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� __.� __ _ _____ _ _ _ __ _____ __� __ . .__ _ _ __ ___ _ _____.__ . __ ___ _ ___ _ _ � _ _ __ _ _ ___
<br /> PRE MFG
<br /> STOLITE PANEL NEW PREFINISHED METAL
<br /> �4�� HIGH : , � _ . _t__ ELEVATIONS FOR CO OR
<br /> - t -- - --
<br /> __ � t
<br /> � � A �� � MATCH EXISTING ROOF MEMBRANE
<br /> BACKER ROD _ r '� NEW PRESSURE
<br /> i f � _ __ EXTEND UP OVER PARAPET
<br /> AN D S EALANT �_:_; _' _ _ _ ____- B�ocK�N��Nc OROED
<br /> _
<br /> AT PANEL } � - To PANE�
<br /> — �-� � - - -
<br /> STACKING �' �� _ .� ---
<br /> � +- --
<br /> �
<br /> ��
<br /> POINT _- � . : -- -� �� �
<br /> �`-'- ` f � SAKE REIN D ERSMA
<br /> - > f --
<br /> - � �, ;� A R C H I T E C T
<br /> _ � - - �
<br /> � �
<br /> � —- I- -- ---
<br /> M Suite 200
<br /> { � �` ` � 5450 E. High Street,
<br /> �� ' F NEW EYEBOLT(4) EQUALLY SPACED
<br /> rrtr 1 { , Scottsdale, Arizona 85054
<br /> = ALONG BACK OF CANOPY PARAPET. 480.515.5123 f: 602.513.7193
<br /> N � RE: STRUCTURAL(PROVIDE w•ww.sra360.com
<br /> \ � ANCHORS &/OR BLOCKING AS
<br /> RECOMMENDED)
<br /> , i
<br /> - ' ' �C '� ' NEW BUILT UP PARAPET WALL.
<br /> M �4"�-j- RE: STRUCTURAL
<br /> REGISTERED
<br /> ' �'--� - ' 11273
<br /> �
<br /> , ��
<br /> ARCHITECT
<br /> ; ; � i
<br /> PRE MFG �
<br /> n
<br /> _ , �, _
<br /> STOLITE PANEL : ' '
<br /> Ma
<br /> � T OF WASHINGT�J
<br /> �--�
<br /> 24" H�GH - � ENTF�Y PARAPET DETAIL � 3 �
<br /> ' ' ' � SCALE: 1 1/2" = 1'-0" �
<br /> v
<br /> 4 TYPICAL STOLITE JOINT � 1 �
<br /> SCALE: 3" = 1'-0"
<br /> SIM. TO 5/A304
<br /> i � i � � v
<br /> A401 A401 A401 �
<br /> NEW PREFINISHED METAL COPING NEW PREFINISHED METAL COPWG NEW PREFINISHED METAL COPING U
<br /> OVER WOOD BLOCKING OVER WOOD BLOCKWG 1 OVER WOOD BLOCKING ,� NEW SEALANT L
<br /> ANCHORED TO PANEL / i ♦ ANCHORED TO PANEL ,I i '�. ANCHORED TO PANEL / i ♦ +,
<br /> �
<br /> �35'-0"AFF I ' MATCH EXISTING 35'-0"AFF ' MATCH EXISTING 35'-0"AFF I MATCH EXISTING
<br /> T/0 NEW PARAPET — — — — =� = � ROOF MEMBRANE �T%0 NEW PARAPET -- — -- — -=S � � ROOF MEMBRANE �T/0 NEW PARAPET -- -- -- -Z � ROOF MEMBRANE
<br /> ( � OVER BONDING f � OVER BONDING � � � OVER BONDING
<br /> 34'-10"AFF � � � 34'-10"AFF � �� I�� � 34'-10°AFF �� � '
<br /> i� ADHESIVE- EXTEND �{ I ADHESIVE- EXTEND �1 � ADHESIVE- EXTEND
<br /> �T/0 NEW PANEL � I'� _ / UP OVER BLOCKING ��0 NEW PANEL �, �. � .I' UP OVER BLOCKING T%0 NEW PANEL I ♦ UP OVER BLOCKING
<br /> NEW STUCCO OVER: SCRATCH r � NEW STUCCO OVER: SCRATCH r: NEW STUCCO OVER. SCRATCH 1''
<br /> COAT, LATH, WATER TIGHT COAT, i1 AT TOP OF PARAPET. COAT, LATH, WATER TIGHT COAT, � AT TOP OF PARAPET. COAT, LATH, WATER TIGHT COAT, ��I , AT TOP OF PARAPET.
