Date |
Text |
2020-07-20 14:01:02 | BUILDING REVIEW COMMENTS: |
| |
| W.P.B. PERMIT: 20011223 |
| REVIEWED: AUGUST 17, 2020 |
| |
| DYLAN BATTLES |
| BUILDING PLANS EXAMINER PX4191 |
| [email protected] |
| 561-805-6718 |
| |
| FLORIDA BUILDING CODE,6TH EDITION (2017) |
| FBC[AMENDED] = 2017 CHAPTER 1 WPB AMENDMENTS (SEE LINK |
| BELOW) |
| HTTPS://WPB.ORG/DEPARTMENTS/DEVELOPMENT-SERVICES/FORMS/ |
| BUILDING-PERMIT-FORMS |
| FBC[B] = FBC BUILDING |
| FBC[A] = FBC ACCESSIBILITY |
| FBC[E] = FBC ENERGY CONSERVATION |
| FBC[R] = FBC RESIDENTIAL |
| |
| FAIRHOUSING: |
| |
| 1) REQUIREMENT 1 - SHOW AT LEAST ONE ACCESSIBLE ROUTE |
| TO BUILDING ENTRANCE. WALKS THAT ARE PART OF ACCESSIBLE |
| ROUTES BECOME RAMPS WHEN THEIR SLOPE EXCEEDS 5% (1 IN |
| 20). HANDRAILS ARE NOT REQUIRED ON WALKS WITH SLOPES |
| BETWEEN 0% AND 5%, BUT THEY ARE REQUIRED ON THOSE |
| STEEPER THAN 5% AND UP TO 8.33% (1 IN 12) |
| - PROVIDE CIVIL PLANS TO VERIFY SLOPES THAT WILL OCCUR |
| ON THE ACCESSIBLE PATH. PROVIDE SITE PLAN TO SHOW THE |
| ACCESSIBLE PATH FROM PARKING OR OTHER PUBLIC ACCESS |
| POINTS SUCH AS BUS STOP OR DROP OFF ZONE. |
| |
| 2) REQUIREMENT 3 - USABLE DOORS. THE DOORS IN COMMON |
| SPACES AND THE SIDE ENTERING INTO DWELLING UNITS NEED |
| TO HAVE USABLE HARDWARE THAT CAN BE USED WITHOUT TIGHT |
| GRASPING OR TWISTING. |
| - TYPICALLY THE HARDWARE WOULD BE A LEVER TYPE. THIS |
| TYPE OF HARDWARE WOULD NOT BE REQUIRED ONCE INSIDE THE |
| UNIT. YOU MAY WANT TO CLARIFY HARDWARE ON THE DOOR |
| SCHEDULE. |
| |
| 3) REQUIREMENT 6 - REINFORCED WALLS FOR GRAB BARS |
| - BARS ONLY NEED TO BE INSTALLED IN THE PUBLIC OR |
| COMMON USE AREAS. ALL OF THE DWELLING UNITS ONLY NEED |
| BLOCKING INSTALLED. SHEET A2.3 SHOWS THE BLOCKING AT |
| TOILET AND WILL WORK. PLEASE ADD BLOCKING AT SHOWER |
| BECAUSE I ONLY SEE CONTROL ZONE AND THAT WILL BE |
| COVERED IN REQUIREMENT 7. |
| |
| 4) REQUIREMENT 7 - USABLE KITCHENS. |
| - I ONLY SEE ONE KITCHEN IN UNIT S101. PLEASE SHOW |
| CLEAR FLOOR SPACE AT COOKTOP,REFRIDGERATOR AND SINK. |
| THE CLEAR SPACE SHOULD BE CENTERED ON THE APPLIANCE.THE |
| SINK DOESN'T APPEAR THAT IT WOULD WORK, SO THIS MAY |
| NEED TO BE RE-WORKED. ALSO, CHECK |
| |
| 5) REQUIREMENT 7 - COMMON LAUNDRY ROOMS. |
| - SHOW CLEAR FLOOR SPACE AT WASHER AND DRYER IN LAUNDRY |
| ROOM 118 AND LAUNDRY ROOMS ON FLOORS 2-4. THE CLEAR |
| SPACE SHOULD BE CENTERED ON THE APPLIANCES. |
| |
| |
| ACCESSIBILITY FBC 2017: |
| |
| 6) 216.6 ENTRANCES. WHERE NOT ALL ENTRANCES COMPLY WITH |
