| Date |
Text |
| 2002-08-06 00:00:00 | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 02060963 |
| | ADD: 1920 EMBASSY DRIVE |
| | CONT: O/B ROBINSON, FELISA |
| | TEL: (561)689-1536 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1) 1007.8.2 SPIRAL STAIRS: PROVIDE THE |
| | MANUFACTURERS SPECIFICATIONS, THERE IS |
| | NO DETAIL, FOUNDATION PROVIDED FOR SPIR- |
| | AL STAIRWAY. |
| | |
| | 2) SHEET 4OF 6 DETAILS 104.2.1.3 |
| | QUALITY OF BUILDING PLANS, TO BE DRAFTS- |
| | MAN QUALITY. |
| | |
| | 3) BALCONY GAURDRAIL, 1015.2 HEIGHT NOT |
| | LESS THAN 42", (EXTERIOR OF BUILDING). |
| | |
| | 4) BALCONY GUARDRAIL 1015.3 THE BOTTOM |
| | RAIL NOT TO ALLOW A 2" SPHERE TO PASS |
| | THROUGH. |
| | |
| | 5) BALCONY GAURDRAIL 1015.3 STRENGTH, |
| | DURABILITY & ATTACHMENT. CONSTRUCTION OF |
| | GUARDRAILS SHALL BE ADEQUATE IN STRENGTH |
| | AND DURABILITY AND ATTACHMENT FOR THEIR |
| | PURPOSE AS DESCRIBED IN 1608.2. GUARD- |
| | RAIL SYSTEMS SHALL BE DESIGNED & CON- |
| | STRUCTED FOR A CONCENTRATED 200LB LOAD |
| | APPLIED AT ANY POINT AND IN ANY DIREC- |
| | TION AT THE TOP OF THE GUARDRAIL. |
| | |
| | 6)PROVIDE ENERGY CALCULATIONS AND |
| | EQUIPMENT SIZING CALCULATIONS (MANUAL J) |
| | AS REQUIRED BY THE 2001 FLORIDA ENERGY |
| | EFFICIENTCY CODE FOR BUILDING CONSTRUC- |
| | TION. |
| | DISCREPANCY ENERGY CALC R=19.0 VS |
| | PLAN OF R=32? |
| | |
| | 7)1503.4 ROOF DRAINS UNLESS ROOFS ARE |
| | SLOPED TO DRAIN OVER THE ROOF EDGE, ROOF |
| | DRAINS SHALL BE INSTALLED AT THE LOWEST |
| | POINT OF THE ROOF. WHERE REQUIRED FOR |
| | ROOF DRAINAGE,SCUPPERS SHALL BE LOCATED |
| | AS DETERMINED BY THE ROOF SLOPE AND CON- |
| | TRIBUTING ROOF AREA. PLANS DO NOT INDI- |
| | CATE IF THERE IS ANY SLOPE? |
| | |
| | 8)1503.4.2 OVERFLOW DRAINS SHALL BE |
| | THE SAME SIZE AS ROOF DRAINS, INSTALLED |
| | WITH THE INLET FLOW LINE LOCATED 2" |
| | ABOVE THE LOWEST POINT OF THE ROOF LINE. |
| | OVERFLOW SCUPPERS SHALL BE A MINIMUM OF |
| | 4"IN HEIGTH AND SHALL BE PLACED IN WALLS |
| | OR PARARETS WITH THE INLET FLOW LINE |
| | NOT LESS THAN 2" ABOVE THE ROOF SURFACE. |
| | |
| | 9)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. |
| | |
| | 10)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) FRENCH DOORS |
| | B) SLIDING DOORS |
| | C) SWING DOOR |
| | D) ROOFING ASSEMBLIES,FLAT & SHINGLES |
| | E) STORM SHUTTERS SEE SCHEDULE & KEY |
| | PLAN. |
| | |
| | 11)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. |
| | 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. |
| | |
| | 11) 1606.4.4 ANCHOR METHODS. PROVIDE |
| | INFORMATION FOR INSTALLATION OF DOOR |
| | AND WINDOW BUCKS. |
| | |
| | 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)FL BLD CODE 1804.2.2 QUESTIONABLE |
| | SOILS, WHERE THE BEARING CAPACITY IS |
| | NOT DEFINETLY KNOWN OR IS IN QUESTION. |
| | |
| | 14)FL BLD CODE 2309.6 ATTIC ACCESS, PRO- |
| | VIDE ATTIC ACCESS 20"X36". |
| | |
| | 15) GIVE THE LIVE LOADS TRUSSES ARE TO |
| | BE DESIGNED TO, ALL ROOMS 40 LBS SEE |
| | TABLE 1604.1 |
| | |
| | 16) TRUSS/ GIRDER LOADS, VERTICAL, |
| | HORIZONTAL & GRAVITY LOADS,NOT INDICATED |
| | |
| | 17) 2309.7 VENTILATION FOR ATTIC SPACE. |
| | |
| | 18) INDICATE SECTIONS SHEET D-1 WHERE IS |
| | THE CHIMNEY DORMER DETAIL TO BE USED? |
| | ELEVATIONS DO NOT INDICATE ARCHED OPEN- |
| | INGS? |
| | |
| | 424.2.17.9 INDICATE ON THE ADDITION COM- |
| | PLIANCE WITH POOL SAFETY ACT? |
| | |
| | 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 |
