| Date |
Text |
| 2003-04-29 00:00:00 | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 03030362 |
| | ADD: 921 ALLAMANDA AVENUE |
| | CONT: O/B VILA, RAFAEL |
| | TEL: (561)585-9054 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1) CONTRACTOR WILL BE REQUIRED TO BUILD |
| | THIS STRUCTURE, FLORIDA STATE STATUTE |
| | 489.1 OWNER/ BUILDER DISCLOSURE STATE- |
| | MENTS FROM 639 GLENRIDGE ARE LESS THAN |
| | 1 YEAR FROM C.O. ADDING 2 CAR GARAGE |
| | FINALED 10/08/02. |
| | REPAIR METAL LATH & STUCCO 01/31/03. |
| | |
| | 2) FL BLD CODE 1804.2.2 QUESTIONABLE |
| | SOILS, WHERE THE BEARING CAPACITY IS |
| | NOT DEFINETLY KNOWN OR IS IN QUESTION. |
| | PROVIDE SEALED SOILS REPORT, SOILS |
| | INVESTIGATION PROVIDING MINIMUM SAFE |
| | SOIL BEARING VALUE. |
| | |
| | 3)PROVIDE ENERGY CALCULATIONS AND |
| | EQUIPMENT SIZING CALCULATIONS (MANUAL J) |
| | AS REQUIRED BY THE 2001 FLORIDA ENERGY |
| | EFFICIENTCY CODE FOR BUILDING CONSTRUC- |
| | TION. |
| | |
| | 4)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. |
| | |
| | 5)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. |
| | |
| | 6) 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) SINGLE HUNG WINDOW MISSING THE |
| | TECHNICAL DRAWINGS97-002 |
| | B) MULLIONS |
| | C) SOLID EXTERIOR DOOR, SINGLE/ PAIR |
| | D) ROOFINGASSEMBLIES |
| | E) STORM SHUTTERS |
| | |
| | 7) HURRICANE TESTING LAB: REQUIRES |
| | SITE SPECIFIC ENGINEERING (PRODUCT |
| | APPROVAL) REQUIRES THE WET SIGNATURE, |
| | DATE AND EMBOSSED SEAL OF THE ENGINEER |
| | CERTIFYING THE PRODUCT AND SIGNATURE |
| | AND SEAL OF THE DESIGN PROFESSIONAL |
| | OF RECORD. SEE ATACHMENT. |
| | |
| | 8) 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. |
| | |
| | 9)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. |
| | |
| | 10) 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. |
| | |
| | 11)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. SEE ATTACHMENT. |
| | |
| | 12)1707.4.4.2. TAPERED WINDOW BUCKS |
| | SHALL EXTEND BEYOND THE INTERIOR FACE |
| | OF THE WINDOW OR DOOR FRAME SUCH THAT |
| | FULL SUPPORT OF THE FRAME IS PROVIDED. |
| | |
| | 13) 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. |
| | |
| | 14)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. |
| | |
| | 15)2504.2.2 INSTALLATION OF EXTERIOR |
| | LATHING AND FRAMING SHALL COMPLY WITH |
| | ASTM C-1063. |
| | SHET 3/5 NOTE # 2 ON CEILING RIB LATH, |
| | ASTM C-1063.7.10.1.1. METAL PLASTER BASE |
| | SHALL BE ATTACHED TO SUPPORTS AT NO MORE |
| | THAN 7 " ALONG SUPPORTS "EXCEPT FOR |
| | 3/8" RIB LATH THAT SHALL BE ATTACHED AT |
| | EACH RIB (4"). |
| | |
| | 16)1903.5.3 REINFORCEMENT SHALL CON- |
| | FORM TO ACI 318.CONCERNS OVER TIE |
| | BEAM SCHEDULE MARK # 4, 16'X 1'-8", |
| | WITH 2/#5 TOP, 2/#5 BOTTOM + TRUSS BAR. |
| | PLANS DO NOT INDICATE THE USE OF |
| | STIRRUPS NOR DOES THE PLAN GIVE ANY |
| | DETAILS FOR THE TRUSS BAR, WILL DETAILS |
| | BE COMING INDICATINGHOW THE ENDOF THE |
| | BARS WILL OCCUR SINCE THIS SHOULD BE |
| | CONSIDERED A END SPAN? NOT A SINGLE NOR |
| | INTERIOR SPAN.( END RESTRAINTS). |
| | |
| | 17)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. SUBMIT (1) SET OF OLD DRAWINGS WITH |
| | THE PLANS WHEN RESUBMITTING PLANS. A |
| | TRANSMITTAL LETTER LISTING THE ORIGINAL |
| | REVIEW 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. |
| | JIM WITMER |
| | BUILDING PLAN REVIEW |
| | TEL: (561)659-8096 X 8412 |
| | FAX: (561)659-8026 |
