| Date |
Text |
| 2006-02-16 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 05091639MIZNER LAKES |
| | |
| | ADD: XXXN CONGRESS BLDG# 4 |
| | |
| | CONT: AVS CONSTRUCTION |
| | TEL: (954)655-5162 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | ARCH:SLATTERY & ASSOC |
| | 2060 NW BOCA RATON BLVD |
| | BOCO RATON, FL |
| | TEL: (561) 392-3848 |
| | FAX: (561) 392-5402 |
| | |
| | STRUC: CHM STRUCTURAL ENG, LLC |
| | 9200 S DADELAND, SUITE 409 |
| | MIAMI, FL |
| | TEL (305) 667-1621 |
| | FAX (305) 662-9673 |
| | |
| | ARCHITECTURAL SHEET A.002, BUILDING |
| | DATA DOES NOT IDENTIFY TO WHICH CODE |
| | THIS BUILDING WAS DESIGNED TO. THE |
| | BUILDING DATA SHEET ALSO DOES NOT |
| | PROVIDE THE MINIMUM BUILDING DESIGN |
| | GOVERNED BYINTENDED OCCUPANCYSEE |
| | 503.1.2 AND TABLE 500. |
| | |
| | ARCHITECTURAL SHEET A-251 INDICATES THAT |
| | THIS PLAN WAS DEVELOPED UNDER THE 2001 |
| | FBC, BUT HAS CODE REFRENCES FOR THE 2004 |
| | FBC. S-0.00 ALSO INDICATES THE PLANS |
| | WERE DEVELOPED UNDER THE 2001 FBC. |
| | NOTE A-251 OCCUPANCY R-3 IS FOR SINGLE |
| | FAMILY THIS WILL BE AN R2 OCCUPANCY |
| | CLASSIFICATION. |
| | |
| | THIS REVIEW WILL BE COMPLETED UNDER THE: |
| | 2001 FBC |
| | TYPE: II, SPRINKLERED NFPA 13 |
| | ---NOTE--- |
| | WHEN RESUBMITTING PLANS PLEASE INDICATE |
| | THE REVISION & REMOVE & REPLACE ANY |
| | PAGES AS NECESSARY. A TRANSMITTAL LETTER |
| | LISTING THE ORIGINAL REVIEW COMMENT NUM- |
| | BER, WITH A DESCRIPTION OF THE REVISION |
| | MADE, IDENTIFYING THE SHEET OR SPECIFICA |
| | TION PAGE WHERE THE CHANGES CAN BE FOUND |
| | WILL HELP TO EXPEDITE YOUR PERMIT. THANK |
| | YOU FOR YOUR ANTICIPATED COOPERATION. |
| | |
| | |
| | 1) PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | NOTE: FL S S 713.13(2) IF THE NOC IS |
| | RECORDED AT THE CLERK OF THE COURT AND |
| | WORK HAS NOT STATED WITH 90 DAYS OF |
| | RECORDING IT IS NULL & VOID REQUIRING |
| | RE-RECORDING. |
| | |
| | 2)FL BLD CODE 1804.2.2 QUESTIONABLE |
| | SOILS, WHERE THE BEARING CAPACITY IS |
| | NOT DEFINETLY KNOWN OR IS IN QUESTION. |
| | WHERE THE BEARING CAPACITY OF THE SOIL |
| | IS NOT DEFINITLY KNOWN OR IS IN QUESTION |
| | THE BUILDING OFFICIAL MAY REQUIRE EXPLOR |
| | ATIONS, TEST OR OTHER ADEQUATE PROOF AS |
| | TO THE PERMISSIBLE SAFE BEARING |
| | CAPACITY. REQUIRED TEST AND RECOMMENDA- |
| | TIONS SUBMITTED TO VERIFY BEARING CAPA- |
| | CITY SHALL BE CERTIFIED BY A GEOTECH- |
| | NICALREPORT FROM A DESIGN PROFESSIONAL |
| | PROPERLY LICENSED IN THE STATE OF |
| | FLORIDA. |
| | |
| | 3) FBC 13-103.1.2 BEFORE A BUILDING |
| | PERMIT CAN BE ISSUED, THE SUBMITTED |
| | ENERGY CODE COMPLIANCE FORMS SHALL BE |
| | SIGNED BY THE BUILDING OWNER, THE |
| | OWNER'S ARCHETECT OR OTHER AUTHORIZED |
| | AGENT LEGALLY DESIGNATED BY THE OWNER. |
| | |
| | 4) ARCHITECTURAL SHEETS ARE COPIES OF |
| | SIGNATURE: |
| | PLANS, SPECIFICATIONS,REPORTS OR |
| | OTHER DOCUMENTS PREPARED BY THE DESIGN |
| | PROFESSIONAL AND BEING FILED FOR PUBLIC |
| | RECORD SHALL HAVE THE SIGNATURE AND |
| | SEAL OF THE DESIGN PROFESSIONAL AFFIXED |
| | TO THE DOCUMENT. |
| | FL STATE STAT: 61G15-23.002 ENGINEERS |
| | FL ATATE STAT: 61G16.003 ARCHITECTS |
| | |
| | 5) BEFORE A PERMIT TO CONSTRUCT, MAY BE |
| | ISSUED, IMPACT FEES MUST BE PAID TO PALM |
| | BEACH COUNTY. THE ACTUAL PERMIT |
| | SET OF PLANS MUST BE STAMPED BY THAT |
| | OFFICE, AND A COPY OF THE PAID RECEIPT |
| | ATTACHED TO THE PERMIT APPLICATION. |
| | PLEASE CALL (561)233-5025 FOR MORE |
| | INFORMATION. |
| | |
| | 6)WPB AMENDMENT 105.13.6. W.P.B. |
| | CONSTRUCTION SERVICES DEPARTMENT |
| | REQUEST FOR THRESHOLD BUILDINGS A |
| | SPECIAL INSPECTOR AS REQUIRED BY S. |
| | 553.79(5) FLORIDA STATUTES TO THE MIN- |
