| Date |
Text |
| 2003-04-16 00:00:00 | BUILDING PLAN REVIEW |
| | CONTINUED 4/16/03 |
| | |
| | 19) 1707.4.5.1 MULLIONS OCCURRING |
| | BETWEEN INDIVIDUAL WINDOW AND GLASS |
| | DOOR ASSEMBLIES. TESTING REPORTS ARE |
| | REQUIRED BY AN APPROVED TESTING |
| | LABORATORY OR BE ENGINEERED. |
| | |
| | 20) 1707.4.5.2 MULLIONS SHALL BE |
| | DESIGN-ED TO TRANSFER THE DESIGN |
| | PRESSURE LOADSAPPLIED BY THE WINDOW OR |
| | DOOR ASSEMBLIESTO THE ROUGH OPENING |
| | SUBTRATE. |
| | |
| | 21)1707.4.3 EACH EXTERIOR DOOR |
| | ASSEMBLY NOT COVERED BY 1707.4.2 |
| | (GLAZED DOORS) SHALL BE LISTED AND |
| | TEST-ED FOR A PERIOD EQUAL TO THE |
| | QUANITY |
| | 3600/ V WHERE THE TIME PERIOD IS IN |
| | SECTIONS AND V IS IN MILES PER HR TAKEN |
| | FROM FIGURE 1606. THE TIME PERIOD SHALL |
| | ALSO INCLUDE A 10 SECOND PERIOD AT A |
| | LOAD EQUAL TO 1.5 TIMES THE DESIGN |
| | PRESSURE. DADE COUNTY & SBCCI REPORTS |
| | ARE ACCEPTED. |
| | |
| | 22)SITE SPECIFIC ENGINEERING (PRODUCT |
| | APPROVAL) REQUIRES THE WET SIGNATURE, |
| | DATE AND EMBOSSED SEAL OF THE ENGINEER |
| | CERTIFYING THE PRODUCT AND SIGNATURE |
| | AND SEAL OF THE DESIGN PROFESSIONAL |
| | OF RECORD. SEE ATTACHMENT. |
| | |
| | 23) 1606.4.4 ANCHOR METHODS. PROVIDE |
| | INFORMATION FOR INSTALLATION OF DOOR |
| | AND WINDOW BUCKS. |
| | |
| | 24) 1707.4.4.1 ANCHOR REQUIREMENTS: |
| | WINDOW & DOOR ASSEMBLIES SHALL BE |
| | ANCHORED IN ACCORDANCE WITH THE |
| | PUBLISHED |
| | MANUFACTURER'S RECOMMENDATIONS TO |
| | ACHIEVE THEDESIGN PRESSURE SPECIFIED. |
| | SUBSTITUTE ANCHORING SYSTEM USED FOR |
| | THE SUBSTRATE NOT SPECIFIED BY THE |
| | FENESTRATION MANUFACTURER SHALL PROVIDE |
| | EQUAL OR GREATER ANCHORING AS |
| | DEMONSTRA-TED BY ACCEPTED ENGINEERING |
| | PRACTICES. |
| | |
| | 25) SECTIONS; 103.6, 1606.4, 1707.4 |
| | WPB IMPLEMENTATION STANDARD FOR HURRI- |
| | CANE MISSLE IMPACT STANDARD, QUESTION |
| | # 14, ARE REMOVABLE STORM PANELS APPRO- |
| | PRIATE 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 OR |
| | PERMANENTLY AFFIXED PROTECTIVE DEVICES |
| | SHALL |
| | REQUIRE THE WRITTEN APPROVAL OF THE |
| | BUILDING OFFICIAL. |
| | PROVIDE STORM PANEL INFORMATION WITH |
| | INSTALLATION SCHEDULE AND KEY PLAN WITH |
| | SPECIFIC ANCHORS AND MOUNTING TO BE |
| | USEDFOR ALL NON-IMPACT GLAZING. |
| | FBC 1606.1.4. |
| | FL BLD CODE 2001 SECTION 103.6, |
| | 1606.1.4, 1707.4 & 3401.7.2.4. |
| | PROCEDURES: 1(B) A COMPLETE |
