See attached sketches showing clarifications to Gaylord Entry Roof and Bridge Roof per review and on site and with Central States Roofing.

Transcription

1 ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS AIA DOCUMENT G710 (Instructions on reverse side) Owner 1 Architect 1 Consultant 1 Contractor 1 Field 0 Other 0 PROJECT: OWNER: The City Park 1855 Gaylord Street Denver, CO The City Park Residences c/o Steve Caragol Vista Valley Court Steamboat Springs, CO ARCHITECT S SUPPLEMENTAL NO: 033 DATE OF ISSUANCE: May 15, 2014 TO: Himmelman Construction W Cedar Drive Lakewood, CO ARCHITECT: Eric Smith Associates th Street Boulder, CO CONTRACT FOR: CONTRACT DATED: The City Park ARCHITECTS PROJECT NO: The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time (unless specifically noted). Proceeding with the Work in accordance with these instructions indicates your acknowledgment that there will be no change in the Contract Sum or Contract Time. If there will be a change in the Contract Sum or Contract Time due to the changed noted below, provide cost and time change to Owner and Architect before proceeding with the Work for review and approval. Description: The following information on the attachments is being issued as 33 (revision 33). See attached sketches showing clarifications to Gaylord Entry Roof and Bridge Roof per review and on site and with Central States Roofing. See attached enlarged building elevations and angle details clarifying brick coursing and angle locations per review on site. Attachments: 33.1 Gaylord Entry Roof Plan & Details (11x17) 33.2 Bridge Roof & Gaylord Roof Details (11x17) 33.3 Brick Angle Details (11x17) 33.3a - Monroe & Newell Brick Veneer Support dated 4/28/14 (8.5x11) 33.4 Bridge Roof Plan (8.5x11) 33.5 North Building Brick Elevations (24x36) 33.6 South Building Brick Elevations (24x36) ISSUED BY: Kate Leggett PROJECT ARCHITECT C: Caragol, ESA File

2 BEYOND BRICK BEYOND NOTICE: DUTY OF COOPERATION Release of these plans contemplates further cooperation among the owner, his contractor and the architect. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a simple notice to the architect shall relieve the architect from responsibility for the consequences. Changes made from the plans without consent of the architect are unauthorized and shall relieve the architect of responsibility for all consequences arriving out of such changes ' /16" FULLY ADHERED TPO INSULATION 1' - 3" PARAPET HT OF PARAPET SET BY BRICK COURSING. SEE SHEET 33.2 c All design, documents and data prepared by Eric Smith Associates, P.C. as instruments of service shall remain property of Eric Smith Associates, P.C. and shall not be copied, changed or disclosed in any form whatsoever without first obtaining the express written consent of Eric Smith Associates, P.C. Eric Smith Associates, P.C. CRICKET SUMP - VERIFY WITH JUSTIN AT CSR ON SIZE CRICKET B(S) 3' - 8" ' - 6" 4(S) SLOPE 1/4" PER 1'-0" RD CRICKET 1 GAYLORD ROOF PLAN /4" = 1'-0" D(N) D1 EDGE WALL WITH METAL CAP TO MATCH METAL FASCIA OVERFLOW THROUGH WALL SCUPPER 8" WIDE X 6" HIGH ALUMINUM, PREFINISHED TO MATCH METAL FASCIA PRECAST CAP PARAPET WITH HT OF PARAPET SET BY BRICK COURSING. SEE SHEET 33.2 BREAK METAL FASCIA ON DENSGLASS FIREPROOFING NOW SHOWN FOR BACKER ROD AND SEALANT AT BRICK TO WALL AND BRICK TO ROOF INTERSECTIONS 1' - 3" 109' - 6" 4(S) BREAK METAL FASCIA ON DENSGLASS BACKER ROD AND SEALANT AT BRICK TO WALL AND BRICK TO ROOF INTERSECTIONS 2 GAYLORD ROOF PARAPET DETAIL 33.1 STUCCO BACKER ROD AND SEALANT AT PRECAST AND INTERSECTION COUNTER FLASHING FULLY ADHERED TPO INSULATION FIREPROOFING NOW SHOWN FOR 3 GAYLORD ROOF PARAPET DETAIL /15/14 THE EDGE AT CITY PARK Job Number: Date: Drawn By: Checked By: Project Phase CONSTRUCTION ADMINISTRATION GAYLORD ROOF 1855 GAYLORD ST DENVER, COLORADO Sheet Title ERIC SMITH ASSOCIATES, P.C SEVENTH STREET BOULDER, COLORADO, (303) , (303) FAX /2/14 Author Checker Sheet Number 33.1

