| 2016-05-25 17:03:07 | NEW SINGLE FAMILY RESIDENCE (R3) BUILDING REVIEW |
| | COMMENTS. |
| | CODE: FBC 5TH EDITION (2014) |
| | |
| | 1- BRING PLANS TO PALM BEACH COUNTY (2300 N. JOG RD.) |
| | FOR IMPACT FESS 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- A)THIS PROPERTY IS LOCATED IN THE FLOOD ZONE A5. THE |
| | INFORMATION SHOWN ON THE ELEVATION CERTIFICATE AND |
| | SURVEY SUBMITTED DON'T MATCH. ELEVATIONS SHOWN ON THE |
| | ELEVATION CERTIFICATE ARE BASED ON THE NGVD 1929, WHILE |
| | ELEVATIONS SHOWN ON THE SURVEY ARE BASED ON THE NAVD |
| | 1988. THE FLOOD INSURANCE RATE MAP (FIRM) DATED MARCH |
| | 1, 1979 IS BASED ON NGVD 1929. REVISE ALL THE |
| | INFORMATION ON THE SURVEY AS REQUIRED USING THE CORRECT |
| | ELEVATION DATUM. ALSO, COORDINATE INFORMATION WITH THE |
| | ELEVATION CERTIFICATE PROVIDED. |
| | CITY ORDINANCE ARTICLE XVII- FLOOD PREVENTION AND |
| | CONTROL SEC. 94-542. |
| | |
| | B) ELEVATION CERTIFICATE SUBMITTED SPECIFIES ATTACHED |
| | GARAGE. DRAWINGS SUBMITTED SHOW A DETACHED GARAGE. |
| | REVISE AS REQUIRED TO MATCH PLANS. PROVIDE AN ELEVATION |
| | CERTIFICATE FOR EACH BUILDING. CITY ORDINANCE ARTICLE |
| | XVII- FLOOD PREVENTION AND CONTROL SEC. 94-542. |
| | NOTE: COORDINATE ELEVATION CERTIFICATES WITH SAMANTHA |
| | HILL AT (561)805-6712 AND [email protected]. |
| | |
| | 3- SHEET S-1: |
| | A) PROVIDE COMPLETE SPECIFICATIONS FOR THE AUGER CAST |
| | PILES "P-1", INCLUDING THE REQUIRED LENGTH. SEC. R301.1 |
| | FBC-RESIDENTIAL, 5TH EDITION (2014). |
| | |
| | B) TRELLIS DETAIL IS MISSING THE CONNECTION OF 2-2"X8" |
| | WOOD BEAM TO WOOD POST.. SEC. R301.1 FBC-RESIDENTIAL, |
| | 5TH EDITION (2014). |
| | |
| | C) COORDINATE CONCRETE SLAB FINISH ELEVATIONS WITH |
| | PROPOSED FINISH ELEVATIONS SHOWN ON THE ELEVATION |
| | CERTIFICATE AND REVISED SURVEY. SEE ITEM # 2(A) ABOVE. |
| | ALSO, COORDINATE FINISH FLOOR ELEVATION WITH ALL THE |
| | STRUCTURAL AND ARCHITECTURAL PLANS TO AVOID CONFLICT OR |
| | DELAYS. |
| | NOTE: THE GARAGE SLAB IS PITCHED DOWN TO THE FRONT OF |
| | THE GARAGE. THEREFORE, THE LOWEST FINISH FLOOR |
| | ELEVATION NEED TO BE INDICATED BY THE GARAGE ENTRANCE. |
| | |
| | 4- SURVEY SHOWS PROPOSED RETENTION WALLS. PROVIDE |
| | COMPLETE DETAILS AND SPECIFICATIONS FOR THE |
| | CONSTRUCTION OF ALL RETENTION WALLS. SEC. R301.1 |
