Plan Review Details - Permit 14070538
Plan Review Stops For Permit 14070538
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2014-12-16 Cont ID  
Sent By rmcdouga Date 2014-12-16 Time 16:36 Rev Time 0.00
Received By rmcdouga Date 2014-12-16 Time 14:19 Sent To  
Notes
2014-12-16 16:36:19APPROVED WITH EXCEPTION.
 SUBMIT TWO SIGNED AND SEALED LETTERS FROM THE DESIGNER
 OF RECORD WHICH LIST ALL OF THE PRODUCT APPROVALS AND
 STATE THAT HE HAS REVIEWED AND APPROVED THEM TO BE USED
 IN HIS PROJECT.
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2014-11-06 Cont ID  
Sent By rmcdouga Date 2014-11-06 Time 10:12 Rev Time 0.00
Received By rmcdouga Date 2014-11-05 Time 18:26 Sent To E
Notes
2014-11-06 09:32:53PLAN REVIEW COMMENTS
  
  
 3RD REVIEW: FBC 2010
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 BUILDING
  
 1) FBC 107.3.4 - PROVIDE TWO SETS OF PRODUCT APPROVALS
 FOR THOSE PRODUCTS WHICH ARE REGULATED BY DCA RULE 9N-3
 THAT HAVE BEEN REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD. TWO SETS OF PRODUCT APPROVALS THAT
 HAVE BEEN REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD ARE REQUIRED. ( IT APPEARS THAT ONE
 SET OF PRODUCT APPROVALS WAS SIGNED OUT AND NOT
 RETURNED. THE ONE SET THAT IS WITH THE PLANS HAS NOT
 BEEN APPROVED IN WRITING BY THE DESIGNER OF RECORD.
 THERE ARE NOT ANY PRODUCT APPROVALS FOR THE SIMPSON
 CONNECTORS OR THE ROOFING MATERIALS IN THE PACKAGE.)
 THIS IS A REPEAT COMMENT.
  
 2) SPECIFY THE TRUSS ANCHORS AND/OR UPLIFT, LATERAL AND
 SHEAR FORCES THAT WILL BE REQUIRED. ( ON SHEET 4, THE
 ROOF FRAMING PLAN THERE IS A NOTE THAT STATES "TRUSS
 ENDS WIND LOADING - 54.2# , + 49.85 *, LATERAL LOADS =
 344.60# ". THE WINDLOADING NUMBERS APPEAR TO BE
 COMPONENT AND CLADDING PRESSURES. THIS IS NOT WHAT WAS
 REQUESTED. SPECIFY THE UPLIFT AND LATERAL LOADS FOR
 EACH END OF THE TRUSSES AND HIP GIRDER. AND SPECIFY THE
 CONNECTORS THAT ARE TO BE USED TO ATTACH THEM TO THE
 WALLS. THIS IS A REPEAT COMMENT.)FBC 107.3.5.3 (5) AND
 FBC-R802.1.6.5 TRUSS TO WALL CONNECTION.
 TRUSSES SHALL BE CONNECTED TO WALL PLATES BY THE USE OF
 APPROVED CONNECTORS HAVING A RESISTANCE TO DESIGN
 UPLIFT, LATERAL AND SHEAR FORCES. TRUSSES SHALL BE
 INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S DESIGN
 AND SPECIFICATIONS. SPECIFY THE UPLIFT AND LATERAL
 LOADS FOR ALL OF THE TRUSSES INCLUDING THE HIP GIRDER
 TRUSS ON SHEET 7.
  
  
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2014-10-04 Cont ID  
Sent By rmcdouga Date 2014-10-04 Time 11:07 Rev Time 0.00
Received By rmcdouga Date 2014-10-04 Time 09:13 Sent To  
Notes
2014-10-04 10:40:38PLAN REVIEW COMMENTS
  
  
 2ND REVIEW: FBC 2010
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 BUILDING
  
 1) FBC 107.2.1 - INFORMATION ON CONSTRUCTION DOCUMENTS.
 ALL INFORMATION, DRAWINGS, SPECIFICATIONS AND
 ACCOMPANYING DATA SHALL BEAR THE NAME AND SIGNATURE OF
 THE PERSON RESPONSIBLE FOR THE DESIGN. THE NEW PLANS
 HAVE NOT BEEN SIGNED AND SEALED BY THE ENGINEER WHOSE
 NAME APPEARS IN THE TITLE BLOCK ON EACH SHEET AS
 REQUIRED BY CHAPTER 471, FLORIDA STATUTES & 61G15
 FLORIDA ADMINISTRATIVE CODE.
  
 2) FBC 107.3.4 - PROVIDE PRODUCT APPROVALS FOR THOSE
 PRODUCTS WHICH ARE REGULATED BY
 DCA RULE 9N-3 REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD. SPECIFICALLY, PROVIDE ROOFING,
 WINDOW, EXTERIOR DOOR SUBMITTALS, AS WELL AS THE
 SIMPSON CONNECTORS. TWO SETS OF PRODUCT APPROVALS THAT
 HAVE BEEN REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD ARE REQUIRED.
  
 3) THE EXTERIOR WALL SECTION ON SHEET 7, SPECIFIES 6"
 BATT INSULATION WITH AN R-30 VALUE IN THE ATTIC SPACE.
 THE MINIMUM THICKNESS FOR R-30 FIBERGLASS BATT
 INSULATION IS 9 INCHES. PLEASE CORRECT.
  
 4) PROVIDE AN EXTERIOR BEARING WALL DETAIL SHOWING THE
 REQUIRED OPENING HEADERS AND ALL FRAMING CONNECTORS.
 FBC-R 602.3 SPECIFY AND SHOW THE LOCATIONS OF THE
 CONNECTORS ON THE WINDOW DETAIL ON SHEET 7. (IE. THE
 HEADER TO THE STUDS AND JACKS TO SILL AND BOTTOM PLATE)
 IS THE WINDOW HEADER SUPPOSED TO BE DOUBLE 2 X 6S ?
  
 5) FBC-R803.2.3.1 SHEATHING FASTENINGS.
 WOOD STRUCTURAL PANEL SHEATHING SHALL BE FASTENED TO
 ROOF FRAMING WITH 8D RING-SHANK NAILS AT 6 INCHES ON
 CENTER AT EDGES AND 6 INCHES ON CENTER AT INTERMEDIATE
 FRAMING. RING-SHANK NAILS SHALL HAVE THE FOLLOWING
 MINIMUM DIMENSIONS:
 1. 0.113 INCH NOMINAL SHANK DIAMETER.
 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER.
 3. 16 TO 20 RINGS PER INCH.
 4. 0.280 INCH FULL ROUND HEAD DIAMETER.
 5. 2 INCH NAIL LENGTH.
 WHERE ROOF FRAMING WITH A SPECIFIC GRAVITY, 0.42 < G <
 0.49 IS USED, SPACING OF RING-SHANK FASTENERS SHALL BE
 4 INCHES ON CENTER IN NAILING ZONE 3 IN ACCORDANCE WITH
 FIGURE R803.2.3.1 WHERE VASD AS DETERMINED IN
 ACCORDANCE WITH SECTION R301.2.1.3 IS 130 MPH OR
 GREATER.
 THE DETAIL ON SHEET 7 SPECIFIES THAT THE ROOF SHEATHING
 WILL BE FASTENED ACCORDING TO FBC SECTION R801. FBC
 107.2.1 REQUIRES SUCH INFORMATION TO BE SPECIFIC AND
 THE TECHNICAL CODES NOT BE CITED.
  