<br /> I� �� � f ;'
<br /> EXTERIOR GRADE SHEATHING. RE �� � EXTERIOR GRADE SHEATHING. RE: AT BOTH ENDS OF PARAPET EXTERIOR GRADE SHEATHING. RE: �j AT B TH END F PARAPET
<br /> AT BOTH ENDS OF PARAPET
<br /> STRUCTURAL rl STRUCTURAL �� � STRUCTURAL I 0 S O
<br /> � � EXTENSION. REINFORCE BEHIND �� EXTENSION. REINFORCE BEHIND 32'-6"AFF �� ` EXTENSION. REINFORCE BEHIND
<br /> ENTRY TOWER, WHERE IT IS TALLER � ENTRY TOWER, WHERE IT IS TALLER TI T�WER � ENTRY TOWER, WHERE IT IS TALLER
<br /> NEW BUILT UP PARAPET �� THAN THE EXISTING PARAPET �� THAN THE EXISTING PARAPET I THAN THE EXISTWG PARAPET
<br /> RE: STRUCTURAL FOR MATERIALS �� BEHIND IT. RE: STRUCTURAL I BEHIND IT. RE: STRUCTURAL � BEHIND IT. RE: STRUCTURAL �
<br /> AND BRACWG REQUIREMENTS i� � 20 GA FLASHING k{ �
<br /> I � FASTENERS RE: NEW BUILT UP PARAPET I FASTENERS RE: �� FASTENERS RE:
<br /> RE: STRUCTURAL FOR MATERIALS C �
<br /> NEW SIGNAGE (UNDER �' STRUCTURAL STRUCTURAL �{; STRUCTURAL + ��
<br /> AND BRACING REQUIREMENTS
<br /> SEPARATE PERMIT) �* ' + I' + '"
<br /> I REGLET,AS NEEDED \ ' \ �
<br /> i + � + REGLET,AS NEEDED II +( REGLET, AS NEEDED � � �
<br /> �{ � P�Y SHEATHING, SEE �� �
<br /> �� ��� \ STRUCTURAL 1 � \ �� �� �\ �� �� �
<br /> �) � NOTE: I : NEW BUILT UP PARAPET � � � � ��
<br /> CANT STRIP, SEE DETAIL 4/A202 �� CANT STRIP, SEE DETAIL 4/A202 RE: STRUCTURAL FOR MATERIALS CANT STRIP, SEE DETAIL 4/A202 � �3
<br /> 2s�-6�AFF �� GENERAL CONTRACTOR TO � i
<br /> __ rJ 1 (REPLACE AS NEEDED) 28'-6"AFF __ __ __ __ ___ j , � (REPLACE AS NEEDED) AND BRACING REQUIREMENTS ; ,�� � (REPLACE AS NEEDED) � � ,� � .�s �
<br /> ri NEw�R- -- -- -- -- - ;j � INSPECT JOINTS IN EXISTING rio NEw rowER- � � ��
<br /> , � s�oPE WALL AND RESEAL AS �� s�oPE �:� �� � s�oPE � � � �
<br /> ,
<br /> ,, �
<br /> + ''+- — "
<br /> �� � � � � :����� � � _ _ �� ; �� -- ---� ����
<br /> x :
<br /> , � �1� . _
<br /> � �� � �.v , �� NEEDED. RE: DETAIL 6 A401 � � '
<br /> �1��� j ' �� LOUVERED VENTS� � � � ���� �� �� � � + + �� LOUVERED VENTS ,_ �� � + + °'
<br /> ( � � LOUVERED VENTS� �� �����
<br /> ri � �
<br /> ' �I � � 6" MTL STUD SUPPORT � s~
<br /> I�
<br /> � a
