| Date |
Text |
| 2022-07-27 18:18:07 | RESIDENTIAL(R3) ADDITION/ALTERATION BUILDING REVIEW |
| | COMMENTS |
| | CODE: FBC 7TH EDITION (2020) AND CITY AMENDMENTS. |
| | PERMIT #22050916 372 FOREST HILL BLVD |
| | |
| | NOTE: |
| | ADDITIONS SEC. 606 FBC-EXISTING BUILDING. SEC. 1101.1 |
| | FBC-EXISTING BUILDING. ALL NEW CONSTRUCTION ELEMENTS, |
| | COMPONENTS, SYSTEMS, AND SPACES SHALL COMPLY WITH THE |
| | REQUIREMENTS OF THE FLORIDA BUILDING CODE. |
| | |
| | NOTE: |
| | LEVEL 3 ALTERATION. SEC. 604 FBC-EXISTING BUILDING. |
| | SEC. 901.2 FBC-EXISTING BUILDING. SEC. 801.3 |
| | FBC-EXISTING BUILDING. ALL NEW CONSTRUCTION ELEMENTS, |
| | COMPONENTS, SYSTEMS, AND SPACES SHALL COMPLY WITH THE |
| | REQUIREMENTS OF THE FLORIDA BUILDING CODE. |
| | |
| | 1- FOUNDATION PLAN SHEET S-1.00: |
| | A)PROPOSED FOOTINGS DON'T MATCH FOOTING RECOMMENDATIONS |
| | SPECIFIED ON THE GEO-TECHNICAL REPORT SUBMITTED. |
| | ENGINEER OF RECORD TO REVIEW GEO-TECHNICAL REPORT AND |
| | ADJUST FOOTINGS ACCORDINGLY OR PROVIDE WRITTEN RESPONSE |
| | SHOWING WHY NOT FOLLOWING THE GEOTECHNICAL ENGINEER |
| | RECOMMENDATIONS. SEC. 107.2.1.2 CITY AMENDMENTS. |
| | |
| | B)SPECIFIED FOOTING SIZES DON'T COMPLY WITH THE MINIMUM |
| | FOOTING DEPTH REQUIRED BY SEC. R403.1.4 |
| | FBC-RESIDENTIAL. REVISE FOOTING SIZE AS REQUIRED. |
| | COORDINATE WITH TYPICAL WALL SECTION. |
| | NOTE: SHOW THE CLEARANCE FOR TERMITE INSPECTION ON THE |
| | WALL SECTION AS REQUIRED BY SEC. R318.7 INSPECTION FOR |
| | TERMITES. |
| | |
| | 2- DETAIL 3 ON SHEET S-2.01. BOTTOM CHORD OF ROOF |
| | RAFTERS IS REMOVED AND RELOCATED. TYPICALLY TOP AND |
| | BOTTOM CHORD ARE TIED TOGETHER TO ACT AS ONE STRUCTURAL |
| | MEMBER. CONNECTION IS ALTERED WITH THE REMOVAL OF THE |
| | BOTTOM CHORD. DETAIL IS MISSING INFORMATION OF HOW THE |
| | REMAINING CONNECTION BETWEEN THE TOP CHORD AND THE |
| | MASONRY WALL IS REINFORCED TO RESIST CURRENT LOADS. |
| | PROVIDE INFORMATION. SEC. 107.2.1.2 CITY AMENDMENTS. |
| | SEC. R301.1 FBC-RESIDENTIAL. |
| | |
| | 3- SHEET S-0.00. ENGINEER TO REVISE THE DESIGN WIND |
| | LOADS. THE WIND SPEED FOR CITY IS 170 MPH AS REQUIRED |
| | BY SEC. 120 CITY AMENDMENTS NOT 168 MPH. REVISE |
| | ULTIMATE AND NOMINAL WIND LOADS ACCORDINGLY. |
| | |
| | 4- SHEET S-0.01: |
| | A)ACCORDING TO TABLE R301.2(2)FBC-RESIDENTIAL, THE |
| | COMPONENTS AND CLADDING DESIGN PRESSURES FOR WALLS AND |
| | ROOF ARE TOO LOW. REVISE AS REQUIRED OR PROVIDE ACTUAL |
| | CALCULATIONS. |
| | NOTE: COORDINATE WITH COMMENT (B) BELOW. |
| | |
| | B)ENGINEER SPECIFIED "PRESSURES ARE DERIVED FROM ASCE |
| | 7-10". THE CURRENT ASCE REFERENCED IN THE 2020 FBC IS |
| | THE ASCE 7-16. REVISE AS REQUIRED AND COORDINATE WITH |
| | ITEM (A) ABOVE. |
| | |
| | C)REVISE ROOF DIAGRAM TO REFLECT THE REVISED ROOF ZONES |
