| Date |
Text |
| 2019-05-17 14:32:56 | NEW SINGLE FAMILY RESIDENCE (R3) BUILDING REVIEW |
| | COMMENTS |
| | CODE: FBC 6TH EDITION (2017) AND CITY AMENDMENTS. |
| | |
| | 1- PROVIDE DRAINAGE PLAN SHOWING COMPLIANCE WITH THE |
| | FOLLOWING: |
| | SEC. R401.3 FBC-RESIDENTIAL. |
| | SEC. 107.2.5 CITY AMENDMENTS. |
| | SEC. 110.9 CITY AMENDMENTS. |
| | |
| | 2-PROVIDE ENERGY CALCULATIONS (2 COPIES) AS REQUIRED BY |
| | SEC. 1106 FBC-EXISTING BUILDING. AND SEC. R101.4.2 AND |
| | R101.5 FBC-ENERGY CONSERVATION. |
| | |
| | 3- PROVIDE SURVEY (2 COPIES) SHOWING ALL THE |
| | INFORMATION REQUIRED BY SEC. 107.2.5 CITY AMENDMENTS. |
| | |
| | 4- WINDOWS ON BEDROOMS #1 AND #2 DON'T COMPLY WITH THE |
| | EGRESS REQUIREMENTS OF SEC. R310.2.1 FBC-RESIDENTIAL. |
| | REVISE AS REQUIRED. |
| | NOTE: ARCHITECT TO SPECIFY TYPE OF WINDOW ON THE WINDOW |
| | SCHEDULE. . COORDINATE WITH PRODUCT APPROVAL. BASED ON |
| | SINGLE HUNG WINDOW PRODUCT APPROVAL SUBMITTED, WINDOW |
| | TYPE "A" DOESN'T COMPLY WITH EGRESS. REVISE AS |
| | REQUIRED. |
| | ALSO, SIZE OF WINDOWS SHOWN ON THE WINDOW SCHEDULE ARE |
| | INCORRECT. FOR EXAMPLE, ACCORDING TO EXTERIOR |
| | ELEVATIONS, WINDOW "F" ARE TWO WINDOWS MULLED TOGETHER |
| | NOT JUST ONE WINDOW SIZE 72"X60". REVISE AS REQUIRED. |
| | PLEASE COORDINATE WINDOW SCHEDULE WITH ALL WINDOWS |
| | SHOWN ON PLANS AND ELEVATIONS TO AVOID |
| | CONFLICTS/DELAYS. |
| | |
| | 5- PROVIDE COMPLETE FRAMING DETAILS AND SPECIFICATIONS |
| | FOR NEW ENTRY DOOR AND SIDE WINDOW AS SHOWN ON PLANS. |
| | SPECIFY ALL FRAMING MEMBERS AND CONNECTORS. SEC. |
| | R101301.1 FBC-RESIDENTIAL. |
| | |
| | 6- THERE IS A NEW ROOF FOR THE ENTIRE HOUSE: |
| | A)ARCHITECT TO SPECIFY ALL THE DEAD AND LIVE LOADS, |
| | INCLUDING THE ATTIC LIVE LOAD AS REQUIRED BY TABLE |
| | R301.5 FBC-RESIDENTIAL (NOTE: TAKE INTO CONSIDERATION |
| | FOOTNOTES "B" AND "G" OF TABLE R301.5 TO AVOID |
| | CONFLICTS/DELAYS). |
| | |
| | B) ARCHITECT TO SPECIFY ATTIC ACCESS SIZE AND LOCATION. |
| | SEC. R307.1 FBC-RESIDENTIAL. |
| | |
| | 7- REVISE THE ROOF EDGE ZONE DISTANCE SPECIFIED ON THE |
| | DESIGN WIND PRESSURES ON SHEET CVR. |
| | THE MINIMUM DISTANCE FOR EDGE AND CORNER AREAS IS 4 |
| | FEET NOT 3 FEET AS REQUIRED BY NOTE "A" ON FIGURE |
| | R301.2(7) FBC-RESIDENTIAL. REVISE AS REQUIRED. |
| | |
| | 8- CLARIFY/REVISE FLOOD ZONE INFORMATION SHOWN ON SHEET |
| | SP-1. |
| | PER SEC. 18-284 CITY ORDINANCE NO. 4729-17 NEW FLOOD |
| | INSURANCE RATE MAPS WERE ADOPTED ON OCTOBER 5, 2017. |
| | THERE ARE NO MORE FLOOD ZONES "B". ALSO, NOTES SHOWN |
| | UNDER THE FLOOD ZONE INFORMATION DON'T CORRESPOND TO |
| | THE CITY OF WEST PALM BEACH. REVISE AS REQUIRED. |
