18250 Second Sub

Transcription

18250 Second Sub

Smislova, Kehnemui & Associates, P.A. Consulting, Structural Engineers
12505 Park Potomac Ave., Suite 200, Potomac, Maryland 20854 Telephone (301) 881-1441
Transmittal
To:
Architects Collaborative, Inc.
9400 Old Georgetown Road
Bethesda, MD 20814
Attention:
Regarding:
Maurice Mead, AIA, LEED AP
Shop Drawings
Project:
Palisades at Arundel High Rise
Project No:
10-125
Date:
Enclosures:
Sent Via:
Correspondence
Prints
Specifications
Tracings
✔ Shop Drawings
Computations
Product Information
✔
Mail
Your Pickup
Blueprinter
Messenger
UPS
Express
Electronic
08/09/2012
07/08/2011
These are transmitted as checked below:
Per your request
For your approval
For your files
For use on job
Preliminary only
For estimating
No Exception Taken
✔
These are:
✔ First Submission
Approved as noted
For Resubmission
Resubmission
Billed to you
Unchecked
To be returned
For checking
For information only
The following is herewith submitted for necessary action:
SHEET NO. COPIES
2000-2005
1
TITLE
PREPARED BY
SterlingDula
Doka
Formwork
Drawings - Perimeter Walls
Rail Shop Drawings
Remarks:
Copies sent to:
Sincerely:
Rupa
P.E.
JessicaM.M.Patel,
Wakeman
Structural
Engineer I
Project Engineer
PALISADES OF ARUNDEL PRESERVE
V.I.F. -- VERIFY IN FIELD
E.O.S. -- END OF STRINGER/STEEL
M.O. -- MASONARY OPENING
N.B.S.-- NOT BY STERLING DULA
R.D. -- REFERENCE DIMENSION
T.O.S. -- TOP OF STEEL/SLAB/STRINGER
DATE
ARCHITECT:
ARCHITECTS COLLABORATIVE INC
BY
N/N -- NOSE TO NOSE
CUSTOMER:
ENCORE DEVELOPMENT CORP
REV
R.O. -- ROUGH OPENING
DATE
F/F -- FINISH TO FINISH
EXCLUSIONS
TRANSMITTING
THE FOLLOWING ITEMS ARE NOT
SUPPLIED BY STERLING DULA
UNLESS STATED OTHERWISE.
S-S -- FIELD SPLICE LOCATION
[XX.XXX] -- EQUAL TO MM
A.
B.
-- WORK POINT
C.
-- ELEVATION MARK
-- ELEVATION
DESIGN CRITERIA
--DETAIL NUMBER
--SHEET NUMBER
CONTRACT NOTES
D.
E.
F.
G.
H.
I.
J.
1. THESE HAVE BEEN PREPARED IN ACCORDANCE WITH STERLING DULA
QUOTATION AND/OR AN ACCEPTED PURCHASE ORDER.
BOND
INSTALLATION FOR THE CANOPY
AT MAIN ENTRANCE
GLASS AT THE CANOPY AT MAIN
ENTRANCE
MOCK-UP RAILING OR SAMPLES
WATERPROOFING
FIELD APPLIED CAULKING
SEALANTS/MASTICS
CONCRETE INSERTS, EMBED
PLATES, OR SLEEVES
WOOF BLOCKING
SHIMS
INDICATES ITEMS TO BE
VERIFIED BY CUSTOMER.
ARCHITECTURAL PRODUCTS
QUANTITY
2. REVISIONS, ADDITIONS, OR DEDUCTIONS REQUIRE WRITTEN AUTHORIZATION
OR A REVISED PURCHASE ORDER ACCOMPANYING RETURNED PRINTS.
3. STERLING DULA WILL ASSUME NO RESPONSIBILITY BEYOND MANUFACTURING
IN ACCORDANCE WITH THESE DRAWINGS OR FROM ERRORS RESULTING FROM
THE USE OF THESE DRAWINGS BY OTHER TRADES.
4. APPROVAL BY THE ARCHITECT AND CUSTOMER SHALL CONSTITUTE
ACCEPTANCE OF ALL DEVIATIONS MADE BY STERLING DULA TO THE PLANS AND
SPECIFICATIONS.
