City of Tucson

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Permit Number: T08CM01716

Parcel: 116300130

Address:

2110 S TWINKLING STARR DR

Review Status: Completed

Review Details: RESIDENTIAL BLDG/WWM

Permit Number - T08CM01716

Review Name: RESIDENTIAL BLDG/WWM

Review Status: Completed

Search:

Review Date	Reviewer's Name	Type of Review	Description	Status	Comments
06/04/2008	DAVE MANN	FIRE	REVIEW	Denied	Fire sprinklers are required because of access and distance to hydrant. The 3/4 meter shown on the plans is too small for a sprinkler system per Tucson Water.
06/12/2008	GERRY KOZIOL	WWM	REVIEW	Denied	NEED TO SHOW LOCATION OF CONNECTION TO PUBLIC SEWER (PLUMBING PLAN NEEDS TO SHOW CONNECTION TO ON SITE SEWER & CLEARLY IDENTIFY ON SITE PLAN LOCATION OF CONNECTION TO PUBLIC SEWER)
06/23/2008	DAVE WITT	BUILDING-RESIDENTIAL	REVIEW	Denied	PLAN CHECK COMMENTS - PROJECT #T08CM01716 6/30/08 2110 S. TWINKLING STARR DR. 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 THE IECC. 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. THE PLUMBING PAGE SPECIFIES A 1" WATER METER WHICH APPEARS TO BE REQUIRED. PLEASE RESOLVE THE DISCREPANCY. FOUNDATION PLANS: 1. PLEASE PROVIDE A FOOTING BETWEEN THE MASTER BEDROOM AND THE CLOSET WALL. 2. PLEASE INDICATE THE FFE OF THE PORCHES AND THE LIVING ROOM TO REFLECT THE INCLUSIVE HOME DESIGN. FLOOR PLANS: 1. INCLUSIVE HOME PLAN, NOTE #1 / COVER SHEET ; PLEASE CHANGE TO CITY OF TUCSON. 2. INCLUSIVE HOME DESIGN, NOTE #2 / COVER SHEET ; PLEASE CHANGE TO 2006 IRC. 3. DIMENSION PLAN / 3 ; DIMENSION THE BWPs AT THE GARAGE DOORS. 4. DIMENSION PLAN / 3 ; DIMENSION THE DEPTH OF THE BACK PORCH. 5. DIMENSION PLAN / 3 ; DIMENSION THE LOCATION OF THE POSTS ON THE BACK PORCH. 6. DIMENSION PLAN / 3 ; DIMENSION THE OPENING TO THE HALL BETWEEN THE HALL AND THE BREAKFAST AREA. 7. PROVIDE A CROSS SECTION OF THE FIREPLACES. STRUCTURAL PLANS: 1. THE GARAGE DOORS ARE DIFFERENT THAN THE ELEVATIONS. FOUNDATION ALSO. 2. HOW WILL HEADERS BE PROVIDED FOR THE CURVED WALL AT THE SITTING ROOM AND THE BREAKFAST ROOM THE CURVED 3. SPECIFY LUMBER GRADE AND SPECIES. 4. 6X12 #2 DF APPEARS INADEQUATE FOR THE BACK PORCH BEAM. 5. DIMENSION THE OVER HANGS. 6. AN I-JOIST BY i-LEVEL, FORMERLY TRUS-JOIST, CAN CANTILEVER ONLY HALF OF THE SPAN, MAX, BEAM TO HOUSE. SEE DETAIL R3 IN THEIR CATALOG. PLEASE PROVIDE A DETAIL TO CANTILEVER THE PORCH OVERHANG. 7. SHEAR WALL PLAN / S1 ; PLEASE PROVIDE HOLD DOWNS AT THE BRACED WALL PANEL ON THE BACK PORCH BY THE ANGLE IN THE WALL. R602.10 8. SHEAR WALL PLAN / S1 ; PLEASE PROVIDE HOLD DOWNS AT THE BWPs AT EACH SIDE OF THE OFFICE'S 5040. ELEVATIONS: 1. THE GARAGE DOORS DIFFER FROM PLAN TO PLAN. PLEASE RESOLVE. 