| Date |
Text |
| 2014-06-17 17:59:22 | P B CONVENTION CENTER HILTON HOTEL 1ST PLUMBING REVIEW |
| | PLUMBING PLAN REVIEW |
| | PERMIT:14050111 |
| | ADD: 600 OKEECHOBEE BLVD |
| | CONT: COASTAL CONSTRUCTION |
| | TEL: (561) 630-3770 |
| | |
| | 2010 FLORIDA BUILDING CODE W |
| | * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| | BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION |
| | 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013. |
| | |
| | THE PALM BEACH CONVENTION CENTER HILTON HOTEL |
| | CONSTRUCTION OF NEW 400 ROOM HOTEL INCLUDING BALLROOMS, |
| | RESTAURANT(S), MEETING SPACE, POOL DECK AND AMENITIES |
| | |
| | 1ST REVIEW |
| | DATE: TUESDAY JUNE 17TH/ 2014 |
| | |
| | ACTION: DENIED |
| | |
| | FUEL GAS: THIS REVIEW IS UNDER A SEPARATE PLAN REVIEW |
| | STOP, SEE FOR STATUS AND COMMENTS. |
| | |
| | 1) THE PERMIT DESCRIPTION LISTED ABOVE TO BUILD THE |
| | HOTEL, POOL, POOL DECK & AMENITIES IS A INCLUSIVE |
| | PACKAGE WITHIN THE SUBMITTED PLANS. THERE ARE CIVIL, |
| | SITE, LANDSCAPING, IRRIGATION, GREASE INTERCEPTORS, |
| | FUEL GAS, GENERATOR, FIRE SPRINKLER, FIRE ALARM, |
| | LOW-VOLTAGE, AWNINGS AND SIGNAGE PLANS WITHIN THE |
| | SUBMITTED DOCUMENTS. |
| | THESE TYPE OF ACTIVITIES REQUIRE A SEPARATE PERMIT |
| | APPLICATION, REVIEW AND ASSOCIATED FEES. PLEASE BACK |
| | OUT THE VALUE OF WORK TO BE COMPLETED UNDER EACH OF |
| | THESE PERMITS SO THE BUILDING DEPARTMENT DOES NOT |
| | CHARGE YOU TWICE FOR THESE SERVICES. 2010 WEST PALM |
| | BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER |
| | 1, ADMINISTRATION 105.1 PERMITS |
| | |
| | 2) SHEET A3.00 MINIMUM NUMBER OF REQUIRED PLUMBING |
| | FIXTURES: |
| | |
| | 2A) HEADING: A-2 OCCUPANCY (BANQUET HALL) GRAND BALL |
| | ROOM, JR. BALLROOM & MEETING ROOMS ARE FIGURED AT 1/75 |
| | FOR WATER CLOSETS & 1/200 FOR LAVS. |
| | THE USE OF THESE ROOMS WILL VARY DEPENDING ON THE |
| | EVENT, EVEN THOUGH THE OCCUPANT LOAD WILL STAY THE SAME |
| | THE MINIMUM NUMBER OF REQUIRED FIXTURES WILL CHANGE. IF |
| | IT IS TO BE CONSIDERED A DANCE HALL THE MINIMUM NUMBER |
| | OF REQUIRED FIXTURES (W.C.) WOULD BE CONSIDERED AT 1/40 |
| | OR IF A EXHIBITION HALL THE WOMEN?S (W. C.) WOULD DROP |
| | TO 1/65. THE VARIOUS BALLROOMS AND MEETING ROOMS MAY BE |
| | RENTED OUT BY VARIOUS ORGANIZATIONS WITH DIFFERENT |
| | EVENT TYPES THIS LOADING FACTOR NEEDS TO BE REFIGURED. |
| | |
| | 2B) HEADING: POOL AN A4 OCCUPANCY. WITHIN THE CHART THE |
| | CELL FOR REQUIRED DRINKING FOUNTAIN & SERVICE SINK IS |
| | STRUCK THROUGH. TABLE 403.1 UNDER THE ASSEMBLY HEADING |
| | A4 POOLS UNDER THE REQUIRED MINIMUM FIXTURES LIST |
| | DRINKING FOUNTAINS AND SERVICE SINKS. |
