| Date |
Text |
| 2005-01-05 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 04120220 |
| | ADD: 4400 PORTOFINO WAY |
| | CONT: EPOCH PROPERTIES, INC |
| | TEL: (407)718-8932 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1STREVIEW |
| | ACTION: DENIED |
| | |
| | WHEN RESUBMITTING PLANS PLEASE INDICATE |
| | THE REVISION & REMOVE & REPLACE ANY |
| | PAGES AS NECESSARY. A TRANSMITTAL LETTER |
| | LISTING THE ORIGINAL REVIEW COMMENT NUM- |
| | BER, WITH A DESCRIPTION OF THE REVISION |
| | MADE, IDENTIFYING THE SHEET OR SPECIFICA |
| | TION PAGE WHERE THE CHANGES CAN BE FOUND |
| | WILL HELP TO EXPEDITE YOUR PERMIT. THANK |
| | YOU FOR YOUR ANTICIPATED COOPERATION. |
| | |
| | 1) AM-1 BUILDING DATA CORRECT: A-2 SMALL |
| | ASEEMBLY MORE THAN 100 SEE 304.2.1(2). |
| | |
| | 2) AM-1 NOTES, ROOF COVERING CORRECT: |
| | 2A) REFRENCE TO THE S.F.B.C. |
| | 2B) UNDERLAYMENT @ 10" O.C. SEE |
| | 1507.4.1.2(2)(3) |
| | |
| | 3) ROOF SHEATHING NOTE CORRECTION: |
| | 32/16,19/32" SEE 2309.3A* SPAN RATING |
| | TO |
| | BE 40/20, FULL 5/8" PLYWOOD HAS A 32/16 |
| | SPAN RATING. |
| | |
| | 4) AM-1 ROOF COVERING NOTES: REFRENCES |
| | CHAPTER 3207 WHICH DEALS WITH SPACE |
| | UNDER PUBLIC RIGHT OF WAY, EXPLAIN? |
| | |
| | 5) AM-1 HANDICAPPED ACCESSIBILITY |
| | NOTE CORRECT CODE REFRENCE, REFRENCES |
| | THE FL ACCESSIBILITY CODE OF 1994, |
| | NOT THE CURRENT 2001 FLORIDA |
| | ACCESSIBILITY CODE, CHAPTER 11. |
| | |
| | 6) FBC 13-103.1.1.1THE PROFESSIONALS |
| | RESPONSIBLE FOR THE DESIGN OF THE |
| | BUILDING, ELECTRICAL, LIGHTING, |
| | MECHANICAL AND PLUMBING SYSTEMS SHALL |
| | EACH SIGN THE ENERGY CODE COMPLIANCE |
| | FORM, TO CERTIFY COMPLIANCE. THE ENERGY |
| | FORMS ARE COPIES, PROVIDE ORIGINALS. |
| | PLANS, SPECIFICATIONS,REPORTS OR OTHER |
| | DOCUMENTS PREPARED BY THE DESIGN |
| | PROFESSIONAL AND BEING FILED FOR PUBLIC |
| | RECORD SHALL HAVE THE SIGNATURE AND |
| | SEAL OF THE DESIGN PROFESSIONAL AFFIXED |
| | TO THE DOCUMENT. |
| | FL STATE STAT: 61G15-23.002 ENGINEERS |
| | FL ATATE STAT: 61G16.003 ARCHITECTS |
| | |
| | 7) FL BLD CODE 1804.2.2 QUESTIONABLE |
| | SOILS, WHERE THE BEARING CAPACITY IS |
| | NOT DEFINETLY KNOWN OR IS IN QUESTION. |
| | WHERE THE BEARING CAPACITY OF THE SOIL |
| | IS NOT DEFINITLY KNOWN OR IS IN QUESTION |
| | THE BUILDING OFFICIAL MAY REQUIRE EXPLOR |
| | ATIONS, TEST OR OTHER ADEQUATE PROOF AS |
| | TO THE PERMISSIBLE SAFE BEARING |
| | CAPACITY. REQUIRED TEST AND RECOMMENDA- |
| | TIONS SUBMITTED TO VERIFY BEARING CAPA- |
| | CITY SHALL BE CERTIFIED BY A GEOTECH- |
| | NICALREPORT FROM A DESIGN PROFESSIONAL |
| | PROPERLY LICENSED IN THE STATE OF |
| | FLORIDA. |
| | |
| | 8) AM-2 THE PLANS INDICATE A THEATRE BUT |
| | |
| | THE PLANS DO NOT INDICATE WHERE THE |
| | WHEEL CHAIR SEATING WILL BE? FAIR |
| | HOUSING ACT ANSI 117 SECTION 802. |
| | |
| | 9) AM-2 BILLARD ROOMTHE BILLARD TABLES |
