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SECTION 10 73 13 - AWNINGS �' �"�'
1.0 GENERAL L1 # # #
1.01 DESCRIPTION PEDGOR DESIGN GROUP LLC
A. This section includes fabric covered aluminum framed awnings (canopies) using the Steel StitchT"' "staple-in" method of attaching fabric covers.
1.02 STANDARDS I I I I Architecture / Project Management:
A. All work and materials shall conform to the following standards: 355 City Center Drive
1. ASTM
� � � Carmel, Indiana 46032
2. American Welding Society , 3 TY � A� 317.705.7979 (phone)
3. Industrial FabricAssociation International -� I -----------I- --------------------- ----------------------------------- a�� --------------------�_ ___________� ELEVATION=19'-0" 317.705.7980 (fax)
4. National Fire Protection Agency T.O. SECOND FLOOR
5. Society of Protective Coatings I I I I Architect:
1.03 SUBMITTALS: Drawin s- Provide four 4 com lete sets of the followin �
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A. Shop Drawings _ I I i I I ,��,��•"�'�"` ,�T (1 � �'r�,
1. Drawings showing all frame dimensions T.O. SECOND FLOOR I � � .��`` '� �,��- ��`.��
ELEVATION - 19 -0 � ��� � �' ��,�
� � �� �� � �.
2. Awning locations � EIFS CORNICE � �,, � ,� � �
3. Frame module Labels '
� � � �
4. Frame module connection details � TRUSS TRUSS � TRUSS � F.R. PLYWOOD SHEATHING FOR �` ����,,� ��� '
5. Connection Details ; SIGNAGE BEHIND EIFS VENEER IN � ,�
s. Product intormation ; � PROFILE "A" PROFILE "B" i PROFILE "A" I THISZONE, FIELD VERIFY LIMITS � ��.�.�� ,�� ��
B. Materials „ _____. � �� �,�,����� ��
1. Fabric: -' � I 1 ��'��'.�,� r��'�''�`�
�� �� EXISTING EIFSAESTHETIC REVEAL �'�' '��R � '�`��'
a) Provide color sample cards showing full range of available colors and/or 8 x 8 samples of specific fabric for final color selection. 1' �'�'i,r,,,� C��IT� `�,����
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b) For awnings to be covered with Sunbrella, or similar, soft textured canvas fabric, provide color card showing available Steel StitchT"' Sunbrella CONSTRUCTION � � ; � jr���)��� ���y���
ZipStrip colors. EXISTING WEATHER I I , �, I EIFS VENEER '�
1.04 WARRANTY BARRIER AND EIFS BLOCKING AS
A. Awning System: VENEER FINISH � REQUIRED FOR I � I g:
1. Aluminum frame and fabric attachment warranted for five (5) years by awning manufacturer. AwNING ATTACHMENT �' y
2. Fabric shall be warranted for a minimum of five (5) years by fabric manufacturer.
EXISTING 8" METAL �
3. Labor for defective fabric re lacement shall be warranted for one 1 ear. STUD WALL W/ 5/8" I 1'' E H R
p �� y EXTERIOR SHEATHING I � I I
4. Awning installation shall be warranted for one (1) year. A�UMINUM AwNING 1 zs
1.05 MAINTENANCE TRUSS W/ POWDER FABRI� CC�UERED PORTICjN 1
FABRIC AWNING, �
� BEYOND
A. Upon installation, awnings are to be clean and free of any substance that may discolor or damage fabric or aluminum surfaces. Written cleaning instructions 15.5 COAT FINISH, PROFILE
1
from the fabric manufacturer will be made available. Damaged fabric panels will be replaced individually on the job site. � B � �' � �
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2.0 PRODUCTS
2.01 MATERIALS 12 � EXISTING RAISED EIFS I �', I
, VENEER PROFILE �
A. Frame structure to be of 6063-T5 aluminum extrusions by Steel StitchT"' Corporation. AROUNDA�UMINUM j
Aluminum framing profiles shall be sized to withstand all live, dead and superimposed loads. The frame design shall meet regional code restrictions. FABRICAwNING, OPEN I STOREFRONT I 1 � � 16
Fasteners shall be non-corrosive, non-staining bolts, shims and accessory items. AT THE ENDS I �' �
. . .. .... ...... ... ...... . ; ; �
2.02 FRAME FINISH: Powder Coat Finish EXISTING TUBE STEEL j FABRIC AWNING, OPEN 11
A. General OTE: HEADER. FIELD VERFIY I � I I
1. All aluminum frame surfaces shall be powder coated to comply with "Metal Finishes Manual forArchitectural and Metal Products". Color to be selected by UBMITATTACHMENT i STRUCTURAL I � I I AT THE ENDS
Architect from powder coater's standard colors. ETAIL FOR CONDITIONS MAY VARY
AT EACH STOREFRONT
ALUMINUM
B. Pre-Assembly ONNECTION OF ---- --- -- - - - �;. � STOREFRONT
1. Before powder coating, awning frames shall be fully assembled with welded joints to the largest size(s) that can be accommodated by the powder coater. wNING FRAME TO � � � � � �
C. Coating performance ALL STRUCTURE
MPLOYING SLEEVES ALUMINUM AWNING I � I I
1. When tested in compliance with ASTM D 3363, coating shall withstand a minimum gauge hardness of 2H. ND SPACERS TO TRUSS W/ POWDER �
2. When tested in compliance with ASTM D 2794, pass up to 80 Ibs. REVENT CRUSHING � COAT FININSH, 1
3. Coated frame shall have a minimum salt spray resistance of 500 hours using ASTM B117 without loss of paint adhesion. F EIFS FINISH 3'-3 1/2" PROFILE "A" BEYONO ; KEY PLA
2.03 FABRIC APROX. FROM FACE OF � BLDG B
A. Color Schedule: Fabric styles and colors to be selected by Architect. EIFS vENEER TO �
2.04 PVC TRIMS OUTSIDE FACE OF � GRANITE VENEER
SCALE: NTS
A. Steel StitchT"' PVC ZipStrip is to be used to cover all staple seams except as noted below. . For awnings to be covered with Sunbrella, or similar, soft AWNING ;
textured canvas fabric, Steel StitchT"' Sunbrella covered ZipStrip may be preferred. � � p�aNNORTH
B. Steel StitchT"' DividerBead is to be used where structure modules are joined. o j
C. Steel StitchT"' FlashStrip is to be used on top of awning where it contacts substrate to provide weatherproof seal. _ � ' Developer:
2.05 STAPLES �� �� p z� j
A. S t a p l e s t o b e 1 8 g a u g e g a l v a n i z e d o r s t a i n l e s s s t e e l 3/ 8 o r 1/ 2 l o n g w i t h 5/ 1 6 w i d t h c r o w n. � w�� U �
2.06 SUBSTITUTIONS z J o c� � �
A. Re quests for substitutions in accordance with Section 01 25 00 Q a� z �
� � Q o EXISTINGALUMINUM �
3.0 EXECUTION Q w> � STOREFRONT 1
3.01 FRAME J�J� �
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A. All frame members to be joined by welding in compliance with ASW standards. ExISTING CONCRETE $
B. Welds to be 1/4" fillerwelds, welded with 4043 aluminum welding rod. BEAM , x �--.-- Tf-�-h,
C. Each joint to be welded on at least three (3) sides. E�EVATION = 2'-0" �� ���� �
EXISTING SIDEWALK � ���� � ��� "�3 � ��� '�f � �;
D. All members to be cut so as to form tight joints with no gaps. „ T/O FIRST F�OOR w � �---" -� ° tf� '
E. Remove all burrs from cut edges. PAVING " ; � ��y���� ��� ��:� r ..r.� �r ��TM� �f.r � `��
3.02 FABRIC APPLICATION �,��f���h �" :�` s" � �� ' ,
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A. Staples to be shot into crossweb inside channel of Steel Stitch staple-in aluminum extrusions. �.. .. J f. ��. ;
: ; _ ._, ; ;
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B. Fabric is to be applied with no wrinkles, puckers, sagging or punctures. E�EVaTioN = 2�-0�� ' �-� �
._ ......_.
C. Fabric shall be attached to aluminum frame members with steel staples placed at a maximum spacing of 1-1/4". T/O FIRST F�OOR
3.03 PVC TRIM APPLICATION � TY P I CA L AWN I N G: E L EVAT I O N
A. All PVC tnms are to be tnmmed so as to provide an attractive appearance. �
._ , . ...
