| Date |
Text |
| 2016-04-28 15:37:28 | RESIDENTIAL (R3) ADDITION/ALTERATION BUILDING REVIEW |
| | COMMENTS. |
| | CODE: FBC 5TH EDITION (2014). |
| | |
| | 1- AFTER PLANS ARE REVISED, BRING THEM TO PALM BEACH |
| | COUNTY (2300 N. JOG RD.) FOR IMPACT FEES ASSESSMENT. |
| | BRING BACK COUNTY STAMPED PLANS AND COPY OF PAID |
| | RECEIPT IF FEES ARE DUE. COUNTY IMPACT FEE ORDINANCE OF |
| | THE UNIFIED LAND DEVELOPMENT CODE. |
| | |
| | 2- SHEET S2: |
| | A) ACCORDING TO SEC. R301.2.1.4.3 OF FBC-RESIDENTIAL, |
| | 5TH EDITION (2014), THIS BUILDING IS LOCATED IN |
| | EXPOSURE "C" NOT "B". REVISE THE DESIGN LOADING PER FBC |
| | 2014 INFORMATION AND THE DESIGN CRITERIA. ALSO REVISE |
| | THE COMPONENTS AND CLADDING WIND PRESSURES ACCORDINGLY. |
| | |
| | B) DESIGN CRITERIA: |
| | (1) ROOF MATERIAL IS CONCRETE TILES NOT SHINGLES. |
| | REVISE AS REQUIRED. SEE PRODUCT APPROVAL SUBMITTED. |
| | SEC. R301.1 FBC-RESIDENTIAL. |
| | |
| | (2) CLARIFY WHY THE FLOOR DEAD LOAD IS 10PSF SHINGLES?. |
| | SEC. R301.A FBC-RESIDENTIAL. |
| | |
| | (3) REVISE ROOF PITCH TO MATCH ELEVATIONS ON SHEET A2. |
| | SEC. R301.1 FBC-RESIDENTIAL. |
| | |
| | C) REVISE THE WIND ZONE WIDTH "A" OF THE DESIGN LOADING |
| | PER FBC 2014. ACCORDING TO NOTE OF FIGURE R301.2(7) |
| | FBC-RESIDENTIAL THE WIDTH OF "A" IS 4 FEET IN ALL |
| | CASES. REVISE AS REQUIRED. |
| | |
| | D) PROVIDE COMPLETE AND CLEAR DETAIL SHOWING |
| | CONSTRUCTION OF NEW CONCRETE PAD FOR THE NEW STEEL |
| | COLUMN. DETAIL #5 DOESN'T MATCH INFORMATION SHOWN ON |
| | THE EXISTING FOOTING LOCATION FLOOR PLAN ON SHEET S1. |
| | IT IS NOT CLEAR HOW THE NEW CONCRETE PAD IS GOING TO BE |
| | CONSTRUCTED WHERE THERE IS AND EXISTING FOOTING. THERE |
| | ARE NO SPECS HOW TO DEAL WITH THE EXISTING CONCRETE |
| | BLOCK WALL FOOTING. SEC. R301.1 FBC-RESIDENTIAL. |
| | |
| | E) PARTIAL EXTERIOR WALL SECTION IS SHOWN INCORRECTLY. |
| | THE FLOOR TRUSSES ARE REPRESENTED AS STEEL BAR JOISTS |
| | NOT FLOOR TRUSSES. THIS IS MISLEADING THE TYPE OF |
| | CONSTRUCTION. REVISE AS REQUIRED TO REPRESENT WOOD |
| | FLOOR TRUSSES.. SEC. 107.2.1 CITY AMENDMENTS. |
| | |
| | F) WHERE IS DETAIL #4 TAKEN AT?. PROVIDE COMPLETE |
| | SPECIFICATIONS FOR THE PLATE SUPPORTING THE W14 X 43 |
| | STEEL BEAM. PROVIDE COMPLETE INFORMATION SHOWING HOW IS |
| | THE CONCRETE BLOCK BLOCK SUPPORTED BY THIS BEAM. SEC. |
| | R301.1 FBC-RESIDENTIAL. |
| | |
| | G) WHERE IS DETAIL #3 TAKEN AT?. CLARIFY WHY SPECIFYING |
| | SIMPSON CCCQ-SDS 2.5 FOR ONLY ONE BEAM TO POST |
| | CONNECTION. SEE PICTURE OF SPECIFIED CONNECTOR. ALSO, |