| | |
| | 2C) HEADING SPORTS BAR & TERRACE A-2 OCCUPANCY |
| | INDICATES THE LAVS FIGURED AT 1/200, THAT IS FOR |
| | RESTAURANTS, PLEASE SEE TABLE 403.2 LAVS ARE TO BE |
| | FIGURED AT 1/40 FOR BARS AND SIMILAR PURPOSES. |
| | |
| | 2D) HEADING FOR THE FITNESS CENTER IS A BUSINESS |
| | OCCUPANCY THIS WOULD BE ACCEPTABLE IF THERE IS TO BE A |
| | INSTRUCTOR THERE ALL THE TIME FOR PERSONAL TRAINING AND |
| | FITNESS OTHERWISE THIS HEADING SHOULD BE AN A3 |
| | OCCUPANCY FOR A GYM THE OCCUPANT LOAD WOULD CHANGE. |
| | |
| | 3) SHEET P0.01 BASEMENT LEVEL: |
| | 3A) THE ASSOCIATES CAFETERIA PLUMBING PLAN LIST |
| | EQUIPMENT AND PLUMBING FIXTURES WITH A C-LABEL. THE |
| | PLUMBING INDEX LIST SHEET P2.01 AS THE BANQUET KITCHEN |
| | & ASSO. CAFE SCHEDULE, THERE ARE NO C EQUIPMENT ON THIS |
| | LIST ALL FIXTURES & EQUIPMENT ON THIS SHEET ARE LISTED |
| | WITH A Q. I CAN'T IDENTIFY THE TYPE OF EQUIPMENT FOR |
| | THE TYPE OR WASTE REQUIRED. NOTE # 10 REFERS TO GREASY |
| | WASTE FOR THIS SHEET BUT NOT IDENTIFIED ON THE PLAN. |
| | |
| | 3B)(1) SHEET P0.01 THE BASEMENT LEVEL WITHIN THE ACTIVE |
| | LINEN STORAGE ROOM THERE IS A SUMP PIT, NOTE # 1 |
| | INDICATES SEE DETAIL SHEET P4.01 FOR SANITARY LIFT |
| | STATION. THE DETAIL SHOWS THE 2" DISCHARGE PIPE |
| | VERTICALLY THEN MAKING A 90 DEGREE TURN BENEATH THE |
| | SLAB, THERE INSTALLED A FLANGED CHECK VALVE FOR EACH |
| | PUMP AND A FLANGED GATE VALVE (1) FOR EACH PUMP. PLEASE |
| | SEE SECTION FBC-P 712.2 FOR REQUIRED COMPLIANCE. |
| | 2010 FBC-PLUMBING 712.2 VALVES REQUIRED. |
| | A CHECK VALVE AND A FULL OPEN VALVE LOCATED ON THE |
| | DISCHARGE SIDE OF THE CHECK VALVE SHALL BE INSTALLED IN |
| | THE PUMP OR EJECTOR DISCHARGE PIPING BETWEEN THE PUMP |
| | OR EJECTOR AND THE GRAVITY DRAINAGE SYSTEM. ACCESS |
| | SHALL BE PROVIDED TO SUCH VALVES. SUCH VALVES SHALL BE |
| | LOCATED ABOVE THE SUMP COVER REQUIRED BY SECTION 712.1 |
| | OR, WHERE THE DISCHARGE PIPE FROM THE EJECTOR IS BELOW |
| | GRADE, THE VALVES SHALL BE ACCESSIBLY LOCATED OUTSIDE |
| | THE SUMP BELOW GRADE IN AN ACCESS PIT WITH A REMOVABLE |
| | ACCESS COVER. |
| | |
| | 3B)(2) SHEET P0.01 THE BASEMENT LEVEL WITHIN THE ACTIVE |
| | LINEN STORAGE ROOM THERE IS A SUMP PIT, NOTE # 1 |
| | INDICATES SEE DETAIL SHEET P4.01 FOR SANITARY LIFT |
| | STATION. THE DETAIL OF THE LIFT STATION ALSO DOES NOT |
| | PROVIDE ANY DETAILS ON THE ACCESS COVER, SIZE, |
| | THICKNESS OF COVER, TYPE OF MATERIAL OR HOW ACCESS |
| | COVER WILL BE ATTACHED TO THE FLOOR, OR HOW THE COVER |
| | WILL BE ACCESSIBLE FOR MAINTENANCE. |
| | 2010 FBC-P 712.3.2 SUMP PIT. |
| | THE SUMP PIT SHALL BE NOT LESS THAN 18 INCHES (457 MM) |