| | FBC-RESIDENTIAL. |
| | |
| | 5- SHEET S-5: |
| | A) CLARIFY WHY THE DESIGN PRESSURES FOR THE PRIMARY |
| | BUILDING AND THE ACCESSORY BUILDING ARE SO DIFFERENT. |
| | REVISE AS REQUIRED. PROVIDE THE CORRECT DESIGN |
| | PRESSURES FOR BOTH BUILDINGS ACCORDING TO THE EXPOSURE |
| | "D", BUILDING HEIGHT, ROOF ZONE AND WALL ZONE ( |
| | INTERIOR OR END). SEC. R301.1 FBC-RESIDENTIAL. |
| | |
| | B) UPDATE NOTES FOR THE PRIMARY BUILDING AND THE |
| | ACCESSORY BUILDING . NOTES REFERENCE SEC. 1609.1.5 OF |
| | THE 2010 FBC. SPECIFY CURRENT CODE AND SECTION. CHAPTER |
| | 553 FLORIDA STATUTE. |
| | |
| | 6- ENTRY DOOR SIZE MAY NOT COMPLY WITH THE EGRESS |
| | REQUIREMENTS OF SEC. R311.2 FBC-RESIDENTIAL. PROVIDE |
| | MANUFACTURER'S CUT SHEETS SHOWING THAT THE 34" WIDE |
| | DOOR WILL PROVIDE 32" CLEAR WIDTH OPENING. |
| | |
| | 7- BEDROOM #2 WINDOWS MAY NOT COMPLY WITH THE EGRESS |
| | REQUIREMENTS OF SEC. R310 FBC-RESIDENTIAL. PROVIDE |
| | MANUFACTURER'S CUT SHEETS SHOWING THAT THE 30"X64" |
| | SINGLE HUNG WINDOW WILL PROVIDE 5.7 S.F. CLEAR OPENING. |
| | |
| | 8- SHEET A-1.02: |
| | A) REVISE EMERGENCY OVERFLOW NOTE ON THE ROOF STORM |
| | DRAIN SCHEDULE. THE NOTE READS: "EMERGENCY OVERFLOW |
| | (EO) AT FROM 2" MAX. ABOVE ROOF LOWEST ELEV.". |
| | ACCORDING TO SEC. R903.4.1 FBC-RESIDENTIAL THE OVERFLOW |
| | NEED TO BE "NOT LESS THAN 2 INCHES NOR MORE THAN 4 |
| | INCHES ABOVE THE FINISHED ROOF COVERING AND SHALL BE |
| | LOCATED AS CLOSE AS PRACTICAL TO REQUIRED VERTICAL |
| | LEADERS OR DOWNSPOUTS OR WALL AND PARAPET SCUPPERS". |
| | REVISE AS REQUIRED. |
| | |
| | B) LOCATION OF THE EMERGENCY OVERFLOW SCUPPERS FOR DECK |
| | 1 AND DECK 2 DON'T COMPLY WITH SEC. R903.4.1 |
| | FBC-RESIDENTIAL. LOCATION TO BE AS CLOSE AS POSSIBLE TO |
| | THE MAIN SCUPPER. REVISE AS REQUIRED. |
| | |
| | 9- SPECIFY SIZE AND LOCATION OF ATTIC ACCESS AT MASTER |
| | BEDROOM AND BEDROOM #1 SHOWING COMPLIANCE WITH SEC. |
| | R807 FBC-RESIDENTIAL. |
| | |
| | 10- SHEET A-8.01: |
| | A) THE WINDERS OF THE FIRST FLOOR AND SECOND FLOOR |
| | STAIR PLANS NEED TO COMPLY WITH THE 6" MIN. TREAD DEPTH |
| | AS REQUIRED BY SEC. R311.7.5.2.1 FBC-RESIDENTIAL. |
| | |
| | B) REVISE THE WOOD STAIR DETAIL "A". SEE SEC. |
| | R311.7.5.2 TO SEE HOW THE TREAD IS MEASURED. AND, NEED |
| | TO ADD THE NOSING AS REQUIRED BY SEC. R311.7.5.2.1 |
