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�— - - -------- ------�------------ ---------------- ------------------------------ ------------ --------
<br /> ------------ � �— —�
<br /> �
<br /> � � �o ; : m � , �: ; FLOOR PLAN KEYED NOTES
<br /> i � Z � - � � JANITOR 119 i
<br /> ; DESIGN AND DIS LAY o 0 0 0 ° � WOMENS � �07 i
<br /> � � VE � OO NEW STRUCTURAL SHEER WALL AT COLUMN LINE
<br /> 2 60"W x 36" D x 60"H PROPANE STORAGE CAGE (BY OTHERS)
<br /> � � 110 SSIST. ROI� ; BREAK ROOM z j 106 � / f 115 SQFT i �
<br /> i � � . CE _ . � o i� 221 SQFT ���'�� 106 � � � � „
<br /> I , ,; � �4 �pg � � O � ; � 3 6 DIAMETER CONCRETE FILLED STEEL PIPE BOLLARD TYPICAL AT SIDES AND REAR OF BUILDING-REFER TO DETAIL 3/A504
<br /> 0 0 , O
<br /> i 118 223 SQFT TRAINING 115 � � °� � � i
<br /> I . � ; � �4 SQF 383 SQFT { ` �07 � � O4 ELECTRICAL PANELS-SEE ELECTRICAL DRAWINGS.
<br /> � �
<br /> i 110 f �3O SQFT � � . O O D I SIGN I O5 COLUMN,TYPICAL- PAINT PER DETAIL 1/A800
<br /> � 244 SQFT , ,�l , . . . . . . o o � o
<br /> �_
<br /> &N I
<br /> � I o ' 115 114 109 ,� ° ° i 1 a 7 �� i � NOT USED
<br /> ` : �� i
<br /> � � t � i ' �
<br /> � � ' �` CORRIDOR � ° � �o� �o� � 117 30 SQFT � �
<br /> z � � I �N I O CONCRETE PAD AT EXTERIOR DOORS S A K E R E I N D E R 5 M A
<br /> � o � _ O � � � A R C H I T E C T
<br /> � 1 1 0 1 1 1 � � � 0 i �
<br /> ;
<br /> �
<br /> ; � � � g GAS METER-SEE CIVIL AND PLUMBING
<br /> �. ,
<br /> � ? 113 �,_ � _ _ _ �, � �o MENS C RRIDOR 1 � I 5450 E. High Street, su�te 200
<br /> _. .�. �. � _ � 1 • . � � I Og 42"HIGH HANDRAIL-SEE DETAIL 2lA504 Scottsdole, Arizona 85054
<br /> � � '� � �05 ` ��5 '� �08 DATA � p: 480.515.5123 f: 602.513.7193
<br /> � I �� �I CASH ROOM� VAULT I � m- � ��� � �� i �o RAMPs-RE: civi�
<br /> � I � . ' �. �. � � 112 � 1 223 SQFT ` :j � 116 ,� i O w w w.s r a 3 s o.c o m
<br /> � , � � i � � 113 \ � � � � � 11 EXISTING SES. RE: ELECTRICAL
<br /> � ' ' � 70 FT � �2 � 70 SQFT E, � 116 64 SQFT � �
<br /> � � MONITOR � _ _ _ _ � 12 DOMESTIC AND FIRE RISERS- RE: CIVIL &PLUMBING FOR UTILITY ROUTING. PROVIDE DETECTOR CHECK VALVES PER LOCAL
<br /> •;.
<br /> , � � --�— � � L - �- - - - - - -y - - � � t �
<br /> ,) ,� ,� � �, I UTILITY REQUIREMENTS. COORDINATE SIAMESE AND PIV LOCATIONS WITH LOCAL FIRE DEPARTMENT.
<br /> I --- ---- - - --
<br /> ,.,.
<br /> '„ ,-,;,��
<br /> ,,, ,,,,,,.; ,� ., w.�, , .� .,,
<br /> � �� ,���, � ' �.:��� �� �; � ;�, „ ,e.. ,w �� �� �; . I 11273
<br /> � \ 105'-4 1/4" � � ��� ����� �� � ��� � �I� � �-��� � I 13 FLUSH CURB CONDITION-RE: CIVIL REGISTERED
<br /> ,
<br /> � I ARCHITECT
<br /> � —————— ———————————————— ———— ——J� ��———— ————————————————�1 14 6"THICK REINFORCED CUSTOMER LOAD-OUT SLAB- RE: CIVIL FOR SLAB EDGE CONDITIONS AND REINFORCEMENT.
