BLD2021-1154_Site_Plan_8.19.2021_1.55.36_PM_2366113REVISION INFORMATION
LAYOUT NOTES:
A. PER EXCEPTION BY FIRE CODE OFFICIAL IN IFC 605.11.3.3, ACCESS AND VENTILATION REQUIREMENTS IN
SECTIONS 605.11.3.2.1 THROUGH 605.11.3.2.4 ARE TO BE USED.
PER 605.11.3.2, UNDER EXCEPTION 5 (THE 33% RULE) 18" WILL BE MAINTAINED FROM ANY HORIZONTAL RIDGE LINE.
NO OTHER FIRE ACCESS SETBACKS ARE REQUIRED.
B. TOTAL AREA OF ROOF IS APPROXIMATELY 1862FT2. TOTAL ARRAY AREA IS APPROX 250FT2, OR 13% OF TOTAL
ROOF AREA.
GENERAL STRUCTURAL NOTES:
1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE
DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC).
2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL
DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS
AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY
DISCREPANCIES PRIOR TO CONSTRUCTION. SEE ARCHITECTURAL DRAWINGS FOR EXACT
LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS. SEE MECHANICAL
DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS,
TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK.
STRUCTURAL DESIGN OF THE BUILDING IS BASED ON RESISTANCE TO DEAD LOADS, CODE
SPECIFIED LATERAL LOADS, AND MAXIMUM EXPECTED SERVICE LOADS. NO
CONSIDERATION HAS BEEN GIVEN TO LOADS WHICH WILL BE INDUCED BY ERECTION
PROCEDURES. THE CONTRACTOR SHALL VERIFY, TO THE SATISFACTION OF HIMSELF AND
THE OWNER, THE ABILITY OF THE STRUCTURE TO RESIST ALL ERECTION LOADS WITHOUT
EXCEEDING THE ALLOWABLE STRESSES OF THE MATERIALS USED. WHERE ERECTION
LOADS WOULD OVERSTRESS THE STRUCTURE, THE CONTRACTOR SHALL SUBMIT DESIGN
DOCUMENTS FOR TEMPORARY BRACING AND STRENGTHENING, INCLUDING FABRICATION
AND ERECTION DRAWINGS, TO THE ARCHITECT FOR REVIEW. THESE DOCUMENTS SHALL
BEAR THE SEAL AND SIGNATURE OF A REGISTERED STRUCTURAL ENGINEER IN THE STATE
OF WASHINGTON. THE CONTRACTOR SHALL PROVIDE, INSTALL AND IF NECESSARY
REMOVE SUCH TEMPORARY WORK AS REQUIRED.
4. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT
AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION.
CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT.
5. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE
CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE OF SIMILAR CHARACTER TO
DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO
REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER.
6. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD
ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY,
HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY
THE SUPPLIER.
ARRAY PLAN
NORTHWEST ELECTRIC & SOLAR SYSTEM DESCRIPTION CONTRACTOR FILE NAME SHEET NO. DATE
18001 73RD AVE NE
.\Logos\NWElectricSolnrLogo_0917 - Copy,;pg
KENMORE, WA 98028 4.8 KWDC ROOF -MOUNTED SOLAR ARRAY @ NORTHWEST ELECTRIC & NWES ANDERSON AUG 6,
. CONTACT: IAN ROBINSON ANDERSON RESIDENCE
425-606-0591 1037 GLEN ST, EDMONDS, WA 98020 SOLAR SITE PLAN RO 1/1 2021
IAN@NWSOLAR.COM LICENSE NO. NORTHES876MA