Plan Review Details - Permit 01091267
Plan Review Stops For Permit 01091267
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2002-02-21 Cont ID  
Sent By jwitmer Date 2002-02-21 Time 16:16 Rev Time 2.00
Received By jwitmer Date   Time   Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2002-01-24 Cont ID  
Sent By jwitmer Date 2002-01-24 Time 11:22 Rev Time 1.00
Received By jwitmer Date 2002-01-24 Time 11:22 Sent To  
Notes
2002-01-24 00:00:00BUILDING PLAN REVIEW
 PERMIT 01091267
 1414 8TH ST
 O/B BRENDA WINN
  
 1) SBC COMPONENTS & CLADDING,1606.2.6.2
 (2 COPIES) OF PRODUCT TESTING REPORTS
 ARE REQUIRED FOR :
 A) WINDOWS TESTED FOR WIND ONLY IF
 SHUTTERED
 B) STORM SHUTTERS
 C) EXTERIOR DOORS, BOTH SLIDING & SWING
 D) ROOFING, FIBERGLASS SHINGLES
  
 2) BALCONY;
 A- WHAT TYPE OF DECKING SHALL BE USED?
 B- GUARDRAILS,1015.3. PICKETS THAT
 WILL NOT ALLOW A 4" SPHERE TO PASS
 THROUGH, ALSO DETAIL BOTTOM RAIL
 THAT WILL NOT ALLOW A 2" SPHERE TO
 PASS BETWEN THE DECK & BOTTOM RAIL.
  
 3) SBC 2305.2.2 DRAFT STOPPING,
 FLOOR/ CEILING ASSEMBLIES (500').
  
 4) SBC 2309.6 ACCESS TO ATTIC SPACE.
  
 5) O/B TO SUBMIT PLANS TO COUNTY FOR
 IMPACT FEE ASSESSMENT (COUNTY BUILDING
 DEPARTMENT).
  
 6) HAZARDOUS LOCATION MASTER BATH WINDOW
 NEXT TO TUB. SBC 2405.2 REQUIURES
 TEMPERED GLASS.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 (561) 659-8096 X8412
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2001-10-23 Cont ID  
Sent By dpalmer Date 2002-01-15 Time 12:02 Rev Time 2.00
Received By jwitmer Date 2001-10-23 Time 18:22 Sent To  
Notes
2001-10-23 00:00:00BUILDING PLAN REVIEW
 PERMIT# 01091267
 1414 8TH ST
 O/B BRENDA WINN
 TEL: 655-2672
  
 SBC= 1997 STANDARD BUILDING CODE
 SBC*= AMENDMENTS /STANDARD BUILDING CODE
  
 1)- SBC 104.2.2* ADDITIONAL INFORMATION:
 THE DESIGNER'S NAME, SIGNATURE, TELE-
 PHONE NUMBER & ADDRESS ON PLAANS
  
 2)- THE PLANS ARE NOT DESIGNED BY AN
 ARCHITECT OR ENGINEER, THEREFORE THE
 PLAN REVIEW HAS TO BE COMPLETED UNDER
 THE SBCCI PRESCRIPTIVE CODE, STANDARD
 FOR HURRICANE RESISTANT RESIDENTIAL
 CONSTRUCTION SSTD 10-97.
  
 3)- SHEET A-3 WIND ENGINEERING IS CALCU-
 LATED USING THE ASCE 7-98 WHICH WILL NOT
 TAKE AFFECT UNTIL THE 2001 FLORIDA CODE
 IS ADOPTED, JAN.1,2002. WE ARE UNDER THE
 110HPH WIND ZONE. THIS BUILDING IA ALSO
 UNDER 60' TALL AND WOULD BE REVIEWED
 USING CHAPTER 16 OF SBCCI NOT ASCE 7-95.
  
 4)- SBC 1606.2.6.2 COMPONENTS & CLADDING
 THE CITY REQUIRES (2 COPIES) OF PRODUCT
 TESTING REPORTSFOR THE FOLLOWING ITEMS:
 WINDOWS
 WINDOW MULLIONS (TO AJOIN 2 WINDOWS)
 DOORS EXTERIOR SWING
 DOORS SLIDERS
 DOORS OVERHEAD GARAGE
 ROOFING SHINGLES
 STORM SHUTTERS
 EITHER SBCCI REPORTS OR DADE COUNTY
 PRODUCT APPROVAL REPORTS ARE ACCEPTED.
  
 5)- SHEET 1 DETAIL "B" DEPICTS 2 TYPES
 OF CONSTRUCTIONA BEAM WHERE 4 BAR HOOPED
 COLUMNS ARE USED, 2ND WHERE THE VERTICAL
 STEEL IS PLACED AT 4'-0" O/C AND BEAM
 BLOCK ARE USED, FOR 2 STORY CONSTRUCTION
 A DOUBLE BEAM BLOCK IS USED WITH THE
 APPROPRIATE STEEL AND GROUT IS USED TO
 FILL THE BOND BEAM & FILLED CELLS.
  
 6)- ALSO MISSING IS THE CONTINUOUS
 ANCHORING FROM THE BOND BEAM, RIM JOIST,
 OR END TRUSS THAT THE FLOOR SYSTEM TIES
 INTO,THE CONTINUOUS STRAPPING THROUGH
 INTO THE TTRUSSES.
  
