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Permit Review Detail

Permit Number: T01CM00918
Parcel: 125041690

Address:
2331 E 2ND ST

Review Status: Completed

Review Details: RESIDENTIAL BLDG/ZONING/FLOOD/WWM

Permit Number - T01CM00918
Review Name: RESIDENTIAL BLDG/ZONING/FLOOD/WWM
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
04/26/2001 MICHAEL ST. PAUL ZONING REVIEW Approved
05/11/2001 PETER MCLAUGHLIN NPPO REVIEW Passed
05/11/2001 DOUG WILLIAMS FLOODPLAIN REVIEW Approved
05/21/2001 TERRY STEVENS BUILDING-RESIDENTIAL REVIEW Denied PLAN CHECK COMMENTS - PROJECT #T01CM00918

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. RETURN ALL REDLINED
PRINTS. THE FINAL PACKAGE SHALL CONSIST OF TWO DRAWINGS AND RELATED DOCUMENTS, ONE OF
WHICH THE CITY SHALL RETAIN AND THE OTHER SET WHICH WILL BE STAMPED AND RETURNED TO YOU.

2. TO AVOID DELAYS, ENSURE ALL CORRECTIONS HAVE BEEN MADE, ARE COMPLETE AND HAVE BEEN
COORDINATED ON ALL APPLICABLE DETAILS AND NOTES.

NOTE: AS OF 2-02-01 THE CITY OF TUCSON HAS ADOPTED THE 2000 IRC EXCEPT FOR THE PLUMBING PORTION WHICH IS THE STATE PLUMBING CODE. ALL PLANS SHALL BE REFERENCE TO THE PREVIOUS MENTIONED CODES.

SITE PLAN:

1. PROVIDE A MIN. 4' BARRIER BETWEEN NEW SFR AND EXISTING POOL TO MEET POOL CODE.

2. INDICATE THE LOCATION OF ELECTRIC LINE ON THE PROPERTY AND WHERE IT ENTERS THE BUILDING.

3. PROVIDE DISTANCE FROM STRUCTURE TO EXISTING POOLS WATER EDGE AND VERIFICATION THAT THE POOL WAS BUILT TO WITH STAND SURCHARGE FROM NEW STRUCTURE.

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 WALL THICKNESS, FOOTING WIDTH THICKNESS AND DEPTH INTO UNDISTURBED SOIL FOR
EACH FOOTING TYPE AND CONDITION PER TABLE R403.1.

3. ALL FOUNDATION HOLD DOWNS AND ANCHOR BOLT SPACING FOR SHEAR WALLS SHALL BE SPECIFIED AND
LOCATED.

4. CROSS REFERENCE DETAILS TO FOUNDATION PLAN

FLOOR PLANS:

1. PROVIDE ALL WINDOW SIZES AND TYPES, AND DESIGNATE THE OPERABLE PORTION OF WINDOWS, AS WELL
AS THE LOCATIONS OF TEMPERED GLASS PER R308.4.------MISSING AT BAY WINDOWS ON 2ND FLOOR

2. PROVIDE ACCESS TO EACH SEPARATE ATTIC AND CRAWL SPACE THAT EXCEEDS 30SF. DESIGNATE
LOCATIONS ON THE DRAWINGS. OPENINGS SHALL NOT BE LESS THAN 22" BY 30". THE ATTIC ACCESS SHALL
PROVIDE A MINIMUM OF 30" OF HEADROOM, AND SHALL BE LOCATED IN A HALLWAY OR READILY
ACCESSIBLE SPACE PER R807.

3. COMPLY WITH R309.2. PROVIDE ½" GYPSUM BOARD ON ALL WALLS COMMON TO THE GARAGE AND HOUSE.
WHERE SEPARATION IS A FLOOR-CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL
ALSO BE PROTECTED BY A MINIMUM ½" GYPSUM BOARD OR EQUIVALENT. NOTE DOORS BETWEEN HOUSE
AND THE GARAGE SHALL BE MINIMUM 1-3/8" SOLID CORE, PER R309.1

4. THE WALLS AND SOFFITS OF THE ENCLOSED SPACE UNDER STAIRS SHALL BE PROTECTED ON THE ENCLOSED
SIDE WITH ½" GYPSUM BOARD PER R314.8.

5. NOTE THAT BATH TUB AND SHOWER ENCLOSURES SHALL BE FINISHED PER WITH CERAMIC TILE, OR A
LISTED ENCLOSURE, TO A HEIGHT OF 72" ABOVE THE DRAIN PER R702.4 AND R307.2

6. FIREPLACES: - INDICATE FIREPLACE LOCATION, HEARTH SIZE AND MATERIALS, PER R1003.10 OR R1004.2

7. LOCATE AND IDENTIFY SHEAR WALL TYPES AND LOCATIONS. PROVIDE NAILING SCHEDULE.
CHANGES TO SECOND FLOOR WALLS[BAY WINDOWS] CHANGES SHEAR WALLS CALLED FOR IN CALCS.------HAVE ENGINEER OF RECORD REVIEW AND MAKE CHANGES

8. IDENTIFY CEILING HEIGHTS IN ALL AREAS ON FLOOR PLAN. IF SLOPED CEILING, NOTE AVERAGE HEIGHT.

STRUCTURAL PLANS:

NOTE: UNABLE TO DO A COMPLETE REVIEW OF STRUCTURAL ELEMENTS OF THIS PLAN DUE TO CONFLICTING INFORMATION

1. TWO FLOOR FRAMING PLANS SUBMITTED------CLARIFY WHICH IS BEING USED

2. PROVIDE MANUFACTURER'S CALCULATIONS AND DATA FOR PRE-FAB TRUSSES AND GLULAM BEAMS. 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. ALSO, THE
ENGINEER OF RECORD SHALL REVIEW AND "SHOP DRAWING" STAMP APPROVAL ON TRUSS CALCULATIONS.
PROVIDE ROOF TRUSS LAYOUT PLAN CROSS REFERENCED TO TRUSS CALCS.

3. COMPLETELY DETAIL ALL CONNECTIONS AND CROSS-REFERENCE TO THE FOUNDATION AND FRAMING
PLANS:
- TRUSSES TO TOP PLATE
- BEAM TO POST
- POST TO SLAB
- LEDGERS TO FRAME, FRAME TO LEDGERS
- JOIST TO LEDGER
- HANGER TYPES
- HOLD DOWN LOCATIONS AND TYPE
- CONTINUOUS LOAD PATH FOR SHEAR TRANSFER

PROVIDE FOR COVERED WALK WAY DETAILS LISTED ABOVE AS WELL

4. NOTE AND DETAIL TIE STRAPS, FRAMING ANCHORS AND JOIST HANGERS BY TYPE, SIZE AND REQUIRED
ATTACHMENT TO FRAMING MEMBERS.

5. ON THE FLOOR FRAMING PLAN, NOTE AND DETAIL DOUBLE JOISTS PARALLEL TO BEARING PARTITIONS,
DOUBLE TRIMMERS AND HEADER JOISTS AT FRAMED OPENINGS, FRAMING ANCHORS FOR TAIL JOISTS AND
HEADER SUPPORT, AND BRIDGING OR BLOCKING AT THE ENDS AND BEARING POINTS OF THE FLOOR JOISTS.

6. SHOW DETAILS FOR ALL BEARING AND CRITICAL NON-BEARING CONDITIONS.

7. INDICATE AND NOTE POST SIZES, DOUBLE OR TRIPLE STUDS, AND COORDINATE WITH FOUNDATION PLAN.
SEE BEAM CLACS. PROVIDED FOR AMOUNT OF BEARING FOR EACH BEAM

SECTIONS - DETAILS - MISC. NOTES:

1. PROVIDE A BUILDING CROSS-SECTION. MORE THAN ONE MAY BE REQUIRED TO CLEARLY ILLUSTRATE HOW
THE STRUCTURE IS BUILT

2. CROSS-SECTIONS SHALL BE CROSS-REFERENCED TO THE FLOOR PLAN AND FRAMING PLANS.
.---------AS WELL AS CROSS REFERENCED TO DETAILS

PLUMBING PLANS:

1. GAS: PROVIDE THE LENGTH OF LINE TO EACH APPLIANCE, BTU DEMAND OF EACH APPLIANCE, SIZE OF
EACH BRANCH, TOTAL DEMAND & TOTAL DEVELOPED LENGTH FROM METER TO MOST REMOTE
APPLIANCE ON THE SYSTEM PER UPC 1217.2

2. NOTE ON PLAN COMPLIANCE WITH WATER CONSERVATION; WATER CLOSETS 1.6 GALLONS PER FLUSH, SINKS
AND SHOWER HEADS 3 GALLONS PER MINUTE.

3. NOTE ON PLANS THAT SHOWER AND TUB/SHOWER COMBINATIONS THAT HAVE INDIVIDUAL CONTROL
VALVES SHALL BE OF THE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE.

ELECTRICAL PLANS:

1. NOTE THE LOCATION, TYPE AND AMPERAGE OF THE PANEL. NOTE THE GROUNDING AND BONDING METHOD.

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. A RECEPTACLE OUTLET SHALL BE PROVIDED ADJACENT TO THE BASIN IN EACH BATHROOM, PER E3801.6.
BATHROOM OUTLETS SHALL BE ON A SEPARATE 20 AMP CIRCUIT WITH NO OTHER OUTLETS, PER E3603.4..

4. INDICATE THE LOCATION OF CONVENIENCE OUTLET FOR AIR CONDITIONING EQUIPMENT PER E3801.11 AND E3803.4.

5. WHERE CEILING FANS ARE SHOWN ON THE PLANS, PROVIDE A NOTE INDICATING THAT ONLY APPROVED
OUTLET BOXES SHALL BE USED, PER E4001.6.

6. NOTE THAT LIGHT FIXTURES IN CLOTHES CLOSETS SHALL BE INSTALLED IN ACCORDANCE WITH E3903.11.

IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT YOUR ASSIGNED PLANS EXAMINER:
TERRY STEVENS @ 791-5550 EXT. 112
05/22/2001 GERRY KOZIOL WWM REVIEW Approved

Final Status

Task End Date Reviewer's Name Type of Review Description
05/29/2001 DELMA ROBEY OUT TO CUSTOMER Completed