<br /> � � ` ----- -------------------�— ---� . . _
<br /> ') 4 — - - - - - - - - - - - - - - — - - �5 6" REINFORCED CONCRETE TRUCK WELL SLAB- RE: CIVIL FOR SLAB EDGE COND�TIONS AND REINFORCEMENT. v S WASHING ON
<br /> 1/A501 +�
<br /> C F 1 1/A502 1iA503 16 6" REINFORCED CONCRETE SLAB AT FRONT SIDEWALK APRON v � �tb
<br /> �J �
<br /> �� COMPACTOR CHUTE AND CONTAINER BY FLOOR AND DECOR VENDOR. COORDINATE ELECTRICAL REQUIREMENTS . �
<br /> 2 ENLARGED 01 "ICE FLOOR PLAN �$ FUTURE TENANT DEMISING WALL NJ.C.
<br /> SCALE: 3/16 - 1 -0 4/A301 NORTH O
<br /> A C F J M 0 Q S V W X
<br /> 19 8" REINFORCED COMPACTOR SLAB. RE: CIVIL FOR SLOPE,AND FOR SLAB EDGE CONDITIONS,AND REINFORCEMENT.
<br /> 330'-0" 20 6" REINFORCED CONCRETE SLAB-SEE CIVIL FOR REINFORCEMENT
<br /> �9 40'-0" 43'-6" 43'-6" 44'-0" i i 37'-2" 37'-2" 51'-8" 33'-0'
<br /> ii 14'-0" 2� FIRE RATED DEMISING WALL- SEE DETAIL 4/A700.
<br /> �� p
<br /> EXISTING SES ii � EXISTING FIRE 22 8' HIGH CHAIN LINK ENCLOSURE WITH VINYL SLATS AT OUTDOOR SLAB STORAGE ,�
<br /> I I I �i I I I I � SPRINKLER o U
<br /> 11 � ( I �� I I � I EQUIPMENT �n 23 INFILL WITH SPLIT FACE CMU VENEER (TO MATCH EXISTING)-AT WALL OPENINGS. RE: STRUCTURAL. �
<br /> �
<br /> ii �2 24 PROPOSED NEW LOAD BEARING COLUMN.
<br /> ii
<br /> � EXISTING PANELS O O ii O O 25 FIRE RATED DEMISING WALL-4/A700
<br /> � AND EQU MENT ii 26 MINIMUM- PLYWOOD TO 8'-0"A.F.F ON INTERIOR FACE.
<br /> COORDINA 4 i FU URE ENA T i i �; i i FUTURE TENANT i i � _ EXISTING _ � 4��
<br /> i
<br /> TEMS TO RE i G OSS i ;; ,8 i i GROSS LEASE i i SEWER
<br /> ,
<br /> ��
<br /> LANDLORD, AND A� �� AREA
<br /> CONSULTANTS �� ZO OOO S. F.
<br /> 16 — NEW STRUCTURAL SHEER WALL _ _ _ _ _ _ _ _ _ _ii _ _ _ _ _ ' _ _ _ _ _ _ _ � _ _ _ �
<br /> AT COLUMN LINE I I I �i I I I I �
<br /> �
<br /> „ FLOOR PLAN GENERAL NOT�S + N.�
<br /> XIS � I I I I� I I I I
<br /> � „ �� �
<br /> � ii 1. CURING AND HARDENER- SEE SPECIFICATIONS FOR CURING PROCEDURE AND MATERIALS � ��
<br /> XIS i� X�S _ REQUIRED FOR CURING AND HARDENING OF INTERIOR AND EXTERIOR CONCRETE SLABS °� N
<br /> � 1/A101 rn � �
<br /> ii � � - RE: STRUCTURAL.
<br /> .----- �---- ------- ---------------------------� ii 23 � � � ���
<br /> o ' 2. CONCRETE SLAB JOINTS- SEE STRUCTURAL DRAWINGS FOR TYPICAL �� ��� s
<br /> �
<br /> � 4 � I � I I I I 26 CONCRETE SLAB JOINT LOCATIONS, REINFORCING AND DETAILS FOR THE FOLLOWING: � , ���&�
<br /> ' I - I 2 5 4 �O 2 A. ENTRY VESTI BULE ���o�
<br /> I . ' I � � ��
<br /> �� e ^� a o 6 -� �� � s
<br /> � 7 � � � .. .. o • � � B. TRUCK WELL- RE: STRUCTURAL �� ' ����
<br /> �
<br /> ch I � � I � C. SIDEWALK- RE: STRUCTURAL ' � "s�
<br /> o �a� m
<br /> G�. , :.:�� .
