of a smokeproof enclosure, the required landing need not have a length of 60". 100' X 100' STORAGE BUILDING TYPE 11I — NR. W/SPRINKLERS a tate C��u 1 001 `rw � D 24. wa X 16' NIGH OMNNG W/ DOOR 3070' 60'x60' LANC>Il+1C 100•-0" . 1/2" MAX. ` t 1/4' AT 1:2 SLOPE MAX7t. T7 COMPRESSED CARPET 1/4" MAX. BELOW FINISH FLOOR EVENTHRESHOLD,_j . T13RESHOI.D THRESHOLDS s, i 4� 60'3c60" LANOW WE 0000( 1�00004' �3 0 o No. 35005 or-, a UP. 12/31105 n :. $o00 i4 0 00000 FLOOR PLAN d a 0 im 40.4 S cis C: as tc 10 AU U Zj Oz UZ O F z� �z �E-1 w�U w z9= �x� 1 o'Yy ryl e d a 0 im 40.4 S cis C: as tc 10 AU U Zj Oz UZ O F z� �z �E-1 w�U w z9= �x