 6) THE ROOF FRAMING PLAN IS NOT CORRECTLY DRAWN FOR A
 HIP ROOF. IN ADDITION TO THE LOCATION OF THE COMMON
 TRUSSES, SPECIFY THE LOCATION OF THE HIP GIRDER TRUSS,
 THE HIP TRUSSES AND THE HIP JACK TRUSSES. SPECIFY THE
 TRUSS ANCHORS AND/OR UPLIFT, LATERAL AND SHEAR FORCES
 THAT WILL BE REQUIRED.
 FBC 107.3.5.3 (5) AND FBC-R802.1.6.5 TRUSS TO WALL
 CONNECTION.
 TRUSSES SHALL BE CONNECTED TO WALL PLATES BY THE USE OF
 APPROVED CONNECTORS HAVING A RESISTANCE TO DESIGN
 UPLIFT, LATERAL AND SHEAR FORCES. TRUSSES SHALL BE
 INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S DESIGN
 AND SPECIFICATIONS. SPECIFY THE UPLIFT AND LATERAL
 LOADS FOR ALL OF THE TRUSSES INCLUDING THE HIP GIRDER
 TRUSS ON SHEET 7.
  
 7) SECTION R704
 INSPECTION FOR TERMITES
 IN ORDER TO PROVIDE FOR INSPECTION FOR TERMITE
 INFESTATION, CLEARANCE BETWEEN EXTERIOR WALL COVERINGS
 AND FINAL EARTH GRADE ON THE EXTERIOR OF A BUILDING
 SHALL NOT BE LESS THAN 6 INCHES (152 MM).
 EXCEPTIONS:
 1. PAINT OR DECORATIVE CEMENTITIOUS FINISH LESS THAN
 5/8 INCH (17.1 MM) THICK ADHERED DIRECTLY TO THE
 MASONRY FOUNDATION SIDEWALL.
 2. ACCESS OR VEHICLE RAMPS WHICH RISE TO THE INTERIOR
 FINISH FLOOR ELEVATION FOR THE WIDTH OF SUCH RAMPS
 ONLY.
 3. A 4-INCH (102 MM) INSPECTION SPACE ABOVE PATIO AND
 GARAGE SLABS AND ENTRY AREAS.
 4. IF THE PATIO HAS BEEN SOIL TREATED FOR TERMITES, THE
 FINISH ELEVATION MAY MATCH THE BUILDING INTERIOR FINISH
 FLOOR ELEVATIONS ON MASONRY CONSTRUCTION ONLY.
 5. MASONRY VENEERS CONSTRUCTED IN ACCORDANCE WITH
 SECTION R318.4.
  
 BECAUSE FBC - R403.1.4 REQUIRES EXTERIOR FOOTINGS TO BE
 AT LEAST 12" BELOW GRADE, THE FOOTING WILL NEED TO BE
 18" TO PROVIDE THE 6" ABOVE GRADE.
  
 8) FBC-R703.6.1 EXTERIOR USE OF PORTLAND CEMENT PLASTER
 SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM
 C 926. THE MINIMUM THICKNESS OF STUCCO APPLIED TO METAL
 PLASTER BASE OVER PLYWOOD IS 7/8 INCH.
  
 9) FBC-R703.6.3 WHERE CEMENT PLASTER (STUCCO) IS TO BE
 APPLIED TO LATH OVER FRAME CONSTRUCTION, MEASURES SHALL
 BE TAKEN TO PREVENT BONDING BETWEEN THE CEMENT PLASTER
 AND THE WATER-RESISTIVE BARRIER. A BOND BREAK SHALL BE
 PROVIDED BETWEEN THE WATER-RESISTIVE BARRIER AND THE
 CEMENT PLASTER (STUCCO) CONSISTING OF ONE OF THE
 FOLLOWING:
 1. TWO LAYERS OF AN APPROVED WATER-RESISTANT BARRIER
 MATERIAL; OR
 2. ONE LAYER OF AN APPROVED WATER-RESISTANT BARRIER
 OVER AN APPROVED PLASTIC HOUSE WRAP; OR
 3. OTHER APPROVED METHODS OR MATERIALS APPLIED IN
 ACCORDANCE WITH THE MANUFACTURE'S INSTALLATION
 INSTRUCTIONS.
  
 10) SPECIFY THE LISTING NUMBER FOR THE ONE HOUR FIRE
 RATED ASSEMBLY THAT WILL BE USED FOR THE DEMISING WALL.
 FBC R302.3
  
 11) THE PLANS SHOW BACK TO BACK RECEPTACLE OUTLETS AND
 ELECTRICAL PLANELS. SEE SECTION R302.4.2 MEMBRANE
 PENETRATIONS.
 MEMBRANE PENETRATIONS SHALL COMPLY WITH SECTION
 R302.4.1. WHERE WALLS ARE REQUIRED TO HAVE A
 FIRE-RESISTANCE RATING, RECESSED FIXTURES SHALL BE
 INSTALLED SO THAT THE REQUIRED FIRE-RESISTANCE RATING
 WILL NOT BE REDUCED.
 EXCEPTIONS:
 1. MEMBRANE PENETRATIONS OF MAXIMUM 2-HOUR
 FIRE-RESISTANCE-RATED WALLS AND PARTITIONS BY STEEL
 ELECTRICAL BOXES THAT DO NOT EXCEED 16 SQUARE INCHES
 (0.0103 M2) IN AREA PROVIDED THE AGGREGATE AREA OF THE
 OPENINGS THROUGH THE MEMBRANE DOES NOT EXCEED 100
 SQUARE INCHES (0.0645 M2) IN ANY 100 SQUARE FEET (9.29
 M)2 OF WALL AREA. THE ANNULAR SPACE BETWEEN THE WALL
 MEMBRANE AND THE BOX SHALL NOT EXCEED 1/8 INCH (3.1
 MM). SUCH BOXES ON OPPOSITE SIDES OF THE WALL SHALL BE
 SEPARATED BY ONE OF THE FOLLOWING:
 1.1. BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24
 INCHES (610 MM) WHERE THE WALL OR PARTITION IS
 CONSTRUCTED WITH INDIVIDUAL NONCOMMUNICATING STUD
 CAVITIES;
 1.2. BY A HORIZONTAL DISTANCE OF NOT LESS THAN THE
 DEPTH OF THE WALL CAVITY WHEN THE WALL CAVITY IS FILLED
 WITH CELLULOSE LOOSE-FILL, ROCKWOOL OR SLAG MINERAL
 WOOL INSULATION;
 1.3. BY SOLID FIRE BLOCKING IN ACCORDANCE WITH SECTION
 R302.11;
 1.4. BY PROTECTING BOTH BOXES WITH LISTED PUTTY PADS;
 OR
 1.5. BY OTHER LISTED MATERIALS AND METHODS.
  
