| Date |
Text |
| 2002-09-30 00:00:00 | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 02060667 |
| | ADD: 509 FLAMINGO DR |
| | CONT: WELLINGTON REMODELING INC |
| | TEL: (561)798-3330 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1) PLANS ARE OF A CONCEPTIAL DESIGN, |
| | NOT ENOUGH INFORMATION TO DO A THOROUGH |
| | REVIEW. |
| | THIS REVIEW SHALL BE COMPLETED UNDER THE |
| | SECTION 3401.5.2 HISTORIC BUILDINGS. |
| | ALSO INCLUDED SHALL BE 3401.5.4.(2) |
| | ADDITIONS TO HISTORIC BUILDINGS. |
| | |
| | 2) THE NEW OPEN STAIRWAY ON THE WEST |
| | ELEVATION IS CONSIDERED (NEW WORK) NOT |
| | COVERED BY THE HISTORICS, TO MEET CUR- |
| | RENT CODES. 1006.2.2 PORCHES, GALLERIES, |
| | BALCONIES AND STAIRWAYS SHALL BE LOCATED |
| | AT LEAST 10' FROM ADJACENT PROPERTY |
| | LINES AND FROM OTHER BUILDINGS ON THE |
| | SAME LOT, UNLESS OPENINGS IN SUCH |
| | BUILDINGS ARE PROTECTED BY 3/4 HR FIRE |
| | RESISTANT DOORS & WINDOWS. |
| | |
| | 3) 411.2.8 OPENINGS FROM A PARKING GA- |
| | RAGE DIRECTLY INTO A ROOM USED FOR SLEEP |
| | ING PURPOSES SHALL NOT BE PERMITTED. SEE |
| | RESIDENTIAL UNIT # 1. |
| | |
| | 4) 1007.2(2) STAIRS SHALL HAVE LANDINGS |
| | AT DOOR OPENINGS, EXCEPTION WHEN THE |
| | DOOR DOES NOT SWING OUT OVER THE STAIRS. |
| | BEDROOM UNIT# 1 TO GARAGE. |
| | |
| | 5) SHEET A-5 INDICATES EXISTING 8"X8" |
| | EXISTING FOOTING, SHEET A-6 INDICATES |
| | A NEW FOUNDATION, BUT NO REFENCE AS TO |
| | WHERE IS GRADE? A SECOND WALL SECTION |
| | (INTERIOR) INDICATES A VERTICAL FRAMING |
| | SECTION THAT STOPS ATOP OF A FOUNDATION? |
| | NO INFO FOR FOUNDATION, NO INFO ON WALL |
| | SECTION, PT? BOTTOM OR TOP PLATE? STEM |
| | WALL??????THIS SAME DETAIL DOES NOT |
| | INDICATE TIE DOWN STRAPPING TO THE |
| | FOUNDATION. HISTORICS INDICATED THAT THE |
| | ONLY SECTIONS THAT ARE OF VALUE IS THE |
| | EXISTING EXTERIOR STUCCO, HOW SHALL THE |
| | EXTERIOR FRAME WALL BE DEMOLISHED AND |
| | STILL MAINTAIN THE STUCCO? HOW WILL THIS |
| | BE SHORED? HOW WILL IT BE TIED BACK TO |
| | THE NEW BEARING WALL? WHAT SIZE ARE THE |
| | FLOOR FRAMING MEMBERS? |
| | DETAILS ALSO MISSING ON THE FIRE |
| | BLOCKING REQUIRED AT CEILING LEVELS, AS |
| | WELL AS DRAFT STOPPING EVERY 500 SQ FT |
| | IN THE SECOND FLOOR ASSEMBLY. |
| | |
| | 6) 704.3 TENANT FIRE SEPERATION, INDI- |
| | CATE UL LISTING FIRE SEPERATION FOR WALL |
| | AND FLOOR CEILING ASSEMBLIES? ALSO SEE |
| | 704.3.2 USABLE CRAWL SPACE! |
| | |
| | 7) 705.5.1 PENETRATIONS OF FIRE RATED |
| | WALLS/ 705.6 PENETRATIONS OF HORIZONTAL |
| | ASSEMBLIES. INDICATE THE UL LISTING. |
| | |
| | 8)1503.3 COPING. PARARET WALLS SHALL |
| | BE PROPERLY COPED WITH NONCOMBUSTIBLE |
| | MATERIALS OF A WIDTH NO LESS THAN THE |
| | THICKNESS OF THE PARAPET WALL. |
| | |
| | 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)1511.7 ROOF MOUNTED MECHANICAL UNIT |
| | S SHALL BE MOUNTED ON CURBS RAISED A |
| | MINIMUM OF 8 INCHES ABOVE THE ROOF SUR- |
| | FACE, OR WHERE ROOFING MATERIALS EXTEND |
| | BENEATH THE UNIT, ON RAISED EQUIPMENT |
| | SUPPORTS PROVIDING A MINIMUM CLEARENCE |
