| Date |
Text |
| 2003-02-04 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 02120658 |
| | ADD: 101 ALPINE ROAD |
| | CONT: HINCKLY CONSTRUCTION |
| | TEL: (561)832-3310 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1) THE RECORDED PROPERTY ADDRESS IS |
| | 101 ALPINE RD. DOES THE OWNER WANT TO DO |
| | A ADDRESS CHANGE TO 6815 S FLAGLER? IF |
| | SO THEY SHOULD WRITE A LETTER FOR AN ADD |
| | RESS CHANGE, WE WILL REARCH THE PROPOSED |
| | ADDRESS TO SEE IF IT IS AVAILABLE AND |
| | NOTIFY ALL AGENCIES OF THE CHANGE. |
| | |
| | 2) NOTICE OF COMMENCEMENT IS UNDER 101 |
| | ALPINE ROAD IF THE ADDRESS IS TO BE |
| | CHANGED. |
| | |
| | 3) PROVIDE FLOOD ZONE ELEVATION |
| | CERTIFICATE FOR NEW CONSTRUTION WITH |
| | BASE FLOOD ELEVATION, CITY CODE REQUIRES |
| | AN ADDITIONAL 6". THE ADDITION IS |
| | LOCATED IN A A5 FLOOD ZONE MINIMUM FLOOR |
| | ELEVATION IS 7'-6''. INDICATE WHAT THE |
| | FLOOR ELEVATION IS NOT IN REFRENCE TO |
| | EXISTING FLOOR ELEVATION. |
| | |
| | 4) FL BLD CODE 1804.2.2 QUESTIONABLE |
| | SOILS, WHERE THE BEARING CAPACITY IS |
| | NOT DEFINETLY KNOWN OR IS IN QUESTION. |
| | PROVIDE SOIL BORING TEST INDICATING |
| | WHAT THE MINIMUM BEARING CAPACITY IS? |
| | |
| | 5)FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | STRUCTURAL PLANS INDICATE THE USE OF A |
| | PRECAST SLAB SYSTEM "AUREA SLAB", PRO- |
| | VIDE ADDITIONAL INFORMATION, COULD NOT |
| | FIND ANYTHING ON ENTERNET? |
| | |
| | 6) S-3 INDICATES THE MEAN ROOF HEIGHT |
| | OF 30'-0". THIS IS FROM THE EXISTING |
| | FLOOR LEVEL OF EXISTING RESIDENCE. |
| | WHAT IS IT FROM NGVD? |
| | |
| | 7) TRUSS ANCHOR SCHEDULE ANCHOR D,E&F |
| | USE A USP2 WHICH IS A WOOD TO WOOD |
| | ANCHOR, PLANS INDICATE THAT IT IS A |
| | EMBEDDED ANCHOR? |
| | |
| | 8)1606.1.4(1) IN WIND BORNE DEBRIS |
| | REGIONS, EXTERIOR GLAZING THAT RECEIVES |
| | POSITIVE PRESSURE IN BUILDINGS SHALL BE |
| | ASSUMED TO BE OPENINGS UNLESS SUCH |
| | GLAZING IS IMPACT RESISTANT OR PROTECTED |
| | WITH AN IMPACT RESISTANT COVERING MEET- |
| | ING THE REQUIREMENTS OF SSTD 12, ASTM |
| | E 1886 AND ASTM E 1996 OR MIAMI-DADE. |
| | 1) GLAZED OPENINGS LOCATED WITHIN 30 FT |
| | OF GRADE SHALL MEET THE REQUIREMENTS OF |
| | LARGE MISSLE TEST. |
| | FL BLD CODE 1606.1.5: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORT, SBCCI OR DADE COUNTY |
| | REPORT ARE ACCEPTED.MISSING REPORTS: |
| | A) FIXED WINDOWS |
| | B) CASEMENT WINDOWS |
| | C) MULLIONS |
| | D) SWING DOORS |
| | E) SWING DOORS W/ SIDELIGHTS |
| | F) ROOFING ASSEMBLIES |
| | G) STORM SHUTTERS |
| | |
| | 9)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. |
| | |
| | 10) 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. |
| | |
| | 11)1707.4.3 EACH EXTERIOR DOOR |
| | ASSEMBLY NOT COVERED BY 1707.4.2 |
| | (GLAZED DOORS) SHALL BE LISTED AND TEST- |
| | ED FOR A PERIOD EQUAL TO THE QUANITY |
| | 3600/ V WHERE THE TIME PERIOD IS IN |
| | SECTIONS AND V IS IN MILES PER HR TAKEN |
| | FROM FIGURE 1606. THE TIME PERIOD SHALL |
| | ALSO INCLUDE A 10 SECOND PERIOD AT A |
| | LOAD EQUAL TO 1.5 TIMES THE DESIGN |
| | PRESSURE. DADE COUNTY & SBCCI REPORTS |
| | ARE ACCEPTED. |
| | |
| | 12) 1707.4.4.1 ANCHOR REQUIREMENTS: |
| | WINDOW & DOOR ASSEMBLIES SHALL BE ANCHOR |
| | ED IN ACCORDANCE WITH THE PUBLISHED |