 2. MEMBRANE PENETRATIONS BY LISTED ELECTRICAL BOXES OF
 ANY MATERIALS PROVIDED THE BOXES HAVE BEEN TESTED FOR
 USE IN FIRE-RESISTANCE-RATED ASSEMBLIES AND ARE
 INSTALLED IN ACCORDANCE WITH THE INSTRUCTIONS INCLUDED
 IN THE LISTING. THE ANNULAR SPACE BETWEEN THE WALL
 MEMBRANE AND THE BOX SHALL NOT EXCEED 1/8 INCH (3.1 MM)
 UNLESS LISTED OTHERWISE. SUCH BOXES ON OPPOSITE SIDES
 OF THE WALL SHALL BE SEPARATED BY ONE OF THE FOLLOWING:
 2.1. BY THE HORIZONTAL DISTANCE SPECIFIED IN THE
 LISTING OF THE ELECTRICAL BOXES;
 2.2. BY SOLID FIREBLOCKING IN ACCORDANCE WITH SECTION
 R302.11;
 2.3. BY PROTECTING BOTH BOXES WITH LISTED PUTTY PADS;
 OR
 2.4. BY OTHER LISTED MATERIALS AND METHODS.
 3. THE ANNULAR SPACE CREATED BY THE PENETRATION OF A
 FIRE SPRINKLER PROVIDED IT IS COVERED BY A METAL
 ESCUTCHEON PLATE
  
 12) IN ORDER TO REDUCE PLAN REVIEW TIME, PLEASE SUBMIT
 A RESPONSE LETTER INDICATING HOW EACH ONE OF THE REVIEW
 COMMENTS HAS BEEN ADDRESSED.
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2014-09-06 Cont ID  
Sent By rmcdouga Date 2014-09-06 Time 13:24 Rev Time 0.00
Received By rmcdouga Date 2014-09-06 Time 09:09 Sent To  
Notes
2014-09-06 11:15:11PLAN REVIEW COMMENTS
  
  
 1ST REVIEW: FBC 2010
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 BUILDING
  
 1) FBC 107.3.4 - PROVIDE PRODUCT APPROVALS FOR THOSE
 PRODUCTS WHICH ARE REGULATED BY
 DCA RULE 9N-3 REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD. SPECIFICALLY, PROVIDE ROOFING,
 WINDOW, EXTERIOR DOOR SUBMITTALS, AS WELL AS THE
 SIMPSON CONNECTORS.
  
 2) SHOW COMPLIANCE WITH 2010 FBC ENERGY CONSERVATION
 SECT. 101.4.3 & 103.2 BY SUBMITTING THE PROPER
 CONSTRUCTION DOCUMENTS. SEE RESIDENTIAL BUILDING FORMS
 402 OR 405.
  
 3) THE EXTERIOR WALL SECTION ON SHEET 7, SPECIFIES 6"
 BATT INSULATION WITH AN R-30 VALUE. THE MINIMUM
 THICKNESS FOR R-30 IS 9.5 INCHES. PLEASE CORRECT.
  
 4) FBC-R 301.1 BUILDINGS AND STRUCTURES, AND ALL PARTS
 THEREOF, SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL
 LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS,
 FLOOD LOADS, AND WIND LOADS AS PRESCRIBED BY THIS CODE.
 THE CONSTRUCTION OF BUILDINGS AND STRUCTURES IN
 ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL
 RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH
 THAT MEETS ALL REQUIREMENTS FOR THE TRANSFER OF ALL
 LOADS FROM THEIR POINT OF ORIGIN THROUGH THE
 LOAD-RESISTING ELEMENTS TO THE FOUNDATION. SHOW ALL
 CONNECTORS THAT WILL BE USED TO ACCOMPLISH THIS AT THE
 EXTERIOR WALLS AND AN OTHER BEARING WALLS.
  
 5) THE H7Z HURRICANE STRAP THAT IS SHOWN FOR THE TRUSS
 TO WALL CONNECTION REQUIRES THE TRUSSES AND WALL STUDS
 TO BE ALIGNED. THEY ARE REQUIRED TO BE NAILED TO THE
 STUDS. IF THE ROOF TRUSSES ARE 24" O.C. AND THE 2X4
 WALL STUDS ARE 16" O.C. THIS WILL NOT BE POSSIBLE.
 PLEASE CORRECT. R802.1.6.5
  
 6) SPECIFY THE EXTERIOR WOOD WALL STUD SPACING ON THE
 PLANS. FBC-R 602.3
  
 7) PROVIDE AN EXTERIOR BEARING WALL DETAIL SHOWING THE
 REQUIRED OPENING HEADERS AND ALL FRAMING CONNECTORS.
 FBC-R 602.3
  
 8) FBC-R314.3.1 ALTERATIONS, REPAIRS AND ADDITIONS.
 WHEN ALTERATIONS, REPAIRS OR ADDITIONS REQUIRING A
 PERMIT OCCUR, OR WHEN ONE OR MORE SLEEPING ROOMS ARE
 ADDED OR CREATED IN EXISTING DWELLINGS, THE INDIVIDUAL
 DWELLING UNIT SHALL BE EQUIPPED WITH SMOKE ALARMS
 LOCATED AS REQUIRED FOR NEW DWELLINGS.
  
 9) FBC-R302.3 TWO-FAMILY DWELLINGS.
 DWELLING UNITS IN TWO-FAMILY DWELLINGS SHALL BE
 SEPARATED FROM EACH OTHER BY WALL AND/OR FLOOR
 ASSEMBLIES HAVING NOT LESS THAN A 1-HOUR
 FIRE-RESISTANCE RATING WHEN TESTED IN ACCORDANCE WITH
 ASTM E 119 OR UL 263. FIRE-RESISTANCE-RATED
 FLOOR-CEILING AND WALL ASSEMBLIES SHALL EXTEND TO AND
 BE TIGHT AGAINST THE EXTERIOR WALL, AND WALL ASSEMBLIES
 SHALL EXTEND FROM THE FOUNDATION TO THE UNDERSIDE OF
 THE ROOF SHEATHING.
  