| | IMUM INSPECTIONS REQUIRED BY THIS CODE. |
| | CONTACT HAROLD PISKURA MANAGER OF THE |
| | SPECIAL INSPECTOR PROGRAM AT (561) |
| | 805-6711 FOR FURTHER INFORMATION BEFORE |
| | THE PERMIT MAY BE ISSUED. |
| | |
| | 7) W.P.B. AMENDMENT 105.13.4.4 ALL PLANS |
| | FOR THE BUILDING WHICH ARE REQUIRED TO |
| | BE SIGNED AND SEALED BY THE ARCHITECT OR |
| | ENGINEER OF RECORD CON- TAIN A STATEMENT |
| | THAT, TO THE BEST OF THE ARCHITECT'S PR |
| | ENGINEER'S KNOWLEDGE, THE PLANS AND |
| | SPECIFICATIONS COMPLY WITH THE |
| | APPLICABLE FIRE-SAFETY STANDARDS AS |
| | DETERMINED BY THE LOCAL AUTHORITY IN |
| | ACCORDANCE WITH THIS SECTION AND 633 |
| | FLORIDA STATUTE. |
| | |
| | 8) CONTACT LILI URSA FOR ADDRESSING |
| | REQUIREMENTS @ (561)822-1239. |
| | |
| | 9) ADDITIONAL INFORMATION REQUIRED FOR |
| | RECORD KEEPING PURPOSES 104.1.2*: |
| | 10C)A) FLOOD ZONE |
| | 10C)B) FLOOD ELEVATION (IF A ZONE) |
| | 10C)C) LOMAR (IF A ZONE) |
| | 10C)D) NUMBER OF UNITS |
| | 10C)E) NUMBER OF FLOORS |
| | 10C)F) NUMBER OF BEDROOMS |
| | 10C)G) NUMBER OF ROOMS |
| | 10C)H) NUMBER OF BATHROOM |
| | 10C)I) SQ FT LIVING SPACE(TOTAL) |
| | 10C)J) SQ FT FOOT PRINT |
| | 10C)K) SQ FT UNDER ROOF (TOTAL) |
| | |
| | 10)SHEET A-002 |
| | |
| | 10A) AS NOTED ABOVE PLANS ARE TO |
| | INDICATE THE MINIMUM BUILDING TYPE, |
| | 503.1.2& TABLE 500. |
| | |
| | 11) SHEET A-102; |
| | |
| | 11A)DEFINITION, TERM TOWNHOUSE:A SINGLE |
| | FAMILY DWELLING CONSTRUCTED IN A SERIES |
| | OR GROUP OF ATTACHED UNITS WITH PROPERTY |
| | LINES SEPARATING EACH UNIT. IF TRUELY |
| | TOWNHOUSE CONSTRUCTION PROVIDE A REPLAT |
| | OF THE LAND SHOWING INDIVUAL LOT LINES. |
| | OTHERWISE RENAME THESE UNITS TO SOME |
| | OTHER TERMINOLOGY. PLANS ARE NOT BUILT |
| | TO THE TOWNHOUSE STANDARD FOUND UNDER |
| | SECTION704.4(1-5). |
| | |
| | 11B) THERE APPEARS TO BE NUMBERS ON |
| | VARIOUS ITEMS OF THE PLANS AND TO THE |
| | RIGHT NOTES STATING WITH # 1 BUT NO |
| | OTHER INFORMATION? COMPLETE. |
| | |
| | 12 ) SHEET A.300- A.304STAIR TOWER # 1 |
| | ON EACH FLOOR MISSING CLEARENCE AT DOOR |
| | TO STAIRS.18"X60" LATCH SIDE OF DOOR. |
| | 11-4.13.6 MANEUVERING CLEARENCES |
| | AT DOORS. MINIMUM MANEUVERING CLEARENCES |
| | AT DOORS THAT ARE NOT AUTOMATIC OR |
| | POWER-ASSISTED SHALL BE AS SHOWN IN |
| | FIG. 25. THE FLOOR OR GROUND AREA WITH |
| | IN THE REQUIRED CLEARENCES SHALL BE |
| | CLEAR & LEVEL. |
| | |
| | 13) A201/ A202 |
| | 13A) PLANS DO NOT PROVIDE A CUT SECTION |
| | THROUGH STAIRWAYS INDICATING COMPLIANCE |
| | WITH GUARDRAILS FOR HEIGHT (HEAD |
| | PROTECTION).COMMON PROBLEM TO ALL |
| | STAIRWAYS,11-4.4.2 HEAD ROOM. WALKS, |
| | HALLS, CORRIDORS, PASSAGEWAYS, AILES OR |
| | OTHER CIRCULATION SPACES SHALL HAVE 80 |
| | INCHES MINIMUM CLEAR HEAD ROOM (SEE |
| | FIGURE 8(A)). IF VERTICAL CLEARENCE OF |
| | AN AREA |
| | |
| | ADJOINING AN ACCESSIBLE ROUTE IS REDUCED |
| | TO LESS THAN 80 IN. (NOMINAL |
| | DIMENSION), |
| | A BARRIER TO WARN BLIND OR VISUALLY- |
| | IMPARED PERSONS SHALL BE PROVIDED. (SEE |
| | FIGURE 8(C-1)). |
| | |
| | |
| | 13B ) STAIR TOWER# 4 WINDOWS WITHIN |
| | 10'-0" OF TOWER OPENINGS SEE 1006.1.3.2 |
| | |
| | 13C) GATES OR DOORS BY THE DRIVE-IN |
| | GATES ARE NOT ON DOOR SCHEDULE ? |
| | |
| | 13D) PROVIDE THE ACCESSIBLE PATH (MEANS |
| | OF EGRESS)FROM THE 2 STORY LOFT UNITS ON |
| | THE FIRST FLOOR AROUND THE PERIMETER OF |
| | THE PARKING GARAGE. THE PATHWAY THAT |
| | BACKS UP TO THE COMMERCIAL BUILD OUT |
| | LATER, RIGHT SIDE OF PAGE HAS 2 |
| | PROBLEMS, |
| | FIRST THE COLUMNS STICK OUT A FOOT |
| | MAKING A CLEAR ACCESSIBLE PATH OF ONLY |
| | 36", THE SECOND ISSUE IS THE DOORS SWING |
| | OUT AS REQUIRED BY CODE BUT THEY SWING |
| | OVER THE MEANS OF EGRESS 36" ONLY |
| | LEAVING 12" CLEAR 1/2 OF THE REQUIRED |
