Plan Review Notes
Plan Review Notes For Permit 16040819
Permit Number 16040819
Review Stop B
Sequence Number 1
Notes
Date Text
2016-05-10 15:09:451ST REVIEW: FBC 2014 5TH ED
 CHRISTOPHER S. THROOP, C.B.O.
 BLDG. PLANS EXAMINER ? PX3169
 (561) 805-7918
 [email protected]
  
 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.
  
 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.
  
 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.
  
 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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