 10) FBC-R807.1 ATTIC ACCESS.
 BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION
 SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC AREAS THAT
 EXCEED 30 SQUARE FEET (2.8 M2) AND HAVE A VERTICAL
 HEIGHT OF 30 INCHES (762 MM) OR GREATER. THE VERTICAL
 HEIGHT SHALL BE MEASURED FROM THE TOP OF THE CEILING
 FRAMING MEMBERS TO THE UNDERSIDE OF THE ROOF FRAMING
 MEMBERS.
 THE ROUGH-FRAMED OPENING SHALL NOT BE LESS THAN 22
 INCHES BY 30 INCHES (559 MM BY 762 MM) AND SHALL BE
 LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE
 LOCATION. WHEN LOCATED IN A WALL, THE OPENING SHALL BE
 A MINIMUM OF 22 INCHES WIDE BY 30 INCHES HIGH. WHEN THE
 ACCESS IS LOCATED IN A CEILING, MINIMUM UNOBSTRUCTED
 HEADROOM IN THE ATTIC SPACE SHALL BE 30 INCHES (762 MM)
 AT SOME POINT ABOVE THE ACCESS MEASURED VERTICALLY FROM
 THE BOTTOM OF CEILING FRAMING MEMBERS. SEE SECTION
 M1305.1.3 FOR ACCESS REQUIREMENTS WHERE MECHANICAL
 EQUIPMENT IS LOCATED IN ATTICS.
  
 11) FBC-R803.2.3.1 SHEATHING FASTENINGS.
 WOOD STRUCTURAL PANEL SHEATHING SHALL BE FASTENED TO
 ROOF FRAMING WITH 8D RING-SHANK NAILS AT 6 INCHES ON
 CENTER AT EDGES AND 6 INCHES ON CENTER AT INTERMEDIATE
 FRAMING. RING-SHANK NAILS SHALL HAVE THE FOLLOWING
 MINIMUM DIMENSIONS:
 1. 0.113 INCH NOMINAL SHANK DIAMETER.
 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER.
 3. 16 TO 20 RINGS PER INCH.
 4. 0.280 INCH FULL ROUND HEAD DIAMETER.
 5. 2 INCH NAIL LENGTH.
 WHERE ROOF FRAMING WITH A SPECIFIC GRAVITY, 0.42 ? G <
 0.49 IS USED, SPACING OF RING-SHANK FASTENERS SHALL BE
 4 INCHES ON CENTER IN NAILING ZONE 3 IN ACCORDANCE WITH
 FIGURE R803.2.3.1 WHERE VASD AS DETERMINED IN
 ACCORDANCE WITH SECTION R301.2.1.3 IS 130 MPH OR
 GREATER.
 THE DETAIL ON SHEET 7 SPECIFIES THAT THE ROOF SHEATHING
 WILL BE FASTENED ACCORDING TO FBC SECTION R801. FBC
 107.2.1 REQUIRES SUCH INFORMATION TO BE SPECIFIC AND
 THE TECHNICAL CODES NOT BE CITED.
  
 12) THE ROOF FRAMING PLAN IS NOT CORRECTLY DRAWN FOR A
 HIP ROOF. FOR THE NEW ROOF CONSTRUCTION, SPECIFY THE
 SPACING OF THE ENGINEERED ROOF TRUSSES. IN ADDITION TO
 THE LOCATION OF THE COMMON TRUSSES, SPECIFY THE
 LOCATION OF THE HIP GIRDER TRUSS, THE HIP TRUSSES AND
 THE HIP JACK TRUSSES. SPECIFY THE TRUSS ANCHORS AND/OR
 UPLIFT, LATERAL AND SHEAR FORCES THAT WILL BE REQUIRED.
 FBC 107.3.5.3 (5) AND FBC-R802.1.6.5 TRUSS TO WALL
 CONNECTION.
 TRUSSES SHALL BE CONNECTED TO WALL PLATES BY THE USE OF
 APPROVED CONNECTORS HAVING A RESISTANCE TO DESIGN
 UPLIFT, LATERAL AND SHEAR FORCES. TRUSSES SHALL BE
 INSTALLED IN ACCORDANCE WITH THE MANUFACTURER?S DESIGN
 AND SPECIFICATIONS.
  
 13) SECTION R704
 INSPECTION FOR TERMITES
 IN ORDER TO PROVIDE FOR INSPECTION FOR TERMITE
 INFESTATION, CLEARANCE BETWEEN EXTERIOR WALL COVERINGS
 AND FINAL EARTH GRADE ON THE EXTERIOR OF A BUILDING
 SHALL NOT BE LESS THAN 6 INCHES (152 MM).
 EXCEPTIONS:
 1. PAINT OR DECORATIVE CEMENTITIOUS FINISH LESS THAN
 5/8 INCH (17.1 MM) THICK ADHERED DIRECTLY TO THE
 MASONRY FOUNDATION SIDEWALL.
 2. ACCESS OR VEHICLE RAMPS WHICH RISE TO THE INTERIOR
 FINISH FLOOR ELEVATION FOR THE WIDTH OF SUCH RAMPS
 ONLY.
 3. A 4-INCH (102 MM) INSPECTION SPACE ABOVE PATIO AND
 GARAGE SLABS AND ENTRY AREAS.
 4. IF THE PATIO HAS BEEN SOIL TREATED FOR TERMITES, THE
 FINISH ELEVATION MAY MATCH THE BUILDING INTERIOR FINISH
 FLOOR ELEVATIONS ON MASONRY CONSTRUCTION ONLY.
 5. MASONRY VENEERS CONSTRUCTED IN ACCORDANCE WITH
 SECTION R318.4.
  
 14) FBC-R703.6.1 EXTERIOR USE OF PORTLAND CEMENT
 PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS
 OF ASTM C 926. THE MINIMUM THICKNESS OF STUCCO APPLIED
 TO METAL PLASTER BASE OVER PLYWOOD IS 7/8 INCH.
  
 15) FBC-R703.6.3 WHERE CEMENT PLASTER (STUCCO) IS TO BE
 APPLIED TO LATH OVER FRAME CONSTRUCTION, MEASURES SHALL
 BE TAKEN TO PREVENT BONDING BETWEEN THE CEMENT PLASTER
 AND THE WATER-RESISTIVE BARRIER. A BOND BREAK SHALL BE
 PROVIDED BETWEEN THE WATER-RESISTIVE BARRIER AND THE
 CEMENT PLASTER (STUCCO) CONSISTING OF ONE OF THE
 FOLLOWING:
 1. TWO LAYERS OF AN APPROVED WATER-RESISTANT BARRIER
 MATERIAL; OR
 2. ONE LAYER OF AN APPROVED WATER-RESISTANT BARRIER
 OVER AN APPROVED PLASTIC HOUSE WRAP; OR
 3. OTHER APPROVED METHODS OR MATERIALS APPLIED IN
 ACCORDANCE WITH THE MANUFACTURER?S INSTALLATION
 INSTRUCTIONS.
  