| | NOTE: THIS PROPERTY IS NOT LOCATED IN A FLOOD HAZARD |
| | AREA. |
| | |
| | 9- SHEET SP-2: AREAS SHOWN ON THE AREA CALCULATIONS AND |
| | PROPOSED SITE PLAN DON'T MATCH. REVISE AS REQUIRED TO |
| | MATCH. SEC. 107.2.1 CITY AMENDMENTS. |
| | |
| | 10- REVISE THE FOOTING MINIMUM DEPTH SHOWN ON THE WALL |
| | SECTION ON SHEET A-1. NEED 12" MIN. DEPTH. SEC. |
| | R403.1.4 FBC-RESIDENTIAL. ALSO, VERTICAL REINFORCEMENT |
| | NOTE ON SAME WALL IS REFERENCING THE SFBC. THIS CODE NO |
| | LONGER EXISTS. REVISE AS REQUIRED. |
| | |
| | 11- WOOD INFILL DETAIL 4/A-3: CLARIFY CONNECTOR |
| | SPECIFIED TO FASTEN THE WOOD STUDS. WHAT IS "SIMPSON |
| | UPC". SEC. R301.1 FBC-RESIDENTIAL. |
| | |
| | 12- SHEET A-4: |
| | A)FOOTING F3 SHOWN ON THE FOOTING SCHEDULE DOESN'T |
| | MATCH FOOTING SHOWN ON THE FOUNDATION PLAN. REVISE AS |
| | REQUIRED TO MATCH. SEC. R301.1 FBC-RESIDENTIAL. |
| | |
| | B) SPECIFICATIONS SHOWN ON THE FOUNDATION PLAN AND |
| | DETAILS PROVIDED ARE NOT CLEAR. THEY NEED TO BE |
| | COORDINATED. DETAIL 2/A-4 IS FOR FOOTINGS OR FOR TIE |
| | BEAMS?. IF THIS DETAIL IS FOR FOOTING, THEN CLARIFY HOW |
| | IS THE PROPOSED 3" CONCRETE SLAB GOING TO HAVE 2 #5 |
| | TIES THE WAY IS SHOWN ON THIS DETAIL. NOTE: CONSIDER |
| | THE REQUIRED REINFORCEMENT CLEARANCE. THE SEC. 107.2.1 |
| | CITY AMENDMENTS. |
| | |
| | C)CLARIFY GENERAL CONSTRUCTION NOTE SHOWN AT THE BOTTOM |
| | OF SHEET. THERE IS NOT POOL IN THIS PROJECT. SEC. |
| | 107.2.1 CITY AMENDMENTS. |
| | |
| | D) CLARIFY THICKNESS OF VAPOR BARRIER. FOUNDATION PLAN |
| | NOTES AND TYPICAL CONCRETE COL. TO FOOTING DETAIL ON |
| | SAME SHEET DON'T MATCH. SEC. 107.2.1 CITY AMENDMENTS. |
| | |
| | 13-SHEET A-5: |
| | A)ROOF FRAMING PLAN SHOWS A NEW 4"X12" STEEL I BEAM BY |
| | THE NEW KITCHEN AREA. THERE ARE NO DETAILS AND |
| | SPECIFICATIONS ON THE FOUNDATION PLAN FOR COLUMNS AND |
| | FOOTING TO SUPPORT THIS BEAM. PROVIDE COMPLETE DETAILS |
| | AND SPECIFICATIONS. ALSO, SPECIFY CONNECTIONS AT THE |
| | ENDS OF THIS BEAM. ALSO, PROVIDE DETAILS AND |
| | SPECIFICATION FOR FASTENING OF ROOF TRUSSES TO THIS |
| | BEAM. SEC. R301.1 FBC-RESIDENTIAL. |
| | |
| | B) PROVIDE DETAILS AND SPECIFICATIONS FOR CONNECTIONS |
| | AT THE END OF ALL WOOD BEAMS SHOWN ON THE ROOF FRAMING |
| | PLAN. SEC. R301.1 FBC-RESIDENTIAL. |
| | |
| | C)SIZE OF PRECAST LINTEL SHOWN ON THE LINTEL SCHEDULE |
| | DON'T SEEM TO BE CORRECT. IT LOOKS LIKE SIZE OF |
| | OPENINGS ARE WIDER THAN SIZE OF LINTELS SPECIFIED. |
| | REVISE AS REQUIRED. AND, PROVIDE DETAIL AND |
| | SPECIFICATIONS SHOWN HOW ARE THE LINTELS SUPPORTED ON |
| | THE COLUMNS. SPECIFY HOW MUCH BEARING SUPPORT IS |