5. REQUESTS FOR REVISIONS AFTER STERLING DULA HAS BEEN AUTHORIZED TO
PROCEED WITH FABRICATION WILL BE SUBJECT TO ADDITIONAL
CHARGES/REVISED SHIP DATE.
6. IT IS THE RESPONSIBILITY OF THE CUSTOMER TO VERIFY DIMENSIONS. (SEE
VERIFICATION BLOCK) FABRICATION WILL NOT BEGIN UNTIL STERLING DULA HAS
RECEIVED A SIGNED COPY OF THESE DRAWINGS, VERIFICATION IS RECEIVED
AND CONFIRMED WITHIN TOLERANCE, AND TYPE AND COLOR OF FINISH ARE
APPROVED.
-- REVISION CLOUD
PALISADES OF ARUNDEL
7. STERLING DULA IS NOT RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF
EXISTING STRUCTURES, SUCH AS SPAWLING OF CONCRETE, INTERFERENCE OF
INCLUSIONS IN THE STRUCTURE SUCH AS REBAR, EMBEDS, OR POST TENSION
CABLES, ETC. WHERE THESE CONDITIONS EXIST, THEIR LOCATIONS SHALL BE
NOTED HEREIN ON THE RETURNED SUBMITTALS.
8. RESTRICTIONS OF MAXIMUM DIMENSIONS DUE TO SITE CONDITIONS SUCH AS
HOIST, SCAFFOLDS, STAIR OR ELEVATOR LIMITATIONS, SHALL BE NOTED HEREIN
ON THE RETURNED SUBMITTALS. OTHERWISE, PRODUCTS WILL BE BUILT IN
SECTIONS TO MAXIMIZE DIMENSIONS POSSIBLE, RESTRICTED ONLY BY SHIPPING
AND FINISHING CAPABILITIES.
9. FIELD CONDITIONS MAY REQUIRE ALTERING OF POST LOCATIONS, FIELD
SPLICE LOCATIONS, OR MINOR CHANGES TO THE PRODUCT CONFIGURATION. IF
ANY OF THESE POTENTIAL MODIFICATIONS WILL NOT BE ACCEPTABLE, I.E. POSTS
ALIGNED WITH OTHER ARCHITECTURAL FEATURES OF THE STRUCTURE SHALL
BE NOTED HEREIN ON THE RETURNED SUBMITTALS.
NOTE: DO NOT SCALE
THESE DRAWINGS
APPROVAL BLOCK
10. FIELD ADAPTATION /FIT-UP OF PRODUCTS MAY BE REQUIRED DUE TO SHOP
AND GENERAL CONSTRUCTION TOLERANCES. STERLING DULA WILL NOT BE
RESPONSIBLE FOR MODIFICATIONS REQUIRED DUE TO CONSTRUCTION
TOLERANCES OF THE ADJACENT STRUCTURES.
11. SUPPLY, INSTALL, AND REMOVAL OF POST HOLE BLOCK-OUTS AND/OR
NECESSARY STRUCTURAL BLOCKING IS BY OTHERS UNLESS NOTED OTHERWISE.
12. ALL ELEVATIONS ARE SHOWN FORM WALKING SURFACES, UNLESS NOTED
OTHERWISE.
13. TWO SETS OF "FIELD & FILE" DRWINGS (11" X 17") WILL BE SUPPLIED, AFTER
DETAILING FOR FABRICATION IS COMPLETE. THESE DRAWINGS SHOULD BE
REVIEWED AS SOON AS POSSIBLE, TO ADDRESS ANY QUESTIONS, COMMENTS,
OR CONCERNS THAT MAY ARISE.
CUSTOMER
VERIFICATION BLOCK
NOTE: STANDARD DELIVER IS
APPROXIMATELY 8-10 WEEKS AFTER FINAL
APPROVAL OF DRAWINGS AND FIELD
DIMENSIONS ARE RECEIVED
SINCERELY,
STERLING DULA
____________________________
JON PARSONS
jparsons@sterlingdula.com
NO EXCEPTION TAKEN
MAKE CORRECTIONS NOTED
REJECTED
REVISE AND RESUBMIT
SUBMIT SPECIFIED ITEM
SEE ATTACHED LETTER
REVIEWED FOR INFORMATION ONLY
CHECKING IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN
CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE
INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. ANY ACTION
SHOWN IS SUBJECT TO THE REQUIREMENTS OF THE PLANS AND
SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS,
WHICH SHALL BE CONFIRMED AND CORRELATED AT THE JOB SITE.
FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION;
COORDINATION OF HIS WORK WITH THAT OF ALL OTHER TRADES
AND THE SATISFACTORY PERFORMANCE OF HIS WORK.
SK&A
DATE: 08/09/2012
I VERIFY THAT ALL DIMENSIONS INDICATED ON THESE ELEVATIONS ARE
CORRECT AS SHOWN OR AS CORRECTED, AND HEREBY AUTHORIZE
FABRICATION OF THE MATERIALS INDICATED HEREON.
PROJECT NO.
18250
DRAWN
JES
DATE
07/10/2012
SCALE
SIGNATURE
DATE
Smislova, Kehnemui & Associates, P.A.
Consulting Structural Engineers
BY: JMW
PROJECT
14. DELIVERY F.O.B. ERIE, PA TO JOBSITE. UPON DELIVERY OF THE STERLING
DULA MATERIAL TO THE JOBSITE, IT IS THE RESPONSIBILITY OF THE CUSTOMER
TO INSURE THAT ALL SHIPPING DAMAGES ARE NOTED ON BILL OF LADING.
HANOVER, MD
C/L -- CENTERLINE
2250 POWELL AVE.
ERIE, PENNSYLVANIA 16505
PH#: 800-773-2439
FAX#: 814-838-6670
E-MAIL: sales@sterlingdula.com
WEB: www.sterlingdula.com
T.O.C. -- TOP OF CONCRETE
AS NOTED
SHEET
.
COMPANY NAME
HANOVER, MD
O.H. -- OPENING HEIGHT
INFORMATION SHOWN ON THIS DRAWING IS PROPRIETARY AND
THE SOLE PROPERTY OF STERLING DULA. AND IS NOT TO BE
REPRODUCED, DISCLOSED, OR TRANSMITTED TO OTHERS FOR
ANY PURPOSE NOT AUTHORIZED BY STERLING DULA.
O.W. -- OPENING WIDTH
DESCRIPTION
ABBREVIATIONS
AND SYMBOLS
STERLING DULA
SYSTEM(S) USED
PROJECT NO.
DRAWN
18250
JES
SHEET
DATE
07/10/2012
SCALE
AS NOTED
PROJECT
HANOVER, MD
PALISADES OF ARUNDEL
2250 POWELL AVE.
PH#: 800-773-2439
FAX#: 814-838-6670
BY
DATE
DESCRIPTION
REV
PROJECT NO.
DRAWN
18250
JES
SHEET
DATE
07/10/2012
SCALE
AS NOTED
ENCORE DEVELOPMENT CORPORATION
HANOVER, MD
THE PALISADES OF ARUNDEL
PROJECT
2250 POWELL AVE.
PHEP1.9: 800-773-2439
FAXEP1.9:
814-838-6670
BY
DATE
DESCRIPTION
REV
PROJECT NO.
DRAWN
18250
JES
SHEET
DATE
07/10/2012
SCALE
AS NOTED
HANOVER, MD
PROJECT
2250 POWELL AVE.
PHEP1.9: 800-773-2439
FAXEP1.9:
814-838-6670
BY
DATE
DESCRIPTION
REV
PROJECT NO.
DRAWN
18250
JES
SHEET
DATE
07/10/2012
SCALE
AS NOTED
HANOVER, MD
PROJECT
2250 POWELL AVE.
PHEP1.9: 800-773-2439
FAXEP1.9:
814-838-6670
BY
DATE
DESCRIPTION
REV
PROJECT NO.
DRAWN
18250
JES
SHEET
DATE
07/10/2012
SCALE
AS NOTED
HANOVER, MD
PROJECT
2250 POWELL AVE.
PHEP1.9: 800-773-2439
FAXEP1.9:
814-838-6670
BY
DATE
DESCRIPTION
REV
PROJECT NO.