| 404, ENTRANCES COMPLYING WITH 404 SHALL BE IDENTIFIED |
| BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING |
| WITH 703.7.2.1. DIRECTIONAL SIGNS COMPLYING WITH 703.5 |
| THAT INDICATE THE LOCATION OF THE NEAREST ENTRANCE |
| COMPLYING WITH 404 SHALL BE PROVIDED AT ENTRANCES THAT |
| DO NOT COMPLY WITH 404. |
| ADVISORY 216.6 ENTRANCES.WHERE A DIRECTIONAL SIGN IS |
| REQUIRED, IT SHOULD BE LOCATED TO MINIMIZE |
| BACKTRACKING. IN SOME CASES, THIS COULDMEAN LOCATING A |
| SIGN AT THE BEGINNING OF A ROUTE, NOT JUST AT THE |
| INACCESSIBLE ENTRANCES TO A BUILDING. |
| - ADD NOTE FOR SIGNAGE TO DIRECT TO LOCATION OF NEAREST |
| ACCESSIBLE ENTRANCE. SIGNAGE TO MEET REQUIREMENMTS OF |
| 703.5 |
| |
| 7) 503 FBC(A)PASSENGER LOADING ZONES. |
| - PLEASE SHOW MARKED AREA 5' X 20' AND SLOPES TO COMPLY |
| WITH 503.4 FLOOR AND GROUND SURFACES. (A CIVIL DRAWING |
| COULD BE PROVIDED TO SHOW SLOPES AND CURB CUT) |
| |
| 8) 502.5 FBC[A] VERTICAL CLEARANCE. PARKING SPACES FOR |
| VANS AND ACCESS AISLES AND VEHICULAR ROUTES SERVING |
| THEM SHALL PROVIDE A VERTICAL CLEARANCE OF 98 INCHES |
| MINIMUM. |
| - VERIFY THAT GARAGE PROVIDES VAN CLEARANCE OF 98 |
| INCHES MINIMUM. |
| |
| 9) 803.4 FBC[A] BENCHES. A BENCH COMPLYING WITH 903 |
| SHALL BE PROVIDED WITHIN THE ROOM. |
| |
| 903.4 FBC[A] BACK SUPPORT. THE BENCH SHALL PROVIDE FOR |
| BACK SUPPORT OR SHALL BE AFFIXED TO A WALL. BACK |
| SUPPORT SHALL BE 42 INCHES LONG MINIMUM AND SHALL |
| EXTEND FROM A POINT 2 INCHES MAXIMUM ABOVE THE SEAT |
| SURFACE TO A POINT 18 INCHES MINIMUM ABOVE THE SEAT |
| SURFACE. BACK SUPPORT SHALL BE 21/2 INCHES MAXIMUM FROM |
| THE REAR EDGE OF THE SEAT MEASURED HORIZONTALLY. |
| |
| OCCUPANCY: |
| |
| 10) 107.5.3 FBC[AMENDED] GENERAL. SHEET LS-0.1 |
| - THE A-2 TAG AND FINE DINING TAGS ARE SHOWING POUND |
| SIGNS INSTEAD OF THE SQ. FOOTAGE. PLEASE UPDATE SO THE |
| SQ. FOOTAGE OF A-2 OCCUPANCY IS KNOWN. |
| |
| 11) 303.3 FBC[B] GENERAL. SHEET LS-0.1 |
| - REVIEW GROUP A-2 THAT STATES DINING FACILITIES |
| INCLUDING COMMERCIAL KITCHENS. SHOULD THE KITCHEN NOT |
| BE CONSIDERED A-2 INSTEAD OF BUSINESS SINCE THE AREA |
| SERVICED IS GREATER THAN 2500 SQ. FT.(SEE SECTION 304). |
| HOWEVER, FOR EGRESS THEY YOU CAN USE OCCUPANT LOAD FOR |
| COMMERCIAL KITCHEN THAT IS 200 GROSS PER TABLE 1004.1.2 |
| |
| 12) 107.5.3 FBC[AMENDED] GENERAL. SHEET LS-0. |
| - OCCUPANY CLASSIFICATIONS ARE LISTED AS I-1, A-3, B, |
| S-2 AND R-2, BUT WHEN I LOOK BELOW AT EXITING DATA I DO |
