| Date |
Text |
| 2016-10-20 14:16:41 | BUILDING PLAN REVIEW |
| | 2014 FLORIDA BUILDING CODE W/2010 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | CHRISTOPHER S. THROOP, C.B.O. |
| | BUILDING PLANS EXAMINER ? PX3169 |
| | CONSTRUCTION SERVICES DIVISION |
| | TEL: 561-805-6726 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | 1ST REVIEW |
| | RESULTS: DENIED |
| | |
| | 1. DESIGNER OF RECORD TO REVIEW, SIGN AND SEAL ALL |
| | SUBMITTAL DOCUMENTS. |
| | 2. DESIGN SHALL COMPLY WITH THE PROVISIONS OF CHPT. |
| | 1612, FLOOD HAZARD CONSTRUCTION. |
| | 3. PROVIDE DESIGN WIND LOADS PER CHPT. 1603. |
| | 4. PROVIDE ACCESS PER FBC ACCESSIBILITY. |
| | 5. PROVIDE SITE PLAN TO DEMONSTRATE SEPERATION PER FBC |
| | 424.4. |
| | 6. PROVIDE PLAN VIEW OF ASSEMBLED EQUIPTMENT. |
| | 7. PROVIDE FOUNDATION DETAILS PER FBC CHPT 18. |
| | 8. PROVIDE MANUFATURER'S INSTALLATION INSTRUCTIONS FOR |
| | PLAY SURFACE. |
| | |
| | FBC107.1 GENERAL. SUBMITTAL DOCUMENTS CONSISTING OF |
| | CONSTRUCTION DOCUMENTS, STATEMENT OF SPECIAL |
| | INSPECTIONS, GEOTECHNICAL REPORT AND OTHER DATA SHALL |
| | BE SUBMITTED IN TWO OR MORE SETS WITH EACH PERMIT |
| | APPLICATION. THE CONSTRUCTION DOCUMENTS SHALL BE |
| | PREPARED BY A REGISTERED DESIGN PROFESSIONAL WHERE |
| | REQUIRED BY CHAPTER 471, FLORIDA STATUTES& 61G15 |
| | FLORIDA ADMINISTRATIVE CODE OR CHAPTER 481, FLORIDA |
| | STATUTES& 61G1 FLORIDA ADMINISTRATIVE CODE. WHERE |
| | SPECIAL CONDITIONS EXIST, THE BUILDING OFFICIAL IS |
| | AUTHORIZED TO REQUIRE ADDITIONAL CONSTRUCTION DOCUMENTS |
| | TO BE PREPARED BY A |
| | REGISTERED DESIGN PROFESSIONAL. ELECTRONIC MEDIA |
| | DOCUMENTS SHALL BE SUBMITTED WHEN REQUIRED BY THE |
| | BUILDING OFFICIAL, AND MAY REQUIRE ONLY ONE SET OF |
| | SUBMITTALS. |
| | |
| | SECTION 1612 FLOOD LOADS |
| | 1612.1 GENERAL. |
| | WITHIN FLOOD HAZARD AREAS AS ESTABLISHED IN SECTION |
| | 1612.3, ALL NEW CONSTRUCTION OF BUILDINGS, STRUCTURES |
| | AND PORTIONS OF BUILDINGS AND STRUCTURES, INCLUDING |
| | SUBSTANTIAL IMPROVEMENT AND RESTORATION OF SUBSTANTIAL |
| | DAMAGE TO BUILDINGS AND STRUCTURES, SHALL BE DESIGNED |
| | AND CONSTRUCTED TO RESIST THE EFFECTS OF FLOOD HAZARDS |
| | AND FLOOD LOADS. FOR BUILDINGS THAT ARE LOCATED IN MORE |
| | THAN ONE FLOOD HAZARD AREA, THE PROVISIONS ASSOCIATED |
| | WITH THE MOST RESTRICTIVE FLOOD HAZARD AREA SHALL |
| | APPLY. |
| | |
| | WIND DESIGN LOADS |
| | FBC 107.3.5.1.1(8) - PROVIDE WIND DESIGN LOADS/DESIGN |
| | PRESSURES PURSUANT TO FBC-CHAPTER 16 |
| | 1603.1.4 WIND DESIGN DATA. |
| | THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL |
| | BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE |
| | DESIGN OF THE LATERAL FORCE-RESISTING SYSTEM OF THE |
| | STRUCTURE: |
| | 1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST), |
| | MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED, |
| | VASD, AS DETERMINED IN ACCORDANCE WITH SECTION |
| | 1609.3.1. |
| | 2. RISK CATEGORY. |
| | 3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. |