 16) IN ORDER TO REDUCE PLAN REVIEW TIME, PLEASE SUBMIT
 A RESPONSE LETTER INDICATING HOW EACH ONE OF THE REVIEW
 COMMENTS HAS BEEN ADDRESSED.
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2014-11-06 Cont ID  
Sent By dhayes Date 2014-11-06 Time 15:04 Rev Time 0.00
Received By dhayes Date 2014-11-06 Time 14:05 Sent To  
Notes
2014-11-06 14:22:0911/6/2014
 PROJECT: ZOECKLER
 PERMIT#: 14070538
 CODE: 2008 EDITION OF THE NEC
 2010 EDITION OF THE FBC
 2010 WPB AMENDMENTS TO THE FBC, CHAPTER 1,
 ADMINISTRATION, 2012 FBC SUPPLEMENTS.
  
 3RD ELECTRICAL PLAN REVIEW
 ACTION: PROVISO
  
 1) IN ADDITION TO THE NUMBER OF BRANCH CIRCUITS
 REQUIRED BY OTHER PARTS OF THIS SECTION, AT LEAST ONE
 20-AMPERE BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY
 BATHROOM RECEPTACLE OUTLET(S). SUCH CIRCUITS SHALL HAVE
 NO OTHER OUTLETS. NEC 210.11(C)(3) REVISE PANEL
 SCHEDULE AND ELECTRICAL FLOOR PLAN TO INDICATE THE
 REQUIRED 20AMP BRANCH CIRCUIT FOR THE BATHROOMS.
  
 2) RECEPTACLES SHALL BE INSTALLED SUCH THAT NO POINT
 MEASURED HORIZONTALLY ALONG THE FLOOR LINE IN ANY WALL
 SPACE IS MORE THAN 1.8 M (6 FT) FROM A RECEPTACLE
 OUTLET. NEC 210.52 (A)(1) REVISE ELECTRICAL FLOOR PLAN
 TO COMPLY WITH 210.52
  
 3) A RECEPTACLE OUTLET SHALL BE INSTALLED AT EACH WALL
 COUNTERTOP SPACE THAT IS 300 MM (12 IN.) OR WIDER.
 RECEPTACLE OUTLETS SHALL BE INSTALLED SO THAT NO POINT
 ALONG THE WALL LINE IS MORE THAN 600 MM (24 IN.)
 MEASURED HORIZONTALLY FROM A RECEPTACLE OUTLET IN THAT
 SPACE. NEC210.52(C)(1) REVISE ELECTRICAL FLOOR PLAN TO
 COMPLY WITH 210.52
  
 4) ALL 125-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE
 RECEPTACLES INSTALLED IN THE LOCATIONS SPECIFIED IN (1)
 THROUGH (8) SHALL HAVE GROUND-FAULT CIRCUIT-INTERRUPTER
 PROTECTION FOR PERSONNEL. NEC 210.8(A) (1)
  
 DAVID HAYES, ELECTRICAL PLANS EXAMINER, PX3421,
 561-805-6717 OR [email protected]
  
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2014-10-06 Cont ID  
Sent By dhayes Date 2014-10-06 Time 14:27 Rev Time 0.00
Received By dhayes Date 2014-10-06 Time 06:42 Sent To  
Notes
2014-10-06 16:48:0910/6/2014
 PROJECT: ZOECKLER
 PERMIT#: 14070538
 CODE: 2008 EDITION OF THE NEC
 2010 EDITION OF THE FBC
 2010 WPB AMENDMENTS TO THE FBC, CHAPTER 1,
 ADMINISTRATION, 2012 FBC SUPPLEMENTS.
  
 ELECTRICAL PLAN REVIEW
 ACTION:
  
 1) NEC 215.2 MINIMUM RATING AND SIZE. (A) FEEDERS NOT
 MORE THAN 600 VOLTS. (1) GENERAL. FEEDER CONDUCTORS
 SHALL HAVE AN AMPACITY NOT LESS THAN REQUIRED TO SUPPLY
 THE LOAD AS CALCULATED IN PARTS III, IV, AND V OF
 ARTICLE 220. THE MINIMUM FEEDER-CIRCUIT CONDUCTOR SIZE,
 BEFORE THE APPLICATION OF ANY ADJUSTMENT OR CORRECTION
 FACTORS, SHALL HAVE AN ALLOWABLE AMPACITY NOT LESS THAN
 THE NONCONTINUOUS LOAD PLUS 125 PERCENT OF THE
 CONTINUOUS LOAD.THE ELECTRICAL RISER DIAGRAM TO BE
 REVISED TO INDICATE THE CORRECT WIRE SIZES TO SUPPORT
 THE TOTAL CONNECTED LOAD TO BE SERVED.
  
 2) NEC 220.40 GENERAL. THE CALCULATED LOAD OF A FEEDER
 OR SERVICE SHALL NOT BE LESS THAN THE SUM OF THE LOADS
 ON THE BRANCH CIRCUITS SUPPLIED, AS DETERMINED BY PART
 II OF THIS ARTICLE, AFTER ANY APPLICABLE DEMAND FACTORS
 PERMITTED BY PART III OR IV OR REQUIRED BY PART V HAVE
 BEEN APPLIED. THE LOAD CALCULATION SHALL BE RIVISED TO
 INDICATE A TOTAL CALCULATED LOAD AS DIRECTED BY ARTICLE
 220 IN THE NEC.
  
 3) NEC 408.4 EVERY CIRCUIT AND CIRCUIT MODIFICATION
 SHALL BE LEGIBLY IDENTIFIED AS TO ITS CLEAR, EVIDENT,
 AND SPECIFIC PURPOSE OR USE. THE IDENTIFICATION SHALL
 INCLUDE SUFFICIENT DETAIL TO ALLOW EACH CIRCUIT TO BE
 DISTINGUISHED FROM ALL OTHERS. SPARE POSITIONS THAT
 CONTAIN UNUSED OVERCURRENT DEVICES OR SWITCHES SHALL BE
 DESCRIBED ACCORDINGLY. THE IDENTIFICATION SHALL BE
 INCLUDED IN A CIRCUIT DIRECTORY THAT IS LOCATED ON THE
 FACE OR INSIDE OF THE PANEL DOOR IN THE CASE OF A
 PANELBOARD, AND LOCATED AT EACH SWITCH ON A
 SWITCHBOARD. NO CIRCUIT SHALL BE DESCRIBED IN A MANNER
 THAT DEPENDS ON TRANSIENT CONDITIONS OF OCCUPANCY.
  