| | 44" IS 22" MINIMUM. ALSO SEE DOORS 107, |
| | 108. |
| | |
| | 13E) ON THE RIGHT SIDE OF 201- 202 THE |
| | COMMERCIAL AREA, IT APPEARS THERE IS A |
| | HANDICAPPED RAMP AND STAIRS, BUT NO |
| | SECTIONS THROUGH FOR FURTHER DETAILS? NO |
| | ELEVATIONS PROVIDED? IT APPEARS THAT THE |
| | EXHAUST FROM THE PARKING GARAGE IS |
| | WITHIN 5'-0" OF THE HANDICAPPED RAMP, IS |
| | THERE FLARINGS TO DIRECT EXHAUST FROM |
| | THE RAMP? |
| | |
| | 13F) HANDICAPPED SPACE WITHIN PARKING |
| | GARAGE NEEDS TO SHOW VAN ACCESSIBLE |
| | PARKING.11-4.1.2(5)(B) IN PARKING |
| | STRUCTURES, ONE IN EVERY EIGHT |
| | ACCESSIBLE SPACES, BUT NOT LESS THAN |
| | ONE, SHALL BE "VAN ACCESSIBLE" AND SHALL |
| | BE DESIGNED AS REQUIRED BY 11-4.6.3. |
| | THE VERTICAL CLEARANCE AT SUCH SPACES |
| | SHALL COMPLY WITH ?11-4.6.5.ALL SUCH |
| | SPACES MAY BE GROUPED ON ONE LEVEL OF A |
| | PARKING STRUCTURE.WHEN SUCH SPACES ARE |
| | PROVIDED IN A PARKING STRUCTURE AND ONLY |
| | ONE IN EIGHT MEET THE HEIGHT REQUIREMENT |
| | OF 11-4.6.5, THEY SHALL BE DESIGNATED AS |
| | REQUIRED BY 11-4.6.4. |
| | |
| | 13G) PROVIDE MORE INFORMATION, PLANS |
| | INDICATE A TRASH ROOM # 103 BUT THERE IS |
| | AN AREA # 124 TRAASH AREA? EXPLAIN?THIS |
| | AREA IS NOT AUTOMOBILE STORAGE BUT A S1 |
| | STORAGE REQUIRING A 3HR SEPERATION. SEE |
| | TABLE 704.1. |
| | |
| | 13H) THE 2 STORY LOFT UNITS DO NOT HAVE |
| | EXIT ACCESS CORRIDORS TO THESE UNITS. |
| | EXIT ACCESS CORRIDORS WILL BE REQUIRED |
| | BECAUSE THE GARAGE ENTRY DOOR IS THE |
| | PRIMARY ENTRY DOOR COVERED UNDER FAIR |
| | HOUSING. SEE FAIR HOUSING P. 1.22 |
| | ELEVATORS MUST PROVDE ACCESS TO PRIMARY |
| | ENTRY FLOORS OF 2-STORY DWELLING IN |
| | ELEVATOR BUILDINGS. NOTED THE 2-STORY |
| | LOFT UNITS DO HAVE A FRONT DOOR WHERE |
| | STAIRS ARE PRESENT, THE ENTERIOR ENTRY |
| | DOOR IS CONSIDERED THE MAIN OR PRIMARY |
| | ENTRY DOOR. |
| | 1001.1.3 MEANS OF EGRESS SHALL CONSIST |
| | OF CONTINUOUS AND UNOBSTRUCTED PATHS OF |
| | TRAVEL TO THE EXTERIOR OF A BUILDING. |
| | MEANS OF EGRESS SHALL NOT BE PERMITTED |
| | THROUGH KITCHENS, CLOSETS, RESTROOMS AND |
| | "SIMILAR AREAS" NOR THROUGH ADJACENT |
| | TENANT SPACES. |
| | THE BUILDING OFFICIAL HAS REVIEWED |
| | THE LAYOUT OF THIS PLAN AND INTERPRETS |
| | THROUGH THE GARGE AS SIMILAR AREAS. |
| | 1001.1.4 WHEN UNUSUALLY HAZARDOUS |
| | CONDITIONS EXIST, THE BUILDING OFFICIAL |
| | MAY REQUIRE ADDITIONAL MEANS OF EGRESS |
| | TO ASSURE THE SAFETY OF THE OCCUPANTS. |
| | |
| | 14) A.203: |
| | |
| | 14A) STAIRWELL# 3 THERE IS A WALL JUST |
| | TO THE LEFT OF THE STAIRWELL, PROVIDE A |
| | SECTION THROUGH IS THIS A HANDRAIL OR A |
| | WALL ? |
| | |
| | 14B) BOTTOM LEFT OF PAGE WHERE THE |
| | MATCHLINE STARTS THERE IS A AREA NO ROOM |
| | REFRENCE, IT APPEARS POSSIBLY A FENCE |
| | BLOCKS THIS AREA OFF? |
| | |
| | 14C) FANS UPPER RIGHT INTAKE OR EXHAUST? |
| | |
| | 14D) COLUMN LINE RIGHT SIDE OF PAGE NEXT |
| | TO THE COMMERCIAL AREA, CUTS INTO THE |
| | ACCESSIBLE ISLE, MEANS OF EGRESS, |
| | 44"MINIMUM. |
| | |
| | 15) A204: |
| | |
| | 15A) DOOR 204 SWINGS AGAINST THE TRAFFIC |
| | FLOW TO THE STAIR TOWER# 1. |
| | 1012.1.2 EGRESS DOORS SHALL BE SIDE |
| | SWINGING TYPE. DOORS SHALL SWING IN THE |
| | DIRECTION OF EGRESS. |
| | |
| | 15B) AREA JUST RIGHT OF STAIR TOWER# 1, |
| | IS THIS A WINDOW, OPEN, OR HANDRAIL? |
| | |
| | 15C) LEFT SIDE OF PAGE COMMENT# 14 B), |
| | THERE IS A PAIR OF DOORS THAT SWING INTO |
| | THE REQUIRED EGRESS PATH AND A COLUMN |
| | THAT BLOCKS THE CLEAR AREA TO THE |
| | COLUMN, ONLY 1'-0" CLEAR. SEE 1012.1.4. |
| | |
| | 16)A.205; |
| | |
| | 16A) CONDO UNIT C-4 IT APPEARS THERE MAY |
| | BE A SHAFT, NO INFO NO CUT SECTION? |
| | |
| | 16B) POOL EQUIPMEENT ROOM JUST ABOVE |