2. PLEASE DIMENSION HEIGHT OF CHIMNEY ABOVE THE PARAPET. R1003.9 SECTIONS - DETAILS - MISC. NOTES: 1. 2 / 5 ; PLEASE DOUBLE THE TRIMMER RAFTERS BY THE SKY LITE. R802.9 2. 1 / 6 ; DESCRIBE THE SLAB REINFORCEMENT. 3. 1 / 6 ; DESCRIBE THE PLYWOOD SHEATHING. 4. 1 / 6 ; DESCRIBE THE 2X STUDS, 2X4, 2X6….. . INSULATION. 5. 1 / 6 ; DESCRIBE THE 2X STUDS AND THE WALL COVERING. 6. 4 / 6 ; ARE THE 3 - #4s CONTINUOUS OR EACH WAY? 7. 4 / 6 ; PLEASE CHECK THE DESCRIPTION OF THE SIMPSON "APS 6". I COULDN'T FIND IT IN THEIR CATALOG. 8. 5 / 6 ; PLEASE DESCRIBE THE EXTERIOR SIDING MATERIAL. 9. 6 / 6 ; AN 8" ANCHIR BOLT DOESN'T PROVIDE 7" EMBEDMENT. R403.1.6. 10. 6 / 6 ; THE TIE BAR'S LENGTH INTO THE SLAB DIFFERS FROM 22 / 6. THEY SHOULD BE AT THE SAME SPACING AS THE VERTICALS IN ORDER TO BE IN A GROUTED CELL. 11. 6 / 6 ; DESCRIBE THE EXTERIOR SIDING MATERIAL. 12. 7, 8 / 6 ; VENTS ARE REQUIRED IF THERE IS AN AIR SPACE BETWEEN THE INSULATION AND THE ROOF DECK. 13. JOIST HANGERS ; SIMPSON DOESN'T LIST A "MIT" HANGER FOR A 9 ½" , 210-I JOIST.THE MIT11.88MENTIONED IS OKAY FOR THE 11 7/8", 210, AS A "MIT3511.88 AND FOR THE 11 7/8", 530 A "MIT 411.88 WILL FIT. 14. 10 / 6 ; PLEASE SPECIFY THE DROPPED CEILING JOISTS AND CLEATS. 15. 10 / 6 ; 8d NAILS APPEAR TO BE INADEQUATE FOR 2X NAILING. PLEASE CHECK WITH THE I-JOIST PEOPLE. RICK LEON @ 1-602-448-0473, ABOUT NAILING INTO THE SIDE OF TOP OR BOTTOM CHORD OF AN I-JOIST. 16. 10 / 6 ; NAILING AN H2.5 INTO THE SIDE OF AN I-JOIST ISN'T RECOMMENDED. I HAVE A CALL INTO i LEVEL TO CHECK. REMIND ME TO GIVE YOU A NAIL CHART FOR I LEVEL I-JOISTS 17. 11 / 6 ; THE H2.5 HAS INADEQUATE NAILING INTO THE STUD FOR THIS CONNECTION. THE STUD SHOULD BE CONNECTED TO THE BEAM. H8, H2.5T,…….? 18. 12 / 6 ; PROVIDE VENTILATION FOR THE 1" AIR SPACE BETWEEN THE INSULATION AND THE ROOF DECK. R806 19. 13,14 / 6 ; "CB" DOESN'T RAISE THE END OF THE POST 1" ABOVE THE SLAB. CBSQ ? R319.1.4 20. 16 / 6 ; EITHER TURN THE BEAM SEAT TO LEAN LEFT OR NOTE THAT THE BEAM IS TO BE POSITIONED TO PROVIDE 3 ½" END DISTANCE FOR THE BOLT. NDS TABLE 8.5.4 . 21. 18,19 / 6 ; HOW MANY 16d NAILS FOR THE LEDGER TO STUD CONNECTION? 22. 18 / 6 ; PLEASE PROVIDE FIRE BLOCKING AT THE BOTTOM OF THE UPPER LEDGER. R602.8 . 23. 20 / 6 ; PLEASE SPECIFY THE EXPANSION ANCHORS. 24. 21,22,24 / 6 ; PLEASE SPECIFY THE THICKNESS OF THE CMU. 25. 21,22 / 6; THE RE-BAR BENT INTO THE SLAB, THE TIE BARS, ARE AT 32"OC WHILE THE VERTS ARE AT 24"OC. PLEASE PUT THE TIE BARS IN A REINFORCED CELL. 26. SECTION A / 7 ; R-30 BATTS ARE 10" THICK LEAVING 2" TO VENTILATE. R806 27. SECTION A / 7 ; PROVIDE A SECTIONS OF THE FIREPLACES. 