| | ON CURRENT CODE FIGURE R301.2(7) FBC-RESIDENTIAL. |
| | |
| | D)REVISE ROOF AND WALL DIMENSION OF THE END SECTION. |
| | ACCORDING TO FOOTNOTE "A" ON FIGURE R301.2(7) |
| | FBC-RESIDENTIAL, THE MINIMUM DIMENSION IS 4'-0". |
| | |
| | 5- SHEET S-1.20: |
| | A)ENGINEER TO CLARIFY WHY USING WOOD TO WOOD CONNECTOR |
| | LSTA16 AT THE ENDS OF (3)2?X12? WOOD BEAM LOCATED |
| | BETWEEN THE EXISTING PITCHED ROOF AND THE PROPOSED FLAT |
| | ROOF. THIS CONNECTOR IS USUALLY USED FOR TENSION |
| | BETWEEN TWO WOOD MEMBERS. PROVIDE CALCULATIONS SHOWING |
| | IT WILL MEET ALL THE UPLIFT AND LATERAL LOADS. ALSO, |
| | PROVIDE DETAIL SHOWING PROPOSED INSTALLATION. SEC. |
| | 107.2.1.2 CITY AMENDMENTS. SEC. R301.1 FBC-RESIDENTIAL. |
| | |
| | B) ROOF FRAMING PLAN SHOWS A ?BUTT JOINT? WITH TENSION |
| | STRAP LAST16 CONNECTION ALONG THE SPAN OF THE (3)2?X12 |
| | WOOD BEAM MENTIONED ABOVE. ENGINEER TO PROVIDE COMPLETE |
| | DETAIL AND SPECIFICATIONS FOR PROPOSED ?BUTT JOINT? |
| | SHOWING HOW THIS JOINT WILL SUPPORT ALL THE LIVE AND |
| | DEAD LOADS. SEC. 107.2.1.2 CITY AMENDMENTS. SEC. R301.1 |
| | FBC-RESIDENTIAL. |
| | |
| | C)ENGINEER IS SPECIFYING VTCR CONNECTORS TO RECEIVE |
| | EXISTING ROOF JOISTS RESTING ON THE OF (3)2?X12? WOOD |
| | BEAM. THESE CONNECTORS ARE VALLEY TRUSS CLIPS. ENGINEER |
| | TO PROVIDE COMPLETE ENGINEERING ANALYSIS SHOWING HOW |
| | THESE CONNECTORS WILL WORK TO SUPPORT ALL THE LOADS AND |
| | PROVIDE COMPLETE INSTALLATION DETAILS. SEC. 107.2.1.2 |
| | CITY AMENDMENTS. SEC. R301.1 FBC-RESIDENTIAL. |
| | |
| | D)ENGINEER TO SPECIFY CONNECTORS AT BOTH ENDS OF SINGLE |
| | 2X12 JOISTS LOCATED BETWEEN (3)2?X12? WOOD BEAM AND |
| | INTERMEDIATE MASONRY WALL. |
| | ALSO, CLARIFY HOW DOUBLE 2X12 JOISTS AND THE SINGLE |
| | 2X12 JOISTS WILL BE ANCHORED TO THE MASONRY WALL. SEC. |
| | 107.2.1.2 CITY AMENDMENTS. SEC. R301.1 FBC-RESIDENTIAL. |
| | |
| | E)ENGINEER TO CLARIFY WHY SPECIFYING MASONRY TO WOOD |
| | CONNECTOR MTSM16 FOR ROOF JOISTS RESTING ON THE NEW |
| | (3)2X6 WOOD BEAM LOCATED AT THE NORTH WEST CORNER OF |
| | THE ROOF PLAN. THERE IS NOT MASONRY WALL BELOW THIS |
| | BEAM. SEC. 107.2.1.2 CITY AMENDMENTS. SEC. R301.1 |
| | FBC-RESIDENTIAL. |
| | |
| | F) CROSS SECTION DETAIL 3/S2.01 SHOWN ON THE RIGHT HAND |
| | SIDE OF THE ROOF FRAMING PLAN. THIS DETAIL SHOWS |
| | EXISTING BOTTOM CHORD TO BE REMOVED AND RELOCATED. |
| | ENGINEER TO PROVIDE DETAIL/SPECIFICATIONS SHOWING HOW |
| | THE CONNECTION AT THE ROOF JOIST AND TOP OF MASONRY |
| | WALL IS REINFORCED |
| | |
| | G) SPECIFY SPACING OF CONNECTOR ?H? SPECIFIED ON THE |
| | BEAM & JOIST ANCHOR SCHEDULE FOR END JOISTS PARALLEL TO |
| | THE WALL BELOW. |
| | |
| | 6- SHEET S-2.00: |
| | A)DETAIL 11 IS MISSING THE SPECIFICATIONS FOR THE TIE |
| | BEAM. PROVIDE COMPLETE SPECIFICATIONS. COORDINATE WITH |