| | IN DIAMETER AND 24 INCHES (610 MM) DEEP, UNLESS |
| | OTHERWISE APPROVED. THE PIT SHALL BE ACCESSIBLE AND |
| | LOCATED SUCH THAT ALL DRAINAGE FLOWS INTO THE PIT BY |
| | GRAVITY. THE SUMP PIT SHALL BE CONSTRUCTED OF TILE, |
| | CONCRETE, STEEL, PLASTIC OR OTHER APPROVED MATERIALS. |
| | THE PIT BOTTOM SHALL BE SOLID AND PROVIDE PERMANENT |
| | SUPPORT FOR THE PUMP. THE SUMP PIT SHALL BE FITTED WITH |
| | A GAS-TIGHT REMOVABLE COVER ADEQUATE TO SUPPORT |
| | ANTICIPATED LOADS IN THE AREA OF USE. |
| | |
| | 3B)(3) SHEET P0.01 THE BASEMENT LEVEL WITHIN THE ACTIVE |
| | LINEN STORAGE ROOM THERE IS A SUMP PIT, NOTE # 1 |
| | INDICATES SEE DETAIL SHEET P4.01 FOR SANITARY LIFT |
| | STATION. THE PLUMBING SHEET P0.01 NOR HAS THIS DETAIL |
| | P4.01 PROVIDED THE TOTAL DRAINAGE FIXTURE UNITS/ |
| | GALLONS PER MINUTE OF WASTE THAT IS TO DRAIN INTO THE |
| | SANITARY LIFT STATION. PLEASE PROVIDE THIS DATA TO SEE |
| | THAT THE SPECKED PUMPS WILL MEET THE DEMAND AND PROVIDE |
| | COMPLIANCE WITH 2010 FBC-P 712.4.2 CAPACITY. |
| | 712.4.2 CAPACITY. |
| | A SEWAGE PUMP OR SEWAGE EJECTOR SHALL HAVE THE CAPACITY |
| | AND HEAD FOR THE APPLICATION REQUIREMENTS. PUMPS OR |
| | EJECTORS THAT RECEIVE THE DISCHARGE OF WATER CLOSETS |
| | SHALL BE CAPABLE OF HANDLING SPHERICAL SOLIDS WITH A |
| | DIAMETER OF UP TO AND INCLUDING 2 INCHES (51 MM). OTHER |
| | PUMPS OR EJECTORS SHALL BE CAPABLE OF HANDLING |
| | SPHERICAL SOLIDS WITH A DIAMETER OF UP TO AND INCLUDING |
| | 1 INCH (25.4 MM). THE MINIMUM CAPACITY OF A PUMP OR |
| | EJECTOR BASED ON THE DIAMETER OF THE DISCHARGE PIPE |
| | SHALL BE IN ACCORDANCE WITH TABLE 712.4.2. |
| | |
| | 3B)(4) SHEET P1.03 LEVEL 1 AREA Q3 IS WHERE THE LIFT |
| | STATION TIES INTO THE BUILDING DRAIN, NOTE # 29 |
| | IDENTIFIES THE WASTE LINE. HERE THERE IS 2 ISSUES, THE |
| | CONNECTION OF THE DISCHARGE PIPING IS TO OCCUR EITHER |
| | TO THE BUILDING SEWER OR TO A WYE FITTING IN THE |
| | BUILDING DRAIN. THE CONNECTION TO THE BUILDING DRAIN, |
| | WYE FITTING MUST BE A MINIMUM OF 10 FEET AWAY FROM |
| | OTHER PIPE CONNECTIONS OR FIXTURES TO REDUCE THE |
| | LIKELIHOOD THAT DISCHARGE FROM THE PUMP/ EJECTOR WILL |
| | INTERFERE WITH THE GRAVITY FLOW IN THE DRAINAGE SYSTEM. |
| | |
| | THERE IS A 2 INCH HUB DRAIN CONNECTION WITHIN THE 2" |
| | DISCHARGE LINE OF THE SUMP/ EJECTOR PIPING SYSTEM, THIS |
| | 2 INCH HUB DRAIN WILL NEED TO TIE INTO BUILDING DRAIN |
| | LINE DIRECTLY. |
| | |
| | THE 2ND ISSUE IS THERE IS ANOTHER 2 INCH HUB DRAIN LINE |
| | THAT TIES INTO THE BUILDING DRAIN LINE WITHIN THE 10 |
| | FEET WHERE THE SUMP/ EJECTOR PUMP IS TYING INTO THE |