| | CLARIFY WHY ANCHORING WOOD POST BASE WITH TWIST STRAP. |
| | PROVIDE ENGINEERING ANALYSIS SHOWING HOW THE LATERAL |
| | LOADS ARE RESISTED. SEC. R301.1 FBC-RESIDENTIAL. |
| | NOTE: COORDINATE WITH CONNECTOR SCHEDULE ON SHEET S1. |
| | |
| | H) PROVIDE COMPLETE SPECIFICATIONS FOR NEW CONCRETE |
| | BEAM SPECIFIED ON DETAILS #2, AND #7. SEC. R301.1 |
| | FBC-RESIDENTIAL. |
| | |
| | 3- SHEET S1: |
| | A) PROVIDE COMPLETE BEAM AND LINTEL SCHEDULE THAT |
| | REFLECTS BEAMS/LINTELS SHOWN ON THE SECOND AND ROOF |
| | FRAMING PLANS. SEC. R301.1 FBC-RESIDENTIAL. |
| | |
| | B) CLEARLY SPECIFY THE CONNECTORS AT THE ENDS OF ALL |
| | BEAMS. SEC. R301.1 FBC-RESIDENTIAL. |
| | |
| | C) REVISE CONNECTORS SPECIFIED FOR THE ROOF TRUSSES |
| | ABOVE THE NEW BALCONY. CONNECTOR SPECIFIED IS FOR |
| | MASONRY CONSTRUCTION NOT FOR WOOD BEAMS. REVISE AS |
| | REQUIRED. SEC. R301.1 FBC-RESIDENTIAL. |
| | |
| | D) CLEARLY SPECIFY TOP AND BOTTOM CONNECTORS FOR THE |
| | NEW BALCONY WOOD POSTS. COORDINATE WITH DETAIL #3 ON |
| | SHEET S2. SEC. R301.1 FBC-RESIDENTIAL. |
| | |
| | E) CLARIFY CONNECTOR U3 SPECIFIED ON THE CONNECTOR |
| | SCHEDULE. WHY USING THIS TYPE OF HANGER FOR A PRECAST |
| | LINTEL. SEE NOTE U3 BELOW THE CONNECTOR SCHEDULE AND |
| | LEGEND FOR RB1 ON SAME SHEET. SEC. R301.1 |
| | FBC-RESIDENTIAL. |
| | |
| | F) ROOF PLAN NOTES: CLARIFY WHY THE LIVE LOAD TOP CHORD |
| | ON NOTE #11 OF ROOF PLAN NOTES IS "20PSF REDUCIBLE". |
| | ALSO, COORDINATE ALL LOADS WITH THE DESIGN CRITERIA ON |
| | SHEET S2. COORDINATE WITH ITEM # 2(C) ABOVE. SEC. |
| | R301.1 FBC-RESIDENTIAL. |
| | |
| | 4- SHEET D-1: UPDATE GENERAL NOTE #1 THE CURRENT CODE |
| | IS 2014 NOT 2010. CHAPTER 553 F.S. |
| | |
| | 5- SHEET A-1: UPDATE GENERAL NOTE #8 THE CURRENT CODE |
| | IS 2014 NOT 2001. CHAPTER 553 F.S. |
| | |
| | 6- SHEET A-3: |
| | A) UPDATE GENERAL NOTE #8 THE CURRENT CODE IS 2014 NOT |
| | 2001. CHAPTER 553 F.S. |
| | |
| | B) THE ROOF SLOPE SHOWN ON THE ROOF FRAMING PLAN |
| | DOESN'T MATCH ROOF SLOPE SHOWN ON THE EXTERIOR |
| | ELEVATIONS. REVISE AS REQUIRED TO MATCH. SEC. R301.1 |
| | FBC-RESIDENTIAL. |
| | |
| | 7- SPECIFY CARBON MONOXIDE ALARMS WITHIN 10 FEET OF ALL |
| | BEDROOMS (INCLUDING 1ST FLOOR) AS REQUIRED BY SEC. R315 |
| | FBC-RESIDENTIAL. |
| | |
| | 8- PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR THE |
| | CEILING CONSTRUCTION ABOVE GARAGE TO SHOW COMPLIANCE |
| | WITH TABLE R302.6 FBC-RESIDENTIAL. |
| | |
| | 9- VALUATION DECLARED IN-THE PERMIT APPLICATION IS LOW. |