| | TYPICAL MASONRY WALL CONSTRUCTION DETAIL #7 ON SAME |
| | SHEET. SEC. 107.2.1.2 CITY AMENDMENTS. SEC. R301.1 |
| | FBC-RESIDENTIAL. |
| | |
| | B)SPECIFY HOW THE CONCRETE CAP SPECIFIED ON DETAIL 11 |
| | IS ANCHORED TO THE TIE BEAM. SEC. 107.2.1.2 CITY |
| | AMENDMENTS. SEC. R301.1 FBC-RESIDENTIAL. |
| | |
| | 7- ENGINEER TO PROVIDE SPECIFICATIONS SHOWING HOW |
| | COMPLYING WITH THE NEW 2020 CODE REQUIREMENT FOR |
| | ROOFING UNDERLAYMENT. (PITCHED ROOF TO RECEIVE NEW |
| | METAL ROOFING) 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. |
| | COORDINATE WITH TYPE OF ROOFING MATERIAL SPECIFIED ON |
| | PLANS. |
| | |
| | 8 ENGINEER TO PROVIDE DOOR AND WINDOW STRUCTURAL BUCK |
| | DETAIL SHOWING COMPLIANCE WITH SEC. R609.7.2.1 |
| | FBC-RESIDENTIAL. SPECIFY STRUCTURAL BUCK SIZE AND |
| | FASTENING. |
| | NOTE: STRUCTURAL BUCK NEEDS TO PROVIDE FULL SUPPORT TO |
| | THE DOOR FRAME AS REQUIRED BY SEC. R609.7.2.1 |
| | FBC-RESIDENTIAL. |
| | |
| | 9- BUILDING THERMAL ENVELOPE. DESIGNER OF RECORD NEEDS |
| | TO DEPICT THE BUILDING THERMAL ENVELOPE. NEED TO |
| | SPECIFY INSULATION MATERIALS AND THEIR R-VALUES.(ROOF, |
| | WALLS, RAISED FLOOR ABOVE GARAGE, ETC.) AS REQUIRED BY |
| | SEC. R103.2 FBC-ENERGY CONSERVATION. |
| | NOTE: KEEP IN MIND THERE ARE FLAT ROOFS AND PITCHED |
| | ROOFS. AND, COORDINATE WITH ENERGY CALCULATIONS TO |
| | AVOID CONFLICTS/DELAYS. |
| | |
| | 10- ROOF WITH LESS THAN 6" EAVES REQUIRES GUTTERS WITH |
| | DOWNSPOUTS AS REQUIRED BY SEC. R318.5 FBC-RESIDENTIAL. |
| | SPECIFY GUTTERS ON PLANS. PROVIDE DETAILS AND |
| | SPECIFICATIONS, INCLUDING TERMINATION OF DOWNSPOUTS. |
| | |
| | 11- ROOF FRAMING PLAN. SPECIFY ROOF PITCH AS REQUIRED |
| | BY SEC. R905.11.1 SLOPE. |
| | MODIFIED BITUMEN MEMBRANE ROOFS SHALL HAVE A DESIGN |
| | SLOPE OF NOT LESS THAN ONE-FOURTH UNIT VERTICAL IN 12 |
| | UNITS HORIZONTAL (2-PERCENT SLOPE) FOR DRAINAGE |
| | |
| | 12- ENGINEER OF RECORD TO SPECIFY ROOF VENTILATION AS |
| | REQUIRED BY SEC. R806 FBC-RESIDENTIAL. SPECIFY VENT |
| | SIZE AND LOCATION. |
| | NOTE: THERE ARE FLAT AND PITCHED ROOFS. IF DESIGNING |
| | UNVENTED ATTICS, THEN SPECIFY HOW COMPLYING WITH SEC. |
| | R806.5 FBC-RESIDENTIAL |
| | |
| | 13-PRODUCT APPROVALS. PROVIDE PRODUCT APPROVAL AS |
| | REQUIRED BY FAC 61G20-3.001 FOR: |
| | (NOTE: THIS MAY BE SUBMITTED LATER AS A DEFERRED |
| | SUBMITTAL. PROVIDE COMPLETE INFORMATION FOR REVIEW |
| | PRIOR TO INSTALLATION TO AVOID CONFLICTS/DELAYS. ALL |
| | PRODUCT APPROVALS NEED TO BE APPROVED IN WRITING BY |
| | DESIGNER OF RECORD PRIOR TO SUBMITTAL): |
| | |
| | A)METAL ROOF AS SPECIFIED ON PLANS. |
| | |
| | B)ROOFING UNDERLAYMENT SPECIFIED ON PLANS. |
| | |
| | C)FLAT ROOF. AND, CLEARLY MARK WHICH APPROVED ASSEMBLY |
| | IS GOING TO BE INSTALLED TO VERIFY COMPLIANCE WITH THE |
