| Date |
Text |
| 2016-04-12 11:23:34 | 1ST REVIEW: FBC 2014 5TH ED |
| | CHRISTOPHER S. THROOP, C.B.O. |
| | BLDG. PLANS EXAMINER ? PX3169 |
| | (561) 805-6718 |
| | [email protected] |
| | |
| | 1. EXISTING STRUCTURE SUPPORT NOTE ON PG. A-1 APPEARS |
| | TO BE INCORRECT. EXISTING BEARING APPEARS TO BE 4" |
| | STEEL POST ATTACHED TO A BEAM (UNKNOWN). |
| | 2. SPECIFY UPLIFT AT EXISTING 4" STEEL POST TO |
| | BEAM/ROOF ASSEMBLY CONNECTION. |
| | 3. PROVIDE DETAIL OF EXISTING UPLIFT CONNECTORS AT POST |
| | TO BEAM/ROOF ASSEMBLY. |
| | 4. PROVIDE DETAIL FOR EXISTING POST TO FOOTING/COLUMN |
| | BASE CONNECTION. |
| | 5. PROVIDE DETAIL FOR NEW SLAB-ON-GRADE TO EXISTING |
| | S.O.G CONNECTION. |
| | 6. NEW EXT. WALLS SUBJECT TO WIND LOADS. PROVIDE |
| | WINDLOAD CALC'S. |
| | 7. PROVIDE DETAIL FOR LINTEL AT NEW 3-0 EXT. DOOR. |
| | 8. PROVIDE PRODUCT APPROVALS FOR NEW 3-0 EXT. DOOR. |
| | |
| | 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). |
| | |
| | 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 107.3.4 - 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 DOOR SUBMITTALS. |
| | |