| | BUILDING DRAIN LINE. WHEN VIEWING WHERE AND HOW THE |
| | SUMP/ EJECTOR PUMP DISCHARGE INTO THE BUILDING DRAIN IT |
| | IS DEPICTED AS THE WYE ON ITS SIDE. SEE 2010 FBC-P |
| | 712.3.5 EJECTOR CONNECTION TO THE DRAINAGE SYSTEM. |
| | PUMPS CONNECTED TO THE DRAINAGE SYSTEM SHALL CONNECT TO |
| | THE BUILDING SEWER OR SHALL CONNECT TO A WYE FITTING IN |
| | THE BUILDING DRAIN A MINIMUM OF 10 FEET (3048 MM) FROM |
| | THE BASE OF ANY SOIL STACK, WASTE STACK OR FIXTURE |
| | DRAIN. WHERE THE DISCHARGE LINE CONNECTS INTO |
| | HORIZONTAL DRAINAGE PIPING, THE CONNECTOR SHALL BE MADE |
| | THROUGH A WYE FITTING INTO THE TOP OF THE DRAINAGE |
| | PIPING. |
| | |
| | 3C) SHEET P0.01 THE BASEMENT LEVEL WITHIN THE ACTIVE |
| | LINEN STORAGE ROOM AT THE THREE COMMERCIAL WASHING |
| | MACHINES THERE IS NO DRAINAGE, NO TRENCH DRAIN, ONLY A |
| | 3 INCH FLOOR DRAIN. PLEASE PROVIDE THE MANUFACTURERS |
| | SPECS ON THE COMMERCIAL CLOTHES WASHERS, WILL THEY BE A |
| | GRAVITY DRAIN OR PUMP, IF PUMP WHAT WILL THE GPM FLOW |
| | BE? WILL THESE UNITS BE USING A TRENCH DRAIN? SHOW |
| | COMPLIANCE WITH |
| | 2010 FBC-PLUMBING 406.3 WASTE CONNECTION. TABLE 709.1 |
| | COMMERCIAL FOOTNOTES (A & G). |
| | |
| | 3D) SHEET P0.01 THE BASEMENT LEVEL WITHIN THE SERVICE |
| | ELEVATOR B016 THE PLANS DO NOT SHOW A SUMP PUMP DETAIL |
| | AS DOES THE SERVICE ELEVATOR ST4B NOTE # 9 PROVIDES |
| | DETAILS ON P4.01. |
| | 2010 FBC-P 1003.4 OIL SEPARATORS REQUIRED. AT REPAIR |
| | GARAGES, CAR-WASHING FACILITIES, AT FACTORIES WHERE |
| | OILY AND FLAMMABLE LIQUID WASTES ARE PRODUCED AND IN |
| | HYDRAULIC ELEVATOR PITS, SEPARATORS SHALL BE INSTALLED |
| | INTO WHICH ALL OIL-BEARING, GREASE-BEARING OR FLAMMABLE |
| | WASTES SHALL BE DISCHARGED BEFORE EMPTYING INTO THE |
| | BUILDING DRAINAGE SYSTEM OR OTHER POINT OF DISPOSAL. |
| | |
| | 3E) SHEET P0.01 THE BASEMENT LEVEL NOTE # 2 A/C |
| | CONDENSATE DRAIN PIPE TO RUN BELOW BASEMENT SLAB, SIZE |
| | IS NOT PROVIDED, NOTE THIS PIPE IS SHOWN ON THE FLOOR |
| | PLANS TO DRAIN INTO THE SUMP PIT WHERE AS IT IS NOT |
| | SHOWN ON THE DETAIL OF THE SUMP PIT, NOTE SURE AT WHAT |
| | LEVEL IT WILL DISCHARGE INTO THE SUMP PIT. |
| | THE OTHER ISSUE IS A/C CONDENSATE DUMPING INTO THE CITY |
| | SEWER. WEST PALM BCH MUNI CODE SEC. 90-126 |
| | PROHIBITIONS & LIMITATIONS OF DISCHARGE (A)GENERALLY. |
| | USERS SHALL NOT DISCHARGE POLLUTANTS INTO THE WWF |
| | UNLESS IN ACCORDANCE WITH THIS ARTICLE. |
| | (5)STORM WATER, SURFACE WATER, GROUNDWATER, ARTESIAN |
| | WELL WATER, ROOF RUNOFF, SUBSURFACE DRAINAGE, SWIMMING |
| | POOL DISCHARGES, UNCONTAMINATED COOLING WATER, |
| | UNPOLLUTED INDUSTRIAL PROCESS WATERS, AIR CONDITIONING |
