2016-05-10 15:09:45 | 1ST REVIEW: FBC 2014 5TH ED |
| CHRISTOPHER S. THROOP, C.B.O. |
| BLDG. PLANS EXAMINER ? PX3169 |
| (561) 805-7918 |
| [email protected] |
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| 1. STATE GOVERNING CODES ON PLANS. |
| 2. PROVIDE WINDOW SCHEDULE. |
| 3. PROVIDE PRODUCT APPROVALS FOR NEW EXT. WINDOWS AND |
| DOORS. |
| 4. PROVIDE WIND LOAD ENGINEERING FOR ALL PRODUCTS |
| SUBJECT TO WIND LOADS. |
| 5. PROVIDE FRAMING DETAIL FOR ALL MODIFIED OPENINGS. |
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| 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. |
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| 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). |
| |
| FBC 107.3.4 - PROVIDE PRODUCT APPROVALS FOR THOSE |
| PRODUCTS WHICH ARE REGULATED BY |
| FAC RULE 9N-3 REVIEWED AND APPROVED IN WRITING BY THE |
| DESIGNER OF RECORD. SPECIFICALLY, PROVIDE WINDOW, AND |
| DOOR SUBMITTALS. |
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| 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). |
| FBC 107.3.5.3 - PROVIDE WIND DESIGN LOADS/DESIGN |
| PRESSURES PURSUANT TO FBC-R301.2. |
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