| | MANUFACTURER'S RECOMMENDATIONS TO |
| | ACHIEVE THEDESIGN PRESSURE SPECIFIED. |
| | SUBSTITUTE ANCHORING SYSTEM USED FOR |
| | THE SUBSTRATE NOT SPECIFIED BY THE |
| | FENESTRATION MANUFACTURER SHALL PROVIDE |
| | EQUAL OR GREATER ANCHORING AS DEMONSTRA- |
| | TED BY ACCEPTED ENGINEERING PRACTICES. |
| | |
| | 13)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. |
| | |
| | 14)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. |
| | |
| | 15) 1816.1.6. SOILS TREATMENT SHALL BE |
| | REQUIRED UNDER ALL EXTERIOR CONCRETE |
| | ON GRADE WITHIN 1 FOOT OF THE PRIMARY |
| | STRUCTURE SIDEWALLS. SHEET A2 & A7 INDI- |
| | CATE THERE ARE VARIOUS SLABS NEXT TO |
| | THE STRUCTUE. |
| | |
| | 16)2804.4.1 FACTORY-BUILT CHIMNEYS |
| | FACTORY BUILT CHIMNEYS SHALL BE LISTED |
| | AND SHALL BE INSTALLED IN ACCORDANCE |
| | WITH THE CONDITIONS OF THE LISTING, AND |
| | MANUFACTURER'S INSTRUCTION. |
| | |
| | 17)2804.4.4. FACTORY-BUILT CHIMNEYS |
| | FOR USE WITH CLOSED COMBUSTION WOOD |
| | BURNING APPLIANCES SHALL COMPLY WITH |
| | THE TYPE HT REQUIREMENT UL 103. |
| | |
| | 18)CHIMNEYS FOR THE USE WITH FACTORY- |
| | BUILT FIREPLACES SHALL MEET THE |
| | REQUIREMENTS OF UL 127. |
| | |
| | 19)2806.1.2 FACTORY BUILT FIREPLACES |
| | SHALL BE TESTED IN ACCORDANCE WITH AND |
| | MEET THE REQUIREMENTS OF UL 127. |
| | |
| | 20)2810 FRESH AIR INTAKES, FRESH AIR |
| | INTAKESSHALL BE SCREENED WITH A CORRO- |
| | SION RESITANT MATERIAL NOT LARGER THAN |
| | 1/2 INCH MESH. FRESH AIR INTAKES SHALL |
| | NOT BE TAKEN FROM A LOCATION CLOSER THAN |
| | 10 FT FROM ANY CHIMNEY OR VENT OUTLET OR |
| | SANITARY SEWER VENT OUTLET, UNLESS SUCH |
| | VENT IS NOT LESS THAN 24" ABOVE THE |
| | FRESH AIR VENT. FRESH AIR INTAKE VENTS |
| | LOCATED ON THE ROOFS WILL BE PROPERLY |
| | MARKED WITH A UNIVERSAL MARKING, |
| | ***"INTAKE"***, PERMANETLY ATTACHED. |
| | SEE 705.1.1.4 FOR FIRE PROTECTION. |
| | |
| | 21) FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | PROVIDE MANUFACTURERS SPEC FOR PRIVATE |
| | (RESIDENTIAL) ELEVATOR. |
| | |
| | 22) 1007.5.3 HANDRAILS: STAIRS LEADING |
| | FROM THE COVERED TERRACE MAY HAVE A |
| | GUARDRAIL BUT NO HANDRAIL MEETING THIS |
| | SECTION. |
| | |
| | 23) FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | MISSING INFORMATION ON HOW THE CHIMNEY |
| | WILL FRAME INTO THE ROOF FRAMING? |
| | |
| | 24) SHEET A-7 SECTION 2, SECOND FLOOR |
| | TERRACE, WHAT TYPE OF MATERIAL IS TO BE |
| | USED TO STOP RAIN FROM PENETRATING THE |
| | SLAB INTO THE INTERIOR? STRUCTURAL |
| | DETAILS S2 DETAIL OF DECK 11/S5 MISSING? |
| | |
| | 25)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. |
| | |
| | LOOK FOR COMMENTS BY THE OTHER PLAN |
| | REVIEW DISCIPLINES THAT MAY BE WRITTEN |
| | ON THE APPLICATION, PLANS, OR ATTACHED |
| | SEPARATELY. WHEN RESUBMITTING PLANS |
| | PLEASE CLEARLY INDICATE THE REVISION AND |
| | REMOVE AND REPLACE ANY PAGES AS NECESS- |
| | ARY. A TRANSMITTAL LETTER LISTING THE |
| | ORIGINAL REVIEW COMMENT NUMBER, WITH A |
| | DESCRIPTION OF THE REVISION MADE, IDEN- |
| | TIFYING THE SHEET OR SPECIFICATION PAGE |
| | WHERE THE CHANGES CAN BE FOUND, WILL |
| | HELP TO EXPEDITE YOUR PERMIT. THANK YOU |
| | FOR YOUR ANTICIPATED COOPERATION. |
| | JIM WITMER |
| | PLAN REVIEW |
| | TEL: (561)659-8096 EX.8412 |
| | FAX: (561)659-8026 |