| NOT SEE ALL THOSE OCCUPACIES LISTED. PLEASE UPDATE |
| EXITING DATA TO MATCH ALL OCCUPANCY CLASSIFICATIONS. |
| |
| SITEWORK: |
| |
| 13) 107.3.5.3 FBC[AMENDED] PROVIDE SEDIMENT CONTROL TO |
| KEEP CONSTRUCTION DEBRIS FROM ENTERING ADJACENT |
| PROPERTIES AND STORM DRAINS DURING CONSTRUCTION. YOU |
| CAN JUST ADD SILT FENCE DETAIL AND HOW DRAINS ARE |
| PROTECTED TO THE DRAINAGE PLAN. SOME ENGINEERING |
| STANDARD DETAILS CAN BE USED FROM WPB WEBSITE-POLLUTION |
| CONTROL. HTTP://WWW.WPB.ORG/DEPARTMENTS/ENGINEERING-PUB |
| LIC-WORKS/FORMS,-PERMITS-APPLICATIONS |
| |
| 14) 107.3.5.3 FBC[AMENDED] PAVING AND DRAINAGE PLANS |
| - PROVIDE CIVIL PLANS TO SHOW SLOPES, ELEVATIONS AND |
| DRAINAGE AS IT RELATES TO PEDESTRIAN PATHWAYS AND |
| ACCESS(FULL SET NOT REQUIRED) |
| |
| 15) 107.5.3 FBC[AMENDED] SEPARATE PERMIT REQUIRED FOR |
| VIBRO COMPACTION. |
| - GEOTECHNICAL REPORT (RECEIVED, VIBRO-COMPACTION PROBE |
| LAYOUT, FOUNDATION PLAN, AND STORM WATER POLLUTION |
| PREVENTION PLAN (REQUESTED) |
| |
| 16) 406.5.2 FBC(B)OPENINGS IN INTERIOR WALLS FOR OPEN |
| PARKING. |
| - PLEASE ADD OPENING PERCENTAGES FOR INTERIOR.WALLS OF |
| OPEN GARAGE. SHEET LS-0.2 DOESN'T APPEAR TO HAVE |
| OPENINGS ON INTERIOR WALL. |
| |
| 17) 1609.4.3 FBC[B] EXPOSURE CATEGORIES. AN EXPOSURE |
| CATEGORY SHALL BE DETERMINED IN ACCORDANCE WITH THE |
| FOLLOWING: EXPOSURE B. FOR BUILDINGS WITH A MEAN ROOF |
| HEIGHT OF LESS THAN OR EQUAL TO 30 FEET, EXPOSURE B |
| SHALL APPLY WHERE THE GROUND SURFACE ROUGHNESS, AS |
| DEFINED BY SURFACE ROUGHNESS B, PREVAILS IN THE UPWIND |
| DIRECTION FOR A DISTANCE OF AT LEAST 1,500 FEET. FOR |
| BUILDINGS WITH A MEAN ROOF HEIGHT GREATER THAN 30 FEET, |
| EXPOSURE B SHALL APPLY WHERE SURFACE ROUGHNESS B |
| PREVAILS IN THE UPWIND DIRECTION FOR A DISTANCE OF AT |
| LEAST 2,600 FEET OR 20 TIMES THE HEIGHT OF THE |
| BUILDING, WHICHEVER IS GREATER. |
| EXPOSURE C. EXPOSURE C SHALL APPLY FOR ALL CASES WHERE |
| EXPOSURE B OR D DOES NOT APPLY. |
| EXPOSURE D. EXPOSURE D SHALL APPLY WHERE THE GROUND |
| SURFACE ROUGHNESS, AS DEFINED BY SURFACE ROUGHNESS D, |
| PREVAILS IN THE UPWIND DIRECTION FOR A DISTANCE OF AT |
| LEAST 5,000 FEET OR 20 TIMES THE HEIGHT OF THE |
| BUILDING, WHICHEVER IS GREATER. EXPOSURE D SHALL ALSO |
| APPLY WHERE THE GROUND SURFACE ROUGHNESS IMMEDIATELY |
| UPWIND OF THE SITE IS B OR C, AND THE SITE IS WITHIN A |
| DISTANCE OF 600 FEET OR 20 TIMES THE BUILDING HEIGHT, |
| WHICHEVER IS GREATER, FROM AN EXPOSURE D CONDITION AS |
