Date |
Text |
2022-08-10 15:36:36 | RESIDENTIAL(R3) THIRD BUILDING REVIEW COMMENTS |
| CODE: FBC 7TH EDITION (2020) AND CITY AMENDMENTS. |
| PERMIT #22010709 |
| |
| ARCHITECTS-ENGINEERS |
| FLORIDA STATUTE 553.80(2)(B): |
| ARCHITECTS WITH RESPECT TO EVALUATION OF DESIGN |
| PROFESSIONALS DOCUMENTS, IF A LOCAL GOVERNMENT FINDS IT |
| NECESSARY, IN ORDER TO ENFORCE COMPLIANCE WITH THE |
| FLORIDA BUILDING CODE AND ISSUE A PERMIT, TO REJECT |
| DESIGN DOCUMENTS REQUIRED BY THE CODE THREE OR MORE |
| TIMES FOR FAILURE TO CORRECT A CODE VIOLATION |
| SPECIFICALLY AND CONTINUOUSLY NOTED IN EACH REJECTION, |
| INCLUDING, BUT NOT LIMITED TO, EGRESS, FIRE PROTECTION, |
| STRUCTURAL STABILITY, ENERGY, ACCESSIBILITY, LIGHTING, |
| VENTILATION, ELECTRICAL, MECHANICAL, PLUMBING, AND GAS |
| SYSTEMS, OR OTHER REQUIREMENTS IDENTIFIED BY RULE OF |
| THE FLORIDA BUILDING COMMISSION ADOPTED PURSUANT TO |
| CHAPTER 120, THE LOCAL GOVERNMENT SHALL IMPOSE, EACH |
| TIME AFTER THE THIRD SUCH REVIEW THE PLANS ARE REJECTED |
| FOR THAT CODE VIOLATION, A FEE OF FOUR TIMES THE AMOUNT |
| OF THE PROPORTION OF THE PERMIT FEE ATTRIBUTED TO PLANS |
| REVIEW. |
| |
| ORIGINAL COMMENT: |
| 1-PROVIDE ENERGY CALCULATIONS AS REQUIRED BY SEC. 1106 |
| FBC-EXISTING BUILDING AND SEC. R101.5 FBC-ENERGY |
| CONSERVATION. |
| NOTE: PLEASE MAKE SURE FORM IS PROPERLY SIGNED BY ALL |
| REQUIRED PARTIES AND IS COORDINATED WITH PLANS TO AVOID |
| CONFLICTS/DELAYS. |
| |
| RESPONSE TO 2ND REVISED SUBMITTAL: |
| A)REPEAT COMMENT. FORM R402-2020 WAS NOT SIGNED AT THE |
| OWNER/AGENT BOTTOM LINE AS REQUESTED. ALSO, IF ENGINEER |
| OF RECORD IS SIGNING THE FORM, THEN HE NEEDS TO PROVIDE |
| HIS SEAL AND SIGNATURE AS REQUIRED BY CHAPTER 471 WHEN |
| SUBMITTING DOCUMENTS FOR PUBLIC RECORDS. |
| NOTE: PLEASE MAKE SURE TO PROVIDE HARD COPY WITH |
| ENGINEER'S ORIGINAL SEAL/SIGNATURE OR SUBMIT FORM |
| ELECTRONICALLY WITH ENGINEER'S VERIFIABLE DIGITAL |
| SIGNATURE TO AVOID MORE DELAYS. |
| |
| B) INSTALLED CEILING R-VALUE WAS ON PAGE 1 UNDER |
| "INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT" |
| CHANGED TO R-38. THIS INFORMATION DOESN'T MATCH |
| INFORMATION GIVEN IN THE PLANS PREPARED BY THE SAME |
| ENGINEER OF RECORD PREPARING THE ENERGY CALCULATIONS. |
| ENGINEER TO COORDINATE INFORMATION TO AVOID MORE |
| CONFLICTS/DELAYS. REVISE AS REQUIRED TO MATCH. |
| SEC. R101.5.1.1.1 FBC-ENERGY CONSERVATION. |
| |