| | HEIGTH IN ACCORDANCE WITH TABLE 1511.7. |
| | |
| | 11) 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. |
| | |
| | 12) 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. |
| | |
| | 13)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. MISSING REPORTS: |
| | A) GLAZED OPENINGS |
| | B) EXT. DOORS |
| | C) ROOFING ASSEMBLIES |
| | |
| | 14)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. |
| | |
| | 15)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. |
| | |
| | 16)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. |
| | |
| | 17) 1606.4.4 ANCHOR METHODS. PROVIDE |
| | INFORMATION FOR INSTALLATION OF DOOR |
| | AND WINDOW BUCKS. |
| | |
| | 18)1707.3.1 JOIST HANGERS, FRAMING |
| | ANCHORS & SIMILAR DEVICES SHALL BE TEST- |
| | ED IN ACCORDANCE W/ ASTM D 1761 & BE |
| | LABELED AND LISTED FOR THEIR LOAD CARRY- |
| | ING CAPACITY. |
| | |
| | 19) TABLE 600 LESS THAN 5'-0" FROM |
| | PROPERTY LINE SEE SECTION 709.6.2.2. |
| | 709.6.2.2 THE FIRE RESISTANCE RATING OF |
| | A WOOD FRAMED ASSEMBLY IS EQUAL TO THE |
| | SUM OF THE TIME ASSIGNED TO THE MEMBRANE |
| | ON THE FIRE EXPOSED SIDE, THE TIME |
| | ASSIGNED TO THE FRAMING MEMBERS AND THE |
| | TIME ASIGNED FOR ADDITIONAL CONTRIBUTION |
| | BY OTHER PROTECTIVE MEASURES SUCH AS |
| | INSULATION. THE MEMBRANE ON THE |
| | UNEXPOSED SIDE SHALL NOT BE INCLUDED IN |
| | DETERMINING THE FIRE RESISTANCE OF THE |
| | ASSEMBLY. |
| | |
| | 20)1015.2 HEIGHT. GUARDRAILS SHALL |
| | FORM A VERTICAL PROTECTIVE BARRIER NOT |
| | LESS THAN 42" HIGH. |
| | 1015.3 OPENINGS. OPEN GUARDRAILS |
| | SHALL HAVE INTERMEDIATE RAILS OR ORNA- |
| | MENTAL PATTERNS SUCH AS A 4" DIAMETER |
| | SPHERE CAN NOT PASS THROUGH. A BOTTOM |
| | RAIL OR CURB SHALL BE PROVIDED THAT WILL |
| | REJECT THE PASSAGE OF 2" DIAMETER |
| | SPHERE. |
| | |
| | 21)1608.2.3 THE GUARDRAIL SYSTEM SHALL |
| | BE DESIGNED AND CONSTRUCTED TO RESIST A |
| | 200 LB CONCENTRATED HORIZONTAL LOAD |
| | APPLIED ON A 1 SQ FT AREA AT ANY POINT |
| | IN THE SYSTEM INCLUDING INTERMEDIATE |
| | RAILS OR OTHER ELEMENTS SERVING THIS |
| | PURPOSE. |
| | |
| | 22) 1203.4.2 EVERY TOLIET ROOM SHALL |
| | HAVE WINDOWS AS SPECIFIED FOR HABITABLE |
| | ROOMS PROVIDING IN NO CASE LESS THAN 3 |
| | SQ FT OPEN SPACE, OR HAVE APPROVED EQUIV |
| | ALENT VENTILATION. |
| | |
| | 23)1204.4 JOINTS. BUILT IN TUBS WITH |
| | SHOWERS SHALL HAVE WATER-PROOF JOINTS |
| | BETWEEN THE TUB & WATER RESISTANT WALL. |
| | |
| | 24)2304.3.4 WOOD JOIST SHALL HAVE 18" |
| | CLEARENCE FROM THE BOTTOM OF JOIST TO |
| | EARTH OR ELSE BE PRESSURE TREATED WOOD |
| | |
| | 25)TABLE 2306.1 PALM BEACH COUNTY |
| | AMENDMENTS |
| | ROOF SHEATHING NAILING REQUIREMENTS |
| | |
| | ZONE 1 & 28D COMMON |
| | 6" EDGES & 6" INTERMEDIATES |
| | |
| | ZONE 38DCOMMON |
| | 4" EDGES & 6" INTERMEDIATES |
| | |
| | 26)FL BLD CODE 2309.6 ATTIC ACCESS, PRO- |
| | VIDE ATTIC ACCESS 20"X36". |
| | |
| | 27)FL BLD CODE 2405.2 HAZARDOUS LOCATION |
| | PROVIDE SAFETY GLASS FOR THIS LOCATION: |
| | BEHIND TUBS |
| | |
| | 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 |