DRAWN
18250
JES
SHEET
DATE
07/10/2012
SCALE
AS NOTED
HANOVER, MD
PROJECT
2250 POWELL AVE.
PHEP1.9: 800-773-2439
FAXEP1.9:
814-838-6670
BY
DATE
DESCRIPTION
REV
PROJECT NO.
DRAWN
18250
JES
SHEET
DATE
07/10/2012
SCALE
AS NOTED
HANOVER, MD
PROJECT
2250 POWELL AVE.
PHEP1.9: 800-773-2439
FAXEP1.9:
814-838-6670
BY
DATE
DESCRIPTION
REV
PROJECT NO.
DRAWN
18250
JES
SHEET
DATE
07/10/2012
SCALE
AS NOTED
HANOVER, MD
PROJECT
2250 POWELL AVE.
PHEP1.9: 800-773-2439
FAXEP1.9:
814-838-6670
BY
DATE
DESCRIPTION
REV
PROJECT NO.
DRAWN
18250
JES
SHEET
DATE
07/10/2012
SCALE
AS NOTED
HANOVER, MD
PROJECT
2250 POWELL AVE.
PHEP1.9: 800-773-2439
FAXEP1.9:
814-838-6670
BY
DATE
DESCRIPTION
REV
PROJECT NO.
DRAWN
18250
JES
SHEET
DATE
07/10/2012
SCALE
AS NOTED
HANOVER, MD
PROJECT
2250 POWELL AVE.
PHEP1.9: 800-773-2439
FAXEP1.9:
814-838-6670
BY
DATE
DESCRIPTION
REV
PROJECT NO.
DRAWN
18250
JES
SHEET
DATE
07/10/2012
SCALE
AS NOTED
HANOVER, MD
PROJECT
2250 POWELL AVE.
PHEP1.9: 800-773-2439
FAXEP1.9:
814-838-6670
BY
DATE
DESCRIPTION
REV
DRAWN
JES
SHEET
SCALE
AS NOTED
HANOVER, MD
PROJECT
2250 POWELL AVE.
PHEP1.9: 800-773-2439
FAXEP1.9:
814-838-6670
ARCH.
PROJECT NO.
18250
DATE
07/10/2012
BY
DATE
DESCRIPTION
REV
DRAWN
JES
SHEET
SCALE
AS NOTED
HANOVER, MD
PROJECT
2250 POWELL AVE.
PHEP1.9: 800-773-2439
FAXEP1.9:
814-838-6670
BY
DATE
DESCRIPTION
REV
ARCH.
PROJECT NO.
18250
DATE
07/10/2012
PROJECT NO.
DRAWN
18250
JES
SHEET
DATE
07/10/2012
SCALE
AS NOTED
HANOVER, MD
PROJECT
2250 POWELL AVE.
PHEP1.9: 800-773-2439
FAXEP1.9:
814-838-6670
BY
DATE
DESCRIPTION
REV
PROJECT NO.
DRAWN
18250
JES
SHEET
DATE
07/10/2012
SCALE
AS NOTED
HANOVER, MD
PROJECT
2250 POWELL AVE.
PHEP1.9: 800-773-2439
FAXEP1.9:
814-838-6670
BY
DATE
DESCRIPTION
REV
PROJECT NO.
DRAWN
18250
JES
SHEET
DATE
07/10/2012
SCALE
AS NOTED
HANOVER, MD
PROJECT
2250 POWELL AVE.
PHEP1.9: 800-773-2439
FAXEP1.9:
814-838-6670
BY
DATE
DESCRIPTION
REV
PROJECT NO.
DRAWN
18250
JES
SHEET
DATE
07/10/2012
SCALE
AS NOTED
HANOVER, MD
PROJECT
2250 POWELL AVE.
PHEP1.9: 800-773-2439
FAXEP1.9:
814-838-6670
BY
DATE
DESCRIPTION
REV
PROJECT NO.
DRAWN
18250
JES
SHEET
DATE
07/10/2012
SCALE
AS NOTED
HANOVER, MD
PROJECT
2250 POWELL AVE.
PHEP1.9: 800-773-2439
FAXEP1.9:
814-838-6670
BY
DATE
DESCRIPTION
REV
PROJECT NO.