 4) FBC-RESIDENTIAL 314 AND 315. WHEN ALTERATIONS,
 REPAIRS, OR ADDITIONS REQUIRING A PERMIT OCCUR, OR WHEN
 ONE OR MORE SLEEPING ROOMS ARE ADDED OR CREATED IN
 EXISTING DWELLINGS, THE INDIVIDUAL DWELLING UNIT SHALL
 BE EQUIPPED WITH SMOKE ALARMS LOCATED AS REQUIRED FOR
 NEW DWELLINGS. SMOKE AND CARBON MONOXIDE DETECTORS ARE
 ONLY REQUIRED INSIDE AND OUTSIDE OF SLEEPING AREAS AS
 DIRRECTED BY THE FBC 314-315. REVISE PLANS ACCORDINGLY.
  
 5) NEC 410.16(A) AND (B) LUMINAIRES IN CLOTHES CLOSETS
 SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF
 THE NEC 410.16(A) AND (B). REVISE PLANS TO INDICATE
 REQUIRED CLEARANCES.
  
 6) NEC 314(B)(C)&(D) FOR OUTLET BOXES OR OUTLET BOX
 SYSTEMS DESIGNED TO SUPPORT CEILING-SUSPENDED (PADDLE)
 FANS THAT WEIGH MORE THAN 16 KG (35 LB), THE REQUIRED
 MARKING SHALL INCLUDE THE MAXIMUM WEIGHT TO BE
 SUPPORTED. (D) BOXES AT CEILING-SUSPENDED (PADDLE) FAN
 OUTLETS. NOTE PLANS ACCORDINGLY AT CEILING FAN OUTLET
 LOCATIONS.
  
 7) FBC 713.3.2 MEMBRANE PENETRATIONS.
 MEMBRANE PENETRATIONS SHALL COMPLY WITH SECTION
 713.3.1. WHERE WALLS OR PARTITIONS ARE REQUIRED TO HAVE
 A FIRE-RESISTANCE RATING, RECESSED FIXTURES SHALL BE
 INSTALLED SUCH THAT THE REQUIRED FIRE-RESISTANCE WILL
 NOT BE REDUCED.
 FBC R302.4.2 MEMBRANE PENETRATIONS.
 MEMBRANE PENETRATIONS SHALL COMPLY WITH SECTION
 R302.4.1. WHERE WALLS ARE REQUIRED TO HAVE A
 FIRE-RESISTANCE RATING, RECESSED FIXTURES SHALL BE
 INSTALLED SO THAT THE REQUIRED FIRE-RESISTANCE RATING
 WILL NOT BE REDUCED. INDICATE AND CLARIFY HOW THE FIRE
 RATING WILL BE MAINTAINED BETWEEN DWELLING UNITS AT ALL
 BACK TO BACK ELECTRICAL DEVICE OPENINGS.
  
 8) CLARIFY THE 220V DEVICE INDICATED UNDER THE SINK.
  
 9) CLAIRIFY INDICATE AND MAINTAIN A MINIMUM 3'
 CLEARANCE BETWEEN SMAOKE DETECTORS AND A/C DIFUSERS AND
 CEILING FANS.
  
 10) THE PROVISIONS OF PART II ARE INTENDED TO REQUIRE
 DISCONNECTING MEANS CAPABLE OF DISCONNECTING
 AIR-CONDITIONING AND REFRIGERATING EQUIPMENT, INCLUDING
 MOTOR-COMPRESSORS AND CONTROLLERS FROM THE CIRCUIT
 CONDUCTORS. NEC 440.11 PROVIDE AND INDIACTE DISCONNECTS
 WHERE REQUIRED FOR A/C CONDENSING UNITS.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. SEE LINK:
  
 HTTP://WPB.ORG/DEVELOPMENT/WP-CONTENT/UPLOADS/SITES/33/
 2013/09/APPLICATION_RESUBMITTAL_FORM_04132010.PDF
  
 ADDITIONALLY, PLEASE INSERT CORRECTED PAGES INTO
 SUBMITTAL PACKAGE AND LEAVE THE PREVIOUSLY REVIEWED
 SHEETS FOR COMPARATIVE REVIEW.
  
 DAVID HAYES, ELECTRICAL PLANS EXAMINER, PX3421,
 561-805-6717 OR [email protected]
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2014-09-09 Cont ID  
Sent By rmcdouga Date 2014-09-09 Time 06:48 Rev Time 0.00
Received By rmcdouga Date 2014-09-08 Time 06:48 Sent To  
Notes
2014-09-09 07:25:35PLAN REVIEW COMMENTS
  
  
 1ST REVIEW: FBC 2010
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 ELECTRICAL
  
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) FBC- 107.3.5.3 - ELECTRIC SERVICE RISER WITH WIRE
 SIZES, CONDUIT DETAIL AND GROUNDING DETAIL. COMPLETE
 LOAD CALCULATIONS, PANEL SCHEDULES AND SHOW CIRCUITS ON
 FLOOR PLAN.
  
 2) FBC- 107.3.5.3 - PROVIDE SMOKE DETECTORS PURSUANT TO
 FBC-R 314.3.1 AS REQUIRED FOR NEW DWELLINGS.
  
 3) NEC 240.24(A) & (B) PANELS SHALL BE READILY
 ACCESSIBLE AND EACH OCCUPANT SHALL HAVE READY ACCESS.
 SPECIFY THE LOCATIONS OF THE PANELS ON THE ELECTRICAL
 FLOOR PLAN.
  
 4) THE PLANS SHOW THAT THERE ARE TWO METERS ON THE
 BUILDING ( ONE FOR EACH UNIT). THE PANEL SCHEDULE IS
 LABELED AS 150 AMP AND THE RISER HAS THE PANEL AS 200
 AMP. PLEASE CLARIFY.
  
 5) NEC 210.52(A) - (H) RECEPTACLE OUTLET SPACING, IT
 APPEARS SOME POINTS ALONG THE WALL EXCEED 6' FROM AN
 OUTLET, KITCHEN COUNTER TOP RECEPTACLE SPACING IS NOT
 ADEQUATE, OUTDOOR RECEPTACLE OUTLETS ARE REQUIRED AT
 THE FRONT AND BACK OF EACH DWELLING UNIT.
  
 6) NEC 210.63 - PROVIDE A GFCI PROTECTED SERVICE OUTLET
 FOR WITHIN 25' OF MECHANICAL EQUIPMENT.
  
 7) NEC 210.11 (C) (3) AT LEAST ONE 20 - AMP BRANCH
 CIRCUIT SHALL BE PROVIDED TO SUPPLY BATHROOM RECEPTACLE
 OUTLETS.
  
 8) NEC 210.12(B) - OUTLETS TO BE AFCI PROTECTED.
  
 9) NEC 406.11 - TAMPER-RESISTANT RECEPTACLES ARE
 REQUIRED.
  
 10) NEC 250.56 - SERVICE GROUNDING ELECTRODE TO BE
 AUGMENTED BY AN ADDITIONAL ELECTRODE 6 FEET AWAY OR
 PROVIDE EVIDENCE OF RESISTANCE TO GROUND OF 25 OHMS OR
 LESS.
  