| DEFINED IN THE PREVIOUS SENTENCE. |
| - IN REVIEWING LOCATION I WOULD PUT THIS LOCATION AT A |
| CATEGORY C INSTEAD OF D. PLEASE REVIEW THIS WITH NEXT |
| COMMENT ABOUT CATEGORY SELECTION AND PLEASE ADJUST IF |
| APPLICABLE. PLEASE CONSIDER EXPOSURE C WITH CATEGORY |
| III DESIGNATION OR PROVIDE JUSTIFICATION FOR THE |
| CURRENT CATEGORY II SELCTION WITH D EXPOSURE. |
| |
| 18) 1604.5 FBC[B] RISK CATEGORY. EACH BUILDING AND |
| STRUCTURE SHALL BE ASSIGNED A RISK CATEGORY IN |
| ACCORDANCE WITH TABLE 1604.5. WHERE A REFERENCED |
| STANDARD SPECIFIES AN OCCUPANCY CATEGORY, THE RISK |
| CATEGORY SHALL NOT BE TAKEN AS LOWER THAN THE OCCUPANCY |
| CATEGORY SPECIFIED THEREIN. WHERE A REFERENCED STANDARD |
| SPECIFIES THAT THE ASSIGNMENT OF A RISK CATEGORY BE IN |
| ACCORDANCE WITH ASCE 7, TABLE 1.5-1, TABLE 1604.5 SHALL |
| BE USED IN LIEU OF ASCE 7, TABLE 1.5-1. 1604.5.1 |
| MULTIPLE OCCUPANCIES. |
| - TABLE 1604.5 FBC[B]. PLEASE REVIEW CRITERIA FOR |
| CATEGORY II BEING SELECTED. CATEGORY III IS USED FOR |
| BUILDINGS THAT REPRESENT A SUBSTAINTIAL HAZARD TO HUMAN |
| LIFE. THIS BUILDING HAS HIGH OCCUPANT LOAD, OCCUPANTS |
| UNDER CUSTODIAL CARE AND OCCUPANTS UNDER MEMORY CARE. |
| |
| 19)3202.2 FBC[B]ENCROACHMENTS ABOVE GRADE AND BELOW 8 |
| FEET IN HEIGHT. ENCROACHMENTS INTO THE PUBLIC |
| RIGHT-OF-WAY ABOVE GRADE AND BELOW 8 FEET (2438 MM) IN |
| HEIGHT SHALL BE PROHIBITED EXCEPT AS PROVIDED FOR IN |
| SECTIONS 3202.2.1 THROUGH 3202.2.3. DOORS AND WINDOWS |
| SHALL NOT OPEN OR PROJECT INTO THE PUBLIC RIGHT-OF-WAY. |
| - CHECK DOOR FROM STAIR 3 APPEARS TO CROSS PROPERTY |
| LINES. |
| |
| 20) 3002.4 FBC[B] ELEVATOR CAR TO ACCOMMODATE AMBULANCE |
| STRETCHER. ANY BUILDING THAT IS MORE THAN THREE STORIES |
| HIGH OR IN WHICH THE VERTICAL DISTANCE BETWEEN THE |
| BOTTOM TERMINAL LANDING AND THE TOP TERMINAL LANDING |
| EXCEEDS 25 FEET (7620 MM), MUST BE CONSTRUCTED TO |
| CONTAIN AT LEAST ONE PASSENGER ELEVATOR THAT IS |
| OPERATIONAL FOR BUILDING OCCUPANTS AND FIRE DEPARTMENT |
| EMERGENCY ACCESS TO ALL FLOORS. THE ELEVATOR CAR SHALL |
| BE OF SUCH A SIZE AND ARRANGEMENT TO ACCOMMODATE AN |
| AMBULANCE STRETCHER 24 INCHES BY 76 INCHES (610 MM BY |
| 1950 MM) WITH NOT LESS THAN 5-INCH (127 MM) RADIUS |
| CORNERS, IN THE HORIZONTAL, OPEN POSITION AND SHALL BE |
| IDENTIFIED BY THE INTERNATIONAL SYMBOL FOR EMERGENCY |
| MEDICAL SERVICES (STAR OF LIFE). THE SYMBOL SHALL BE |
| NOT LESS THAN 3 INCHES (76 MM) IN HEIGHT AND SHALL BE |
| PLACED INSIDE ON BOTH SIDES OF THE HOISTWAY DOOR FRAME. |