28. PROVIDE A SCUPPER DETAIL INCLUDING SIZE. PLUMBING PLANS: 1. PLEASE SPECIFY THE VENTS FOR THE MASTER BATH AND SHOWER. 2. PLEASE SHOW THE SECOND HOSE BIB. ARE THERE MORE THAN TWO? 3. THE INPUT RATES USED FOR THE GAS TABULATIONS DIFFER GREATLY FROM TABLE G2413.2 (402.2). PLEASE JUSTIFY. RECHECK THE PIPE SIZES. 4. THE SITE PLAN SPECIFIES A ¾" WATER METER AND THE PLUMBING PLAN SPECIFIES A 1" WATER METER. PLEASE RESOLVE. 1 ½" METER? 5. WATER DISTRIBUTION / 11 ; PLEASE RE-SCALE THE LENGTH OF THE WATER LINE ON THE SITE PLAN AND SCALE THE LENGTH IN THE HOUSE ADD THEM TOGETHER WITH THE LIFT (VERTICAL MEASUREMENT) FROM THE METER TO THE SHOWER HEAD TO GET THE TOTAL DEVELOPED LENGTH. 6. WATER DISTRIBUTION / 11 ; AFTER THE ½ PSI PER FOOT OF LIFT IS SUBTRACTED FROM THE MINIMUM AVAILABLE PRESSURE, THERE'S ONLY ABOUT 30PSI TO WORK WITH. P2903.3.1 REQUIRES 40 PSI AS A MINIMUM PRESSURE. PLEASE PROVIDE A BOOSTER PUMP. I SCALED 485 FEET AND AT 30PSI A 1 ½" METER IS REQUIRED. 7. PLEASE CHECK THE NUMBER OF WATER SUPPLY FIXTURE UNITS. 8. THE WATER DISTRIBUTION PLAN SPECIFIES A 50 GALLON WATER HEATER BUT A 40 GALLON WATER HEATER IS DESCRIBED IN THE WATER HEATER DESCRIPTION. PLEASE RESOLVE. 9. PLEASE NOTE THAT WATER HAMMER ARRESTERS ARE REQUIRED WHEREVER QUICK- CLOSING VALVES ARE INSTALLED IN A WATER DISTRIBUTION SYSTEM. IRC P2903.5 MECHANICAL PLANS: 1. PLEASE JUSTIFY 18 " ROUND FOR RETURN / SUPPLY DUCT. M1403.1 2. PLEASE JUSTIFY THE 40X10 R/A GRILLS. SEE M1403.1 AND M1307.4.1.2 3. PROVIDE A VENT FAN FOR THE BATH BETWEEN THE GREAT ROOM AND THE BREAKFAST AREA. R303.3 4. PROVIDE COMBUSTION AIR FOR THE FURNACES. G 2407 ELECTRICAL PLANS: 1. PLEASE CHECK THE ELECTRICAL REQUIREMENTS FOR THE A/Cs. 30 AMPS FOR 5 ½ TONS…? 2. #4 GROUNDING CONDUCTOR APPEARS INADEQUATE FOR 300 AMP SERVICE. TABLE E3503.1 3. PLEASE SIZE THE BONDING CONDUCTOR TO THE GAS METER. E3509.7 4. PLEASE CHECK THE ELECTRICAL REQUIREMENTS OF THE RANGE. IS 40 AMPS OKAY? 5. THE WIRE SIZES SHOULD COME FROM THE 60 DEGREE COLUMN OF TABLE E3605.1 . SEEE3605.4.1 6. THE #10 APPEARS TO BE INADEQUATE FOR A 40 AMP RANGE, CIRCUIT 8,10. TABLE E3605.1 , 60 DEGREES. 7. PROVIDE THE OUTDOOR LIGHTING CODE CALCULATIONS. IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT YOUR ASSIGNED PLANS EXAMINER: DAVE WITT @ 837-4910

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Final Status

Task End Date	Reviewer's Name	Type of Review	Description
07/01/2008	CINDY AGUILAR	OUT TO CUSTOMER	Completed