| | DESIGN PRESSURES OF SEC. R301.1 FBC-RESIDENTIAL. |
| | NOTE: IF THE SELECTED ASSEMBLY DOESN'T MEET THE DESIGN |
| | PRESSURES FOR ALL ROOF ZONES, THEN SIGNED AND SEALED |
| | RAS 117 CALCULATIONS ARE REQUIRED. |
| | |
| | D)INSWING ENTRY DOOR AS SHOWN ON PLANS. |
| | |
| | E)HORIZONTAL SLIDING WINDOWS. |
| | |
| | F)FIXED WINDOWS. |
| | |
| | G) REAR SWING DOOR. |
| | |
| | H)SLIDING GLASS DOOR. |
| | |
| | 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. |
| | |
| | 15- BEDROOM #3 WINDOW W-11: PROVIDE MANUFACTURER'S |
| | SPECS'S SHOWING COMPLIANCE WITH THE EGRESS REQUIREMENTS |
| | OF SEC. R310.2.1 FBC-RESIDENTIAL. NEED TO VERIFY CLEAR |
| | WIDTH OPENING ON SPECIFIED SIZE WITH 4 PANELS. |
| | |
| | 16- NEED BATHROOM WITH MAXIMUM POSSIBLE PRIVACY AND A |
| | DOOR THAT PROVIDES 29" MIN. CLEAR OPENING AS REQUIRED |
| | BY SEC. R320.1.1 FBC-RESIDENTIAL. |
| | NOTE: PLANS DON'T SPECIFY SIZE OF BATHROOM DOORS. NEED |
| | THIS INFORMATION. |
| | |
| | 17- REVISE ENERGY CALCULATIONS SUBMITTED: |
| | A)PROVIDE COMPLETE INFORMATION ON TOP OF FORM, |
| | INCLUDING OWNER NAME(NOT N/A), BUILDER NAME, PERMIT |
| | OFFICE AND JURISDICTION NUMBER (THIS IS JURISDICTION |
| | 604700). SEC. R101.5.1.1.2 FBC- ENERGY CONSERVATION. |
| | |
| | B)CEILING INFORMATION NEED TO BE COORDINATED WITH ITEM |
| | #9 ABOVE. PLANS NEED TO SHOW THE THERMAL ENVELOPE AND |
| | SPECIFY IF DESIGNING VENTED OR UNVENTED ATTICS. NOTE: |
| | THERE ARE SOME FLAT ROOFS IN THIS PROJECT THAT NEED TO |
| | BE CONSIDERED ALSO. SEC. R101.5.1.1.2 FBC- ENERGY |
| | CONSERVATION. |
| | |
| | C)REVISE NUMBER OF OCCUPANTS SPECIFIED ON PAGE 2 UNDER |
| | SPACES. OCCUPANTS WERE COUNTED TWICE. OCCUPANTS CAN NOT |
| | BE IN THE BEDROOM AND IN THE LIVING AREA AT THE SAME |
| | TIME. REVISE AS REQUIRED. SEC. R101.5.1.1.2 FBC- ENERGY |
| | CONSERVATION. |
| | |
| | D) REVISE ATTIC INFORMATION ON PAGE 3. COORDINATE WITH |
| | ITEM (B) ABOVE. |
| | SEC. R101.5.1.1.2 FBC- ENERGY CONSERVATION. |
| | NOTE: TYPICALLY THE VENT RATIO (WHEN PROVIDED) IS AT |
| | LEAST 1/150. |
| | IF ENGINEER PREPARING THE ENERGY CALCULATIONS WANTS TO |
| | USE 1/300 VENT RATIO, THEN NEED TO PROVIDE COMPLETE |
| | DETAILS AND SPECIFICATIONS SHOWING COMPLIANCE WITH THIS |
| | RATIO. SEC. 107.2.1.2 CITY AMENDMENTS. |
| | |
| | E)WINDOWS OVERHANG DEPTH AND SEPARATION DON'T MATCH |
| | PLANS. REVISE AS REQUIRED. SEC. R101.5.1.1.2 FBC- |
| | ENERGY CONSERVATION. |
| | |
| | F)BUILDER TO COMPLETE THE ENERGY PERFORMANCE LEVEL |
| | (EPL) DISPLAY CARD. SEC. R405.4.3 FBC- ENERGY |
| | CONSERVATION. |
| | |
| | WHEN RESUBMITTING, A TRANSMITTAL LETTER LISTING THE |
| | ORIGINAL REVIEW COMMENT WITH A DESCRIPTION OF WHERE AND |
| | HOW THE COMMENT WAS ADDRESSED 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] |
| | |
| | |