<br /> � . , 23 F -� �
<br /> � ., � _
<br /> 40'-2" I I � � I � � ' " I 3. MISCELLANEOUS WOOD BLOCKING- G.C. SHALL PROVIDE ALL NECESSARY F.R.T.WOOD . , �� �� �a
<br /> E ( 2 4-8 I I I � 2 6 B L O C K I N G O R M E T A L F.R.T. S T U D B L O C K I N G F O R A L L W A L L S U P P O R T E D D E V I C E S, I.E. U �� ' ';��� �
<br /> "' � I �j'���j / � "�` � � 3(A402 ACCESSORIES, PANELS, EQUIPMENT ETC PER THE DEVICE MANUFACTURER'S � � v„ • � �o
<br /> � .1���' ������'������� ��`�L—��-0�_�������a������� ������� I I I I +J :ro� �p
<br /> 14 — — — — — — — — — — — — — — — — — — — — — — — — — — — — 0 RECOMMENDATIONS. U �� �a s �D
<br /> � ��a� �
<br /> PROPOSED GAS LINE _ 5 3 4. BUILDING SERVICES AND EQUIPMENT UTILITY DROPS-THE LOCATIONS
<br /> 26 OF ALL UTILITY DROPS INCLUDING FIRE, ELECTRICAL, PLUMBING ETC. MUST BE WITHIN 18"
<br /> $ 23 OF OF DOOR OPENINGS ON PERIMETER WALLS INSIDE THE BUILDING. NO LOCATIONS OF
<br /> I ( ( ( I � I 2/A403 T�O, UTILITY DROPS WILL BE ACCEPTED OUTSIDE OF THESE AREAS BEFORE RACK SYSTEM
<br /> �; 0 INSTALLATION.
<br /> EXISTING _ EXTENSION I I I I I I I
<br /> DOMESTIC OF 5. EXTERIOR AND INTERIOR PIPE BOLLARDS TO HAVE RED COVERS. POLYPROPYLENE
<br /> � WATER SERVICE DOMESTIC COVERS BY- IDEAL SHIELD.
<br /> � WATER
<br /> SERVICE _
<br /> �
<br /> I I I I I I I � �-
<br /> � �2 �
<br /> I I I I I I I � M
<br /> o FIRERI ER FLOOR PLAN LEGEND
<br /> � ' 118
<br /> M o
<br /> _ 0 32 SQ T
<br /> 11 0 —
<br /> � 0 FULL HEIGHT WALL-SEE SHEET A700 FOR }—
<br /> �" �2O 12� I I I I I I I PARTITION TYPE �
<br /> " ► i i TOTAL � 2/A601 i i i �
<br /> LOW WALL-SEE SHEET A700 FOR PARTITION TYPE
<br /> 0 11�-5�� FLOOR & DECOR �,�' J
<br /> C° 2/A402 ERIFY WITH
<br /> : � TYP. ST RE PLANNING GROSS LEASE ' •� �
<br /> � O DOOR DESIGNATION- SEE SHEET A800 � �
<br /> �
<br /> � Q i i 20 i AREA i � i Q i i Q
<br /> O i i i 77 550 S.F. i i `� i i N � �
<br /> ��3O � #X PARTITION TYPE-SEE SHEET A700 Q
<br /> � ' ��./
<br /> � N
<br /> _ � � �
<br /> - ° P-X WALL FINISH (PAINT) W �
<br /> � 1/A601 �
<br /> � � M � �
<br /> — — � — — — — � — — — — � — — — � — — — — � — — — — — —� — — O w �
<br /> $ I Z I I I I � � � TILE WALL FINISH (TILE) �
<br /> C� NOTE: �
<br /> _ — REFERENCE SPECIFICATIONS � l
<br /> � z SECTION 03 35 00 "POLISHED v W
<br /> � � Q CONCRETE" FOR DESIGN MIX 2/A403 W ..
<br /> �
<br /> FRP WALL FINISH-(FRP) Q w �
<br /> � �' � w o
<br /> > o O � �
<br /> � w
<br /> _ I � I I I ( I I TILE FLOOR FINISH-PORCELAIN TILE O N �
<br /> � 0 � � � � ( � �
<br /> � 2/A403 O V O Q �.L..�
<br /> N � � >
<br /> CONC FLOOR FINtSH-POLISHED CONCRETE '�
<br /> L L� � W
<br /> a
<br /> � � ► � � � �
<br /> 2/A402 VB VINYL BASE
<br /> � � � � � � � Q o
<br /> 5 — — — — �
<br /> — — —
<br /> — — —
<br /> — — — —
<br /> — — — — — — — — — — — — — TYP.