3 B(S) 3' - 8" STUCCO COUNTER FLASHING ROOF SUMP PER CSR STOREFRONT STUCCO COUNTER FLASHING D1 D(N) BRICK VENEER ANGLE FROM BRIDGE WALL TO PARAPET WALL 110' /32" NOTICE: DUTY OF COOPERATION Release of these plans contemplates further cooperation among the owner, his contractor and the architect. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a simple notice to the architect shall relieve the architect from responsibility for the consequences. Changes made from the plans without consent of the architect are unauthorized and shall relieve the architect of responsibility for all consequences arriving out of such changes. All design, documents and data prepared by Eric Smith Associates, P.C. as instruments of service shall remain property of Eric Smith Associates, P.C. and shall not be copied, changed or disclosed in any form whatsoever without first obtaining the express written consent of Eric Smith Associates, P.C. c Eric Smith Associates, P.C. SECOND LEVEL 110' - 8" FIRE PROOFING NOT SHOWN FOR BREAK METAL FASCIA ON DENSGLASS 1' - 0" PARAPET WITH 109' - 6" SOUTH BUILDING GRID 3 1/4" PER 1'-0" 1 GAYLORD ROOF - SOUTH DRAIN NORTH BUILDING GRID 3 3 OVERFLOW SCUPPER ROOF DRAIN VERIFY SIZE WITH PLUMBER TPO WRAPPED UP PARAPET FULLY ADHERED TPO 1/4" PER 1'-0" INSULATION FIRE PROOFING NOT SHOWN FOR RAILING SCUPPER TO NORTH ROOF PARAPET WITH 1' - 3 5/32" 2" BLDG JT FRAME AROUND BEAM AND INSULATE 2 GAYLORD ROOF - NORTH BLDG ' - 0" THE EDGE AT CITY PARK 1855 GAYLORD ST DENVER, COLORADO 1' - 3" 1' - 3" FIREPROOFING NOW SHOWN FOR FIREPROOFING NOW SHOWN FOR BREAK METAL FASCIA ON DENSGLASS ERIC SMITH ASSOCIATES, P.C SEVENTH STREET BOULDER, COLORADO, (303) , (303) FAX TOP OF NORTH ROOF BEYOND FIREPROOFING NOW SHOWN FOR TOP OF NORTH ROOF BEYOND TOP OF NORTH ROOF BEYOND Job Number: Date: Drawn By: Checked By: /2/14 Author Checker Project Phase CONSTRUCTION ADMINISTRATION 3 BRIDGE ROOF DETAIL /15/14 Sheet Title GAYLORD ROOF DETAILS Sheet Number 33.2

4 NOTICE: DUTY OF COOPERATION EXISTING FLOOR INSULATION & FIREPROOFING NOT SHOWN FOR EXISTING FOUNDATION WALL PROVIDE FREE DRAIN GRAVEL AT BASE TO PROTECT WATERPROOFING A STONE VENEER WITH WEEPS ON MORTAR WITH 1" AIR SPACE ON WEATHER BARRIER STEEL ANGLE WITH CONTINUOUS FLASHING AND SEALANT 0' - 2" MIN BRICK VENEER WITH WEEPS WITH 1" AIR SPACE ON WEATHER BARRIER EXISTING STEEL COLUMN FIRST LEVEL (81.6) 100' - 0" STEEL ANGLE WITH CONTINUOUS FLASHING AND SEALANT GRADE VARIES 1 BRICK ANGLE - NORTH BLDG NORTH ELEV /2" = 1'-0" FIREPROOFING NOT SHOWN FOR FIRST LEVEL (81.6) 100' - 0" STONE VENEER WITH WEEPS ON MORTAR WITH 1" AIR SPACE ON WEATHER BARRIER STEEL ANGLE WITH CONTINUOUS FLASHING AND SEALANT PROVIDE FREE DRAIN GRAVEL AT BASE TO PROTECT WATERPROOFING CONCRETE WALK GRAVEL SUBSTRATE PARKING GARAGE SLAB PARKING GARAGE FOUNDATION ' - 2" MIN D1 D(N) SOUTH BUILDING STONE VENEER DETAILS ARE SIMILAR TO 3/ 33.3 STEEL STUD WALL EXTERIOR DENS SHEATHING FIRST LEVEL (81.6) 100' - 0" EXISTING BUILDING FOUNDATION WATERPROOFING AMERICAN HYDROTECH WATERPROOFING ON PARKING GARAGE SLAB AND UP EXISTING BUILDING WHERE THE TWO MEET. PROVIDE TERMINATION OF WP PER MFR DETAILS EXISTING BUILDING FOUNDATION INSULATION & FIREPROOFING NOT SHOWN FOR 3 STONE - NORTH BLDG SOUTH ELEV 1 1/2" = 1'-0" SEE SHEETS 33.5 AND 33.6 ELEVATIONS SHOWING BRICK COURSING FOR MORE INFORMATION c Release of these plans contemplates further cooperation among the owner, his contractor and the architect. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a simple notice to the architect shall relieve the architect from responsibility for the consequences. Changes made from the plans without consent of the architect are unauthorized and shall relieve the architect of responsibility for all consequences arriving out of such changes. THE EDGE AT CITY PARK Job Number: Date: All design, documents and data prepared by Eric Smith Associates, P.C. as instruments of service shall remain property of Eric Smith Associates, P.C. and shall not be copied, changed or disclosed in any form whatsoever without first obtaining the express written consent of Eric Smith Associates, P.C. Drawn By: Checked By: Eric Smith Associates, P.C GAYLORD ST DENVER, COLORADO ERIC SMITH ASSOCIATES, P.C SEVENTH STREET BOULDER, COLORADO, (303) , (303) FAX /2/14 Author Checker 2 STONE ANGLE - NORTH BLDG EAST ELEV /2" = 1'-0" 33 5/15/14 Project Phase CONSTRUCTION ADMINISTRATION Sheet Title BRICK/STONE ANGLE DETAILS Sheet Number 33.3

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