| Date |
Text |
| 2020-10-01 15:44:49 | REVISION BUILDING REVIEW COMMENTS |
| | CODE: FBC 6TH EDITION (2017) AND CITY AMENDMENTS. |
| | |
| | 1- THE FOLLOWING REVISED DRAWINGS DON'T HAVE THE |
| | DIGITAL SIGNATURE OF THE ENGINEER OF RECORD: |
| | DRAWING 025 S201 - FOUNDATION PLAN |
| | DRAWING 026 S202 - SLAB ON GRADE PLAN |
| | DRAWING 027 S203 - LOW ROOF FRAMING PLAN |
| | DRAWING 036 S501 - ELEVATIONS |
| | |
| | NEED TO HAVE THE ORIGINAL SEAL AND SIGNATURE OF THE |
| | ENGINEER OF RECORD AS REQUIRED BY SEC. 61G15-23.001 FAC |
| | AND CHAPTER 471 F.S. WHEN SUBMITTING PLANS/DOCUMENTS |
| | FOR PUBLIC RECORDS |
| | |
| | |
| | WHEN RESUBMITTING, A TRANSMITTAL LETTER LISTING THE |
| | ORIGINAL REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF |
| | THE REVISION MADE, IDENTIFYING THE SHEET OR |
| | SPECIFICATION PAGE WHERE THE CHANGES CAN BE FOUND WILL |
| | HELP TO EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR |
| | ANTICIPATED COOPERATION. |
| | |
| | PLEASE FEEL FREE TO CONTACT ME IF YOU HAVE ANY |
| | QUESTIONS REGARDING THESE COMMENTS, |
| | JULIO GOMEZ |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | BUILDING DIVISION |
| | (561)805-6712 |
| | [email protected] |
| | |
| | NOTE: |
| | AFTER PLANS ARE PROPERLY SIGNED, THE BUILDING REVIEW |
| | WILL BE APPROVED WITH THE ORIGINAL PROVISO CONDITION. |
| | SEE BELOW. |
| | |
| | |
| | BUILDING REVIEW APPROVED WITH PROVISO ON MASTER |
| | 20050025 (SEE COPY BELOW). |
| | NOTE: PROVIDE INFORMATION FOR REVIEW PRIOR TO |
| | INSTALLATION TO AVOID CONFLICTS/DELAYS: |
| | |
| | 1) BUILDING PROVISO, BOTH THE A & S SHEETS SHOW METAL |
| | ROOF DECK AND BAR JOIST WHICH WILL REQUIRE FIELD |
| | WELDING PLEASE SHOW COMPLIANCE WITH: |
| | WELDED OR BOLTED CONNECTIONS |
| | THE CONTRACTOR IS REQUIRED TO PROVIDE WELD PROCEDURE |
| | SPECIFICATIONS & WELDER OPERATOR PERFORMANCE |
| | QUALIFICATION RECORDS IN ACCORDANCE WITH THE REFERENCED |
| | STANDARDS AT TIME OF INSPECTION. |
| | 2017 FBC-B 2204.1 WELDING |
| | 1. WELD PROCEDURES SPECIFICATIONS |
| | 2) QUALIFICATIONS OF WELDING PERSONAL |
| | 2017 FBC-B 2204.2 BOLTING. |
| | IF THERE ARE ANY FURTHER QUESTIONS PLEASE CONTACT CHIEF |
| | BUILDING INSPECTOR CHIEF KEN CONRAD AT 561-805-6666. |
| | |
| | 2) BUILDING PROVISOS/ DEFERRED SUBMITTALS. 2017 FBC-B |
| | 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.4.1 |
| | COMPONENTS & CLADDING. FLORIDA DEPARTMENT OF COMMUNITY |
| | AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005, RULE 9N-3 |
| | NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR |
| | CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT |
| | APPROVALS: |
| | (31)(A) EXTERIOR DOORS, MULLIONS. |
| | (B) WINDOWS & MULLIONS |
| | (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| | LOUVERS, EFIS SYSTEMS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES, POLY-INSULATION, |
| | LIGHTWEIGHT CONCRETE INSULATION, ROOF TOP CURBS & ROOF |
| | TOP VENTILATORS |
| | (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C |
| | STANDS |
| | |
| | 2A) W. P. B. 107.3.4. PRODUCT APPROVALS. THOSE PRODUCTS |
| | WHICH ARE REGULATED BY FLORIDA ADMINISTRATIVE CODE RULE |
| | 61G20 SHALL BE REVIEWED AND APPROVED IN WRITING BY THE |
| | DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR |
| | JURISDICTIONAL APPROVAL. |
| | FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR |
| | SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS, |
| | SHOP DRAWINGS ETC.. |
| | |
| | 2B) 107.3.4.2 DEFERRED SUBMITTALS. FOR THE PURPOSES OF |
| | THIS SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE |
| | PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE |
| | TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO |
| | THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD. |
| | DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR |
| | APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED |
| | DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST |
| | THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS |
| | FOR REVIEW BY THE BUILDING OFFICIAL. |
| | |
| | 2C) IDENTIFY GLAZING/ MULLIONS. PLEASE IDENTIFY ON THE |
| | PRODUCT APPROVAL BEFORE SUBMITTING TO DESIGNER OF |
| | RECORD AND BEFORE SUBMISSION TO THE BUILDING |
| | DEPARTMENT. FOR ALL PRODUCTS WITH GLAZING, PLEASE |
| | IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF GLAZING, |
| | MULLION SIZE, LENGTH IF UNREINFORCED OR REINFORCED |
| | INFORMATION IF REQUIRED, ATTACHMENTS AND ASSOCIATE |
| | PRESSURES FOR EACH OPENING SIZE. 2017 FBC-B 1405.13.1 |
| | INSTALLATION. WINDOWS AND DOORS SHALL BE INSTALLED IN |
| | ACCORDANCE WITH APPROVED MANUFACTURER?S INSTRUCTIONS. |
| | FASTENER SIZE AND SPACING SHALL BE PROVIDED IN SUCH |
| | INSTRUCTIONS AND SHALL BE CALCULATED BASED ON MAXIMUM |
| | LOADS AND SPACING USED IN THE TESTS. |
| | |
| | 2D) FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY ALL |
| | ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES FOR |
| | ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL LIMITATIONS, |
| | IF ENHANCED FASTENING IS ALLOWED FOR ROOF ZONES 2 & 3. |
| | FASTENER DENSITIES SHALL BE INCREASED FOR BOTH |
| | INSULATION & THE BASE SHEET AS CALCULATED IN COMPLIANCE |
| | WITH ROOFING APPLICATION STANDARDS RAS 117. CALCULATION |
| | PREPARED, SIGNED AND |
| | SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR |
| | REGISTERED ARCHITECT. 1609.6.4.4.1 COMPONENTS & |
| | CLADDING. |
| | |
| | 2E)) 107.2.1.2 FOR ROOF ASSEMBLIES REQUIRED BY THE |
| | CODE, THE CONSTRUCTION DOCUMENTS SHALL ILLUSTRATE, |
| | DESCRIBE AND DELINEATE THE TYPE OF ROOFING SYSTEM, |
| | MATERIALS, VENTING, FASTENING REQUIREMENTS, FLASHING |
| | REQUIREMENTS AND WIND RESISTANCE RATING THAT ARE |
| | REQUIRED TO BE INSTALLED. PRODUCT EVALUATION AND |
| | INSTALLATION SHALL INDICATE COMPLIANCE WITH THE WIND |
| | CRITERIA REQUIRED FOR THE SPECIFIC SITE. |
| | |
| | 2F) 2017 FBC-M- 301.15 WIND RESISTANCE. MECHANICAL |
| | EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO |
| | WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WIND |
| | PRESSURES DETERMINED IN ACCORDANCE WITH THE FLORIDA |
| | BUILDING CODE, BUILDING. |
| | FBC-B-1609.6.4.4.1 COMPONENTS AND CLADDING. WIND |
| | PRESSURE FOR EACH COMPONENT OR CLADDING ELEMENT IS TO |
| | BE DESIGNED FOR WIND PRESSURES COMPONENTS AND |
| | ATTACHMENTS. |
| | |
| | 2G) LATERAL FORCE-RESISTING SYSTEM. FOR ALL ROOF TOP |
| | EQUIPMENT, CURBS, FANS OR A/C STANDS, AND OR VENTS, |
| | DETAILED ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL |
| | AS FROM THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE. |
| | |
| | 2H) 2017 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON |
| | STRUCTURAL MEMBERS AND THEIR CONNECTIONS SHALL BE |
| | DETERMINED BY METHODS OF STRUCTURAL ANALYSIS THAT TAKE |
| | INTO ACCOUNT EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC |
| | COMPATIBILITY AND BOTH SHORT- AND LONG-TERM MATERIAL |
| | PROPERTIES. EVERY STRUCTURE SHALL BE DESIGNED TO RESIST |
| | THE OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES |
| | SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND |
| | LOADS. |
| | |
| | 2I) THE ROOF TOP A/C STAND PRODUCT APPROVALS, TO BE |
| | REVIEWED BY THE DESIGNER OF RECORD. PLEASE IDENTIFY THE |
| | FOLLOWING REQUIREMENTS CALCULATING THE AREA (SIDE VIEW) |
| | OF THE ROOF TOP COMPRESSORS, CONFIGURATION ON STAND, |
| | THE MEAN ROOF HEIGHT OF THE STAND AND COMPRESSORS, |
| | WEIGHT, CIRCLED THE DESIGN PARAMETERS IN THE TABLES, |
| | ANCHORS AND UPLIFT VERSES MOMENT FOR THE UNIT TO THE |
| | STAND AND THE STAND TO THE ROOF. THE PRODUCT APPROVAL |
| | IS TO BE REVIEWED BY THE DESIGNER OF RECORD, APPROVED |
| | BEFORE SUBMISSION TO THE BUILDING DEPARTMENT. |
| | JAMES A. WITMER BN, PX, SFP, CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | |
| | |