| | LEFT & RIGHT IT APEARS TO HAVE MASONARY |
| | WALLS(M3) WWITH SOME TYPE OF OPENING , |
| | RAIL? NO SSECTION? |
| | |
| | 16C) POOL PAVILION INDICATES A SECTION |
| | A304 BUT WRONG REFRENCE?PROVIDE SECTION |
| | OF SINK CABINET. |
| | |
| | 16D) PROVIDE ADDITIONAL INFORMATION JUST |
| | TO THE LEFT OF THE POOL PAVILION THERE |
| | APPEARS TO BE A GRILL? IF GAS: |
| | SECTION 2808 |
| | BARBECUES - FACTORY-BUILT |
| | FACTORY-BUILT BARBECUES SHALL BE OF AN |
| | APPROVED TYPE AND SHALL BE INSTALLED |
| | IN ACCORDANCE WITH THE MANUFACTURER'S |
| | INSTRUCTIONS. |
| | |
| | 16E)POOL DECK PLAN DOES N'T INDICATE |
| | WHAT TYPE OF FINISH OTHER THAN THE PAVER |
| | DECK, WHAT ARE THE OTHER AREAS COVERED |
| | WITH? PLANS DO NOT PROVIDE SLOPE TO DECK |
| | DRAINS OR DECK DRAINS? |
| | |
| | 16F) POOL DECK DRAINS WILL BE INSTALLED |
| | IN A RATED FLOOR, PROVIDE THE TYPE OF |
| | PIPE TO BE USED AND THE RATED ASSEMBLY |
| | FOR THIS INSTALATION. |
| | 705.6 PENETRATIONS OF HORIZONTAL |
| | ASSEMBLIES. ALL PENETRATIONS OF A FLOOR, |
| | FLOOR/CEILING ASSEMBLY, OR THE CEILING |
| | MEMBRANE OF A ROOF/CEILING ASSEMBLY |
| | SHALL BE PROTECTED BY A SHAFT ENCLOSURE |
| | IN ACCORDANCE WITH 705.2 OR SHALL COMPLY |
| | WITH ?705.6.1 THROUGH 705.6.4. |
| | 705.6.1 THROUGH-PENETRATIONS. |
| | THROUGH-PENETRATIONS OF FIRE RATED |
| | HORIZONTAL ASSEMBLIES SHALL COMPLY |
| | WITH 705.6.1.1 OR 705.6.1.2. |
| | |
| | 16G)NOTE: SEE DEPARTMENT OF HEALTH |
| | [DOH] RULE 64E-9, FLORIDA ADMINISTRATIVE |
| | CODE AND CHAPTER 514, FLORIDA STATUTES |
| | FOR SECURITY & REQUIRED FENCING. TO BE |
| | IN PLACE AT TIME OF BUILDING C.O. |
| | |
| | 16H) NOTE:13-412.1.ABCD.2.4.2 COVERS |
| | REQUIRED. SPAS AND HEATED SWIMMING POOLS |
| | SHALL BE EQUIPPED WITH A COVER DESIGNED |
| | TO MINIMIZE HEAT LOSS.TO BE IN PLACE AT |
| | TIME OF BUILDING C.O. |
| | |
| | 16I) PROVIDE EXITING SIGNAGE FOR POOL |
| | DECK.1016.1.1 ILLUMINATION OF MEANS OF |
| | EGRESS SHALL BE PROVIDED IN ACCORDANCE |
| | WITH THIS SECTION FOR EVERY BUILDING AND |
| | STRUCTURE.FOR THE PURPOSES OF THIS |
| | REQUIREMENT, EXIT ACCESS SHALL INCLUDE |
| | ONLY DESIGNATED STAIRS, AISLES, |
| | CORRIDORS, RAMPS, ESCALATORS AND |
| | PASSAGEWAYS LEADING TO AN EXIT.FOR THE |
| | PURPOSES OF THIS REQUIREMENT, EXIT |
| | DISCHARGE SHALL INCLUDE ONLY DESIGNATED |
| | STAIRS, AISLES, CORRIDORS, RAMPS, |
| | ESCALATORS, WALKWAYS AND EXIT |
| | PASSAGEWAYS LEADING TO A PUBLIC WAY. |
| | |
| | 16J) STAIR TOWER# 4, THE DOOR SWINGS THE |
| | WRONG WAY:1012.1.2EGRESS DOORS SHALL BE |
| | SIDE SWINGING TYPE.DOORS SHALL SWING |
| | IN THE DIRECTION OF EGRESS |
| | |
| | 17)A.206 |
| | |
| | 17A)PAIR OF DOORS # 351 SWING THE WRONG |
| | WAY AGAINST EXITING PATTERNS.1012.1.2. |
| | |
| | 17B) RESIDENT STORAGE ROOM 313, TO BE |
| | CONSIDERED AN S1 REQUIRING 3 HR |
| | SEPERATION.TABLE 704.1. |
| | |
| | 17C) SEE A-253 LIFE SAFETY PLAN STAIR |
| | TOWER# 1 AND DOOR 302 CAN'T ACCOMADATE |
| | THE OCCUPANT LOAD FOR THE UNITS AND THE |
| | POOL DECK, 1/2 THE LOAD OR 175 HAVE TO |
| | GO THROUGH DOOR 302. 175X.2=35" OF CLEAR |
| | OPENING, A 3'-0" DOOR CLEAR IS 34". THE |
| | STAIR IS 4'-4"/.3=173.3. DOOR 103 AT THE |
| | BOTTOM OF THE STAIR ALSO WILL BE TO |
| | SMALL TO ACCOMADATE THE OCCUPANT LOAD |
| | FROM THIS FLOOR. |
| | |
| | 17D) STAIRWELL# 2 IT APPEARS THAT A |
| | SHAFT IS DIRECTLY IN FRONT OF THE |
| | STAIRWELL PROVIDE SECTION THROUGH GIVING |
| | WAAL TYPE AND RATING?705.2.2 SHAFT |
| | ENCLOSURES. ALL OPENINGS THROUGH A FLOOR |
| | AND PENETRATIONS THROUGH A FLOOR SHALL |
| | BE PROTECTED BY A SHAFT ENCLOSURE IN |
| | ACCORDANCE WITH 705.2.3. |
| | |
| | 18) A.208: |
| | |
| | 18A) STORAGE UNITS IN ROOM# 411 WILL |
| | REQUIRE A 3 HR WALL AROUND THE PERIMETER |