DRAWN
18250
JES
SHEET
DATE
07/10/2012
SCALE
AS NOTED
HANOVER, MD
PROJECT
2250 POWELL AVE.
PHEP1.9: 800-773-2439
FAXEP1.9:
814-838-6670
BY
DATE
DESCRIPTION
REV
PROJECT NO.
DRAWN
18250
JES
SHEET
DATE
07/10/2012
SCALE
AS NOTED
HANOVER, MD
PROJECT
2250 POWELL AVE.
PHEP1.9: 800-773-2439
FAXEP1.9:
814-838-6670
BY
DATE
DESCRIPTION
REV
PROJECT NO.
DRAWN
18250
JES
SHEET
DATE
07/10/2012
SCALE
AS NOTED
HANOVER, MD
PROJECT
2250 POWELL AVE.
PHEP1.9: 800-773-2439
FAXEP1.9:
814-838-6670
BY
DATE
DESCRIPTION
REV
PROJECT NO.
DRAWN
18250
JES
SHEET
DATE
07/10/2012
SCALE
AS NOTED
HANOVER, MD
PROJECT
2250 POWELL AVE.
PHEP1.9: 800-773-2439
FAXEP1.9:
814-838-6670
BY
DATE
DESCRIPTION
REV
PROJECT NO.
DRAWN
18250
JES
SHEET
DATE
07/10/2012
SCALE
AS NOTED
HANOVER, MD
PROJECT
2250 POWELL AVE.
PHEP1.9: 800-773-2439
FAXEP1.9:
814-838-6670
BY
DATE
DESCRIPTION
REV
PROJECT NO.
DRAWN
18250
JES
SHEET
DATE
07/10/2012
SCALE
AS NOTED
HANOVER, MD
PROJECT
2250 POWELL AVE.
PHEP1.9: 800-773-2439
FAXEP1.9:
814-838-6670
BY
DATE
DESCRIPTION
REV
PROJECT NO.
DRAWN
18250
JES
SHEET
DATE
07/10/2012
SCALE
AS NOTED
HANOVER, MD
PROJECT
2250 POWELL AVE.
PHEP1.9: 800-773-2439
FAXEP1.9:
814-838-6670
BY
DATE
DESCRIPTION
REV
PROJECT NO.
DRAWN
18250
JES
SHEET
DATE
07/10/2012
SCALE
AS NOTED
HANOVER, MD
PROJECT
2250 POWELL AVE.
PHEP1.9: 800-773-2439
FAXEP1.9:
814-838-6670
BY
DATE
DESCRIPTION
REV
PROJECT NO.
DRAWN
18250
JES
SHEET
DATE
07/10/2012
SCALE
AS NOTED
HANOVER, MD
PROJECT
2250 POWELL AVE.
PHEP1.9: 800-773-2439
FAXEP1.9:
814-838-6670
BY
DATE
DESCRIPTION
REV
REJECTED
REVISE AND RESUBMIT
SEE ATTACHED LETTER
SK&A
DATE: 08/09/2012
BY: JMW
PROJECT
PROJECT NO.
18250
DRAWN
.
NO EXCEPTION TAKEN
HANOVER, MD
EMBEDMENT
4"
DESCRIPTION
DATE
BY
REV
LOADS
2250 POWELL AVE.
PHEP1.9: 800-773-2439
FAXEP1.9:
814-838-6670
THIS PART CANNOT BE USED
TO FOR EMBEDMENT.
DESIGN BOLT FOR:
JES
DATE
07/10/2012
SCALE
AS NOTED
SHEET
SEE ATTACHED LETTER
SK&A
DATE: 08/09/2012
BY: JMW
.
PROJECT
EMBEDMENT
DESCRIPTION
DATE
BY
REV
REVISE AND RESUBMIT
2250 POWELL AVE.
PHEP1.9: 800-773-2439
FAXEP1.9:
814-838-6670
REJECTED
HANOVER, MD
NO EXCEPTION TAKEN
PROJECT NO.
18250
DRAWN
JES
DATE
07/10/2012
SCALE
AS NOTED
SHEET
SK&A
DATE: 08/09/2012
BY: JMW
.