| C)INSTALLED WOOD FRAME WALL R-VALUE ON PAGE 1 UNDER |
| "INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT" |
| IS INCORRECT. THE PROPOSED ADDITION IS NOT WOOD FRAME. |
| THIS INFORMATION DOESN'T MATCH INFORMATION GIVEN IN THE |
| PLANS PREPARED BY THE SAME ENGINEER OF RECORD PREPARING |
| THE ENERGY CALCULATIONS. ENGINEER TO COORDINATE |
| INFORMATION TO AVOID MORE CONFLICTS/DELAYS. REVISE AS |
| REQUIRED TO MATCH. |
| SEC. R101.5.1.1.1 FBC-ENERGY CONSERVATION. |
| |
| D)INSTALLED MASONRY WALL R-VALUE ON PAGE 1 UNDER |
| "INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT" |
| WAS CHANGED TO THE R-VALUE REQUIRED FOR CLIMATE ZONE 2. |
| ENGINEER OF RECORD TO CLARIFY WHY USING THIS VALUE AND |
| PROVIDE INFORMATION ON PLANS SHOWING COMPLIANCE WITH |
| THE REVISED VALUE. ENGINEER TO COORDINATE INFORMATION |
| TO AVOID MORE CONFLICTS/DELAYS. SEC. R101.5.1.1.1 |
| FBC-ENERGY CONSERVATION. |
| |
| E)INSTALLED FLOOR R-VALUE ON PAGE 1 UNDER "INSULATION |
| AND FENESTRATION REQUIREMENTS BY COMPONENT" WAS CHANGED |
| FROM N/A TO 13. ENGINEER OF RECORD TO CLARIFY WHY USING |
| THIS VALUE AND PROVIDE INFORMATION ON PLANS SHOWING |
| COMPLIANCE WITH THE REVISED VALUE. ENGINEER TO |
| COORDINATE INFORMATION TO AVOID MORE CONFLICTS/DELAYS. |
| SEC. R101.5.1.1.1 FBC-ENERGY CONSERVATION. |
| |
| F)ENGINEER OF RECORD SPECIFIED A WATER HEATER UNDER THE |
| INSTALLED EFFICIENCY LEVEL COLUMN ON PAGE 2, BUT ON |
| MANDATORY REQUIREMENTS ON PAGE 3 THE ENGINEER CHANGED |
| THE CHECKED MARK TO N/A. ENGINEER TO CLARIFY REVISE AS |
| REQUIRED TO MATCH. ENGINEER TO COORDINATE INFORMATION |
| TO AVOID MORE CONFLICTS/DELAYS. SEC. R101.5.1.1.1 |
| FBC-ENERGY CONSERVATION. |
| |
| ORIGINAL COMMENT: |
| 2- FOUNDATION PLAN DOESN'T SPECIFY FOOTING SIZE. |
| ENGINEER OF RECORD NEEDS TO PROVIDE FOOTING DETAIL AND |
| SPECIFICATIONS. SEC. R401.2 FBC-RESIDENTIAL. |
| |
| RESPONSE TO 2ND REVISED SUBMITTAL: |
| FOOTING TYPE AND SPECIFICATIONS SHOWN ON FOUNDATION |
| PLAN LAYOUT 1/S3 AND FOOTING TYPE AND SPECIFICATIONS |
| SHOWN ON BATHROOM TYPICAL WALL SECTION 2/S3 DON'T |
| MATCH. ENGINEER TO COORDINATE INFORMATION TO AVOID MORE |
| CONFLICTS/DELAYS. SEC. 107.2.1 CITY AMENDMENTS. |
| |
| ORIGINAL COMMENT: |
| 3- ROOF FRAMING PLAN DETAIL 2/S3 AND HOUSE BATH SOUTH |
| SIDE VIEW DETAIL 5/S4 ARE INCOMPLETE. ENGINEER OF |
| RECORD TO PROVIDE COMPLETE DETAILS AND SPECIFICATIONS |
| FOR HAND FRAMED ROOF SYSTEM. SPECIFY TOP RAFTERS |