| - INDICATE WHICH PASSENGER ELEVATOR WILL BE IDENTIFIED |
| TO ACCOMMODATE STRETCHER. |
| |
| ASSEMBLIES: |
| |
| 21) PLEASE PROVIDE OR STATE WHERE TO FIND TESTED |
| ASSEMBLIES FOR FIRE RATED SPECIFIED IN TABLE 601 FOR |
| FLOORS AND OTHER RATED ASSEMBLIES AS REQUIRED FROM |
| TABLE 601. |
| |
| SUBMITTALS: |
| |
| 22) 1014 FBC [B] GUARDS AND HANDRAILS. 1607.8 FBC [B] |
| LOADS ON HANDRAILS AND GUARDRAILS. PROVIDE HANDRAIL AND |
| GUARDRAIL ENGINEERING, OR INDICATE THAT YOU WOULD LIKE |
| IT DEFERRED. |
| |
| 107.3.4.1 FBC[AMENDED] DEFERRAL OF ANY SUBMITTAL ITEMS |
| SHALL HAVE THE PRIOR APPROVAL OF THE BUILDING OFFICIAL. |
| DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE |
| SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL FOR |
| REVIEW, AND THEN FORWARED TO THE BUILDING OFFICIAL |
| INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE |
| BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO |
| THE DESIGN. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE |
| INSTALLED UNTIL THE DEFERRED SUBMITTAL DOCUMENTS HAVE |
| BEEN APPROVED BY THE BUILDING OFFICIAL. |
| |
| 107.3.4.1 FBC[AMENDED] IF ANY SPEC SHEETS OR PRODUCT |
| APPROVALS ARE ADDED, PLEASE UPLOAD THEM AS MULTIPAGE |
| FORMAT PDF IN SUPPORTING DOCUMENTS. |
| |
| 23) 806.3 FBC[B] COMBUSTIBLE DECORATIVE MATERIALS. IN |
| OTHER THAN GROUP I-3, CURTAINS, DRAPERIES, FABRIC |
| HANGINGS AND SIMILAR COMBUSTIBLE DECORATIVE MATERIALS |
| SUSPENDED FROM WALLS OR CEILINGS SHALL COMPLY WITH |
| SECTION 806.4 AND SHALL NOT EXCEED 10 PERCENT OF THE |
| SPECIFIC WALL OR CEILING AREA TO WHICH SUCH MATERIALS |
| ARE ATTACHED. FIXED OR MOVABLE WALLS AND PARTITIONS, |
| PANELING, WALL PADS AND CRASH PADS APPLIED STRUCTURALLY |
| OR FOR DECORATION, ACOUSTICAL CORRECTION, SURFACE |
| INSULATION OR OTHER PURPOSES SHALL BE CONSIDERED |
| INTERIOR FINISH SHALL COMPLY WITH SECTION 803 AND SHALL |
| NOT BE CONSIDERED DECORATIVE MATERIALS OR FURNISHINGS. |
| - (SEE 806.3 FOR EXCEPTIONS) |
| |
| 806.4 FBC[B] ACCEPTANCE CRITERIA AND REPORTS. WHERE |
| REQUIRED TO EXHIBIT IMPROVED FIRE PERFORMANCE, |
| CURTAINS, DRAPERIES, FABRIC HANGINGS AND SIMILAR |
| COMBUSTIBLE DECORATIVE MATERIALS SUSPENDED FROM WALLS |
| OR CEILINGS SHALL BE TESTED BY AN APPROVED AGENCY AND |
| MEET THE FLAME PROPAGATION PERFORMANCE CRITERIA OF TEST |
| 1 OR 2, AS APPROPRIATE, OF NFPA 701, OR EXHIBIT A |
| MAXIMUM HEAT RELEASE RATE OF 100 KW WHEN TESTED IN |
| ACCORDANCE WITH NFPA 289, USING THE 20 KW IGNITION |