| | FBC-RESIDENTIAL. ALSO, UPDATE THE FIRESTOPPING CODE |
| | SECTION R4409.7.2.3. THIS SECTION APPLIES TO HIGH |
| | VELOCITY HURRICANE ZONES ONLY. |
| | |
| | C) UPDATE THE STAIRS GENERAL NOTES. THE CURRENT CODE IS |
| | FBC-RESIDENTIAL, 5TH EDITION (2014) NOT FBC 2010. ALSO, |
| | REFER TO CORRECT SECTION REGARDING FIRESTOPPING . SEC. |
| | R4409.7.2.3 APPLIES TO HIGH VELOCITY HURRICANE ZONES |
| | ONLY. |
| | |
| | 11- SPECIFY DRAFTSTOPPING LOCATION AND MATERIALS ON THE |
| | SECOND FLOOR FLOOR/CEILING ASSEMBLY AS REQUIRED BY SEC. |
| | R302.12 FBC-RESIDENTIAL. |
| | |
| | 12- ENERGY CALCULATIONS: |
| | A) PROVIDE ENERGY CALCULATIONS FOR EACH SEPARATE |
| | BUILDING: MAIN HOUSE AND GARAGE/APARTMENT. SEC. R101.3 |
| | FBC-ENERGY CONSERVATION, 5TH EDITION (2014). |
| | |
| | B) PROVIDE COMPLETE AND CORRECT INFORMATION ON TOP OF |
| | FORM. ADDRESS IS INCORRECT.. PROVIDE OWNER'S NAME, |
| | BUILDER'S NAME, PERMIT OFFICE AND JURISDICTION NUMBER. |
| | SEC. R101.5.1.1.2 FBC-ENERGY CONSERVATION, 5TH EDITION |
| | (2014). |
| | |
| | C) CEILING INSULATION ON ITEM #10 TO MATCH R-VALUE |
| | SPECIFIED ON PLANS. SEC. R101.5.1.1.2 FBC-ENERGY |
| | CONSERVATION, 5TH EDITION (2014). |
| | |
| | D) CEILING IS NOT VENTED. SEE PLANS. REVIEW ITEM #10 AS |
| | REQUIRED. SEC. R101.5.1.1.2 FBC-ENERGY CONSERVATION, |
| | 5TH EDITION (2014). |
| | |
| | E) FLOOR INFORMATION FOR RAISED FLOOR AND FLOOR OVER |
| | OTHER SPACE (ABOVE GARAGE) DOESN'T MATCH PLANS. THERE |
| | IS CONCRETE SLAB ON SECOND FLOOR DECKS (NOT WOOD |
| | JOISTS) AND THERE IS A CONCRETE SLAB ABOVE THE GARAGE. |
| | REVISE AS REQUIRED TO MATCH PLANS. SEC. R101.5.1.1.2 |
| | FBC-ENERGY CONSERVATION, 5TH EDITION (2014). |
| | |
| | F) NEED INSULATION BETWEEN GARAGE AND APARTMENT ABOVE. |
| | SEC. R402.4.1.1 AND TABLE R402.4.1.1 FBC-ENERGY |
| | CONSERVATION, 5TH EDITION (2014). |
| | |
| | NOTE: LABEL FOR WINDOWS AND DOORS SHOWING THE U-FACTOR |
| | AND SHGC FACTOR SPECIFIED ON THE ENERGY CALCULATIONS |
| | WILL BE REQUIRED WHEN ENERGY CALCULATIONS ARE NOT USING |
| | THE SOFTWARE DEFAULT FACTOR FOR GLAZING. |
| | |
| | 13- ARCHITECTURAL PLANS TO PROVIDE DETAIL AND |
| | SPECIFICATIONS FOR THE INSULATION IN WALLS, CEILINGS, |
| | FLOOR BETWEEN GARAGE AND APARTMENT ABOVE. COORDINATE |
| | WITH THE ENERGY CALCULATIONS TO AVOID CONFLICTS. SEC. |