<br /> REMOVE EXISTING I� � ti 6" MTL STUD SUPPORT �{ � � 6" MTL STUD SUPPORT � � '.� �
<br /> _f ' �� � ti KICKER AT 16" O.C., SEE REMOVE EXISTING � ,� � ; ti KICKER AT 16" O.C., SEE REMOVE EXISTING � ` T_,,.) ti KICKER AT 16" O.C., SE �� d' � �o
<br /> PARAPET BOX { � PARAPET BOX j S T R U C T U R A L � PARAPET BOX I S T R U C T U R A L �-' � � C �
<br /> �� j ( STRUCTURAL �.� ��� � '� � � � �
<br /> ; , � ._�� �
<br /> 25'-6"+/-AFF ' �` _... . �� - � 25'-6"+/-AFF , :�l 1 � 25'-6°+/-AFF - - — � � � � °°�
<br /> - - � +-�
<br /> T/0 EXISTING PANEL ���a + \ T/O EXISTING PANEL � ! ua�d + \ T/0 EXISTING PANEL �Q�n + + \ p � ��
<br /> � a � � � � v �� � � x� a
<br /> \ \
<br /> \ � SLOPE TO DRAINS (VARfES) �
<br /> �, SLOPE TO DRAINS (VARIES) � a� SLOPE TO DRAINS (VARIES) � � � �� _ _� �
<br /> � \ � A
<br /> ; � -= ��=_=- --- _._ ._ �— — — — — � ' � n ._— �-- __._ - _-- —_._ . --- � �� a --- ---- --- — — �
<br /> REMOVE EXISTING BOX ABOVE �� -- -- - � � �' �� �� _ -- __
<br /> �' _ .._ - �_- � --- --- � -- - - -
<br /> -- - ---._ -- -- - -_ --
<br /> _ _ _ _ - - -- ._ _ _ -- __ -- - - --- - -
<br /> __
<br /> ��a -,��:'� �, � , �-- --- --_ -- _ ._ -
<br /> . � __� _ _, _._ �a i � � �__ _-_ �_=-_-_ �..: �. �a _ _-- ���- - --__ �� �
<br /> _ -� , � � _ ._ - . � ��;.. ��, , , � i _ t.. ��. . ��� t --- -�
<br /> ENTRY, AND NON STRUCTURAL '- -"- - ��� � � ���� --!i�l =� --. __ ;.�� :I , � � � � _ � '-' � _.. �_ �� t�
<br /> PILASTERS ON EITHER SIDE O����� � � ' "' '+ �` - � "-- '
<br /> ,
<br /> EXISTING ENTRY " � � G � __-- ___--
<br /> ---________------
<br /> ___ _ ____--. _
<br /> _ ----- � ---- ___-- � .
<br /> VARIES �, d�a VARIES �� �� VARIES Q�
<br /> ., „
<br /> EXISTING JOIST BEARING �< EXISTING JOIST BEARING i' °� EXISTfNG JOIST BEARING '
<br /> � � �
<br /> REINFORCWG, REINFORCING, e REINFORCING,
<br /> BLOCKING, AND BLOCKWG, AND BLOCKING, AND
<br /> FASTENERS. RE: FASTENERS. RE FASTENERS. RE:
<br /> STRUCTURAL STRUCTURAL STRUCTURAL
<br /> WEATHERPROOF AT CANOPY SUPPORT ROD WEATHERPROOF AT CANOPY SUPPORT ROD
<br /> CONNECTION, AND WHERE CANOPY MEETS THE WALL. , CONNECTION, AND WHERE CANOPY MEETS THE WALL.