| | OF THE ROOM. |
| | |
| | 18B) PROVIDE A CUT SECTION FOR JUST |
| | OUTSIDE THE FITNESS ROOM AND STORAGE |
| | ROOM IT APPEARS TO BE A ROOF, NO |
| | DETAILS. |
| | |
| | 19) A.300: |
| | |
| | 19A) STAIR TOWER# 1, DOOR# 103, |
| | 1012.1.3 THE ELEVATION OF THE FLOOR |
| | SURFACES ON BOTH SIDES OF A DOOR SHALL |
| | NOT VARY BY MORE THAN 1/2 IN. (13 MM). |
| | THE ELEVATION SHALL BE MAINTAINED ON |
| | BOTH SIDES OF THE DOORWAY FOR A DISTANCE |
| | AT LEAST EQUAL TO THE WIDTH OF THE |
| | WIDEST LEAF.THRESHOLDS AT DOORWAYS |
| | SHALL NOT BE MORE THAN 1/2 IN. (13 MM) |
| | IN HEIGHT.RAISED THRESHOLDS AND FLOOR |
| | LEVEL CHANGES MORE THAN 1/4 IN. (6.4 MM) |
| | AT DOORWAYS SHALL BE BEVELED WITH A |
| | SLOPE NOT STEEPER THAN 1:2. |
| | |
| | 19B) THE RAMP JUST TO THE LEFT OF THE |
| | TRASH COMPACTOR ROOM ONLY HAS A 4'-0" |
| | BOTTOM RAMP.11-4.8.4.(2) LANDINGS. ALL |
| | LANDINGS ON RAMPS SHALL NOT BE LESS THAN |
| | 60" CLEAR, & THE BOTTOM OF EACH RAMP |
| | SHALL HAVE NOT LESS THAN 72" OF STRAIGHT |
| | & LEVEL CLEARENCE. |
| | |
| | 20)A.403- A.406 ELEVATIONS: |
| | |
| | 20A) ELEVATIONS, PLEASE PROVIDE THE |
| | POSITIVE AND NEGATIVE PRESSURES FOR ALL |
| | OPENINGS, INTERIOR AND END ZONES FOR ALL |
| | OPENINGS. DESIGN TO ASCE 7-98 |
| | |
| | 20B) PLANS INDICATE THE USE OF FOAM |
| | BANDS, SEE 1404.1.1 ARCHITECTURAL TRIM |
| | ON BUILDINGS OF TYPE I, II AND IV |
| | CONSTRUCTION NOT MORE THAN THREE STORIES |
| | OR 40 FT (12.2 M) HIGH MAY BE OF TYPE VI |
| | CONSTRUCTION, AND MAY BE OF TYPE VI |
| | CONSTRUCTION ON ALL BUILDINGS OF TYPE |
| | III, V AND VI CONSTRUCTION.TRIM SHALL |
| | BE SECURED TO THE WALL WITH METAL OR |
| | OTHER APPROVED BRACKETS OR FASTENERS. |
| | WHEN ARCHITECTURAL TRIM IS LOCATED ALONG |
| | THE TOP OF EXTERIOR WALLS, IT SHALL BE |
| | COMPLETELY BACKED BY THE EXTERIOR WALL |
| | AND SHALL NOT EXTEND OVER THE TOP OF |
| | EXTERIOR WALLS. |
| | |
| | 20C) EXTERIOR ALUMINIUM RAILINGS TO |
| | COMPLY WITH1608.2.2.1 GUARDRAIL SYSTEMS |
| | SHALL BE DESIGNED AND CONSTRUCTED FOR A |
| | CONCENTRATED LOAD OF 200 LB (890 N) |
| | APPLIED AT ANY POINT AND IN ANY |
| | DIRECTION AT THE TOP OF THE GUARDRAIL. |
| | 1608.2.2.4 LOADING CONDITIONS IN |
| | 1608.2.2.1, ?1608.2.2.2 AND 1608.2.2.3 |
| | SHALL NOT BE APPLIED SIMULTANEOUSLY, BUT |
| | EACH SHALL BE APPLIED TO PRODUCE MAXIMUM |
| | STRESS IN EACH OF THE RESPECTIVE |
| | COMPONENTS OR ANY OF THE SUPPORTING |
| | COMPONENTS. |
| | |
| | 20D)PRODUCT APPROVALS SUBMITTED WITH |
| | PERMIT APPLICATION AFTER OCTOBER 1, 2003 |
| | ARE REQUIRED TO COMPLY WITH THE FLORIDA |
| | PRODUCT APPROVAL SYSTEM. FOR INFORMATION |
| | PLEASE SEE THE STATE WEBSITE AT |
| | WWW.FLORIDABUILDING.ORG. PRODUCTS WITH |
| | STATEWIDE APPROVAL ARE REQUIRED TO BE |
| | SUBMITTED WITH A COVER SHEET THAT LISTS |
| | THE PRODUCT IDENTITY NUMBER FROM THE |
| | STATE. IF THE PRODUCT DOES NOT HAVE |
| | STATEWIDE APPROVAL, SUBMIT AN APPLICA- |
| | TION FOR LOCAL PRODUCT APPROVAL OR SITE |
| | SPECIFIC FORM PER RULE 9B-72. SEE |
| | ATTACHMENT. WWW.FLORIDABUILDING.ORG |
| | |
| | 20E)1606.1.4(1) IN WIND BORNE DEBRIS |
| | REGIONS, EXTERIOR GLAZING THAT RECEIVES |
| | POSITIVE PRESSURE IN BUILDINGS SHALL BE |
| | ASSUMED TO BE OPENINGS UNLESS SUCH |
| | GLAZING IS IMPACT RESISTANT OR PROTECTED |
| | WITH AN IMPACT RESISTANT COVERING MEET- |
| | ING THE REQUIREMENTS OF SSTD 12, ASTM |
| | E 1886 AND ASTM E 1996 OR MIAMI-DADE. |
| | 1) GLAZED OPENINGS LOCATED WITHIN 30 FT |
| | OF GRADE SHALL MEET THE REQUIREMENTS OF |
| | LARGE MISSLE TEST. |
| | |
| | 20F) FL BLD CODE 1606.1.5: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORTS,MISSING REPORTS ARE AS |
| | FOLLOWS: |
| | A) WINDOWS FIXED/ STOREFRONT |
| | B) WINDOWS OPERATABLE |