| | 4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | 5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR |
| | COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY |
| | DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL |
| | RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF (KN/ |
| | M2). |
| | |
| | 402.1 GENERAL. |
| | ACCESSIBLE ROUTES SHALL COMPLY WITH 402. |
| | 402.2 COMPONENTS. |
| | ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THE |
| | FOLLOWING COMPONENTS: WALKING SURFACES WITH A RUNNING |
| | SLOPE NOT STEEPER THAN 1:20, DOORWAYS, RAMPS, CURB |
| | RAMPS EXCLUDING THE FLARED SIDES, ELEVATORS, AND |
| | PLATFORM LIFTS. ALL COMPONENTS OF AN ACCESSIBLE ROUTE |
| | SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF |
| | CHAPTER 4 AND 208.3.1. |
| | |
| | 1008.1 GENERAL. |
| | PLAY AREAS SHALL COMPLY WITH 1008. |
| | 1008.2 ACCESSIBLE ROUTES. |
| | ACCESSIBLE ROUTES SERVING PLAY AREAS SHALL COMPLY WITH |
| | CHAPTER 4 AND 1008.2 AND SHALL BE PERMITTED TO USE THE |
| | EXCEPTIONS IN 1008.2.1 THROUGH 1008.2.3. WHERE |
| | ACCESSIBLE ROUTES SERVE GROUND LEVEL PLAY COMPONENTS, |
| | THE VERTICAL CLEARANCE SHALL BE 80 INCHES HIGH (2030 |
| | MM) MINIMUM. |
| | |
| | 424.4 SEPARATION. |
| | CHILDREN?S PLAY STRUCTURES SHALL HAVE A HORIZONTAL |
| | SEPARATION FROM BUILDING WALLS, PARTITIONS AND FROM |
| | ELEMENTS OF THE MEANS OF EGRESS OF NOT LESS THAN 5 FEET |
| | (1524 MM). CHILDREN?S PLAYGROUND STRUCTURES SHALL HAVE |
| | A HORIZONTAL SEPARATION FROM OTHER CHILDREN?S PLAY |
| | STRUCTURES OF NOT LESS THAN 20 FEET (6090 MM). |
| | |
| | FBC 107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS. |
| | CONSTRUCTION DOCUMENTS SHALL BE |
| | DIMENSIONED AND DRAWN UPON SUITABLE MATERIAL. |
| | CONSTRUCTION DOCUMENTS SHALL BE OF SUFFICIENT CLARITY |
| | TO INDICATE THE LOCATION, NATURE AND EXTENT OF THE WORK |
| | PROPOSED AND SHOW IN DETAIL THAT IT WILL CONFORM TO THE |
| | PROVISIONS OF THIS CODE AND RELEVANT LAWS, ORDINANCES, |
| | RULES AND REGULATIONS, AS DETERMINED BY THE BUILDING |
| | OFFICIAL. SUCH DRAWINGS AND SPECIFICATIONS SHALL |
| | CONTAIN INFORMATION, IN THE FORM OF NOTES OR OTHERWISE, |
| | AS TO THE QUALITY OF MATERIALS, WHERE QUALITY IS |
| | ESSENTIAL TO CONFORMITY WITH THE TECHNICAL CODES. SUCH |
| | INFORMATION SHALL BE SPECIFIC, AND THE TECHNICAL CODES |
| | SHALL NOT BE CITED AS A WHOLE OR IN PART, NOR SHALL THE |
| | TERM "LEGAL" OR ITS EQUIVALENT BE USED AS A SUBSTITUTE |
| | FOR SPECIFIC INFORMATION. ALL INFORMATION, DRAWINGS, |
| | SPECIFICATIONS AND ACCOMPANYING DATA SHALL BEAR THE |
| | NAME AND SIGNATURE OF THE PERSON RESPONSIBLE FOR THE |
| | DESIGN. (SEE ALSO SECTION 107.3.5). |
| | |
| | WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE |
| | LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY |
| | RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT |
| | CORRECTED PAGES INTO SUBMITTAL AND LEAVE THE PREVIOUSLY |
| | REVIEWED SHEETS DETACHED AND MARK VOID. |
| | |
