| Date |
Text |
| 2002-11-13 00:00:00 | |
| | |
| | ****2ND REVIEW**** |
| | BUILDING PLAN REVIEW |
| | PERMIT: 02060667 |
| | ADD: 509 FLAMINGO DR |
| | CONT: WELLINGTON REMODELING INC |
| | TEL: (561)798-3330 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | THIS REVIEW SHALL BE COMPLETED UNDR THE |
| | SECTION 3401.5.4(2) ADDITIONS TO HISTOR- |
| | ICAL BUILDINGS. |
| | |
| | 1) THE NEW OPEN STAIRWAY ON THE WEST |
| | ELEVATION IS CONSIDERED (NEW WORK), NOT |
| | COVERED BY THE HISTORICAL REVIEW BOARD! |
| | 1006.2.2 PORCHES, GALLERIES, BALCONIES, |
| | AND EXTERIOR STAIRWAYS SHALL BE LOCATED |
| | AT LEAST 10' FROM ADJACENT PROPERTY |
| | LINES AND FROM OTHER BUILDINGS ON THE |
| | SAME LOT. |
| | HISTORICS INDICATED THAT THIS IS |
| | NEW WORK, WHICH REQUIRES THE OPEN STAIR- |
| | WELL TO BE A MINIMUM OF 10' FROM THE |
| | PROPERTY LINE!!!! |
| | |
| | 2) SHEET A.3 THE GARAGE INDICATES A NEW |
| | SIDE EGRESS DOOR LOCATED ON THE EAST |
| | SIDE OF THE BUILDING, 2.9' FROM THE PROP |
| | ERTY LINE. TABLE 600 EXTERIOR BEARING & |
| | NONBEARING WALLS UNDER 3' FROM THE |
| | PROPERTY LINE SHALL HAVE NO OPENINGS, IF |
| | THEY ARE EXISTING THEY ARE GRANDFATHERED |
| | IN, NO NEW OPENINGS. |
| | |
| | 3)FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | HISTORICS INDICATED THAT THE ONLY SECTIO |
| | NS THAT ARE OF VALUE IS THE EXISTING |
| | EXTERIOR STUCCO, HOW SHALL THE EXTERIOR |
| | FRAME WALLS BE DEMOLISHED AND STILL |
| | MAITAIN THE STUCCO? HOW WILL THIS BE SHO |
| | RED? HOW WILL THE STUCCO BE TIED TO THE |
| | NEW FRAME WALL? |
| | |
| | 4)2305.2.2 FLOOR/CEILING ASSEMBLIES |
| | SINGLE FAMILY DWELLINGS. IN FLOOR/CEIL/ |
| | ING ASSEMBLIES SEPERATING USEABLE SPACE |
| | INTO 2 OR MORE APPROXIMATE AREAS WITH NO |
| | AREA GREATER THAN 500 SQ FT. DRAFTSTOP- |
| | PING SHALL BE PROVIDED PARALLEL TO THE |
| | MAIN FRAMING MEMBERS. |
| | |
| | 5) 704.3 TENANT FIRE SEPERATION,INDICATE |
| | THE UL LISTING FOR FIRE SEPERATION FOR |
| | ALL TENANT WALL AND FLOORCEILING ASSEMBL |
| | IES? |
| | |
| | 6)705.7.1 JOINTS INSTALLED IN OR BE- |
| | TWEEN FIRE RESISTANT WALLS, FIRE RESIS- |
| | TANT FLOORS OR FLOOR/ CEILING ASSEMBLIES |
| | AND FIRE RESISTANT ROOFS OR ROOF/ CEIL- |
| | ING ASSEMBLIES SHALL BE PROTECTED BY AN |
| | APPROVED FIRE RESISTANT JOINT SYSTEM |
| | DESIGNED TO RESIST THE PASSAGE OF FIRE |
| | FOR A PERIOD NOT LESS THAN THE RE- |
| | QUIRED FIRE RESISTANCE RATING OF THE |
| | WALL, FLOOR OR FLOOR IN OR BETWEEN |
| | WHICH IT IS INSTALLED. |
| | |
| | 7)1503.3 COPING. PARARET WALLS SHALL |
| | BE PROPERLY COPED WITH NONCOMBUSTIBLE |
| | MATERIALS OF A WIDTH NO LESS THAN THE |
| | THICKNESS OF THE PARAPET WALL. A.5 DE- |
| | TAILS 5& 6 DO NOT INDICATE THE TYPE |
| | OF MATERIALS TO BE USED FOR THE COPING? |
| | NOR TYPE OF ROOFING MATERIALS? |
| | |
| | 8)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. |
| | MISSING THE INTERNAL PRESSURE |
| | COEFFICIENT OF 0.18 |
| | |
| | 9)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.STRUCTURAL PLAN S.3 |
| | NOTE FOR IMACT RESISTANT GLAZING OR |
| | STORM SHUTTERS. |
| | PRODUCT TESTING FOR WIND IS STILL |
| | REQUIRED EVEN IF STORM SHUTTERS SHALL BE |
| | USED. |
| | A) GLAZED OPENINGS |
| | B) EXTERIOR DOORS |
| | C)MULLIONS |
| | D) ROOFING ASSEMBLIES |
| | |
| | 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) 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. |
| | |
| | 12)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. |
| | |
| | 13) 1606.4.4 ANCHOR METHODS. PROVIDE |
| | INFORMATION FOR INSTALLATION OF DOOR |
| | AND WINDOW BUCKS. |
| | |
| | 14)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. |
| | |
| | 15) ARCH NOR STRUC PLANS INDICATE INTER- |
| | IOR WALL THICKNESS. TABLE 600 EXTERIOR |
| | WALLS LESS THAN 5'-0" FROM THE PROPERTY |
| | LINE SHALL COMPLY WITH 709.6.2.1.4.4. |
| | |
| | 16)PROVIDE ENERGY CALCULATIONS AND |
| | EQUIPMENT SIZING CALCULATIONS (MANUAL J) |
| | AS REQUIRED BY THE 2001 FLORIDA ENERGY |
| | EFFICIENTCY CODE FOR BUILDING CONSTRUC- |
| | TION. |
| | |
| | 17) NO STAIR INFORMATION, RISE/ RUN SEE |
| | FBC 1007.3.1 |
| | 1012.5 GROUP R-3 LANDING WIDTH SHALL |
| | BE NO LESS THAN THE DOOR WIDTH IT SERVES |
| | AND THE DEPTH SHALL BE NO LESS THAN 36" |
| | THE LANDING MAY BE ONE STEP LOWER THAN |
| | THE INSIDE FLOOR LEVEL BUT NOT MORE THAN |
| | 7" LOWER. |
| | 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. |
| | 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. |
| | 1007.5.2 STAIRWAYS SHALL HAVE HAND- |
| | RAILS ON EACH SIDE. |
| | |
| | 8) FL BLD CODE 2405.2 HAZARDOUS LOCATION |
| | PROVIDE SAFETY GLASS FOR THIS LOCATION: |
| | RESIDENTIAL UNIT# 1 BATHROOM. |
| | |
| | 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 |