 7)- SBC 1606.1 DESIGN INFORMATION FOR
 THE TRUSSESIS IN COMPLETE, MISSING INFO:
 MEAN ROOF HEIGTH, TRUSS PLAN LAYOUT WITH
 THE WIND LOAD ASSUMPTION OF THE
 DESIGNER OF RECORD. THE HURRICANE ANCHOR
 SCHEDULE, GIVING THE LOADS, DIRECTION,
 MAGNITUDE OF LOADSTO BE RESISTED. MANU-
 FACTURE OF THE HURRICANE ANCHOR,MODEL NO
 THE GAUGE, AVERAGE UPLIFT ETC
  
 8)- PROVIDED IS A COPY OF THE SBCCI
 SSTD10-93/ 97 FORM USED TO DO A COMPLETE
 REVIEW.YOUR PLANS ARE NOT COMPLETE
 ENOUGH TO DO A REVIEW.
 A COPY OF THE CITIES INTERPRETATION
 FOR THE IMPLEMENTATION OF HURRICANE MISS
 LE IMPACT PROTECTION STANDARDS.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 (561) 659-8096 X8412
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2002-01-15 Cont ID  
Sent By dpalmer Date 2002-01-15 Time 12:02 Rev Time 0.00
Received By dpalmer Date 2002-01-15 Time 12:02 Sent To B
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2001-10-03 Cont ID  
Sent By dpalmer Date 2001-10-03 Time 07:14 Rev Time 0.00
Received By dpalmer Date 2001-10-03 Time 10:29 Sent To  
Notes
2001-10-03 00:00:00******** ****** UNSAT ***************
  
 1)NOTE: PLEASE SUBMIT AIC RATINGS FOR
 ALL NEW EQUIPMENT BEING INSTALLED.
 MAINS/PANELS/BREAKERS MUST BE RATED FOR
 THE AVAILABLE FAULT CURRENT PER 110-9.
 AIC RATING IS HSOWN FOR PANEL BUT NOT
 MAIN DISCONNECT.
  
 2)NOTE:PLEASE NOTE THAT PLANS DO NOT
 SHOW A MAIN DISC AND PANEL SCHEDULE
 SHOWS MCB PANEL?? PLEASE CLARIFY.
  
 3)NOTE: PLEASE NOTE THAT SD OUTSIDE
 BATHS NEED TO BE A MIN OF 3'.NFPA-72,
 2-5.2.1.6
  
 4) PLEASE NOTE MISSING OUTLET FOR A/C
 EQUIPMENT PER 210-63 OF NEC AND 309.1
 MECHANICAL CODE.
  
 5)(PLEASE CLARIFY EQUIPMENT GROUNDING
 METHOD BETWEEN FIRST MEANS OF
 DISCONNECTAND PANEL(S). EQUIPMENT
 GROUNDING
 CONDUCTORS ARE TO BE SIZED BY 250-122.
  
 6) NOTE: PLEASE SHOW ALL OUTLETS
 SERVINGKITCHEN COUNTERSPACE AS GFI/GFI
 PROTECT--ED PER 210-8-A-6.
  
 7) NOTE: PLEASE SHOW GROUNDING
 ELECTRODEGOING TO BUILDING STEEL AND
 COLD WATER
 PER 250-50.
  
 8)NOTE: PLEASE NOTE THAT NOT ON THE
 PLAN MENTIONS, "ALL BATH AND GARAGE
 OUTLETS
 ARE TO BE GFI PER 210-11-C-3"
 PLEASE NOTE THAT THIS ART;IS FOR
 OUTLETS IN BATHS TO BE 20A AND #12.
 THE ART FOR BATH AND GARAGE OUTLETS
 BEING GFI IS 210-8. PLEASE CORRECT.
  
 9)NOTE: PLEASE NOTE THAT RISER DIAGRAM
 SHOWS PANEL AT 200AMPS? AND PANEL
 SCHEDULE IS SHOWN AT 150A, PLEASE
 CORRELATE.
  
 10)NOTE: PLEASE NOTE THAT THE LOAD
 CALCULATIONS SHOWN ARE NOT DONE TO NEC
 ART;220
 PLEASE CORRECT.
  
 11)NOTE: PLEASE ALSO NOTE THAT TWO CODE
 ARTS ARE REFERENCED AT THE TOP OF THE
 PANEL SCHEDULES," 110-1 AND 215-C???
 PLEASE CLARIFY WHERE OR WHAT THESE ARTS
 ARE?? NOT IN THE "99" NEC.
  
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-659-8096 EXT 8372
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2001-10-11 Cont ID  
Sent By pkrauss Date 2001-10-11 Time 10:08 Rev Time 0.40
Received By pkrauss Date 2001-10-11 Time 09:49 Sent To  
Notes
2001-10-11 00:00:00*******************PROVISO**************
  
  
 PLEASE SUBMIT LOCATION OF CONDENSER
 UNITS PRIOR TO INPSECTION.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT 659-8096 EXT.
 8388.
Review Stop P PLUMBING
Rev No 2 Status P Date 2002-01-12 Cont ID  
Sent By jleech Date 2002-01-12 Time 11:03 Rev Time 0.33
Received By jleech Date 2002-01-12 Time 11:03 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2001-10-10 Cont ID  
Sent By kstevens Date 2001-10-10 Time 18:15 Rev Time 0.33
Received By kstevens Date 2001-10-10 Time 18:15 Sent To  
Notes
2001-10-10 00:00:00DENIED
 REFERENCE: SPC-94
  
 1) SANITARY RISER DIAGRAM DOES NOT MEET
 CODE REQUIREMENTS. PLEASE RESUBMIT A
 SANITARY RISER DIAGRAM THAT MEETS CODE
 REQUIREMENTS.
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT 8377
Review Stop Z ZONING
Rev No 1 Status P Date 2001-09-26 Cont ID  
Sent By sgraham Date 2001-09-26 Time 13:33 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***


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