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Permit Number: T07CM02771
Parcel: 117020760

Review Status: Completed

Review Details: RESIDENTIAL BLDG/WWM

Permit Number - T07CM02771
Review Name: RESIDENTIAL BLDG/WWM
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
07/18/2007 GERRY KOZIOL WWM REVIEW Approved
07/20/2007 DAVE WITT BUILDING-RESIDENTIAL REVIEW Denied PLAN CHECK COMMENTS - PROJECT #T07CM02771

8/1/07 320 E. SPEEDWAY BLVD.

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 2006 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.


SITE PLAN:

1. PLEASE LOCATE THE WATER METER AND THE WATER LINE, AND SIZE, TO THE HOUSE.

FOUNDATION PLANS:

1. PROVIDE A FOOTING FOR THE STAIRS

FLOOR PLANS:

1. PLEASE LOCATE THE BRACED WALL PANELS. SEE R602.10

2. COMBUSTION AIR FOR THE FURNACE CANNOT BE TAKEN FROM BEDROOMS OR BATHS. SEE M1701.4

3. PLEASE PROVIDE 5/8" TYPE-X GWB ON CEILING OF WORKSHOP TO CONSIDER IT AS PART OF THE GARAGE OR PROVIDE A SOLID CORE, SELF-CLOSING DOOR BETWEEN THE SHOP AND THE GARAGE IN ORDER TO CONSIDER THEM SEPARATE. SEE R309.2

4. NOTE THAT BATHTUB AND SHOWER ENCLOSURES SHALL BE FINISHED WITH A NON-ABSORBENT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN PER R307.2

5. PROVIDE SHOP DRAWINGS FOR STAIRWAY.

14. LOCATE AND IDENTIFY SHEAR WALL TYPES AND LOCATIONS. SEE R602.10 AND FIGURE R602.10.6.2 . PLEASE PROVIDE DETAILS.

STRUCTURAL PLANS:

1. SPECIFY DESIGN CRITERIA ON PLANS. VALUES FOR FLOOR DEAD LOAD AND LIVE LOAD, ROOF DEAD LOAD
AND LIVE LOAD.


SECTIONS - DETAILS - MISC. NOTES:

1. 4 / C-1 ; PROVIDE REINFORCEMENT FOR PILLAR.

2. 12 / S-3 ; PLEASE PROVIDE THE BOLTING, SIZE AND SPACING, OF THE LEDGER TO THE RIM JOIST AND THE NAILING OF THE RIM JOIST TO THE TOP PLATE OF THE WALL BELOW.

3. 10, 11, 12 / S-3 ; HOW ARE THE FIRST AND SECOND FLOOR STUDS CONNECTED? IF WITH THE OSB, PLEASE MAKE PROVISIONS FOR THE LOCATION OF THE OSB HORIZONTAL JOINT.

4. 6 / S-3 ; PLEASE NOTE THE DEPTH OF THE FOOTING.

5. 9 / S-3 ; THE "CBPC" DOESN'T RAISE THE POST'S END GRAIN 1" ABOVE THE FLOOR. HOW DOES THIS COMPLY WITH R 319.1.4 ?

6. PLEASE SPECIFY SPECIFIC JOIST HANGERS FOR THE I-JOISTS AND THE BEAM IN 5 / S-4 .

7. 4 / S-4 ; SHOULD THE "H 2.5" BE LOCATED AT EACH RAFTER OR STUD? WHAT HOLDS THE RAFTER DOWN?

8. 4 / S-4 ; PLEASE RECONSIDER THE 8d RAFTER TO PURLIN CONNECTION. SHOULD THESE BE 16d?

9. GSN #2 , #11 / S-1 ; PLEASE REFER TO THE 2006 I.R.C.

10. GSN #8 / S-1 ; SHOULD THE 1500PSF ALLOWABLE SOIL BEARING CAPACITY BE A MAXIMUM INSTEAD OF A MINIMUM?

11. 5, 6, 10 / S-3 ; PLEASE PROVIDE THE NAILING SCHEDULE.

12. 7 / S-4 ; PROVIDE DIMENSIONS.