 11) NEC 250.94 - INTERSYSTEM BONDING TERMINATION SHALL
 BE PROVIDED.
  
 12) NEC 250.50 - BOND ALL GROUNDING ELECTRODES THAT ARE
 PRESENT.
  
 13) NEC 210.8 (A)(1)-(8) - GROUND-FAULT
 CIRCUIT-INTERRUPTER PROTECTION REQUIRED.
  
 14) NEC 440.11 & 440.14 SHOW THE LOCATION OF THE
 REQUIRED A/C EQUIPMENT DISCONNECTING MEANS ON THE
 PLANS.
  
 15) NEC 210.70 (A) - (C) LIGHTING OUTLETS REQUIRED. AT
 LEAST ONE WALL SWITCH CONTROLLED LIGHTING OUTLET IS
 REQUIRED ON THE EXTERIOR SIDE OF OUTDOOR ENTRANCES OR
 EXITS.
  
 IN ORDER TO REDUCE PLAN REVIEW TIMES, PLEASE SUBMIT A
 RESPONSE LETTER INDICATING HOW EACH OF THE REVIEW
 COMMENTS HAS BEEN ADDRESSED.
  
  
  
  
  
  
  
  
  
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2014-12-16 Cont ID  
Sent By rmcdouga Date 2014-12-16 Time 16:36 Rev Time 0.00
Received By rmcdouga Date 2014-11-26 Time 18:49 Sent To  
Notes
2014-11-26 18:50:11RE-SUBMITTAL SENT TO R5 SHELF FOR REVIEW. JG.
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2014-11-26 Cont ID  
Sent By jgomez Date 2014-11-10 Time 18:48 Rev Time 0.00
Received By jgomez Date 2014-10-20 Time 15:47 Sent To  
Notes
2014-11-26 18:49:04LAST REVIEW DONE ON 11/10/14 BY ZONING. JG.
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2014-10-06 Cont ID  
Sent By dhayes Date 2014-10-06 Time 16:48 Rev Time 0.00
Received By dhayes Date 2014-09-25 Time 09:07 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2014-09-09 Cont ID  
Sent By rmcdouga Date 2014-09-09 Time 09:43 Rev Time 0.00
Received By rmcdouga Date 2014-07-16 Time 08:51 Sent To  
Notes
2014-07-17 09:00:48R18
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2014-10-04 Cont ID  
Sent By rmcdouga Date 2014-10-04 Time 09:12 Rev Time 0.00
Received By rmcdouga Date 2014-10-04 Time 09:12 Sent To  
Notes
2014-10-04 09:13:28MU 2014 - 20631, NO FEES WERE DUE.
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2014-09-06 Cont ID  
Sent By rmcdouga Date 2014-09-06 Time 09:18 Rev Time 0.00
Received By rmcdouga Date 2014-09-06 Time 09:18 Sent To  
Notes
2014-09-06 09:21:29IMPACT FEES
  
 PLANS REQUIRE REVIEW BY THE PBC IMPACT FEE OFFICE. CALL
 233-5025. UPON APPROVAL, YOU MAY CHECK OUT ONE PLAN AND
 TAKE TO THAT OFFICE FOR REVIEW. PLEASE RETURNED STAMPED
 WITH A COPY OF RECEIPT AS APPLICABLE.
  
  
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2014-12-16 Cont ID  
Sent By rmcdouga Date 2014-12-16 Time 15:58 Rev Time 0.00
Received By rmcdouga Date 2014-12-16 Time 14:19 Sent To  
Notes
2014-12-16 16:00:42REVISION REQUIRED.
 SUBMIT REVISED ENERGY CALCULATIONS OR REVISE HEATING
 AND COOLING EQUIPMENT, SUCH THAT THE SEER AND THE BTUS
 MATCH.
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2014-11-06 Cont ID  
Sent By rmcdouga Date 2014-11-06 Time 08:29 Rev Time 0.00
Received By rmcdouga Date 2014-11-05 Time 18:25 Sent To  
Notes
2014-11-06 08:30:24PLAN REVIEW COMMENTS
  
 3RD REVIEW: FBC 2010
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 MECHANICAL
  
 THE ENERGY CALCULATION FORM CONTAINS SOME DISCREPANCIES
 THAT NEED TO BE CORRECTED.
 1) FOR ITEM #3 THE NUMBER OF UNITS SHOULD BE 2. FBC
 107.2.1
 2) THE EQUIPMENT SIZING CALCULATIONS HAVE A TOTAL
 COOLING LOAD OF 17,198 BTUH. FBC ENERGY CONSERVATION
 SECTION 403.6.1.1 STATES THAT THE COOLING EQUIPMENT CAN
 NOT BE MORE THAN 1.15 TIMES GREATER THAN THE TOTAL
 CALCULATED LOAD. THE 24,000 BTU/HR SPECIFIED ON THE
 ENERGY FORM IS MORE THAN 1.15 TIMES 17,198 BTUH.
 THEREFORE, ITEM #12 SHOULD BE 18 BTUH.
 3) THE FORM SPECIFIES A 16.00 SEER FOR THE COOLING
 EQUIPMENT AND THE PAPERWORK THAT WAS SUBMITTED FOR THE
 GOODMAN EQUIPMENT INDICATES THAT IT HAS A SEER OF
 13.00. PLEASE CORRECT. FBC 107.2.1
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2014-10-06 Cont ID  
Sent By rmcdouga Date 2014-10-06 Time 09:38 Rev Time 0.00
Received By rmcdouga Date 2014-10-04 Time 11:08 Sent To  
Notes
2014-10-06 09:38:11PLAN REVIEW COMMENTS
  
  
 2ND REVIEW: FBC 2010
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 MECHANICAL
  
 1) THE MECHANICAL PLANS ARE SHOWN ON THE ELECTRICAL
 PLANS ON SHEET 5 OF 7. PLEASE PROVIDE A SEPARATE
 MECHANICAL DRAWING OR LABEL THIS DRAWING ELECTRICAL /
 MECHANICAL PLANS. FBC 107.2.1.4
  
 2) SPECIFY THE SIZE OF THE RETURN AIR DUCTS AND GRILLS
 THAT ARE SHOWN ON THE PLANS. FBC 107.3.5.1.4
  
 3) PROVIDE AN EQUIPMENT SCHEDULE ON THE MECHANICAL PLAN
 WITH THE MODEL NUMBERS AND SPECIFICATIONS OF THE
 EQUIPMENT. THE MECHANICAL EQUIPMENT SPECIFIED SHALL BE
 CONSISTENT WITH HVAC LOAD SIZING CALCULATIONS. FBC
 107.2.1
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2014-09-06 Cont ID  
Sent By rmcdouga Date 2014-08-20 Time   Rev Time 0.00
Received By rmcdouga Date 2014-09-06 Time 10:11 Sent To P
Notes
2014-09-06 10:19:48PLAN REVIEW COMMENTS
  
  
 1ST REVIEW: FBC 2010
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 MECHANICAL
  
 1) FBC-EC 403.2.5 PROVIDE A SIZING CALCULATION
  
 2) FBC- 107.3.5.3 ? PROVIDE A MECHANICAL PLAN TO SHOW
 SUPPLY DUCTS PER FBC-R M16 & BATH EXHAUST PER FBC-R
 M15.
  