| SOURCE. REPORTS OF TEST RESULTS SHALL BE PREPARED IN |
| ACCORDANCE WITH THE TEST METHOD USED AND FURNISHED TO |
| THE BUILDING OFFICIAL UPON REQUEST. |
| -PROVIDE AS SUBMITTAL TO DEVELOPMENT SERVICES OFFICE |
| |
| 24) 1207.2 FBC[B] FLOORING SUBMITTAL. |
| - TYPE OF CEILING ASSEMBLY INCLUDING THICKNESS OF |
| CONCRETE AND IF THERE IS A SOUND RATED ASSEMBLY IN UNIT |
| BELOW. |
| |
| 1207.2 FBC[B] PLEASE ADVISE ,VIA EMAIL, WHAT FLOORING |
| AND UNDERLAYMENT ARE PROPOSED? IF THE UNDERLAYMENT |
| PRODUCT PROPOSED IS NOT ONE FOR WHICH WE HAVE TEST |
| REPORTS ON FILE, THE FOLLOWING REPORTS WILL BE |
| REQUIRED: |
| 1207.2 FBC[B] AIR-BORNE SOUND. WALLS, PARTITIONS AND |
| FLOOR/CEILING ASSEMBLIES SEPARATING DWELLING UNITS AND |
| SLEEPING UNITS FROM EACH OTHER OR FROM PUBLIC OR |
| SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION CLASS OF |
| NOT LESS THAN 50, OR NOT LESS THAN 45 IF FIELD TESTED, |
| FOR AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM |
| E90. |
| 1207.3 FBC[B] STRUCTURE-BORNE SOUND. FLOOR/CEILING |
| ASSEMBLIES BETWEEN DWELLING UNITS AND SLEEPING UNITS OR |
| BETWEEN A DWELLING UNIT OR SLEEPING UNIT AND A PUBLIC |
| OR SERVICE AREA WITHIN THE STRUCTURE SHALL HAVE AN |
| IMPACT INSULATION CLASS RATING OF NOT LESS THAN 50, OR |
| NOT LESS THAN 45 IF FIELD TESTED, WHEN TESTED IN |
| ACCORDANCE WITH ASTM E492. |
| 603.1 FBC[B] ALLOWABLE MATERIALS IN NON COMBUSTIBLE |
| BUILDINGS, SEE ITEM 2, EXCEPTION 2, ACOUSTICAL |
| INSULATION INSTALLED BETWEEN A FINISHED FLOOR AND SOLID |
| DECKING WITHOUT INTERVENING AIRSPACE SHALL BE ALLOWED |
| TO HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 200. SEE |
| 803.1.1, PROVIDE TEST DATA IN ACCORDANCE WITH ASTM E 84 |
| OR UL 723. |
| 804.1 FBC[B] GENERAL. INTERIOR FLOOR FINISH AND FLOOR |
| COVERING MATERIALS SHALL COMPLY WITH SECTIONS 804.2 |
| THROUGH 804.4.2. EXCEPTION: FLOOR FINISHES AND |
| COVERINGS OF A TRADITIONAL TYPE, SUCH AS WOOD, VINYL, |
| LINOLEUM OR TERRAZZO, AND RESILIENT FLOOR COVERING |
| MATERIALS THAT ARE NOT COMPRISED OF FIBERS. |
| |
| TEMPORARY CONSTRUCTION: |
| |
| 25) 3104.1.1 FBC[B] APPLICATION. PEDESTRIAN WALKWAYS |
| SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH |
| SECTIONS 3104.2 THROUGH 3104.9. TUNNELS SHALL BE |
| DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH SECTIONS |
| 3104.2 AND 3104.10. |
| - SEPARATE PERMIT NEEDED TEMP FENCING AND RIGHT OF WAY |
| PERMIT FOR SIDEWALK CLOSURES. |
| |
| 26) 3306.1 FBC[B] PROTECTION REQUIRED. PEDESTRIANS |