<br /> — — — — — — — — � M- N ACROVYN 4000
<br /> � DRILL DIAMETERS
<br /> TYP. O WALL CONDITION SPECIFIED FASTENER C/S PART
<br /> I I I I I I I WALL RETAINER NUMBER
<br /> 4J I O I O I � I O � STEEL STUD/GYPSUM WALL #6 X 1 5/8" BUGLE HEAD SHEET METAL SCREW N/A 1/8" 90H079002
<br /> WOOD STUD/GYPSUM WALL
<br /> � CONCRETE/CONCRETE BLOCK AF-6 PLASTIC ANCHOR 1�4„ 9�32„ 90H039004 �
<br /> �- - ------ ----_ 2/A504 —�---------------- 2/A303 —� #10X11/2" PHILLIPSPANHEADSMS 90H189002 Y Q
<br /> � 0 � � � I I I I I I
<br /> CONCRETE/CONCRETE BLOCK 1/8" BLIND RIVET 90H111002
<br /> � i � i I I I I I N/A 5l32° date:
<br /> � 3/A403 O � � 3 � _ END CAP ATTACHMENT #8 SAE FLAT WASHER STEEL PLATED 90H010003 1/5/18
<br /> i 103 � � � s � 1/A900 � I S ("'
<br /> i i i i •
<br /> 2 - -y - - � � - - �- - - - � - - - - - - - - — - - - - �------_�--- —��-----��----- _ -� - - 102 sue o FORPERMIT
<br /> �i
<br /> I I I I CEILING
<br /> I 23 I � 5 I � 5 � ^_ 2/A302 I t"BVISIOt1
<br /> � ——�—— � � no. date:
<br /> � -------------------- ----- -------, .
<br /> � I 23 3 23 1 1 � 3 I � � � ------ � � � � • � 102J � G.W.B. � 3/8° Q
<br /> � � � � � � � � L /L � �J 24 j � o (BY OTHERS) [9.5mm] 1 CITY COMMENTS 3-09-18
<br /> � 03C 03B � 5 � 24 I STEELSTUD
<br /> I 1 1 a 24 ��2 � " � X�S I cwtR 24 i g X�S � �- -. (� �l (BY OTHERS) � . Q — —
<br /> �
<br /> I o ( I � � o . � '.. 1; 116mm
<br /> _.. _ ._ , . _,.,,.. . , .,. . �,_,� . . ,.. .. . . 6.4mm CAP � � — —
<br /> 1 .
<br /> 1/4"[ ) Q
<br /> � — — i � ` � � . . ._ ,...,,w.� , �.,< �..l REGRIND TOP&
<br /> J� �, R�#MP N • I 24 `_� RETAINER
<br /> —— TOP& BOTTOM
<br /> � 17 ��3 � � �.,,.o-�..,� L / � ' �. � _,— ' —�= ---------- ------- � l BOTTOM
<br /> i � 24 Za i � I i � �_ __ '�0�1 �.�__. i � �--_ — � � � � l , (24U026000) 0 - -
<br /> I 26 I I 2 RAMPibN o � �_�__, : ___._�� A�tQ DN � � 5&6/A304 N • 11&121A304 � �> #6 X 1 5/8" BUGLE HD SMS �
<br /> I :�-��-�-�.-: g o o� ob n o.:
<br /> � 24 I 24 24 � 9 � i' 9 � Q i e `�__— � I � I �� I 17-034
<br /> � 26 ` — -- --,�---- 9 �" �`--- ------------ ------------ — -------- — ¢ �F- � � 18"[457.2mm] MAX. �
<br /> �'��..... _� �� N �� N
<br /> o � 2s � z � o o ; o w Z = w = sheet title:
<br /> W � � �
<br /> � I I � �RAMP DN. 9 9 � � � � 9 l� ACROVYN 4000 COVER =
<br /> Q Q , Q Q c� > c� FLOOR PLAN
<br /> � �5 �Q 10 9 N ` m l-,-� ,--� .-� ,-.-.�.::r..' r,. ,-, l � , (24U002xxx) Z H w � w
<br /> � 19 � 14 ( 3 � �-- ..: . ACROVYN CHAMELEON � � _
<br /> U =
<br /> l o �. :� �-- ,-, ,�,;.:..� ,�:. �: 4 XX > h eet n o •
<br /> + - (2 U634 x
<br /> � 0 R 1/4" S
<br /> O1 — — --- — — ----- — ------�� — —1— 1/A301 [R6.4mm] ..
<br /> L — — — — — — — — — — — — — —'_— — — � 3 FLOOR
<br /> [76.1 mm]
<br /> v
<br /> � o o BASE HGT.
<br /> � ¢ ¢ CORN�R GUARD DETAIL
<br /> N (h
<br /> 1 TENANT FLOOR PLAN sCALE: 1/16�� _ ��-o��
<br /> SCALE: 1/16" = 1'-0"
<br /> NORTH
<br />
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