| | ARE NOT INDICATED, PROVIDE THE CLEAR |
| | WIDTH OF THE ACCESSIBLE ROUTE, ANSI 117 |
| | TABLE 403.5. |
| | |
| | 10) AM-2/ AM-12 BAR OR KITCHEN DETAIL, |
| | MAXIMUM SINK HEIGHT, SEE ANSI 117 |
| | SECTION 606.3 MAXIMUM HEIGHT OF 34". |
| | NOTE ALL SECTIONS OF 606 FOR SINKS & |
| | LAVATORIES. |
| | |
| | 11) AM-2 NOTE, PLANS DO NOT INDICATE A |
| | POOL BUT IF POOL SHALL BE NEXT TO THE |
| | CLUBHOUSE A "EFFECTIVE BARRIER" SHALL |
| | COMPLY WITH DEPT. OF HEALTH RULE 64-E9 |
| | FOR PUBLIC SWIMMING POOLS BEFORE A |
| | ISSUANCE OF CERTIFICATE OF OCCUPANCY |
| | FOR |
| | THE CLUBHOUSE, ( IF POOL IS BUILT |
| | CONCURRENTLY WITH CLUBHOUSE). |
| | 11A) AM-7 DOOR HARDWARE NOTE# 4, THE |
| | CARD SWIPE LOCKING SYSTEM FROM THE |
| | COLONADE, IS THIS IN LEU OF A BARRIER? |
| | |
| | 12) AM-7 WINDOW SCHEDULE, CORRECT: PLANS |
| | INDICATE THE WRONG WIND VELOCITY. |
| | FIGURE 1606 WIND-BORNE DEBRIS |
| | REGION; INDICATES THAT W.P.B. CITY OF IS |
| | LOCATED IN THE 140 MPH ZONE. PLANS ARE |
| | TO INDICATE THIS. |
| | |
| | 13) AM-7 WINDOW AND DOOR REQUIREMENTS, |
| | THE ARCHITECT OF RECORD DOES NOT |
| | INDICATE WHAT WIND PARAMETERS HE |
| | DESIGNED TOO? FL. BLD CODE 1606.1.7 |
| | THE FOLLOWING INFORMATION RELATED TO |
| | WIND SHALL BE SHOWN ON THE CONSTRUCTION |
| | DRAWINGS, |
| | 1)- BASIC WIND SPEED, MPH |
| | 2)- WIND IMPORTANCE FACTOR, & BUILDING |
| | CATEGORY |
| | 3)- WIND EXPOSURE |
| | 4)- INTERNAL PRESSURE COEFFICIENT, |
| | 5)- COMPONENTS & CLADDING, THE DESIGN |
| | WIND PRESSURES IN TERMS OF PSF. |
| | |
| | 14) AM-7 NON-RATED EXTERIOR FRAME WALL, |
| | THE WORD "OR EQUAL",104.2.1 W.P.B. |
| | ADMINISTRATIVE CODE DRAWINGS & |
| | SPECIFICATIONS SHALL CONTAIN |
| | INFORMATION, IN THE FORM OF NOTES OR |
| | OTHERWISE, AS TO THE QUALITY OF |
| | MATERIALS, WHERE QUALITY IS ESSENTIAL TO |
| | CONFORMITY WITH THE TECHNICAL CODES. |
| | SUCH INFORMATION SHALL BE SPECIFIC |
| | AND THE TECHNICAL CODES "SHALL NOT BE |
| | CITED AS A WHOLE OR IN PART, NOR THE |
| | TERM "LEGAL" OR ITS EQUIVALENT BE USED |
| | AS A SUBSTITUTE FOR SPECIFIC |
| | INFORMATION". |
| | |
| | |
| | 15) PRODUCT APPROVALS SUBMITTED WITH |
| | PERMIT APPLICATION AFTER OCTOBER 1, 2003 |
| | ARE REQUIRED TO COMPLY WITH THE FLORIDA |
| | PRODUCT APPROVAL SYSTEM. FOR INFORMATION |
| | PLEASE SEE THE STATE WEBSITE AT |
| | WWW.FLORIDABUILDING.ORG. PRODUCTS WITH |
| | STATEWIDE APPROVAL ARE REQUIRED TO BE |
| | SUBMITTED WITH A COVER SHEET THAT LISTS |
| | THE PRODUCT IDENTITY NUMBER FROM THE |
| | STATE. IF THE PRODUCT DOES NOT HAVE |
| | STATEWIDE APPROVAL, SUBMIT AN APPLICA- |
| | TION FOR LOCAL PRODUCT APPROVAL OR SITE |
| | SPECIFIC FORM PER RULE 9B-72. SEE |
| | ATTACHMENT. WWW.FLORIDABUILDING.ORG |
| | FL BLD CODE 1606.1.5: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORTS,MISSING REPORTS ARE AS |
| | FOLLOWS: |
| | A) WINDOWS |
| | B) EXTERIOR DOORS |