PROJECT
EMBEDMENT
SEE ATTACHED LETTER
DESCRIPTION
DATE
BY
REV
2250 POWELL AVE.
PHEP1.9: 800-773-2439
FAXEP1.9:
814-838-6670
REJECTED
HANOVER, MD
REVISE AND RESUBMIT
NO EXCEPTION TAKEN
PROJECT NO.
18250
DRAWN
JES
DATE
07/10/2012
SCALE
AS NOTED
SHEET
SEE ATTACHED LETTER
DATE: 08/09/2012
BY: JMW
.
PROJECT
SK&A
REVISE AND RESUBMIT
DESCRIPTION
DATE
BY
REV
REJECTED
2250 POWELL AVE.
PHEP1.9: 800-773-2439
FAXEP1.9:
814-838-6670
HANOVER, MD
NO EXCEPTION TAKEN
?
PROJECT NO.
18250
DRAWN
JES
DATE
07/10/2012
SCALE
AS NOTED
SHEET
DETAIL: 1.4.3
SCALE: 6' = 1'-0"
SCALE: 6' = 1'-0"
SCALE: 6' = 1'-0"
NO EXCEPTION TAKEN
REJECTED
REVISE AND RESUBMIT
SEE ATTACHED LETTER
SK&A
DATE: 08/09/2012
PROJECT
2250 POWELL AVE.
PHEP1.9: 800-773-2439
FAXEP1.9:
814-838-6670
HANOVER, MD
PROJECT NO.
18250
BY: JMW
DETAIL: 1.4.2
DESCRIPTION
DETAIL: 1.4.1
REV
BY
DATE
CANNOT BE CONSIDERED FOR EMBEDMENT (TYP).
.
DRAWN
JES
DATE
07/10/2012
SCALE
AS NOTED
SHEET
SEE ATTACHED LETTER
DATE: 08/09/2012
BY: JMW
.
PROJECT
SK&A
REVISE AND RESUBMIT
DESCRIPTION
DATE
BY
REV
REJECTED
2250 POWELL AVE.
PHEP1.9: 800-773-2439
FAXEP1.9:
814-838-6670
HANOVER, MD
NO EXCEPTION TAKEN
CANNOT BE CONSIDERED FOR
EMBEDMENT. (REVISE BOLT SIZE
AND LENGTH ACCORDINGLY.
PROJECT NO.
18250
DRAWN
JES
DATE
07/10/2012
SCALE
AS NOTED
SHEET
PROJECT NO.
DRAWN
18250
JES
SHEET
DATE
07/10/2012
SCALE
AS NOTED
HANOVER, MD
PROJECT
2250 POWELL AVE.
PHEP1.9: 800-773-2439
FAXEP1.9:
814-838-6670
BY
DATE
DESCRIPTION
REV
PROJECT NO.
DRAWN
18250
JES
SHEET
DATE
07/10/2012
SCALE
AS NOTED
HANOVER, MD
PROJECT
2250 POWELL AVE.
PHEP1.9: 800-773-2439
FAXEP1.9:
814-838-6670
BY
DATE
DESCRIPTION
REV
PROJECT NO.
DRAWN
18250
JES
SHEET
DATE
07/10/2012
SCALE
AS NOTED
HANOVER, MD
PROJECT
2250 POWELL AVE.
PHEP1.9: 800-773-2439
FAXEP1.9:
814-838-6670
BY
DATE
DESCRIPTION
REV
PROJECT NO.
DRAWN
18250
JES
SHEET
DATE
07/10/2012
SCALE
AS NOTED
HANOVER, MD
PROJECT
2250 POWELL AVE.
PHEP1.9: 800-773-2439
FAXEP1.9:
814-838-6670
BY
DATE
DESCRIPTION
REV
PROJECT NO.
DRAWN
18250
JES
SHEET
DATE
07/10/2012
SCALE
AS NOTED
HANOVER, MD
PROJECT
2250 POWELL AVE.
PHEP1.9: 800-773-2439
FAXEP1.9:
814-838-6670
BY
DATE
DESCRIPTION
REV

18250 Second Sub

Transcription

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