| | REQUIRED ON EACH END. SEC. R301.1 FBC-RESIDENTIAL. |
| | |
| | D) ROOF TRUSS CONNECTORS SPECIFIED ARE NOT CLEAR. |
| | CONNECTORS SPECIFIED ON THE TRUSS ANCHORAGE WOOD TO CMU |
| | SCHEDULE AND CONNECTORS SPECIFIED ON THE TRUSS ANCHOR |
| | SCHEDULE ON SAME SHEET DON'T MATCH. REVISE AS REQUIRED |
| | TO MATCH. ALSO, SIMPSON HETA 12 CONNECTORS DON'T |
| | PROVIDE AN UPLIFT VALUE OF 1810# AS SPECIFIED ON THE |
| | TRUSS ANCHORAGE WOOD TO CMU SCHEDULE. SEE SIMPSON |
| | CATALOG AND REVISE AS REQUIRED. SEC. R301.1 |
| | FBC-RESIDENTIAL. |
| | |
| | E) THERE ARE NOTES NEXT TO THE ROOF FRAMING PLAN THAT |
| | DON'T APPLY TO THIS HOUSE. SEE REVISE AS REQUIRED TO |
| | AVOID CONFLICTS/DELAYS. SEC. 107.2.1 CITY AMENDMENTS. |
| | |
| | F) THERE MANY DIFFERENT SPECIFICATIONS ON THE SAME |
| | SHEET FOR THE NAIL TYPE AN SPACING OF THE ROOF |
| | SHEATHING. REVISE AS REQUIRED TO MATCH. NOTE: SEC. |
| | R803.2.3.1 FBC-RESIDENTIAL REQUIRES 8D RING SHANK NAILS |
| | MIN. THERE IS A NOTE UNDER THE PLYWOOD SHEATHING |
| | NAILING SCHEDULE STATING THAT "RING SHANK NOT REQ'D |
| | WHEN MEAN ROOF HT<25'. THIS IS INCORRECT. REVISE AS |
| | REQUIRED ALSO. |
| | |
| | 14-PROVIDE PRODUCT APPROVAL (2 COPIES) AS REQUIRED BY |
| | FAC 61G20-3.001 FOR: |
| | A) WINDOW MULLIONS AS SHOWN ON PLANS. AND REQUIRED: |
| | CLEARLY SPECIFY MULLION SIZE TO BE USED TO VERIFY |
| | COMPLIANCE WITH THE CALCULATED DESIGN PRESSURES. |
| | |
| | B) PRECAST LINTELS AS SPECIFIED ON PLANS. |
| | |
| | 15- ARCHITECT 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. |
| | |
| | 16- VALUATION DECLARED IN THE PERMIT APPLICATION IS TOO |
| | LOW. VALUATION TO INCLUDE ALL LABOR, MATERIALS, |
| | CONTRACTOR'S OVERHEAD AND PROFIT AND DESIGN |
| | PROFESSIONAL FEES AS REQUIRED BY SEC. 109.3 CITY |
| | AMENDMENTS. VALUATION WAS UPDATED TO $129,486. THE |
| | PERMIT FEE BALANCE IS $2854.42. |
| | |
| | |
| | PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED |
| | MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. |
| | |
| | WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION & |
| | REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS |
| | NECESSARY. 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, INSERT CORRECTED PAGES INTO THE SUBMITTAL AND |
| | REMOVE/VOID THE PREVIOUSLY REVIEWED SHEETS. |
| | PLEASE DON'T STAPLE OLD DRAWINGS/DOCUMENTS . SUBMIT OLD |
| | DRAWINGS/DOCUMENTS FOR REFERENCE. |
| | |
| | IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT |
| | JULIO GOMEZ |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | BUILDING DIVISION |
| | (561)805-6712 |
| | [email protected] |
| | |