| SPACING AND STRUCTURAL CONNECTORS, CONNECTION TO 2X8 |
| RIDGE, 2X4 OUTRIGGERS SPACING AND CONNECTORS. NEED TO |
| SPECIFY BOTTOM CHORD OF HAND FRAMED ROOF SYSTEM AND |
| STRUCTURAL CONNECTORS AT EACH END. NEED TO SPECIFY |
| FRAMING AND CONNECTIONS TO EXISTING ROOF. |
| SEC. R301.2.1 FBC-RESIDENTIAL. |
| |
| RESPONSE TO 2ND REVISED SUBMITTAL: |
| ROOF FRAMING IS NOT CLEAR. SPECIFIED STRUCTURAL |
| CONNECTORS DON'T SEEM TO BE THE PROPER CONNECTORS FOR |
| THE PROPOSED CONNECTION. ENGINEER TO PROVIDE ACTUAL |
| DETAIL SHOWING HOW THE CONNECTORS SPECIFIED ON DETAIL |
| 2/S2 ARE INSTALLED. SHOW HOW THE 2"X4" BOTTOM CHORD IS |
| CONNECTED WITH THE META16 SIMPSON CONNECTOR IF THIS |
| CONNECTOR HAS A 12" METAL STRAP. ALSO, HOW IS THE 2"X4" |
| BOTTOM CORD ATTACHED TO THE 2"X6" RAFTER WITH A H2.5A |
| SIMPSON CONNECTOR. HOW IS THE 2"X4" COLLAR BEAM |
| ATTACHED TO THE 2"X6". HOW ARE THE OUTRIGGERS CONNECTED |
| TO THE 2"X6" RAFTERS. HOW ARE THE 2"X6" RAFTERS |
| CONNECTED TO THE 2"X6" RIDGE BOARD IF THE SPECIFIED |
| HANGER IS HAS A HEIGHT GREATER THAN THE RIDGE BOARD. |
| ETC. HOW IS THE GABLE END BRACED. ETC. SEC. 107.2.1.2 |
| CITY AMENDMENTS. |
| NOTE: ENGINEER NEEDS TO PROVIDE COMPLETE AND CLEAR ROOF |
| FRAMING PLAN. COORDINATE ALL FRAMING MEMBERS AND |
| CONNECTORS. |
| |
| ORIGINAL COMMENT: |
| 4- PROVIDE COMPLETE GABLE END CONSTRUCTION. IS MASONRY |
| OR WOOD FRAMED. PROVIDE COMPLETE DETAILS AND |
| SPECIFICATIONS. SEC. R601.2 FBC-RESIDENTIAL. SEC. |
| R301.2.1 FBC-RESIDENTIAL. |
| |
| RESPONSE TO 2ND REVISED SUBMITTAL: |
| REPEAT COMMENT. COMPLETE GABLE END DETAIL IS NOT |
| PROVIDED. THERE IS NOT DETAIL ON PAGE S3 AS SPECIFIED |
| BY THE ENGINEER ON THE RESPONSE LETTER. PROVIDE |
| COMPLETE DETAIL SHOWING COMPLETE CONTINUOUS ATTACHMENT |
| OF GABLE END FRAMING TO THE MASONRY WALL. ALSO, THERE |
| IS NOT INFORMATION SHOWING HOW THE GABLE END IS BRACED |
| TO RESIST THE LATERAL WIND LOADS. SEC. R301.2.1 |
| FBC-RESIDENTIAL. |
| |
| 5-OK. |
| 6-OK. |
| |
| 7- TITLE SHEET: REVISE WIND LOAD SCHEDULE: |
| A)OK. |
| |
| ORIGINAL COMMENT: |
| B)REVISE ROOF AREAS TO MATCH CURRENT ASCE 7-16 AND |
| FIGURE R301.2(7) FBC-RESIDENTIAL REVISED ROOF AREAS. |
| |
| RESPONSE TO 2ND REVISED SUBMITTAL: |
| REPEAT COMMENT. SEE FIGURE R301.2(7) FBC-RESIDENTIAL |
| AND REVISE ROOF DIAGRAM AND ROOF AREAS. |
| |
| C)OK. |
| |
| ORIGINAL COMMENT: |
| D)THE "AREA OF COMPONENTS" NEEDS TO BE REVISED. |