1. Ends of PVC trims, where butted to other trim, shall be firmly secured with stainless steel screws with heads painted to match PVC color. A4.4 SCALE: 1/2" = 1'-0"
2. Where possible, on "T" joints, staple ZipStrip into channel and coverwith crossing ZipStrip. ;,;� ::; o �� 2� 4�
3.04 LIGHTS
A. Coordinate exterior lighting locations in a manner that provides uniform lighting of fabric panels. �
3.05 INSTALLATION �
A. Awnings will be installed in positions indicated by shop drawings, securely connected to supports. �Y'�
B. Number and size of fasteners shall be sufficient to meet required loads. � �
C. Installation shall be structurally sound, level, plumb and leak free. TY P I CA L AWN I N G: WA L L S E CT I O N �
END OF SECTION 3 �
A4.4 SCALE: 1/2" = 1'-0" � N
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FABRIC AWNING, OPEN �� FABRIC AWNING, OPEN �� FABRIC AWNING, OPEN ��
AT THE ENDS /��� AT THE ENDS ���� 1'-10 7/8" AT THE ENDS /���
, , , I I NOTE: DIMENSIONS I I
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� � � I I I INDICATE TOTAL I I
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' ' ' I I I REFER TO ENLARGED I I
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NOTE: FABRICATE �� _.._. .. _ _ _ NOTE: FABRICATE •' _. _. .. .. _. __ :; NOTE: FABRICATE '� PLAN DETAIL FOR
FRONT PANEL FOR _ . .. .. ..... .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ... . .. .. .. FRONT PANEL FOR _. .. .. ., _. .. .. ., _. .. .. ., _. .. .. ., _. .. .. ., _. .. .. ., _. .. .. ., _ . .. __. . FRONT PANEL FOR
DIMENSIONS FOR
� � ; � FABRIC COVERED
SIGNAGE ATTACHMENT � SIGNAGE ATTACHMENT � SIGNAGE ATTACHMENT i COPYRIGHT & OWNERSHIP OF DOCUMENTS
AND PERIODIC ' ; AND PERIODIC ;:; AND PERIODIC ' I I PORTION. DIMENSIONS I I
REPLACEMENT � REPLACEMENT � REPLACEMENT � ARE FOR GENERAL THISDOCUMENTISANINSTRUMENTOFSERVICESANDISTHESOLE
I I I I I INFORMATION. FIELD I I PROPERTYOFTHEARCHITECTANDPEDCORDESIGNGROUP,LLC. ALL
� INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION
I I I VERI FICATION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUEDAS
R EQU I R ED. AWN I NG PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT,
I� I � I � 3'-0 3/4�� I� INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL
� � AWNING TRUSS � � AWNING TRUSS � � I I I ANCHORAGE DESIGN I I UNPUBLASH�EDWORKIOF�THEARCHT�ECT, AMESRHTOUT MIANLAND
' PROFILE## BEYOND ' PROFILE## BEYOND ' MAYCAUSE FINAL PEDCORDESIGNGROUP,LLC NOPARTORWHOLEOFTHISDESIGN,
I ' ' I ; � I I I I THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR
I I I AWN I NG SIZES TO PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE
I I I DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED,
I I I VARY. , I I MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE
� � �
I I I SPECIFICAND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R.
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STUTZMAN AND PEDCOR DESIGN GROUP, LLC. O COPYRIGHT 2012
_ _ _ _ _ _ _ _ _ _ _ _ _ ,.
.I JAMES R. STUTZM I, arm , diana.
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I I I I I AN AA C el In
�_____ _____ _____ _____ ___.
TYPICAL 3
TRUSS TRUSS TRUSS I I A3 2 �_____-_____L_� I
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PROFILE B PROFILE B PROFI�E A � �___ I� STATE RELEASE SET
ALTERNATE 18.1 - - - - - - - - - - - - - - - - -
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5' � ' 13'-7 1/ ' '�� 4 ��2�� Issue Date Drawn By Checked By
4 AWN I I NG TRUSS PROF I LES � � , 11.30.12 JDR/DJS JDR
SCALE:1" = 1'-0" ( 2
A4.4 ` '
--------- -- �' Revisions:
0 6" 1' 2'
L L.1 L.5 L.9 M STATE RELEASE SET - 11.30.12
// �/��� SIM. 5 3 TYPICAL
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�, ; ; FINISH
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�� 6 3/8" VARIES SEE ENLARGED PLAN ' 6 3/8" A4.4
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