<br /> PROVIDE SPACERS AT SPLIT FACE CMU VENEER, WHERE " � EXISTING ROOF AND PROVIDE SPACERS AT SPLIT FACE CMU VENEER, WHERE p V
<br /> IT OCCURS BETWEEN EXISTING STRUCTURAL CONCRETE ' ROOF STRUCTURE; IT OCCURS BETWEEN EXISTING STRUCTURAL CONCRETE � EXISTING ROOF AND EXISTING ROOF AND
<br /> PILASTERS < REPAIR/REPLACE/MATCH PILASTERS n a �
<br /> INSULATION AS ROOF STRUCTURE; ROOF STRUCTURE;
<br /> (DEFERRED SUBMITTAL), � NEW STOLITE SIMULATED
<br /> NEEDED (DEFERRED SUBMITTAL REPAIR/REPLACE/MATCH LIMESTONE SURFACE, OVER FOAM, REPAIR/REPLACEIMATCH �
<br /> NEW CANOPY SYSTEM - PER MFR. SPECS.' � NEW CANOPY SYSTEM - PER MFR. SPECS. � INSULATION AS a INSULATION AS
<br /> NEEDED OVER SUPPORT TRACKS, AND NEEDED �
<br /> NEW ALUM. FASCIA AND ' NEW ALUM. FASCIA AND F MANUFACTURER RECOMMENDED �, a �
<br /> FASCIA SUPPORT BRACKET FASCIA SUPPORT BRACKET �
<br /> ADHESIVE; DETAILS A304 �'� �
<br /> PER MFR. SPECS. EXISTING CONCRETE WALL PER MFR. SPECS. .
<br /> � d PANEL WITH SPLIT FACE �� u � i �
<br /> 16'-6° CMU VENEER&CONCRETE 16'-6° ' _ Q
<br /> B.O. CANOPY WAINSCOTE. (9 1/2"THICK) 8.0. CANOPY � �
<br /> � M NOTE: � p�
<br /> 1/4"PER FOOT - e� 1/4"PER FOOT �� � �°
<br /> � �' SLOPE TYPICAL = NEW 3/4" PLYWOOD s�oPE TYP�ca� � SEE DETAIL 4/A304; FOR ° O
<br /> ` �ECKirv� ovER s° � � ` CONDITION WHERE CANOPY ° F— N
<br /> _ ' h � nnE-ra�sruo FRanniN� � _ - v PENEfRATES STOLITE TOWER ° W OO
<br /> 14'-6' - � � �� � � 14'-6' � ° � °� NOTE:
<br /> B.o. cANOPY B.o. caNOPY BOTH STOLITE TOWERS ARE �
<br /> SIMILAR. SEE DETAILS SHEET � � Q
<br /> NEW CANOPY LIGHTING- NEW CANOPY LIGHTING - SEE
<br /> A/304 � � �
<br /> SEE ELECTRICAL DRAWINGS. ° ELECTRICAL DRAWINGS. ` G � W
<br /> <4 aa _ ..
<br /> �..1__�
<br /> 8'-01/4" .. „�.. , <.. ... �- t._;� ,� :�:�<�. , � � �; � � � � . °�� 0 �..L.� �
<br /> � � . �� .�����,. PROVIDE NEW INFILL FURRING AND 4 � �
<br /> j � EIFS RETURN AT SPLIT FACE CMU A401 �/ w
<br /> 10'-10 1/2"AFF a `''
<br /> -- - - - - -- .
<br /> B.O. OPENING " VENEER, WHERE IT OCCURS BETWEEN
<br /> ', EXISTING STRUCTURAL CONCRETE Q O N �
<br /> NEW CORNER BEAD, DRIP EDGE, - � PILASTERS. RE:DETAILS A304 � +� W
<br /> AND LINTEL AT NEW OPENING � .� O � �
<br /> e ,�., c $ HAT CHANNEL FURRING @ a
<br /> �_ � L.L � W
<br /> NEW STEEL HEADERS 24" O.C. SECURED TO
<br /> NEW OPENING - PUSH DOOR TO OUTER FACE � AND STEEL PILASTER. G° EXISTWG WALL °a �
<br /> OF WALL. STUCCO RETURN AT ANY REMAINING RE: STRUCTURAL � �
<br /> RAW EDGE OF SPLIT FACE CMU VENEER, NOT / � 1/2" EXT. RATED PLY.