| | R103.2 FBC-ENERGY CONSERVATION, 5TH EDITION (2014). |
| | |
| | 14- PROVIDE PRODUCT APPROVAL (2 COPIES) AS REQUIRED BY |
| | FAC 61G20-3.002(33) FOR: |
| | A) ARCHED ENTRY DOOR AS SHOWN ON PLANS. |
| | |
| | B) DOUBLE HUNG WINDOW THAT MEETS THE DESIGN PRESSURES |
| | CALCULATED BY THE ENGINEER (+51/-68). FLORIDA PRODUCT |
| | APPROVAL FL14477-R2 SUBMITTED IS GOOD FOR +/-65PSF. |
| | |
| | C) OVERHEAD GARAGE DOORS THAT MEET THE CALCULATED |
| | DESIGN PRESSURES SHOWN ON PLANS. |
| | |
| | D) PITCHED ROOF UNDERLAYMENT. LIMITATION #2 OF THE |
| | FLORIDA PRODUCT APPROVAL FL17322-R1 SUBMITTED SPECIFIES |
| | THAT WIND UPLIFT RESISTANCE IS NOT WITHIN THE SCOPE OF |
| | THIS EVALUATION. NEED TO PROVIDE INFORMATION SHOWING |
| | COMPLIANCE WITH THE WIND RESISTANCE BASED ON THE |
| | PROPOSED INSTALLATION. COORDINATE WITH ITEM # 16 BELOW. |
| | CLEARLY SPECIFY WHICH UNDERLAYMENT IS GOING TO BE USED. |
| | ALSO, PROVIDE ROOF TILE PRODUCT APPROVAL THAT LISTS |
| | THIS UNDERLAYMENT.. |
| | |
| | E) "FLAT ROOF BASE SHEET" NOA 13-1113.05 SUBMITTED IS |
| | FOR SLOPED ROOFS ONLY. PROVIDE PRODUCT APPROVAL FOR |
| | FLAT ROOF ASSEMBLIES. AND, CLEARLY IDENTIFY APPROVED |
| | ASSEMBLY TO BE INSTALLED. AND, PROVIDE SIGNED AND |
| | SEALED RAS 117 CALCULATIONS IF THE DESIGN PRESSURES OF |
| | THE SELECTED ASSEMBLY DON'T MEET THE DESIGN PRESSURES |
| | FOR ALL THE ROOF ZONES. |
| | |
| | F) "FLAT ROOF WATERPROOFING" NOA 12-0418.02 SUBMITTED |
| | IS FOR INSULATED WOOD DECK ASSEMBLIES. THERE ARE NO |
| | INSULATED WOOD DECK ASSEMBLIES IN THIS PROJECT. PROVIDE |
| | PRODUCT APPROVAL FOR FLAT ROOF ASSEMBLIES. COORDINATE |
| | WITH ITEM #14(E) ABOVE. ALSO, REMEMBER THAT THERE ARE |
| | SOME CONCRETE DECKS SHOWN ON PLANS. PROVIDE PRODUCT |
| | APPROVAL FOR SUCH ASSEMBLIES. |
| | |
| | G) PRECAST LINTELS AS SHOWN ON PLANS. |
| | |
| | H) WINDOW MULLIONS AS SHOWN ON PLANS. AND, CLEARLY |
| | SPECIFY MULLION SIZE TO VERIFY COMPLIANCE WITH THE |
| | CALCULATED DESIGN PRESSURES. |
| | |
| | I) IPE TILE ROOF DECK PEDESTAL SYSTEM. NEED TO SHOW |
| | COMPLIANCE WITH THE CALCULATED DESIGN PRESSURES. |
| | |
| | J) ALL SIMPSON STRUCTURAL CONNECTORS SPECIFIED ON |
| | PLANS, SECTIONS AND DETAILS. AND, UPDATE FLORIDA |
| | PRODUCT APPROVALS LISTED ON THE TRUSS CONNECTOR. NEED |