| | C) MULLIONS |
| | D) STORM SHUTTERS |
| | E) TRUSS ANCHORS |
| | F) ROOFING ASSEMBLIES |
| | |
| | 16)PROVIDE STORM PANEL INFORMATION WITH |
| | INSTALLATION SCHEDULE AND KEY PLAN WITH |
| | SPECIFIC ANCHORS AND MOUNTING TO BE USED |
| | FOR ALL NON-IMPACT GLAZING. |
| | FBC 1606.1.4. |
| | |
| | 17) FL BLD CODE 2001 SECTION 103.6, |
| | 1606.1.4, 1707.4 & 3401.7.2.4. |
| | PROCEDURES: 1(B) A COMPLETE INSTALLATION |
| | SCHEDULE SUMMARIZING & IDENTIFYING |
| | OPENING SIZES, STORY HEIGHTS, UNIT MARK |
| | NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM |
| | BAR REINFORCING REQUIREMENTS, WALL PRES- |
| | SURE ZONES, SLAT TYPES, ETC., SHALL BE |
| | SUBMITTED AT TIME OF PERMIT APPLICATION |
| | TO FACILITATE PLAN REVIEW AND PERMIT |
| | ISSUANCE. |
| | |
| | 18)1707.4.5.1 MULLIONS OCCURRING BETWEEN |
| | INDIVIDUAL WINDOW AND GLASS |
| | DOOR ASSEMBLIES. TESTING REPORTS ARE |
| | REQUIRED BY AN APPROVED TESTING |
| | LABORATORY OR BE ENGINEERED. |
| | |
| | 19)1707.4.5.2 MULLIONS SHALL BE DESIGN- |
| | ED TO TRANSFER THE DESIGN PRESSURE LOADS |
| | APPLIED BY THE WINDOW OR DOOR ASSEMBLIES |
| | TO THE ROUGH OPENING SUBTRATE. |
| | |
| | 20) 301.13.1 GROUND MOUNTED A/C UNITS: |
| | GROUND-MOUNTED UNITS FOR R3 RESIDENTIAL |
| | APPLICATIONS MAY BE ANCHORED WITH # 14 |
| | SCREWS WITH GASKETED WASHERS ACCORDING |
| | TO THE FOLLOWING: |
| | 1) FOR UNITS WITH SIDES LESS THAN 12", |
| | ONE SCREW SHALL BE USED AT EACH SIDE OF |
| | THE UNIT. |
| | 2) FOR UNITS BETWEEN 12" & 24", TWO |
| | SCREWS SHALL BE USED PER DIDE. |
| | 3) FOR UNITS BETWEEN 24" & 36", THREE |
| | SCREWS SHALL BE USED PER SIDE. |
| | 4) FOR UNITS GREATER THAN 36" OR 5 TONS |
| | ANCHORAGE SHALL BE DESIGN IN ACCORDANCE |
| | WITH 301.13. (140 MPH). |
| | |
| | 21) 1503.4.4 PROTECTION AGAINST DECAY & |
| | TERMITES. CONDENSATE LINES & ROOF DOWN |
| | SPOUTS SHALL DISCHARGE AT LEAST 1 FT. |
| | AWAY FROM THE STRUCTURE SIDEWALL, |
| | WHETHER BY UNDERGROUND PIPING, TAIL EX- |
| | TENSIONS, OR SPLASH BLOCKS. |
| | |
| | 22) AM-8 TYPE "A" ROOF TRUSS ANCHOR |
| | DETAIL, INDICATE TWO TYPES OF ANCHORS, |
| | WITH A COMBINED VALUE OF 2500 LBS |
| | UPLIFT. USP CATALOG FOR A SINGLE |
| | HTA20-18 THE VALUE IS 1200 WHEN YOU |
| | PLACE (2) STRAPS WITHIN 8" OF EACH OTHER |
| | |
| | THERE IS A DERATING BECAUSE OF THE |
| | LARGER CONE PULLOUT. USP INDICATES THAT |
| | (2) STRAPS ON A SINGLE PLY TRUSS IS GOOD |
| | FOR 2375, AND FOR A (2) PLY TRUSSTHE |
| | VALUE IS 2400, PLEASE RE-EVALUATE. |
| | |
| | 23) BEFORE A PERMIT TO CONSTRUCT, MAY BE |
| | ISSUED, IMPACT FEES MUST BE PAID TO PALM |
| | BEACH COUNTY. THE ACTUAL PERMIT |
| | SET OF PLANS MUST BE STAMPED BY THAT |
| | OFFICE, AND A COPY OF THE PAID RECEIPT |
| | ATTACHED TO THE PERMIT APPLICATION. |
| | PLEASE CALL (561)233-5025 FOR MORE |
| | INFORMATION. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