<br /> LAPPED OVER BY STOREFRONT FRAME � �e cn
<br /> RE:DETAILS A304 �
<br /> u
<br /> ' ���
<br /> 7'-6"AFF � a aa
<br /> ------- � 3BiA304 ��_p��
<br /> B.O. FRAMED OPENING
<br /> -- -- -- --
<br /> € ' /
<br /> NEW STOLITE TOWER(BEYOND) ,� �
<br /> o NEW STOLITE TOWER a �
<br /> EXISTING CONCRETE WAINSCOT (BEYOND} ;' � (BEYOND) �
<br /> �
<br /> �
<br /> � � o � �
<br /> � �, EXISTING CONCRETE WALL NEW GUARD RAIL ^ EXISTING CONCRETE WALL
<br /> NEW GUARD RAIL NEW FIRE ALARM PNL 9��Z " � PANEL WITH SPLIT FACE ANCHORED INTO CURB _ �< PANEL WITH SPLIT FACE �
<br /> � ° CMU VENEER&CONCRETE ° CMU VENEER& CONCRETE � p
<br /> � � I ' WAINSCOTE. (9 1/2"THICK) NEW GUARD RAIL @ 42"A.F.F. WAINSCOTE. (9 1/2" THICK) � Q
<br /> � �f � �� .�... 4 . . . . ... d . .
<br /> �' -_ :' : Pa . .. � P�a
<br /> � NEW HANDRAIL @ 36 A.F.F. � . ':
<br /> � date: 1/5/18
<br /> i F ,s
<br /> NEW BURGLAR ALARM PNL � '�� NEW HAND RAILS a � � a n
<br /> ' REMOVE ( I� NEW 6" CONCRETE NEW 6" CONCRETE I S S U@ O I":
<br /> EXISTING � � a a Q SLAB, REFER TO - � ��Z SIM TO 3A/A304 n Q
<br /> RAILS � � STRUCTURAL M STRUC UFRALTO FOR PERMIT
<br /> NEW 6" CONCRETE SLAB, revision
<br /> i RE: STRUCTURAL � DRAWiNGS NEW 6" HIGH CURB DRAWINGS nO.: date:
<br /> NEW LANDWG � Z'� G � d 1Q CITY COMMENTS 3-09-18
<br /> AND WALK NEW WALK NEW WALK
<br /> �
<br /> 0'-0" � 0'-0° 0'_0��
<br /> �
<br /> � FINISH FLOOR ° ° �o a � a h a � °. , � d ' ' < �' ' a a °o < FINISH FLOOR - - - - a a v - &n V < G " � FF aa ° a ` , �4 4 a a 4 0 4 - -
<br /> a ,,
<br /> d d �<� e
<br /> w
<br /> ° . __"_a Q . d�.a - d�a � _ �
<br /> a
<br /> . e . . """"" — —' '— ___.."____ —. — '"... __' _ _-__" ____ -- _-___ __ __"". — '_— —' — _____ — — —. .._ . .__ _ ____. . _-_ -___ -_ — __ _. __. -_ —_ -__ ____ _-. -- .— """_ ._"_ ____. ___ -_ _-. _ _ _— -_ .__ _-_ _"_' .— — _"""" —"
<br /> n c a � a
<br /> [ ° a ° a
<br /> a C < . . ..� .. � . _ __ __ _ _ _ _ _ _ _ _ __ _ _ _ _ __ _ _ _ _ _ _ _ _ _ —_ — — _ _ — . . .Q . _ — __ _ _ __ _ — __ _ . �. _ _ _ __ _ _ __ Q — _
<br /> , NEW STEPS d GC TO SAW CUT SLAB, job no.: 17-034
<br /> ` � tl RUN WIRE, INSTALL NEW RAMP n NEW RAMP '
<br /> REMOVE EXISTING - Qa POST, AND PULL 4'-0" OF � �
<br /> LANDING, STEPS, a WHIP INTO POST. ° � � a � � a ° � p � � ° sheet title:
<br /> AND BENCH a ALPHA UNIT PROVIDED Q , � � ' ° a a '� ° ° � WALL
<br /> ° � B Y O T H E R S A N D a a° I � , a a' a ,� � � SECTIONS
<br /> ,�..: ^
<br /> < NEW FOOTING INSTALLED BY GC. < G � ° � �
<br /> , d �
<br /> � iG
<br /> ENHANCEMENTS.
<br /> RE: STRUCTURAL sheet C10.:
<br /> e d
<br /> - � . ' II � II... . . �
<br /> ,� WALL SECTION @ ENTRY � WALL SECTION CANOPY 3 WALL SECTION ENTRY TOWER
<br /> SCALE. 1/2 1 0 SCALE. 1/2 1 0 SCALE. 1/2 1 0
<br />
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