| | C) MULLIONS |
| | D) EXTERIOR DOORS GLAZED, SLIDERS |
| | E) EXTERIOR LOUVERED DOORS |
| | F) DOORS STEEL |
| | G)EXTERIOR OVERHEAD DOORS |
| | H)HANDRAILS |
| | I) STORM SHUTTERS |
| | J) TRUSS ANCHORS |
| | K) ROOFING ASSEMBLIES |
| | L) PREMANUFACTURED A/C STANDS |
| | M) STORM SHUTTERS |
| | |
| | 20G)) AN INTERPRETATION FROM THE |
| | BUILDING OFFICIAL ON STORM SHUTTERS THAT |
| | ARE USED ON LARGE PROJECTS: |
| | QUESTION# 13) RECOGNIZING SUCH CONCERNS |
| | AS ABSENTEE OWNERS, OR CASES WHERE |
| | LONGER TIME AND EFFORT IS NECESSARY TO |
| | SECURE SHUTTERS ON LARGE OR MULTI-STORY |
| | BUILDINGS, WHAT MEASURES ARE BEING |
| | RECOMMENDED OR IMPLEMENTED TO ENSURE |
| | THAT COMPLETE INSTALLATION OR SECURING |
| | IS DONE SUFFICIENTLY IN ADVANCE OF THE |
| | HURRICANE EVENT? |
| | |
| | IN MATTERS FLORIDA BUILDING CODE, 2004 |
| | EDITION, PROVIDES THE ABILITY FOR THE |
| | BUILDING OFFICIAL TO IMPLEMENT |
| | REQUIREMENTS FOR ENSURING STABILITY, |
| | STRENGTH, AND PROPER OPERATION OF |
| | EXISTING BUILDINGS. |
| | |
| | IN ORDER TO ASSURE THE SECURING OF |
| | SHUTTERS ON LARGE OR MULTI-STORY |
| | BUILDING, OR MULTIPLE BUILDINGS ON THE |
| | SAME PROPERTY, PRE-STORM PREPARATION |
| | PLANS MUST BE SUBMITTED BY THE PROPERTY |
| | OWNERS OR MANAGING AGENTS FOR REVIEW BY |
| | THE CONSTRUCTION SERVICES DEPARTMENT. |
| | ANY SUCH PLAN SHALL INCLUDE, AT A |
| | MINIMUM, ON-SITE LOCATION OF SHUTTERS, |
| | PARTY RESPONSIBLE FOR SECURING THE |
| | SHUTTERS (SAID PARTIES MUST BE LOCATED |
| | WITHIN PALM BEACH COUNTY), TOTAL NUMBER |
| | OF OPENINGS TO BE PROTECTED AND TOTAL |
| | TIME REQUIRED TO SECURE ALL OPENINGS. |
| | PROTECTION OF OPENINGS SHALL BE |
| | ACCOMPLISHED WITHIN TWELVE (12) HOURS OR |
| | LESS OF THE OFFICIAL NOTIFICATION BY THE |
| | NATIONAL WEATHER SERVICE OF A HURRICANE |
| | WATCH. |
| | |
| | PROVISIONS IN THE BUILDING CODES (AND |
| | THIS STANDARD) ARE NOT INTENDED TO |
| | PROHIBIT THE USE OF ALTERNATIVE |
| | MATERIALS AND METHODS, AND ALLOW THE |
| | BUILDING OFFICIAL TO REVIEW AND APPROVE |
| | ANY ALTERNATE DEEMED EQUIVALENT IN |
| | QUALITY, STRENGTH, EFFECTIVENESS, FIRE |
| | RESISTANCE, DURABILITY AND SAFETY |
| | PRESCRIBED BY CODE. BASED UPON THIS CODE |
| | PROVISION, ACCEPTANCE OF ALTERNATE |
| | MATERIALS AND METHODS MAY BE APPROVED ON |
| | A CASE-BY-CASE BASIS AND SHALL REQUIRE |
| | SUFFICIENT EVIDENCE OR PROOF TO |
| | SUBSTANTIATE ANY CLAIM MADE REGARDING |
| | THE ALTERNATE. |
| | |
| | QUESTION# 14) ARE REMOVABLE STORM PANELS |
| | APPROPRIATE FOR USE ON VERY LARGE, MID |
| | OR HIGH-RISE STRUCTURES? |
| | |
| | NO, EXCEPT ON THE GROUND FLOOR. ON |
| | COMMERCIAL AND MULTI-UNIT RESIDENTIAL |
| | STRUCTURES, ABOVE THE FIRST LEVEL, |
| | IMPACT RESISTANT GLAZING OR PERMANENTLY |
| | AFFIXED PROTECTIVE DEVICES SHALL BE |
| | INSTALLED. PERMANENTLY AFFIXED |
| | PROTECTIVE DEVICES SHALL REQUIRE THE |
| | WRITTEN APPROVAL OF THE BUILDING |
| | OFFICIAL. |
| | |
| | 20H) PROVIDE STORM PANEL INFORMATION |
| | WITH |
| | INSTALLATION SCHEDULE AND KEY PLAN WITH |
| | SPECIFIC ANCHORS AND MOUNTING TO BE USED |
| | FOR ALL NON-IMPACT GLAZING. |
| | FBC 1606.1.4. |
| | |
| | 20I) FL BLD CODE 2001 SECTION 103.6, |
| | 1606.1.4, 1707.4 & 3401.7.2.4. |
| | PROCEDURES: 1(B) A COMPLETE INSTALLATION |
| | SCHEDULE SUMMARIZING & IDENTIFYING |
| | OPENING SIZES, STORY HEIGHTS, UNIT MARK |
| | NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM |
| | BAR REINFORCING REQUIREMENTS, WALL PRES- |
| | SURE ZONES, SLAT TYPES, ETC., SHALL BE |
| | SUBMITTED AT TIME OF PERMIT APPLICATION |
| | TO FACILITATE PLAN REVIEW AND PERMIT |
| | ISSUANCE. |
| | |
| | 20J) PROVIDE ROOF PRESSURE ZONES FOR |
| | ZONES 1,2& 3. SEE 1606.6/ ASCE 7-98. |
| | |