| | VALUATION TO INCLUDE ALL LABOR, MATERIALS, CONTRACTOR'S |
| | OVERHEAD AND PROFIT AND ALL DESIGN PROFESSIONAL FEES AS |
| | REQUIRED BY SEC. 109.3 CITY AMENDMENTS. VALUATION WAS |
| | UPDATED TO $37,448. THE PERMIT FEE BALANCE IS $843.33. |
| | |
| | 10- PLANS TO BE COORDINATED WITH THE ENERGY |
| | CALCULATIONS. SPECIFY THE CEILINGS, FLOORS AND WALLS |
| | R-VALUE SPECIFIED ON THE ENERGY CALCULATIONS. SEC. |
| | R103.2 FBC-ENERGY CONSERVATION, 5TH EDITION (2014). |
| | |
| | 11- PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR NEW |
| | BALCONY GUARDRAILS SHOWING COMPLIANCE WITH THE LIVE |
| | LOADS OF TABLE R301.5 FBC-RESIDENTIAL. |
| | |
| | 12- ENERGY CALCULATIONS SUBMITTED: |
| | A) OWNER/AGENT TO CERTIFY AT BOTTOM OF FORM AS REQUIRED |
| | BY SEC. R103.1.1.2 FBC-ENERGY CONSERVATION, 5TH EDITION |
| | (2014). |
| | |
| | B) PROVIDE COMPLETE INFORMATION ON TOP OF FORM |
| | INCLUDING BUILDER NAME, PERMIT OFFICE AND JURISDICTION |
| | NUMBER. SEC. R101.5.1.1.2 FBC-ENERGY CONSERVATION, 5TH |
| | EDITION (2014). NOTE: THE JURISDICTION IS NOT PALM |
| | BEACH COUNTY. |
| | |
| | 13- PROVIDE PRODUCT APPROVAL (2 COPIES)AS REQUIRED BY |
| | FAC 61G20-3.002(33) FOR: |
| | A) ROOF TILES. ONLY FLORIDA PRODUCT APPROVAL FL3505-R7 |
| | COVER PAGE WAS SUBMITTED. NEED TO PROVIDE COMPLETE |
| | PRODUCT APPROVAL INFORMATION INCLUDING THE TECHNICAL |
| | DRAWINGS SHOWING THE TILE THAT WAS APPROVED. |
| | |
| | B) SINGLE HUNG WINDOWS AS SHOWN ON PLANS. |
| | |
| | C) INSWING FRENCH DOORS AS SHOWN ON PLANS. |
| | |
| | D) WINDOW MULLIONS AS SHOWN ON PLANS. AND, CLEARLY MARK |
| | MULLION SIZE TO BE USED TO VERIFY COMPLIANCE WITH |
| | CALCULATED DESIGN PRESSURES. |
| | |
| | E) ALL SIMPSON STRUCTURAL CONNECTORS SPECIFIED ON ALL |
| | FRAMING PLANS AND DETAILS. PROVIDE ONLY THE FLORIDA |
| | PRODUCT APPROVAL COVER PAGE AND PAGE SHOWING THE |
| | SPECIFIED CONNECTOR. OR DESIGNER OF RECORD TO LIST THE |
| | CURRENT FLORIDA PRODUCT APPROVAL NUMBER NEXT TO EACH |
| | SPECIFIED CONNECTOR. |
| | |
| | F) ALL PRECAST LINTELS AS SPECIFIED ON PLANS. |
| | |
| | 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. |
| | |
| | ***PLEASE PROVIDE RESPONSE LETTER ADDRESSING EACH |
| | COMMENT TO EXPEDITE THE REVIEW PROCESS. |
| | ***PLEASE INSERT ANY REVISED DRAWING AND REMOVE OLD |
| | DRAWING. DON'T STAPLE OLD DRAWINGS. SUBMIT OLD DRAWINGS |
| | FOR REFERENCE. |
| | |
| | IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT |
| | JULIO GOMEZ |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | (561)805-6712 |
| | [email protected] |
