HomeMy WebLinkAboutR-3693115y
J
METAL ROOFING SYSTEM
PROVIDE AND INSTALL A COMPLETE, WEATHERTIGHT ROOFING SYSTEM,
INCLUDING INTEGRAL FLASHING AND VENTED RIDGE ASSEMBLY.
SUPPLIER: TAYLOR METAL PRODUCTS, SALEM, OR; OR EQUIVILENT
APPROVED BY ENGINEER.
WARRANTY: 30 YEARS ON PAINT FINISH, 50 YEARS ON RUST THROUGH
ROOF PANELS:
A. PROFILE: 1 1/8" BY 12" PANELS W/ SNAP -TOGETHER LOCK SEAMS
B. MATERIAL: 26 GAUGE STEEL, CONFORM TO ASTM A-653 G-90 HOT
DIP GALVANIZED
C. FINISH: THREE COAT, THERMO-CURED W/ 70% RESINS
FASTENERS: GALVANIZED; DESIGN FOR MINIMUM OF 55 PSF WIND UPLIFT.
PANEL FABRICATION: FABRICATE PANELS AT FACTORY.
ROOFING SHALL BE DARK COLORED. COORDINATE COLOR SELECTION WITH
THE CITY OF RENTON PUBLIC WORKS DEPARTMENT.
MAN DOOR
PROVIDE AND INSTALL ALL COMPONENTS FOR A COMPLETE DOOR, FRAME AND
LOCKSET.
PRODUCTS:
A. DOOR: AMWELD 25LE SERIES, BY AMWELD BUILDING PRODUCTS,
GARRETTSVILE, OH, OR EQUIVALENT APPROVED BY ENGINEER; FULL
FLUSH, 1-3/4" THICK, 18GA PANELS, GALVANIZED FINISH, POLYSTYRENE
INSLULATING CORE W/ FULL ADHESIVE BOND.
B. FRAME: AMWELD 400 SERIES, OR EQUIVALENT APPROVED BY ENGINEER;
16 GA GALVANIZED MATERIAL, WELDED AND GROUND SMOOTH
CONSTRUCTION.
C. CYLINDERS: THE CONTRACTOR SHALL FURNISH AND INSTALL ALL
SCREW -IN TYPE CYLINDERS AND KEYWAYS TO ESTABLISH THE FACILITY
STANDARD. THE CONTRACTOR SHALL PROVIDE CONSTRUCTION CYLINDERS
AND KEYS FOR USE DURING CONSTRUCTION. FOLLOWING ACCEPTANCE,
OWNER WILL RE -KEY THE CYLINDERS WITH BESTLOCK 5AAA CYLINDERS.
D. DESIGN: PROVIDE LEVER HANDLES AT ALL LOCKSETS OF THE BEST 9K
SERIES, UNLESS OTHERWISE NOTED.
E. STRIKES: PROVIDE EACH LOCKSET, HANDSET, OR DEADLOCK WITH A BOX
STRIKE. PROVIDE STANDARD TYPE STRIKES WITH EXTENDED LIPS WHERE
REQUIRED TO PROTECT ADJACENT TRIM FROM BEING MARRED BY LATCH
BOLT. VERIFY CUTOUT TYPES PROVIDED IN METAL FRAMES.
F. FILL METAL FRAME WITH GROUT AFTER INSTALLATION.
SPECIAL INSPECTION PROGRAM
TYPES OF WORK
CONTINUOUS
PERIODIC
SOILS
GRADING, EXCAVATION & FILL
X
CONCRETE
PLACEMENT OF REINFORCING STEEL
X
PLACING OF REINFORCED CONCRETE
X
STRUCTURAL MASONRY
UNIT PLACEMENT
X
PLACEMENT OF REINFORCING STEEL
X
GROUT SPACE
X
GROUT PLACEMENT
X
ADHESIVE ANCHOR INSTALLATION
X
WOOD
WOOD DIAPHRAGM FASTENING
X
CONCRETE ANCHORS
X
FEDAID: STPUL-1276(004)
HPP-1276(005)
IS BASED UPON INFORMATION
PROVIDED BY THE CONSTRUCTION
CONTRACTOR TO THE CITY OF
RENTON, THE CORRECTNESS TO THIS
*J BergerABAM
33301 9th Avenue South, Suite 300
Federal Way, Washington 98003-2600
(206) 431-2300 Fax:(206) 431-2250
SPECIAL INSPECTION PROGRAM NOTES:
1. PROVIDE SUFFICIENT ADVANCED NOTIFICATION OF CONSTRUCTION ACTIVITIES
TO THE ENGINEER AND OWNER TO ALLOW FOR INSPECTION OF WORK.