| | 21) A.550/ A.650: |
| | |
| | 21A) THERE ARE VARIOUS |
| | DETAILS SHOWING ROOF SECTIONS WITH METAL |
| | STUD FRAMING. THERE IS NO NOTES AS TO |
| | THE TYPE OF FRAMING MEMBER TO BE USED, |
| | IF STRUCTURAL, SIZE, GAUGE, DESCRIPTION |
| | OF TYPE FRAMING , FLANGE WIDTH OR |
| | MATERIAL THICKNESS. C/C. |
| | PLANS DO NOT PROVIDE WHAT TYPE OF |
| | DECKING IS TO BE USED ON THIS PROJECT. |
| | |
| | 21B)SECTION 06 IS FOR A SUN SHADE, A |
| | SEPERATE PERMIT IS REQUIRED. PROVIDE |
| | ENGINEERING FOR FRAME & CANVAS FOR 140 |
| | MPH WIND. |
| | |
| | 21C) SECTION 07 IS A DESIGN THAT WILL BE |
| | INCORPORATED INTO THE GUARDRAIL DESIGN. |
| | 1015.3 OPENINGS. OPEN GUARDRAILS SHALL |
| | HAVE INTERMEDIATE RAILS OR ORNAMENTAL |
| | PATTERN SUCH THAT A 4-INCH (102 MM) |
| | DIAMETER SPHERE CANNOT PASS THROUGH ANY |
| | OPENING UP TO A HEIGHT OF 34 INCHES.A |
| | BOTTOM RAIL OR CURB SHALL BE PROVIDED |
| | THAT WILL REJECT THE PASSAGE OF 2-INCH |
| | (51 MM) DIAMETER SPHERE. |
| | |
| | |
| | 22) A.651: |
| | |
| | 22A) DETAIL# 05 PROVIDE PRODUCT TESTING |
| | REPORT FOR EXHAUAST FAN FOR PRESURES+/- |
| | ZONES 1,2 & 3. |
| | |
| | 22B) DETAIL# 09 IS A BOXED IN RAIN |
| | LETTER, PLEASE PROVIDE LOCATON ON FLOOR |
| | PLAN, MORE COMMENTS MAY APPEAR. |
| | |
| | 22C) DETAIL# 14 RAILING TO MECHANICAL |
| | PENTHOUSE PROVIDE THE HEIGHT OF |
| | GUARDRAIL?1015.2 HEIGHT. GUARDRAILS |
| | SHALL FORM A VERTICAL PROTECTIVE BARRIER |
| | NOT LESS THAN 42 INCHES (1067 MM) HIGH. |
| | |
| | 22D) DETAIL# 22 REMOVE THE WORD |
| | TOWNHOUSE, |
| | |
| | 23) A.701 ELEVATOR MACHINE ROOMS; |
| | |
| | 23A) 3003.6.1 VENTS. HOISTWAYS OF ELEVA- |
| | TORS SERVING MORE THAN 3 FLOORS SHALL BE |
| | PROVIDED WITH MEANS OF VENTING SMOKE AND |
| | HOT GASES TO THE OUTER AIR IN CASE OF |
| | FIRE. |
| | |
| | 23B)3003.6.2 VENTS SHALL BE LOCATED |
| | BELOW THE FLOOR OR FLOORS AT THE TOP OF |
| | THE HOISTWAY, AND SHALL BE EITHER DIR- |
| | ECTLY TO THE OUTER AIR OR THROUGH NON- |
| | COMBUSTIBLE DUCTS TO THE OUTER AIR. |
| | |
| | 23C)3003.6.3 THE AREA OF THE VENTS |
| | SHALL BE NOT LESS THAN 3 SQ FT FOR EACH |
| | ELEVATOR CAR, WHICHEVER IS GREATER. |
| | |
| | 24)SHEET A.704: |
| | |
| | 24A) TRASH CHUTE PLANS DO NOT INDICATE A |
| | TWO HR WALL FOR SHAFT.705.2.4.2 REFUSE |
| | AND LAUNDRY CHUTE ENCLOSURES. A SHAFT |
| | CONTAINING AREFUSE OR LAUNDRY CHUTE |
| | SHALL BE USED FOR NO OTHER PURPOSE AND |
| | SHALL BE PROTECTED BY A SHAFT ENCLOSURE |
| | IN ACCORDANCE WITH ?705.2.3. |
| | |
| | 24B)705.2.4.6 AUTOMATIC SPRINKLERS. AN |
| | APPROVED AUTOMATIC SPRINKLER SYSTEM |
| | SHALL BE INSTALLED AT THE TOP AND AT |
| | ALTERNATE FLOOR LEVELS IN REFUSE AND |
| | LAUNDRY CHUTES AND IN THE TERMINATION |
| | AND INCINERATOR ROOMS. |
| | |
| | |
| | 24E) 705.2.4.2 REFUSE AND LAUNDRY CHUTE |
| | ENCLOSURES.ALL OPENINGS INTO THE SHAFT |
| | ENCLOSURE, INCLUDING THOSE FROM ACCESS |
| | ROOMS AND TERMINATION ROOMS, SHALL BE |
| | PROTECTED IN ACCORDANCE WITH TABLE |
| | 705.1.2.SUCH OPENING PROTECTIVES SHALL |
| | BE SELF-CLOSING OR AUTOMATIC-CLOSING |
| | UPON DETECTION OF SMOKE, EXCEPT THAT |
| | THE OPENING PROTECTIVE BETWEEN THE SHAFT |
| | AND THE TERMINATION ROOM MAY BE CLOSED |
| | BY A HEAT-ACTIVATED DEVICE. |
| | |
| | 25) SHEET A.801-A807A/ A.903 |
| | |
| | 25A) SEE FAIR HOUSING PRIMARY ENTRY |
| | DOORS AS WELL AS USABLE DOORS .SEE PAGES |
| | 3.1-3.5 |
| | ACCESSIBLE DOORS- DWELLING UNIT ENTRY |
| | DOORS ARE TO MEET ANSI 4.13 WITH A 32" |
| | CLEAR MEAASUREMENT, A 2'-10" DOOR |
| | REQUIRED. |
| | USABLE DOORS- 32" NOMINAL CLEAR WIDTH |
| | IS REQUIRED FOR USABLE DOORS. |
| | |
| | 25B) A901-A902 DOOR SCHEDULE FOR ALL |
| | FIRE RATED DOORS THE HARDWARE SCHEDULE |
| | IS MISSING REQUIRED SILLS. 705.1.3.1 |