| COMPONENTS AND CLADDING LOADS ARE BASED ON THE |
| EFFECTIVE WIND AREA. SEE FOOTNOTE "A" OF TABLE |
| R301.2(2) FBC-RESIDENTIAL AND REVISE AS REQUIRED. |
| |
| RESPONSE TO 2ND REVISED SUBMITTAL: |
| REPEAT COMMENT. SEE TABLE R301.2(2)FBC-RESIDENTIAL AND |
| TABLE R301.2(2)FBC-RESIDENTIAL FOR EXPOSURE ADJUSTMENT |
| AND REVISE AS REQUIRED. |
| NOTE: CHECK ROOF TYPE AND PITCH. |
| |
| ORIGINAL COMMENT: |
| 8- PROVIDE PARTIAL FLOOR PLAN OF EXISTING HOUSE |
| IDENTIFYING ROOM WHERE PROPOSED ADDITION IS GOING TO BE |
| BUILT. NEED TO VERIFY EGRESS COMPLIANCE IF THE ROOM IS |
| A BEDROOM. SEC. R310.2.1 FBC-RESIDENTIAL. ENGINEER OF |
| RECORD NEEDS TO SPECIFY HOW COMPLYING WITH THE EGRESS |
| REQUIREMENTS. |
| |
| RESPONSE TO 2ND REVISED SUBMITTAL: |
| HOUSE BATHROOM ROOF FRAME DETAIL 1/S2 SPECIFIES "NEW |
| OPENING FOR NEW WINDOW 36"X36" TO BE INSTALL". THIS |
| ROOM IS A BEDROOM. THIS OPENING SIZE DOESN'T SEEM TO |
| PROVIDE THE SIZE REQUIRED FOR AN EMERGENCY WINDOW SIZE |
| TO COMPLY WITH THE EGRESS REQUIREMENTS. REVISE AS |
| REQUIRED. NOTE: COORDINATE WITH DETAIL 5/S1. |
| |
| 9- OK. |
| 10- OK. |
| 11- OK. |
| |
| |
| ORIGINAL COMMENT: |
| 12- ROOF NEEDS CROSS VENTILATION AS REQUIRED BY SEC. |
| R806.1 FBC-RESIDENTIAL. ENGINEER TO SPECIFY VENT SIZE |
| AND SPACING. |
| |
| RESPONSE TO 2ND REVISED SUBMITTAL: |
| DETAIL 4/S2 SHOWS CONTINUOUS RIDGE VENTILATION. THIS |
| DETAIL CAN NOT BE APPLIED TO THIS PROJECT. ROOF FRAMING |
| PLAN SHOWS A RIDGE BOARD. REVISE AS REQUIRED. |
| ALSO, DETAIL 3/S2 SPECIFIES "4X16 SCREENED VENT 8'O.C. |
| ON SELF FURRING METHAL LATH & 1"STUCCO". ENGINEER TO |
| CLARIFY HOW INSTALLING VENTS AT 8' O.C. IF THE WALL IS |
| ONLY 8' LONG AND HOW PROVIDING THE REQUIRED CROSS |
| VENTILATION TO COMPLY. |
| |
| ORIGINAL COMMENT: |
| 13-WIND RESISTANCE OF EXTERIOR SOFFITS: ENGINEER OF |
| RECORD TO PROVIDE COMPLETE DETAILS AND SPECIFICATIONS |
| FOR THE SOFFIT CONSTRUCTION SHOWING COMPLIANCE WITH |
| SEC. R704 FBC-RESIDENTIAL. |
| |
| RESPONSE TO 2ND REVISED SUBMITTAL: |
| DETAIL 3/S2 AND DETAIL 2/S3 SPECIFY "SELF FURRING |
| METHAL LATH & 1"STUCCO" FOR SOFFIT CONSTRUCTION. |
| ENGINEER TO PROVIDE SPECIFICATIONS FOR TYPE OF METAL |
| PLASTER BASE FOR CEILINGS SHOWING COMPLIANCE WITH TABLE |
| 3 OF ASTM C1063 OR ENGINEER TO PROVIDE CALCULATIONS |
| SHOWING HOW THE SPECIFIED SOFFIT CONSTRUCTION WILL |
| PROVIDE WIND RESISTANCE AS REQUIRED BY SEC. R301.2.1 |
| FBC-RESIDENTIAL. |