| | CONDENSATE, UNLESS SPECIFICALLY AUTHORIZED BY THE CITY |
| | IN WRITING. |
| | |
| | 3F) FOUND, NO COMMENT. |
| | |
| | 3G) SHEET P0.01 THE BASEMENT LEVEL/ POOL EQUIPMENT ROOM |
| | NOTE #10 INDICATES THE USE OF A SUMP PUMP TO PUMP THE |
| | POOL BACK WASH TO SANITARY, THERE IS NO PIT SHOWN ON |
| | THE PLANS, NOR IS THERE A NOTE PROVIDING DETAILS SIZE |
| | OF PUMP OR DISCHARGE REQUIRED. SUMPS ARE TO COMPLY WITH |
| | 2010 FBC-P 712. |
| | |
| | 3H) NOTE THE POOL EQUIPMENT ROOM IS MISSING A HOSE BIBB |
| | PER SECTION 2010 FBC-B 424.1.5.9. |
| | |
| | 4) SHEET P1.01 LEVEL 1 AREA Q1: NOTE OUTSIDE OF THE |
| | POOL STORAGE EQUIPMENT ROOM THERE IS DEPICTED HOSE BIBB |
| | PLEASE INDICATE WHERE COMPLIANCE WITH SECTION 2010 |
| | FBC-B 424.1.6.2 RINSE SHOWER CAN BE FOUND? |
| | |
| | 5) SHEET P1.02 LEVEL 1 AREA Q2: |
| | |
| | 5A) SHEET P1.02 LEVEL 1 AREA Q2, NOTE# 35 INDICATES CAN |
| | WASH SEE P4.01 CAN WASH DETAIL: |
| | 5A) (1) THE SIDE ELEVATION SECTION AND FRONT ELEVATION, |
| | THERE ARE QUESTIONS, NOTE # 5 INDICATES THE HOT WATER |
| | TO THE CAN WASH WILL BE 180 DEGREES BUT NOTE 4 |
| | INDICATES HOSE BIBB NIBCO- SCOTT 760 (W/ CREST WASHER - |
| | 100 DEGREES. THE SIDE VIEW OF THE HOSE BIBBS AND FRONT |
| | VIEW IT APPEARS THERE WILL BE TO INDEPENDENT HOSE BIBBS |
| | WHERE WATER CANNOT MIX AS IF IT WERE GOING THROUGH A |
| | MIXING VALVE, WATER HOTTER THAN 140 DEGREES WILL NEED |
| | TO COMPLY WITH: |
| | 2010 FBC-P 701.7 CONNECTIONS. |
| | DIRECT CONNECTION OF A STEAM EXHAUST, BLOWOFF OR DRIP |
| | PIPE SHALL NOT BE MADE WITH THE BUILDING DRAINAGE |
| | SYSTEM. WASTEWATER WHEN DISCHARGED INTO THE BUILDING |
| | DRAINAGE SYSTEM SHALL BE AT A TEMPERATURE NOT HIGHER |
| | THAN 140?F (60?C). WHEN HIGHER TEMPERATURES EXIST, |
| | APPROVED COOLING METHODS SHALL BE PROVIDED. |
| | |
| | 5B) SHEET P1.02 LEVEL 1 AREA Q2, NOTE# 21 INDICATES A |
| | NEW 750 GALLON CONCRETE VAULT TYPE GREASE INTERCEPTOR, |
| | NOTE 36 SEE SHEET P3.01D FOR THE CONTINUATION OF GREASY |
| | WASTE. PLEASE PROVIDE THE SIZING CALCULATIONS FOR THE |
| | CONCRETE VAULT TYPE GREASE INTERCEPTOR, |
| | SIZING IS TO BE IN ACCORDANCE WITH 2010 FBC-P SECTION |
| | 1003.5.1 AND TABLE 1003.5.1. |
| | |
| | 5C) SHEET P1.02 LEVEL 1 AREA Q2, NOTES 22-25 DEALS WITH |
| | FUEL LINES, PLEASE NOTE DIRECTLY ABOVE THE NEXT STORY |
| | IS THE DIESEL EMERGENCY GENERATOR. DIESEL, FUEL TANKS |
| | AND ASSOCIATED LINES WILL BE REVIEWED BY THE MECHANICAL |
| | REVIEWER AND INSPECTED BY THE MECHANICAL INSPECTOR. |
| | DETAIL P4.04. |
| | |
| | 6) SHEET P1.03 LEVEL 1 AREA Q3. SHEET P1.03 LEVEL 1 |
| | AREA Q3, NOTE# 01 INDICATES A NEW 1,250 GALLON CONCRETE |