2. MAINTAIN ACCESS TO WORK REQUIRING INSPECTION UNTIL IT HAS BEEN
INSPECTED AND INDICATED TO BE IN CONFORMANCE.
3. DEFINITIONS:
A. CONTINUOUS INSPECTION: THE INSPECTOR IS OBSERVING THE WORK
REQUIRING INSPECTION AT ALL TIMES.
B. PERIODIC INSPECTION: THE INSPECTOR IS ON SITE AS REQUIRED TO
CONFIRM THAT THE WORK REQUIRING INSPECTION IS IN CONFORMANCE.
4• SPECIAL INSPECTIONS SHALL CONFORM TO SECTIONS 1704 AND 1707 OF
THE 2009 IBC.
5• SPECIAL INSPECTIONS AND ASSOCIATED TESTING SHALL BE PERFORMED BY
THE OWNER.
6. THE SPECIAL INSPECTOR SHALL OBSERVE THE INDICATED WORK FOR
COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. ALL
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE
CONTRACTOR FOR CORRECTION AND NOTED IN THE INSPECTION REPORTS.
7. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH
INSPECTION TO THE BUILDING OFFICIAL, ENGINEER, CONTRACTOR, AND
OWNER. THE SPECIAL INSPECTION AGENCY SHALL SUBMIT A FINAL REPORT
INDICATING THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED AND
IS IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND
THAT ALL DISCREPANCIES NOTED IN THE INSPECTION REPORTS HAVE BEEN
CORRECTED.
STRUCTURAL TESTING REQUIREMENTS
1. STRUCTURAL FILL OR BACK -FILL: VERIFY COMPACTION WITH RANDOM FIELD
DENSITY TESTS.
2• CONCRETE, GROUT, AND MORTAR: VERIFY STRENGTH WITH COMPRESSION
TESTING OF FIELD SAMPLES.
STRUCTURAL OBSERVATIONS
1. STRUCTURAL OBSERVATIONS SHALL CONFORM TO SECTION 1709 OF THE 2009 IBC
STRUCTURAL OBSERVATIONS SHALL BE MADE AT THE FOLLOWING STAGES IN THE
CONSTRUCTION:
* PRIOR TO FIRST CONCRETE POUR
* DURING MASONRY CONSTRUCTION.
* DURING ROOF SHEATHING INSTALLATION.
2• STRUCTURAL OBSERVATIONS SHALL BE PERFORMED BY THE ENGINEER OF RECORD
OR HIS DESIGNEE.
* THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER IN ADVANCE
OF THE STAGES LISTED ABOVE.
3• THE ENGINEER OR HIS DESIGNEE SHALL OBSERVE THE INDICATED WORK FOR
GENERAL COMFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS.
ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE
CONTRACTOR FOR CORRECTION AND NOTED IN THE OBSERVATION REPORTS.
4• THE ENGINEER SHALL FURNISH OBSERVATION REPORTS FOR
EACH SITE OBSERVATION TO THE OWNER.
GUTTERS AND DOWNSPOUTS
1. GUTTERS AND DOWNSPOUTS SHALL BE MANUFACTURED, FORMED GUTTERS AND
DOWNSPOUTS OF ZINC -COATED STEEL PRE -PAINTED TO MATCH METAL ROOF COLOR.
THICKNESS OF GUTTERS AND DOWNSPOUTS SHALL BE 0.028 INCH, MINIMUM. GUTTERS
SHALL HAVE CONTINUOUS REMOVABLE LEAF SCREEN WITH SHEET METAL FRAME.
RECORD - MCH
DRAWING jCH-j4AS
VKB
NO. REVISION BY DATE APP
WAS SHOWN CITY OF
V RENTON
DATUM Public Works Department
Approved For Construction
Kuc kco�ixcw Rohert M. Hanson P.F. F
STRANDER BOULEVARD EXTENSION
PHASE 1, SEGMENT 2A
STORM PUMP STATION
STRUCTURAL NOTES - SHEET 2
R-3693115
5/20/15
PS-23