| | TO SPECIFY CONNECTORS THAT ARE APPROVED UNDER THE 2014 |
| | CODE VERSION. NUMBERS LISTED ARE FOR AN OLDER CODE. |
| | PROVIDE FLORIDA PRODUCT APPROVAL COVER PAGE AND PAGE |
| | SHOWING THE SPECIFIED CONNECTOR OR DESIGNER OF RECORD |
| | TO LIST THE FLORIDA PRODUCT APPROVAL NEXT TO EACH |
| | SPECIFIED CONNECTOR. |
| | |
| | H) ROOF TILE ADHESIVE, IF SPECIFIED BY THE DESIGNER OF |
| | RECORD. |
| | |
| | 15- DESIGNER 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 TO VERIFY |
| | COMPLIANCE WITH THE COMPONENTS AND CLADDING DESIGN |
| | PRESSURES. |
| | |
| | 16- DESIGNER OF RECORD TO SPECIFY ROOF TILE FASTENING |
| | AS REQUIRED BY SEC. 107.2.1.2 CITY AMENDMENTS. IF |
| | SPECIFYING SCREWS, THEN SPECIFY SIZE AND NUMBER OF |
| | SCREWS. IF SPECIFYING ADHESIVE, THEN ADHESIVE PRODUCT |
| | APPROVAL IS REQUIRED. |
| | |
| | 17- PROVIDE ICC EVALUATION REPORT FOR THE SPRAY |
| | INSULATION TO BE USED. AND, DESIGNER OF RECORD TO |
| | REVIEW AND APPROVE IT PRIOR TO SUBMITTAL TO THIS |
| | OFFICE. SEC. R316 FBC-RESIDENTIAL. |
| | |
| | 18- CLARIFY WHY SUBMITTING PRODUCT APPROVAL FOR IMPACT |
| | PROTECTION FOR THE ENTRY DOOR. AND, IF USING THIS |
| | PRODUCT, THEN PROVIDE COMPLETE INSTALLATION SCHEDULE |
| | SHOWING PROPOSED INSTALLATION BASED ON THE PRODUCT |
| | APPROVAL SUBMITTED AND SPECIFIC CONDITION OF THE HOUSE. |
| | SEC. R301.1 FBC-RESIDENTIAL. |
| | |
| | 19- PROVIDE COMPLETE INFORMATION FOR THE FACTORY BUILT |
| | FIREPLACE AND CHIMNEY SHOWING THE LISTING AND LABELING |
| | IN ACCORDANCE WITH UL 127 AS REQUIRED BY SEC. R1004 AND |
| | R1005 FBC-RESIDENTIAL. |
| | AND, DESIGNER OF RECORD TO APPROVE PACKAGE PRIOR TO |
| | SUBMITTAL. |
| | |
| | NOTES: |
| | (1) ELEVATION CERTIFICATES WILL BE REQUIRED DURING |
| | CONSTRUCTION. PLEASE COORDINATE WITH SAMANTHA HILL AT |
| | (561)805-6724 AND [email protected] TO AVOID CONFLICTS OR |
| | DELAYS. |
| | |
| | (2) SPECIAL INSPECTOR IS REQUIRED FOR THE CONSTRUCTION |
| | OF AUGER CAST PILES. PLEASE COORDINATE WITH KEN CONRAD |
| | (CHIEF BUILDING INSPECTOR) AT (561)805-6666 AND |
| | [email protected] FOR APPROVAL OF SPECIAL INSPECTOR TO |
| | AVOID CONFLICTS OR DELAYS. |
| | |
| | |
| | IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT |
| | JULIO GOMEZ |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | (561)805-6712 |
| | [email protected] |