| | VAULT TYPE GREASE INTERCEPTOR, NOTE REFERS TO SHEET |
| | P4.03 THE GREASE INTERCEPTOR DETAIL. SHEET P3.00 |
| | INDICATES 132 FU DRAINING INTO THE GREASE INTERCEPTOR. |
| | IF SIZING USING TABLE 1003.3.4.1 THIS TABLE IS TO BE |
| | USED WHEN THE DESIGN IS FOR HYDRO MECHANICAL GREASE |
| | INTERCEPTORS. |
| | PLEASE PROVIDE THE SIZING CALCULATIONS FOR THE CONCRETE |
| | VAULT TYPE GREASE INTERCEPTOR, SIZING IS TO BE IN |
| | ACCORDANCE WITH 2010 FBC-P SECTION 1003.5.1 AND TABLE |
| | 1003.5.1. |
| | |
| | 7) SHEET P1.04 LEVEL 1 AREA Q4. KITCHEN 105 , NO GREASY |
| | WASTE IS SHOWN ON THE PLANS, NOTE # 15 INDICATES SEE |
| | P2.04 FOR CONTINUATION. THIS SHEET IS A EQUIPMENT |
| | SCHEDULE, PLEASE PROVIDE A GREASY WASTE ISOMETRIC OR |
| | WHERE TO LOCATE SUCH PLANS. PLEASE PROVIDE THE SIZING |
| | CALCULATIONS FOR THE CONCRETE VAULT TYPE GREASE |
| | INTERCEPTOR, SIZING IS TO BE IN ACCORDANCE WITH 2010 |
| | FBC-P SECTION 1003.5.1 AND TABLE 1003.5.1. |
| | |
| | 8) SHEET P1.06 NOTE # 15 INDICATES 3 ELECTRIC WATER |
| | HEATERS FOR USE IN THE KITCHEN THIS IS REVISION 4.5 IS |
| | THIS PART OF A REVISION FOUND IN THE GAS PLAN REVISION |
| | 3.5 WHERE THERE IS A DISCREPANCY IN THE AMOUNT OF |
| | BOILERS FOR THE KITCHEN AND BTU'S. |
| | |
| | 9) SHEET P3.04 RWL # 2. WITH THE 4 " ROOF DRAIN 1106 S. |
| | F. BEING ADDED TO THE HORIZONTAL LOAD OF2597 SQ FT |
| | TABLE 1106.3/ 1 % SLOPE . WILL REQUIRE 5 " HORIZONTAL |
| | DRAIN PIPE. WHEN 4 " RD 739 S F IS ADDED, THE LOAD IS |
| | 3336 S F / 1 % SLOPE, A 6 IN HORIZONTAL PIPE WILL BE |
| | REQUIRED. |
| | |
| | 10) SHEET P3.05: |
| | 10A) SHEET P3.05 (MARK UP # 1) THE COMBINED SQUARE |
| | FOOTAGE OF RWL 15 & 16 = 1748 OVER THE 1652 SQ FT @ 4.5 |
| | IN/ 100 YR RAIN OF 1652 IF USING 1% SLOPE? SLOPE NOT |
| | INDICATED. 2010 FBC-P TABLE 1106.3. |
| | |
| | 10B) SHEET P3.05 (MARK UP # 2) THE COMBINED SQUARE |
| | FOOTAGE OF RWL UNKNOWN NOT MARKED & 17 = 2254 OVER THE |
| | 1652 SQ FT @ 4.5 IN/ 100 YR RAIN OF 1652 IF USING 1% |
| | SLOPE? SLOPE NOT INDICATED. 2010 FBC-P TABLE 1106.3. |
| | |
| | 11) SHEET P3.09 (MARK UP # 1) THE 2 X 770 S F= 1540 S F |
| | + 603 S F+2143 SQ FT, OVER THE ALLOWED 1652 SQ FT @ 4.5 |
| | IN/ 100 YR RAIN OF 1652 IF USING 1% SLOPE? SLOPE NOT |
| | INDICATED. 2010 FBC-P TABLE 1106.3. |
| | |
| | 12) A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW |
| | COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION |
| | MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE |
| | THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR |
| | PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
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