| SHALL BE PROTECTED DURING CONSTRUCTION, REMODELING AND |
| DEMOLITION ACTIVITIES AS REQUIRED BY THIS CHAPTER AND |
| TABLE 3306.1. SIGNS SHALL BE PROVIDED TO DIRECT |
| PEDESTRIAN TRAFFIC. 3306.2 FBC[B] WALKWAYS. A WALKWAY |
| SHALL BE PROVIDED FOR PEDESTRIAN TRAVEL IN FRONT OF |
| EVERY CONSTRUCTION AND DEMOLITION SITE UNLESS THE |
| APPLICABLE GOVERNING AUTHORITY AUTHORIZES THE SIDEWALK |
| TO BE FENCED OR CLOSED. WALKWAYS SHALL BE OF SUFFICIENT |
| WIDTH TO ACCOMMODATE THE PEDESTRIAN TRAFFIC, BUT IN NO |
| CASE SHALL THEY BE LESS THAN 4 FEET (1219 MM) IN WIDTH. |
| WALKWAYS SHALL BE PROVIDED WITH A DURABLE WALKING |
| SURFACE. WALKWAYS SHALL BE ACCESSIBLE IN ACCORDANCE |
| WITH CHAPTER 11 AND SHALL BE DESIGNED TO SUPPORT ALL |
| IMPOSED LOADS AND IN NO CASE SHALL THE DESIGN LIVE LOAD |
| BE LESS THAN 150 POUNDS PER SQUARE FOOT (PSF) |
| |
| 27) 3306.7 FBC[B] COVERED WALKWAYS. COVERED WALKWAYS |
| SHALL HAVE A CLEAR HEIGHT OF NOT LESS THAN 8 FEET (2438 |
| MM) AS MEASURED FROM THE FLOOR SURFACE TO THE CANOPY |
| OVERHEAD. ADEQUATE LIGHTING SHALL BE PROVIDED AT ALL |
| TIMES. COVERED WALKWAYS SHALL BE DESIGNED TO SUPPORT |
| ALL IMPOSED LOADS. IN NO CASE SHALL THE DESIGN LIVE |
| LOAD BE LESS THAN 150 PSF (7.2 KN/M2) FOR THE ENTIRE |
| STRUCTURE. |
| |
| PROVISOS: |
| |
| A) AIPP COMPLIANCE REQUIRED; VERIFICATION REQUIRED |
| PRIOR TO C.O. |
| B) DEFERRED SUBMITTALS - COMPONENT & CLADDING PRODUCT |
| APPROVALS SUBMITTED TO PLAN REVIEW OFFICE. PRODUCT |
| APPROVALS FOR LOUVERS AND EQUIPMENT STANDS. |
| C) VEHICLE BARRIER SUBMITTAL TO PLAN REVIEW OFFICE |
| D) ROOF ENGINEERING AND PRODUCT APPOVAL TO BE SUBMITTED |
| WITH ROOF SUB-PERMIT APPLICATION. SEE ENERGY |
| CALCULATIONS THAT CALL FOR HIGH ALBEDO ROOF. |
| E) SEPARATE PERMITS REQUIRED FOR - GENERATOR, LIGHT |
| POLES/SITE LIGHTING, FIRE ALARM, FIRE SPRINKLER, LOW |
| VOLTAGE, ACCESS, LANDSCAPING, IRRIGATION, POOL, |
| TEMPORARY FENCE AND RIGHT OF WAY PERMITS(ENGINEERING) |
| F) CONSTRUCTION HOURS - 7AM TO 7PM MON-FRI, 8AM TO 8PM |
| SAT-SUN |
| - NO RESPONSE REQUIRED. THESE WILL BE ADDED TO THE |
| PLANS AT FINAL STAMPING. |
| |
| NOTES: |
| |
| PLEASE PROVIDE COMMENT RESPONSE SHEET TO EXPLAIN HOW |
| EACH COMMENT IS BEING ADDRESSED. |
| |
| FEEL FREE TO CONTACT ME AT 561-805-6718 (M-F 8-5) TO |
| DISCUSS COMMENTS, OR E-MAIL ANYTIME [email protected] |
| |
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2020-04-30 15:41:59 | |
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