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Permit Review Detail
Review Status: Completed
Review Details: RESIDENTIAL BLDG/WWM
Permit Number - T04CM03353
Review Name: RESIDENTIAL BLDG/WWM
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 08/16/2004 | David Witt | BUILDING-RESIDENTIAL | REVIEW | Denied | PLAN CHECK COMMENTS - PROJECT #T04CM03352 8/19/04 645 S. GOLONDRINA - 1M 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 ¼ 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. FLOOR PLANS: 1. COMPLY WITH R309.2. PROVIDE ½" GYPSUM BOARD ON ALL WALLS COMMON TO THE GARAGE AND HOUSE. NOTE DOORS BETWEEN HOUSE AND THE GARAGE SHALL BE MINIMUM 1-3/8" SOLID CORE, PER R309.1 2. PLEASE INDICATE THE FIREPLACE HEARTH SIZE. STRUCTURAL PLANS: 1. PROVIDE MANUFACTURER'S CALCULATIONS AND DATA FOR PRE-FAB TRUSSES. TRUSS CALCULATIONS MUST BE SIGNED, DATED AND WET-SEALED BY AN ENGINEER WHO IS REGISTERED IN ARIZONA. TRUSS CALCULATIONS SHALL BE CROSS-REFERENCED TO THE FLOOR PLANS. 2. SPECIFY THE HEADER OVER THE 3050 CASEMENT WINDOW IN THE OFFICE / DEN. 6. DETAIL GABLE END BRACING CONNECTIONS. SECTIONS - DETAILS - MISC. NOTES: 1. SHEAR PANEL LEGEND / A2.2 ; THE 7" ANCHOR BOLTS WON'T PROVIDE THE REQUIRED 7" OF EMBEDMENT INTO THE CONCRETE. 2. SHEAR PANEL LEGEND / A2.2 ; THE PAHD42 ISN'T LISTED FOR 1800# ON END STUDS AT OUTSIDE CORNERS. HPAHD22? 3. PLEASE USE THE CURRENT Fb VALUES IN THE BOXED NOTE NEAR THE WALL LEGEND ON A2.2 . 4. HOLD DOWN NOTES / A3.1 ; THE PAHD42 ISN'T LISTED FOR 1800# ON END STUDS AT OUTSIDE CORNERS. HPAHD22 ? PLEASE SHOW THEIR LOCATIONS ON A3.1 . 5. 3 / A7.2 ; SIMPSON "PB" DOESN'T PROVIDE 1" END GRAIN / CONCRETE CLEARANCE. WILL THE POSTS BE PRESSURE TREATED? 6. 2, 8 / A7.2 ; PLEASE PROVIDE THE FOOTING THICKNESS. 7. 1 / A5.1 ; PLEASE SPECIFY THE BOND BETWEEN THE TWO WYTHES. 8. 1 / A5.1 ; PROVIDE A BOND BEAM AT THE TOP OF THE WALL. 9. 1, 2, etc. / A7.1 ; HOW DOES THE CEILING ½" GYP. BOARD COMPLY WITH TABLE R702.3.5, FOOTNOTE D ? 10. 4 / A7.1 ; JUSTIFY THE 3 - 16d LEDGER / STUD CONNECTION. 11. 5 / A7.1 ; PLEASE BLOCK THE RAFTERS AT BEARING. 12. 5 / A7.1 ; HOW DO 2 X 6 RAFTERS ACCOMMODATE R-38 INSULATION ? 13. FRAMING NOTE 10 / A6.1 ; PLEASE UPDATE THE LISTED Fb VALUES. PLUMBING PLANS: 1. JUSTIFY 1-1/4" WATER SERVICE LINE FOR 56 f.u. @ 225'. SEE UPC TABLE 6-4 AND APPENDIX A . ELECTRICAL PLANS: 1. PLEASE PROVIDE A RECEPTACLE BETWEEN THE MASTER BEDROOM FIREPLACE AND THE DOOR. IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT YOUR ASSIGNED PLANS EXAMINER: DAVE WITT @ 791-5550 EXT. 1110 |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 08/20/2004 | CINDY AGUILAR | OUT TO CUSTOMER | Completed |
| 08/20/2004 | ANGIE SHOFFSTALL | REJECT SHELF | Completed |