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Permit Review Detail
Review Status: Completed
Review Details: RESIDENTIAL BLDG/WWM
Permit Number - T03CM01948
Review Name: RESIDENTIAL BLDG/WWM
Review Status: Completed
Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
---|---|---|---|---|---|
05/01/2003 | GERRY KOZIOL | WWM | REVIEW | Denied | Needs credit evaluation, 8th floor, 740-6500 |
05/27/2003 | DAVE WITT | BUILDING-RESIDENTIAL | REVIEW | Denied | PLAN CHECK COMMENTS - PROJECT #T03CM01948 5/27/03 909 E. ADAMS PLAN REVIEW FOR THE ABOVE REFERENCED STRUCTURE HAS BEEN COMPLETED. THIS LETTER REFLECTS COMMENTS TO BE ADDRESSED. IN ORDER TO FACILITATE A SHORTER BACK CHECK TIME, WE REQUEST THAT YOU PLEASE PROVIDE REVISED PLANS AND CALCULATIONS, HIGHLIGHTING ANY CHANGES, ALONG WITH A WRITTEN RESPONSE TO EACH OF THE NOTED ITEMS INDICATING ACTION TAKEN. SCOPE OF REVIEW: THE SCOPE OF THIS PLAN REVIEW COVERS ARCHITECTURAL, PLUMBING, MECHANICAL, MODEL ENERGY AND ELECTRICAL CODES. ALL CODE REFERENCES ARE TO THE 2000 IRC AND STATE PLUMBING CODE. ALL FEATURES WERE CHECKED ONLY TO THE EXTENT ALLOWED BY THE SUBMITTALS PROVIDED. ALL PORTIONS OF THIS PROJECT ARE ASSUMED TO MEET OR WILL MEET OTHER DEPARTMENTAL REQUIREMENTS, CONDITIONS AND CONCERNS BEFORE PERMIT APPROVAL. GENERAL REQUIREMENTS: 1. ALL PLANS SHALL BE LEGIBLE AND A SCALE NO SMALLER THAN ΒΌ INCH = 1-FOOT SHALL BE USED FOR ALL FLOOR PLANS, FRAMING PLANS AND ELEVATIONS. DETAILS &CROSS SECTIONS AT A MINIMUM 3/8 INCH = 1-FOOT SCALE. 2. ALL CORRECTIONS AND REVISIONS SHALL BE MADE ON THE ORIGINAL TRACINGS AND TWO NEW SETS OF PRINTS OR (1) SEPIA & (1) BLUE LINE SHALL BE RETURNED ALONG WITH ALL REDLINE PRINTS. 3. PEN OR PENCIL CORRECTIONS ON FINAL PRINTS WILL NOT BE ACCEPTABLE. TO AVOID DELAYS ENSURE ALL CORRECTIONS HAVE BEEN MADE, ARE COMPLETE AND HAVE BEEN COORDINATED ON ALL APPLICABLE DETAILS AND NOTES. 4. ALL ENGINEERS AND ARCHITECTS INVOLVED IN THE DESIGN OF THE STRUCTURE ARE TO SEAL THE RELATED SHEETS OF PLANS, DETAILS AND CALCULATIONS. THIS IS IN ACCORDANCE WITH THE RULES OF THE STATE BOARD OF TECHNICAL REGISTRATION. FOUNDATION PLANS: 1. NOTE ON THE DRAWINGS THE ALLOWABLE SOIL BEARING PRESSURE USED IN THE DESIGN OF THE FOOTINGS, OR STATE THAT THE ASSUMED VALUE OF 1500 PSF IS BEING USED, PER TABLE R401.4.1, A SOILS REPORT IS NOT REQUIRED. IT IS UP TO THE DESIGNER/HOMEBUILDER TO BE AWARE OF THE SOIL AND CONDITIONS OF THE SITE. IF SOIL TESTING HAS BEEN DONE, A COPY OF THE SOILS REPORT SHALL BE SUBMITTED WITH THE CONSTRUCTION PLANS, AND THE FOUNDATION DESIGN SHALL REFLECT THE SOILS REPORTS RECOMMENDATIONS. 2. PLEASE ILLUSTRATE THE REQUIRED LANDINGS AT THE DOORS. FLOOR PLANS: 1. NOTE THAT BATHTUB ENCLOSURES SHALL BE FINISHED PER p2710 WITH CERAMIC TILE, OR A LISTED ENCLOSURE, TO A HEIGHT OF 72" ABOVE THE DRAIN PER R702.4 AND R307.2 2. LOCATE AND IDENTIFY SHEAR WALL TYPES AND LOCATIONS. SEE PLAN #1,WEST WALL. ADD HOLD DOWNS TO THE FOUNDATION PLAN. STRUCTURAL PLANS: 1. PLEASE CLARIFY THE RAFTERS AT THE FRONT OF THE UNITS. 2. DIMENSION THE LOCATION OF THE 6X12 ROOF BEAMS. 3. PLEASE CLARIFY THE SECOND SENTENCE OF PARAGRAPH TWO OF THE FRAMING NOTES ( "PD"?, 1450 IS THE OLD REPEDITIVE STRENGTH OF #2DF) SECTIONS - DETAILS - MISC. NOTES: 1. CROSS-OUT ALL DETAILS AND NOTES THAT DO NOT APPLY OR WERE NOT USED. 2. SECTION A, PLAN #1 ON SHEET 4 , INSTEAD OF 3 / 4 SHOULD IT BE CALLED OUT AS 3 / 2 ? PLUMBING PLANS: 1. PLUMBING NOTES SHOULD REFER TO THE UPC AS ADOPTED. 2. NOTE ON PLANS THAT TUB / SHOWER COMBINATIONS THAT HAVE INDIVIDUAL CONTROL VALVES SHALL BE OF THE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE. ELECTRICAL PLANS: 1. A RECEPTACLE IS REQUIRED FOR THE PENINSULA IN THE KITCHEN OF PLAN #1 2. PROVIDE AN EXTERIOR OUTLET AT GRADE LEVEL LOCATED AT BOTH THE FRONT AND BACK OF THE DWELLING, PER E3801.7. THESE OUTLETS SHALL BE GFI PROTECTED PER E3802.3. 3. ELECTRICAL NOTES, CLOSET LIGHTING IS ADDRESSED IN E3903.11 . 4. RECEPTACLE IS MISSING ON THE NORTH WALL OF THE STUDY IN PLAN #2 . 5. PLEASE SIZE THE FEEDERS. IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT YOUR ASSIGNED PLANS EXAMINER: DAVE WITT @ 791-5550 EXT. 1110 |