| | INSTALLATIONSCHEDULE 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. |
| | |
| | 26) SHEET S-5.1 STRUCTURAL NOTE (9): |
| | BALCONY / TERRACE RAILINGS & STAIR |
| | RAIL-INGS SHALL BE DESIGNED TO RESIST A |
| | LOAD OF 50 LBS. APPLIED IN ANY |
| | DIRECTION, |
| | (1608.2.2.2) THIS SECTION REFERS TO |
| | GAURD RAILS WITHIN DWELLING UNITS. |
| | 1608.2.2.3 REFERS TO EXTERIOR GUARD |
| | RAILSYSTEMS, BEING ABLE TO RESIST A 200 |
| | LB |
| | CONCENTRATED HORIZONTAL LOAD APPLIED ON |
| | A 1 SQ FT AREA AT ANY POINT IN THE |
| | SYSTEM INCLUDING INTERMEDIATE RAILS OR |
| | OTHER ELEMENTS SERVING THIS PURPOSE. |
| | |
| | 27) SHEET S-1.38 PREFAB METAL TRUSS |
| | CON-NECTIONS SEE SCHEDULE "D,E& F" THE |
| | 2003 USP CATOLOG, FORMULTIPLE ANCHOR |
| | INSTAL- LATIONS NOTE: MULTIPLE |
| | INSTALLATIONS NOTCLOSER THAN 8", A |
| | DERATING FACTOR WILL |
| | BE REQUIRED BECAUSE CONE FAILURE. |
| | *****NEW IN FL CODE**** |
| | 1609.4.3 LOAD REDUCTIONS!!!!! |
| | |
| | 28) SHEET A-1 GENERAL NOTES: 34 MINIMUM |
| | FLAME SPREAD TO BE IN CONFORMANCE WITH, |
| | ID-11.1 INTERIOR FINISHES, NO INFORMA- |
| | TION ABOUT TABLE 803.3 FLAME SPREAD/ |
| | SMOKE DEVELOPMENT. |
| | TABLE 803.3 MINIMUM INTERIOR FINISH |
| | CLASSIFICATION; PROVIDE INFORMATION |
| | BASED ON INTERIOR FINISH REQUIREMENTS |
| | BASED ON OCCUPANCY. |
| | |
| | 29) EXTERIOR WALLS PRESSURE TREATED |
| | FURRING ALLOWED IF THE FOLLOWING |
| | REQUIREMENTS ARE MET, 803.9.1. |
| | |
| | 30) INTERIOR WALLS, BACKING TO BE NON- |
| | COMBUSTIBLE MATERIAL OR FIRE RETARDANT |
| | TREATED WOOD. 609.2.1. |
| | |
| | 31) GYMNASIUM AN A-2 SMALL ASSEMBLY, |
| | INDICATE 2 HR WALLS W/ 1 1/2 HR PROTEC- |
| | TIVES. |
| | |
| | 32) GYMNASIUM REQUIRES 2 MEANS OF |
| | EGRESS11-4.1.3 (9) IN A BUILDING OR |
| | FACILITIESOR PORTION S OF BUILDINGS OR |
| | FACILITIES REQUIRED TO BE ACCESSIBLE, |
| | ACCESSIBLE |
| | MEANS OF EGRESS SHALL BE PROVIDED IN |
| | THESAME NUMBER AS REQUIRED BY THE LOCAL |
| | BUILDING LIFE SAFETY REGULATIONS. |
| | THE GYM DOES HAVE 2 EXITS BUT ONLY |
| | ONE IS ACCESSIBLE!!! |
| | |
| | 33) GYMNASIUM EGRESS DOORS, 1019.7.2 |
| | EACH DOOR IN A MEANS OF EGRESS FROM AN |
| | AREA OF A GROUP A OCCUPANCY MAY BE PRO- |
| | VIDED WITH A LATCH OR LOCK ONLY IF IT |
| | ISPANIC HARDWARE OR FIRE EXIT HARDWARE, |
| | WHICH RELEASES WHEN 15 LBS IS APPLIED |
| | TOTHE RELEASING DEVISE. THIS DOOR ALSO |
| | INDICATES A CARD READER, PROVIDE |
| | INFORMATION FOR FAIL SAFE RELEASE? |