13. 7 / S-4 ; SIMPSON DOESN'T LIST VALUES FOR AN "A-34" IN THIS CONFIGURATION. THE NAILS ARE IN TENSION vs. SHEAR.

14. HOW DOES THE PORTAL FRAMING, GARAGE DOOR FRAMING, CONFORM TO FIGURE R 602.10.6.2 ?

15. PLEASE PROVIDE THE SPACING OF THE STUDS IN THE EXTERIOR WALLS.

16. 4, 5 / A-3 ; BWP METHOD 3 REQUIRES THE STRUCTURAL PANEL TO BE NAILED DIRECTLY TO THE STUD NOT THROUGH THE EPS . SEE R602.10

17. PLEASE PROVIDE A GUARD RAIL DETAIL.

18. 2 / A-6 , NOTE 5 ; HOW WILL THE PARAPET BE BRACED LATERALLY?

19. ENERGY VALUES / A-7 ; PLEASE CHANGE THE 2003 IRC TO THE2006 IRC AND ZONE 5 TO ZONE 2 AND ADJUST THE VALUES.


PLUMBING PLANS:

1. 4 / P-1 ; TRAPS AND VENTING DON'T APPEAR TO BE IN ACCORD WITH THE 2006 U.P.C. (S-TRAPS, COMBINATION WASTE AND VENT, ….). SEE UPC SECTIONS 910, 1002.2, 1002.4, 1004.0 .

2. THE WATER DEPARTMENT, 791-2658, GAVE ME 40-47psi AS THE PRESSURE RANGE. PLEASE JUSTIFY THE 50psi YOU'VE LISTED AND THEN THE 60psi THAT YOU'VE USED. PLEASE RECHECK THE WATER DISTRIBUTION SIZES.


3. PLEASE INCLUDE THE EXISTING WATER FIXTURE UNITS IN THE LOAD CALCULATIONS IF THE WATER COMES THROUGH THE EXISTING DISTRIBUTION SYSTEM. IS THE ¾" WATER METER AND EXISTING SYSTEM ADEQUATE TO SUPPLY BOTH THE EXISTING AND PROPOSED FIXTURE UNITS? WHERE IS THE CONNECTION MADE?

4. GAS RISER / P-1 ; ½" GAS FOR 65,000 BTUH AT 125' FOR THE HEATER APPEARS TO BE INADEQUATE. SEE THE 2006 UPC TABLE 12-8 .

5. NOTE ON PLAN COMPLIANCE WITH WATER CONSERVATION; WATER CLOSETS 1.6 GALLONS PER FLUSH, SINKS
AND SHOWERHEADS 3 GALLONS PER MINUTE.

ELECTRICAL PLANS:

1. RECEPTACLES ARE REQUIRED WITHIN 6' OF DOOR OPENINGS AND NOT OVER 12' APART AND ANY WALL 2' WIDE AND WIDER REQUIRE RECEPTACLES. SEE IRC E3801.2.1 AND E3801.2.2 .

2. THE LIGHT FIXTURE LOCATED OVER THE SHOWER, TUBS ALSO, IS REQUIRED TH BE LISTED AS APPROVED FOR USE IN WET AREAS. SEE E3903.8 AND E3903.10 .

3. PLEASE CHECK THE SPACING OF THE RECEPTACLES AT THE KITCHEN TOP BETWEEN THE RANGE AND THE SINK. SEE E3801.4.1 .

4. CIRCUIT 10 ISN'T PERMITTED TO SERVE BOTH THE BATH AND THE KITCHEN. SEE E3603.2 AND E3603.4

5. PLEASE 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.

6. PLEASE PROVIDE POWER FOR THE GAS HEATER.

EXTERIOR LIGHTING:

1. THE NUMBER OF UNSHIELDED LUMENS, 4810 TOTAL, APPEARS TO EXCEED THE 2160 ALLOWED UNSHIELDED LUMEN.



IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT YOUR ASSIGNED PLANS EXAMINER:
DAVE WITT @ 837-4910

Final Status

Task End Date Reviewer's Name Type of Review Description
08/09/2007 GERARDO BONILLA APPROVAL SHELF Completed
08/09/2007 GERARDO BONILLA OUT TO CUSTOMER Completed
08/09/2007 GERARDO BONILLA REJECT SHELF Completed