| |
| ORIGINAL COMMENT: |
| 14- ENGINEER OF RECORD TO REVIEW AND APPROVE IN WRITING |
| (NOT SIGNING AND SEALING) ALL PRODUCT APPROVALS AS |
| REQUIRED BY SEC. 107.3.4.1 CITY AMENDMENTS. |
| |
| RESPONSE TO 2ND REVISED SUBMITTAL: |
| REPEAT COMMENT. DRAWINGS WITH ORIGINAL SEAL/SIGNATURE |
| AND PRODUCT APPROVALS ARE TWO DIFFERENT THINGS. |
| ENGINEER TO REVIEW/APPROVED ALL PRODUCT APPROVALS. |
| |
| ORIGINAL COMMENT: |
| 15- OK. (ALUMINUM SOFFIT WAS DELETED) |
| |
| ORIGINAL COMMENT: |
| 16- REVISED PLANS DON'T SPECIFY ROOF SHEATHING. PROVIDE |
| ROOF SHEATHING NAILING SPECIFICATIONS TO COMPLY WITH |
| NEW 2020 FBC-RESIDENTIAL SPECIFICATIONS. NEED NAIL |
| TYPE, SIZE AND SPACING. NEED TO USE RING SHANK NAILS |
| AND ROOF SHEATHING NEEDS TO BE NAILED AT 4 INCHES O.C. |
| IN THE FIELD AND EDGES AS REQUIRED BY SEC. R803.2.3.1 |
| AND TABLE R803.2.3.1 FBC-RESIDENTIAL. |
| |
| RESPONSE TO 2ND REVISED SUBMITTAL: |
| REVISE DETAIL 3/S2, DETAIL 2/S3 AND DETAIL 7/S2. NEED |
| TO SPECIFY NEEDS TO BE NAILED AT 4 INCHES O.C. IN THE |
| FIELD AND EDGES AS REQUIRED BY SEC. R803.2.3.1 AND |
| TABLE R803.2.3.1 FBC-RESIDENTIAL. |
| ALSO, NEED TO SPECIFY 5/8" ROOF SHEATHING AS REQUIRED |
| BY TABLE R803.1 FBC-RESIDENTIAL. |
| |
| ORIGINAL COMMENT: |
| 17- REVISED PLANS DON'T SPECIFY ROOFING UNDERLAYMENT. |
| PROVIDE SPECIFICATIONS SHOWING HOW COMPLYING WITH THE |
| NEW 2020 CODE REQUIREMENT FOR ROOFING UNDERLAYMENT. |
| SEC. R905.1.1.1 FBC-RESIDENTIAL. |
| NOTE: CLEARLY SPECIFY WHICH METHOD OF SEC. R905.1.1.1 |
| FBC-RESIDENTIAL IS GOING TO BE USED. AND PROVIDE |
| PRODUCT APPROVAL AS REQUIRED BY F.A.C. 61G20-3.001 |
| |
| RESPONSE TO 2ND REVISED SUBMITTAL: |
| DETAIL 7/S2 SPECIFIES "UNDERLAYMENT GRACE ICE & WATER |
| SHIELD" AND ALSO SPECIFIES "ASPHALT SHINGLES (2) LAYER |
| OF 30# FELT IN TAGGED". CLEARLY SPECIFY WHICH |
| UNDERLAYMENT IS GOING TO BE INSTALLED. |
| |
| 18- HOUSE BATHROOM NORTH SIDE VIEW DETAIL 5/S2. |
| ENGINEER TO CLARIFY WHAT ARE THE 4 LITTLE SQUARES SHOWN |
| ON THE ELEVATION. ARE THESE GLASS BLOCKS?. IF SO |
| PROVIDE INFORMATION ON THE FLOOR PLAN AND PROVIDE |
| CORRESPONDING PRODUCT APPROVAL. SEC. 107.2.1 CITY |
| AMENDMENTS. FAC 61G20.3.001 |
| |
| WHEN RESUBMITTING, A TRANSMITTAL LETTER LISTING THE |
| ORIGINAL REVIEW COMMENT WITH A DESCRIPTION OF THE |
| REVISION MADE WILL HELP TO EXPEDITE THE REVIEW PROCESS. |
| 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] |