 3) FBC -107.3.5.1.4 MECHANICAL MINIMUM PLAN REVIEW
 CRITERIA: SHOW, EXHAUST SYSTEMS, CLOTHES DRYER EXHAUST,
 KITCHEN EQUIPMENT EXHAUST, SPECIALTY EXHAUST SYSTEMS,
 EQUIPMENT, EQUIPMENT LOCATION, MAKE-UP AIR,
 ROOF-MOUNTED EQUIPMENT, DUCT SYSTEMS, VENTILATION,
 COMBUSTION AIR, CHIMNEYS, FIREPLACES AND VENTS,
 APPLIANCES, BOILERS, REFRIGERATION, BATHROOM
 VENTILATION, LABORATORY, DESIGN FLOOD ELEVATION.
  
 4) FBC-R-M 1602.4 PROVIDE BALANCED AIR RETURN AT
 BEDROOMS.
  
 5) FBC 107.2.1 PROVIDE THE MODEL NUMBERS AND
 SPECIFICATIONS OF THE EQUIPMENT IN AN EQUIPMENT
 SCHEDULE ON THE MECHANICAL PLAN THAT CORRESPONDS WITH
 THE EQUIPMENT SIZING CALCULATIONS.
2014-08-20 13:48:18PROVIDE ENERGY FORMS FOR TOTAL STRUCTURE
 PROVIDE DUCT LAYOUT AND EQUIPMENT USED
Review Stop P PLUMBING
Rev No 4 Status P Date 2014-12-05 Cont ID  
Sent By tklarge Date 2014-12-05 Time 04:39 Rev Time 0.00
Received By tklarge Date 2014-12-05 Time 04:18 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status F Date 2014-11-15 Cont ID  
Sent By tklarge Date 2014-11-07 Time 10:57 Rev Time 0.00
Received By tklarge Date 2014-11-07 Time 09:10 Sent To  
Notes
2014-11-07 09:10:401) THE SANITARY IS NOT DRAWN TO CODE. SUBMIT A
 COMPLETELY NEW CODE COMPLIANT RISER DIAGRAM FOR REVIEW
 . WPB AMEND. TO 2010 FBC SEC.107.3.5.3.
 2) 2010 FBCR SEC. P3104.3 - EVERY DRY VENT CONNECTING
 TO A HORIZONTAL DRAIN SHALL CONNECT ABOVE THE
 CENTERLINE OF THE HORIZONTAL DRAIN PIPE. A FLAT DRY
 VENT IS NOT PERMITTED.
 3) THE PLUMBING FIXTURES SHALL BE VENTED PER THE 2010
 FBCR SEC.P3101.2, P3101.2.1.
 4) CLEANOUTS ARE REQUIRED IN ALL STACKS. 2010 FBCR
 SEC.P3005.2.6.
 5) A CLEANOUT IS REQUIRED AT THE BUILDING DRAIN AND
 BUILDING SEWER PER THE 2010 FBCR SEC.P3005.2.7.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
Review Stop P PLUMBING
Rev No 2 Status F Date 2014-11-01 Cont ID  
Sent By tlarge Date 2014-11-01 Time 03:43 Rev Time 0.00
Received By tklarge Date 2014-11-01 Time 03:35 Sent To  
Notes
2014-11-01 03:43:501) THE SANITARY IS NOT DRAWN TO CODE. SUBMIT A
 COMPLETELY NEW CODE COMPLIANT RISER DIAGRAM FOR REVIEW
 . WPB AMEND. TO 2010 FBC SEC.107.3.5.3.
 2) 2010 FBCR SEC. P3104.3 - EVERY DRY CONNECTING TO A
 HORIZONTAL DRAIN SHALL CONNECT ABOVE THE CENTERLINE OF
 THE HORIZONTAL DRAIN PIPE.
 3) THE PLUMBING FIXTURES SHALL BE VENTED PER THE 2010
 FBCR SEC.P3101.2, P3101.2.1.
 4) CLEANOUTS ARE REQUIRED IN ALL STACKS. 2010 FBCR
 SEC.P3005.2.6.
 5) A CLEANOUT IS REQUIRED AT THE BUILDING DRAIN AND
 BUILDING SEWER PER THE 2010 FBCR SEC.P3005.2.7.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
Review Stop P PLUMBING
Rev No 1 Status P Date 2014-08-30 Cont ID  
Sent By rmcdouga Date 2014-09-06 Time 10:11 Rev Time 0.00
Received By tklarge Date 2014-08-30 Time 05:42 Sent To  
Notes
2014-08-30 05:43:221) PROVIDE REVISED SANITARY RISER ON JOBSITE @ TIME OF
 ROUGH INSPECTION. TKL.
 REVIEWED BY ;
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 TEL: 561-805-6692
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status P Date 2014-12-16 Cont ID  
Sent By rmcdouga Date 2014-12-16 Time 17:13 Rev Time 0.00
Received By rmcdouga Date 2014-12-16 Time 17:13 Sent To  
Notes
2014-12-16 17:15:10GAF ASPHALT SHINGLES, NOA NO.13-0419.04
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2014-11-06 Cont ID  
Sent By rmcdouga Date 2014-11-06 Time 10:16 Rev Time 0.00
Received By rmcdouga Date 2014-11-06 Time 10:16 Sent To  
Notes
2014-11-06 10:17:23NO PRODUCT APPROVALS WERE SUBMITTED FOR THE ROOFING
 MATERIAL.
2014-10-20 16:15:10ROOFING
Review Stop Z ZONING
Rev No 3 Status P Date 2014-12-01 Cont ID  
Sent By sgraham Date 2014-12-01 Time 15:56 Rev Time 0.00
Received By sgraham Date 2014-12-01 Time 15:55 Sent To B
Notes
2014-11-26 18:52:22NEW SHEETS SUBMITTED. JG.
Review Stop Z ZONING
Rev No 2 Status P Date 2014-11-10 Cont ID  
Sent By sgraham Date 2014-11-10 Time 16:03 Rev Time 0.00
Received By sgraham Date 2014-11-10 Time 16:02 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2014-07-18 Cont ID  
Sent By sgraham Date 2014-07-18 Time 12:55 Rev Time 0.00
Received By sgraham Date 2014-07-25 Time 14:39 Sent To  
Notes
***NONE***


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