| | |
| | 34) SHEET A-3-5DA STAIRWELL # 1, HAS A |
| | ROOMIN THE STAIRWELL, NO DESIGNATION? |
| | IS THIS A AREA OF REFUGE? INACCESSIBLE |
| | TO HANDICAPPED PEOPLE! |
| | STAIWELL# 1 HAS NO DOOR AT THE END |
| | OF THE VERTICAL SECTION, TO CONTINUE |
| | THERATING OF 2 HRS,ALSO SEE 1006.1.3.1 |
| | FOR WHAT IS ALLOWABLE IN THE STAIRWELL. |
| | |
| | 35) 705.2.4.3 REFUSE CHUTE ACCESS ROOMS. |
| | ACCES OPENINGS FOR REFUSE CHUTES SHALL |
| | BE LOCATED IN ROOMS OR COMPARTMENTS |
| | COMPLETELY ENCLOSED BY CONSTRUCTION & |
| | OPENING PROTECTIVES IN ACCORDANCE WITH |
| | TABLE 705.1.2. ACCESS OPENINGS TO REFUSE |
| | CHUTES SHALL NOT BE LOCATED IN EXIT |
| | ACCESS CORRIDORS OR EXIT ENCLOSURES. |
| | ***SHEETA-3-6AB*** |
| | 36) ELEVATOR LOBBY VS ENTRY DOOR TO |
| | SUITE, COMMON TO ALL FLOORS. |
| | 412.6.3 REVIEW WHAT DORS AREN'T ALLOWED |
| | IN ELEVATOR LOBBIES, GUEST ROOM DOOR |
| | |
| | 37)SAME SHEET GRID 8/C, STORAGE UNIT, |
| | WHAT TYPE OF STORAGE, S1 OR S2? |
| | WALL RATING? |
| | |
| | 38) UNIT H210 BALCONY DETAIL 3/A8.11 |
| | NO SUCH DETAIL? |
| | |
| | 39) SHEET A-8.12 GUARDRAILS: WITHIN |
| | INDIVIDUAL LIVING UNITS OR GUEST ROOMS |
| | MAY BE 36",1026.5.1. |
| | EXTERIOR GUARDRAIL HEIGHT,MINIMUM IS |
| | 42"1015.2. |
| | 1015.3 OPENINGS: SO A 4" SPHERE CAN NOT |
| | PASSTHROUGH ANY OPENING. A BOTTOM RAIL |
| | OR CURB SHALL BE PROVIDED THAT WILL |
| | REJECT THE PASSAGE OF 2" DIAMETER SPHERE |
| | |
| | 40) STAIRWAY GUARDRAILS 1015.3 SEE |
| | EXCEPTION (1) A 6" SPHERE SHALL NOT |
| | PASSTHROUGH THE TRIANGLE OPENING FORMED |
| | BY |
| | A TREAD, RISER AND BOTTOM OF A GUARDRAIL |
| | SEE A-10.07 DETAIL #2. |
| | |
| | 41) SHEET A-10.02 DETAILS 1 & 6 |
| | RE: EXPANDED POLYSTYRENE MOLDING, THIS |
| | MATERIAL IS NOT ALLOWED IN THE FIRE |
| | DISTRICT. SEE F 102.2.7 ARCHITECTURAL |
| | TRIM ON BUILDINGS LOCATED IN THE FIRE |
| | DISTRICT SHALL BE CONSTRUCTED OF |
| | APPROVED NONCOMBUSTIBLE MATERIALS OR |
| | FIRE RETARDANT TREATED WOOD. |
| | |
| | THIS SESSION OF PENEMATION WILL NOT |
| | EXCEPT MORE THAN 200 LINES, A THIRD |
| | BUILDING REVIEW WILL NEED TO BE OPENED. |
| | THE SAME SIZE AS ROOF DRAINS, INSTALLED |
| | WITH THE INLET FLOW LINE LOCATED 2" |
| | ABOVE THE LOWEST POINT OF THE ROOF LINE. |
| | OVERFLOW SCUPPERS SHALL BE A MINIMUM OF |
| | 4"IN HEIGTH AND SHALL BE PLACED IN WALLS |
| | OR PARARETS WITH THE INLET FLOW LINE |
| | NOT LESS THAN 2" ABOVE THE ROOF SURFACE. |
