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Permit Review Detail
Review Status: Completed
Review Details: RESIDENTIAL BLDG/ZONING/FLOOD/WWM
Permit Number - T02CM03243
Review Name: RESIDENTIAL BLDG/ZONING/FLOOD/WWM
Review Status: Completed
Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
---|---|---|---|---|---|
07/09/2002 | DAVID RIVERA | ZONING | REVIEW | Approved | |
07/09/2002 | DAVID RIVERA | NPPO | REVIEW | Passed | |
07/09/2002 | ANY | FLOODPLAIN | REVIEW | Approved | |
07/23/2002 | TERRY STEVENS | BUILDING-RESIDENTIAL | REVIEW | Denied | PLAN CHECK COMMENTS - PROJECT #T02CM03243 7/22/02 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. GENERAL REQUIREMENTS: 1. 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. 2. 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. 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. DIMENSION THE DEPTH INTO UNDISTURBED SOIL FOR EACH FOOTING TYPE AND CONDITION PER TABLE R403.1.----------DETAIL 2/3 APPEARS TO BE INADEQUATE 3. LOCATE AND DETAIL ALL FOOTINGS FOR THE FOLLOWING: - INTERIOR BRACED WALLS-----ANCHOR BOLTS - INTERIOR FOOTING MISSING AT GARAGE/ ENTRY BEARING WALL AREA 4. ALL FOUNDATION HOLD-DOWNS AND ANCHOR BOLT SPACING FOR BRACED WALLS SHALL BE SPECIFIED AND LOCATED.----------NOTE: PAHD42 HOLD DOWNS DO NOT HAVE THE REQUIRED 1800# OF UPLIFT WHEN USED WITH IN 8" OF A CORNER--------A HPAHD22 MEETS THIS REQUIREMENT FLOOR PLANS: 1. NOTE ON PLANS: GLASS IN HAZARDOUS AREAS, WINDOWS WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF A DOOR SHALL BE SAFETY GLASS. IRC R308.4[#5].----------INDICATE WHICH WINDOWS REQUIRE SAFETY GLAZING STRUCTURAL PLANS: 1. PROVIDE COMPLETE ROOF AND FLOOR FRAMING PLANS. SHOW SIZE, SPACING AND SPAN OF ALL FRAMING MEMBERS, TRUSSES, JOISTS, RAFTERS, BEAMS, GLULAMS, LINTELS, HEADERS, LEDGERS AND BLOCKING. MISSING BEAM SIZE AT FRONT PORCH MISSING HEADER AT BEDROOM #3 2. COMPLETELY DETAIL ALL CONNECTIONS AND CROSS-REFERENCE TO THE FOUNDATION AND FRAMING PLANS: - RAFTERS TO BEAM-----DETAIL 7/5 - I-JOISTS TO LEDGER----BEARING AND NONBEARING-----MISSING - BEAM TO POST----PROVIDE SUPPORT UNDER BEAM----NOT ON BOLTS ONLY---DETAIL 7/5 - POST TO SLAB-----PROVIDE 1" CLEARANCE UNDER POST -----DETAIL 7/5 - HANGER TYPES --------MISSING DETAILS 1/5 3. NOTE AND DETAIL TIE STRAPS FRAMING ANCHORS AND JOIST HANGERS BY TYPE, SIZE AND REQUIRED ATTACHMENT TO FRAMING MEMBERS. 4. DETAIL ALL SHEAR CONNECTIONS FROM THE FOUNDATION TO THE ROOF PLYWOOD. -------MISSING FOR INTERIOR BRACED WALLS SECTIONS - DETAILS - MISC. NOTES: 1. DETAIL AND NOTE ALL MASONRY WALL REINFORCEMENT PER R606.11.2.2.3. MISSING FOR CMU WALLS UNDER POSTS AT PORCH IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT YOUR ASSIGNED PLANS EXAMINER: TERRY STEVENS @ 791-5550 EXT. 112 |
07/29/2002 | GERRY KOZIOL | WWM | REVIEW | Approved |
Final Status
Task End Date | Reviewer's Name | Type of Review | Description |
---|---|---|---|
07/30/2002 | LISA LESNY | OUT TO CUSTOMER | Completed |