| | SILLS, IN ACCORDANCE WITH THE |
| | REQUIREMENTS OF NFPA 80. |
| | |
| | 26) A903 : |
| | |
| | 26A)DOOR NOTES,HURRICANE MISSLE IMPACT |
| | NOTES , FRENCH DOORS TO COMPLY WITH |
| | STATEMENT 20G. |
| | |
| | 26B) BURGLAR INTRUSION NOTES |
| | 3) INDICATE USE OF BOLTS OR PINS FOR |
| | EXTRA SECURITY DEVICES, SEE FAIR HOUSING |
| | SECONARY EXTERIOR DOORS, SLIDING GLASS |
| | DOORS PAGE 3.10-3.12 FOR CLEAR WIDTH AND |
| | HARDWARE. |
| | |
| | (7) INACTIVE LEAF OF A PAIR OF DOORS |
| | SHALL BE PROVIDED WITH MULTIPLE POINT |
| | LOCKS AS REQUIRED BY PRODUCT APPROVALS. |
| | AGAIN THESE LOCKS HAVE TO BE ABLE FOR |
| | THE HANDICAPPED TO BE ABLE TO OPERATE |
| | FROM A WHEELCHAIR!!!!! |
| | |
| | 27) A9.05 |
| | |
| | 27A) DETAILS FOR RATED WALL U-419/ U-423 |
| | WITH A RATED CEILING RAE NOT SHOWN IN |
| | THE UL DIRECTORY, IN BOTH CASES UL |
| | STATES THE DRYWALL IS TO GO TO THE FLOOR |
| | OR ROOF DECK ABOVE. |
| | 704.2.1.3 ALL OTHER PARTITIONS REQUIRED |
| | TO HAVE A FIRE RESISTANCE RATING SHALL |
| | EXTEND FROM THE TOP OF THE FLOOR BELOW |
| | TO THE CEILING ABOVE AND SHALL BE |
| | SECURELY ATTACHED THERETO.WHERE SAID |
| | CEILING IS NOT A PART OF AN ASSEMBLY |
| | HAVING A FIRE RESISTANCE RATING AT LEAST |
| | EQUAL TO THAT REQUIRED FOR THE |
| | PARTITION, THE PARTITION SHALL BE |
| | CONSTRUCTED TIGHT AGAINST THE FLOOR OR |
| | ROOF DECK ABOVE. |
| | |
| | 27B) MASONARY WALLS DO NOT GIVE THERE |
| | MINIMUM EQUAVALENT THICKNESS FOR HOUR |
| | RATING. |
| | |
| | 27C) WALL TYPE NOTES: |
| | ALL PLYWOOD SHEATHING TO BE FIRE |
| | RETARDANT TREATED PLYWOOD. SEE SECTION |
| | 604 ALL STRUCTURAL MEMBERS ARE TO BE |
| | NONCOMBUSTIBLE WITH VARYING HR RATINGS |
| | TABLE 600 PROVIDES THE HR RATINGS |
| | REQUIRED FOR EACH TYPE OF STRUCTURAL |
| | COMPONENT. FIRE RETARDANT TREATED |
| | PLYWOOD WHEN EXPOSED TO FLAME WILL BURN |
| | AS LONG AS FIRE IS AVAILABLE. |
| | |
| | 28) S-0.00 |
| | |
| | 28A) CODES INDICATE FBC 2001 BUT ALL |
| | REFRENCES 02 ACI 318-02 CORRECT |
| | |
| | 28B) |
| | WIND LOADS ARE FIGURED 130MPH SHOULD |
| | READ 140 MPH 3 SECOND GUST, |
| | AND ASCE 7-98 |
| | |
| | 28C) IMPORTANCE FACTOR 1 IS BUILDINGS |
| | SUCH AS FARM BUILDINGS RECLASSIFY |
| | |
| | 28D) EXPOSURE CATEGORY "C" THE CITY IS |
| | LOCATED IN A "B" ZONE, IF DESIGNING TO |
| | THE MORE RIGID "C" ZONE THE PRESSURES |
| | REQUESTED ITEM (20A) WILL HAVE TO |
| | REFLECT THE HIGHER VALUES FOR WALLS |
| | OPENINGS AND ROOF PRESSURES. |
| | |
| | 28E) THRESHOLD BUILDING INSPECTION PLAN: |
| | WRONG ADDITION TO ASCE7-98 CORRECT |
| | EDITION FOR FBC 2001. |
| | 28F) BALCONY MOISTURE PROTECTION THIS |
| | SECTION OF THE CODE IS FOR THE HIGH WIND |
| | VELOCITY ZONES DADE & BROWARD ONLY! |
| | |
| | 29) S3.2 FOTTER, COLUMN & BEAM SCHEDULES |
| | NOT FILED IN MUST COMPLETE FOR REVIEW. |
| | |
| | 30) M0.2 |
| | |
| | 30A) ROOF TOP CONDENSING UNITS TO MEET |
| | THE CLEARENCE REQUIREMENTS: |
| | 1511.7 ROOF MOUNTED MECHANICAL UNIT |
| | S SHALL BE MOUNTED ON CURBS RAISED A |
| | MINIMUM OF 8 INCHES ABOVE THE ROOF SUR- |
| | FACE, OR WHERE ROOFING MATERIALS EXTEND |
| | BENEATH THE UNIT, ON RAISED EQUIPMENT |
| | SUPPORTS PROVIDING A MINIMUM CLEARENCE |
| | HEIGHT IN ACCORDANCE WITH TABLE 1511.7. |
| | |
| | |
| | 30B) 1503.4.4 PROTECTION AGAINST DECAY & |
| | TERMITES. CONDENSATE LINES & ROOF DOWN |
| | SPOUTS SHALL DISCHARGE AT LEAST 1 FT. |
| | AWAY FROM THE STRUCTURE SIDEWALL, |
| | WHETHER BY UNDERGROUND PIPING, TAIL EX- |
| | TENSIONS, OR SPLASH BLOCKS. |
| | |
| | PLANS ARE NOT COMPLETE ENOUGH TO DO A |
| | THOROUGH PLAN REVIEW, ADDITIONAL |
| | COMMENTS MAY OCCUR ON THE NEXT REVIEW |
| | WITH THE NEW INFORMATION BEING |
| | SUBMITTED. |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
