6307 36TH AVE W 2016 FUNKO Plans 2022-10-28 (2)

CODE NOTES � � 0 ALl EXIT DOORS SHALL BE OPENABLE FftOM THE INSIDE WITHOUT THE USE OF � � A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. EXCEPTION: KEY-LOCKING o HARDWARE MAY BE USED ON THE MAIN EXIT WIiEN iHE MAIN EXIT CONSISTS r , s OF A SINGLE DOOR OR PAIR OF DOORS If THERE IS A READILY VISIBLE, V �°, DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING " THIS DOOR TO � � — — — — — REMAIN UNLOCKED DURING BUSWESS HOURS." THE SIGN SHALL BE W LETTERS U �T NOT LESS THAN 1" HIGH ON A CONTRASiING BACKGROUND. IBC 1008.1.9.3 � o i � � I � � HANDLES, PULLS, LOCKSETS & �ATCHSETS SHALL 8E MOUNTED 34"MIN & 48" � .N' \ / MAX A.F.F. AND BE LEVER, PUSH OPEftAiED, OR OTHER DEVICE WNICH WILL T � PERMIT OPERA110N BY WRIST OR ARM PRESSURE. iHIS REQUIREMENT SHALL � � � I \ / I �s'-o" APPLY TO ALL DOORS. r , � i v � \ / � SPENSERST ECEPTICLESAAND OiH RIROPERABLE EQU PMEN�SHA�LSBE WITHIN � � X AT LEAST ONE OF iHE REACH RANGES SPECIFIED IN SEC. 308 & SEC. 309. J Q I / � I THE ROOR OR LANDING ON EACH SIDE OF ALL DOORS SHALL BE � � cv • , / \ SUBSTANTIALLY LEVEL OR HAVE A MAX SLOPE OF 1:48. THRESHOLDS SHALL � I �� I I o HAVE A MAX RISE OF t/2" AND VERTICAL CHANGES �1AY NOT EXCEED 1/4" � ' I � � . I o OFFICE SPACE MAX. FLAME SPREAD CLASS FOR INTERIOR OFFlCE CEILING & WALL FINISH r n � � . / � �, 32s s.F. = a oCC. SHALL BE CLASS C & CLASS B FOR HALLS. IBC TABLE 803.9 V . . . 9'-0" CLG HT � � ; � � SUSPENDED CEILING g EXISIING MECH CONFIRM DURING FRAMING STAGE iHAT ALL DOORS NEEDING TO BE PULLED � — — — — — — W ROOM OPEN HAVE AN UNOBSTRUCTED FLOOR SPACE EXiENDING A MIN. OF 18" � Q BEYOND THE SiRIKE JAMB FOR A FORWARD APPROACH. w 3 WHERE A DOOR HAS A CLOSER, CDNFIRM 12" MIN. UNOBSTRUCTED FLOOR �'-� SPACE ON iHE PUSH SIDE BEYOND iHE STRIKE JAMB. � Q ao J � ' ACCESSIBLE ROUiES OF TRAVEL & ACCESSIBLE SPACES WIiHIN BUILDINGS nI Q n � SHALL HAVE CONTINUOUS COMMON ROOR OR RAMP SURFACES. ABRUPT �'� J N ! CHANGE IN HEIGHT GREATER THAN 1/4" SHALL BE BEVELED TO 1 VERT. IN 2 O U o HORIZ. SEC 303. CHANGES IN LEVEL GREATER THAN 1/2" SHALL BE N N ACCOFAPLISHED BY MEANS OF A RAMP WITH A MAX SLOPE OF 1:12 SEC. 405 N I o �R 4�6 ---I �"� � � � J + �� .�+� EXISTING STRUCNRE x M � i4-��G C. LcD��F�. f�1� �¢ L " (ZLC(ts � '� o+' �/1 � O w � DF 4 ��kc K �n. � i �"b c. i, '� � � m o o = . . . . . . . . . . . . . ` . n . � . . . . . EMER ..� ELEC. PNLS 2x4 TOP RAIL � d d �" POST SIGNS EACH WALL FACE h AT 25'-0" AROUND PERIMEiEFt 0 10'-0" A.F.F. ELEC. RM 2c4 POSTS � 48'o/c MAX STATING:"hi15 AREA NOT TO BE USED FOR STOF2AGE� . MEZZANINIE � z 2a4 MI�-SPAN RAIL ;.�, � O i .lL`.il� f�'$� � �`L�'['�IG 'T'C^.�J �_f�5� o OOR DESIGN: NOTE: � U ,� LL�N50/%SF.E PROVIDE RAILING AROUND z 7 t-` �-"�'�."�1t-T- lt C'T % � a = 20�/S.F. ENTIRE PERIMETER OF W � � �� 3/4" T�G PLY�VD NEW ROOR/CEILING � � OFFICE SPACE UEBRIS COVER W 655 S.F. = 7 OCC. - - EXTEND PLYWD 5/8' BEYIXJD , . . . . . . . . . . . . . . . . . . 9'-0" CLG HT FLOOR JOISTS - 16"a/c - �` RIlA JOIST (TYP) O � W Sl15PEN�ED CEILING � � � (2) 1/2' THRU-BOLTS W/ Y0 WASHERS O I 31'-11 1/2" _ Y � W . , . . . . . . . . . . . . . . . , . , . . . � � U MINIMUM NAILING SCHEDULE IJAILING 1 5/8' TYPE X G.W.B. iYP = � c� N � 1. JOISTS TO SILL OR GIP.DER, TOENAIL 3-8d � � � . . . . . . . � . . . . . . . . . . . . . . a 2x6 HF �'1 SiUDS - 16"0/� J 2. BRIDGING TO JOIST, TOENAIL EACH END 2-8d a � m 0 3. SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL i6d � '6"OC � axo � 4. TOP PLATE TO STUD, END NAIL 2-16d � � Z J d- 5. STUD TO SOLE PLATE 4-8d TOENAIL OR 2-16d, END NAIL o � � 6. DOUBLE SiUDS, FACE NAIL 16d � 24" OC � 7. DOUBLE TOP PLAlE, FACE NAIL i6d � 16" OC 5-Ox3-0 PIC ExIT � � � � � ' 8. TOP PLATES, LAPS AND INIERSECTIONS, FACE NAIL 2-16d `