| 2003-01-10 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 02120927 |
| | ADD: 121 LINDA LANE |
| | CONT: JAMES C. COLE |
| | TEL: (561)833-8401 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1)1804.1.3 THE BOTTOM OF THE FOUNDA- |
| | TION SHALL EXTEND NO LESS THAN 12" |
| | BELOW FINISH GRADE. THE GARAGE SLAB AND |
| | FOUNDATION INDICATES OVERALL 12" NOT 16" |
| | |
| | 2) GARAGE COLUMNS MISSING INFO, NO "C-1" |
| | INFORMATION, WHAT SIZE DOWELS LENGHT OR |
| | LAP? TIE TO EXISTING BUILDING? |
| | |
| | 3) GARAGE MISSING BEAM SCHEDULE, MASAON- |
| | ARY WALLS & BEAM SIZE OVER GARAGE DOOR. |
| | TIE TO EXISTING BUILDING? |
| | |
| | 4) THE DESIGN OF THE GARAGE ROOF TRUSSES |
| | DOES NOT INDICATE 7'-0" SETBACK FOR GIR- |
| | DERS, LAYOUT INCORRECT, GIVE UPLIFT IN |
| | LBS. & REQUIRED ANCHORS.1606.2.4. |
| | MAIN FORCE RESISTING SYSTEM |
| | |
| | 5) 1606.2.5 COMPOANTS & CLADDING, INDI- |
| | CATE WALL PRESSURE ZONES POS & NEG OPEN- |
| | ING PRESSURES, ELEVATION SECTIOIN PLEASE |
| | |
| | 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 WINDOWS |
| | B) MULLIONS |
| | C) LAUNDRY WINDOW- NOT LISTED IN |
| | SCHEDULE? |
| | |
| | 7) 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. |
| | |
| | 7)1606.4.4 ANCHOR METHODS. PROVIDE |
| | INFORMATION FOR INSTALLATION OF DOOR |
| | AND WINDOW BUCKS. |
| | |
| | 8)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. |
| | |
| | 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) ADDITIONAL INFORMATION, NEW STAIRS, |
| | MISSING BEARING WALL- CUT CEILING JOIST |
| | OR TRUSSES NO DETAILS!!!!!SHEET A-6 WALL |
| | SECTION FOR 2 STORY INCORRECT, PLAN INDI |
| | CATES 2ND STORY CANTILEVERED OVER 8" |
| | CMU WALL APPROX. 30". SHEET A-3 EXTEND |
| | 8" CMU WALL TO BE INLINE WITH STAIRWELL |
| | THE DIMENSION REQUIRED FOR 2ND STORY |
| | FRAME WALL TO EXT. OF EXISTING BLOCK |
| | WALL IS APPROX 5'-0"? THIS SAME DETAIL |
| | SHOWS FLOOR LOADING 2ND FLOOR WITH A |
| | 8'-6" CASEMENT WINDOW. WILL THE ADDITION |
| | AL LOADING OF THE EXISTING BEAM FIRST |
| | FLOOR TAKE THE ADDITIONAL LOADING? THIS |
| | BEAM WAS DESIGNED FOR THE LOADING OF THE |
| | CEILING JOIST AND ROOF FRAMING WITH |
| | LIMITATIONS (12'-0" OPENING FIRST FLOOR) |
| | |
| | 12) SECOND STORY ROOF FRAMING DETAIL, |
| | INCORRECT LAYOUT, NOT INDICATING GIRDERS |
| | NOR UPLIFT LOADS? PLANS INDICATE "NEW" |
| | AWNING WINDOWS TO MATCH EXISTING 1ST FL. |
| | 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. REVIEW TIE DOWN CONNECTION |
| | PLANS INDICATE USAGE OF SIMPSON SP22 THE |
| | CATOLOG DOESN'T INDICATE THIS AS A |
| | CURRENT PRODUCT. SHOW CONTINOUS PATH OF |
| | RESITANCE FROM EXISTING BEAM. SHOW |
| | CONTINIOUS PATH ON NEW BEARING WALL @ |
| | STAIRWELL. ALSO NEW FOOTER FOR BEARING |
| | WALL? |
| | |
| | 13) SHOW STAIRWELL CONSTRUCTION, RISE & |
| | RUN 1007.3. |
| | |
| | 14)1007.8.1 WINDERS SHALL HAVE A |
| | MINIMUM TREAD DEPTH OF 6" AT THE NARROW- |
| | EST EDGE & SHALL HAVE A MINIMUM TREAD |
| | DEPTH OF 11" AT A POINT 12" FROM THE |
| | NARROW EDGE. WINDERS SHALL BE PERMITTED |
| | TO BE USED AS A COMPONENT IN MEANS OF |
| | EGRESS WITHIN A DWELLING UNIT. |
| | |
| | 15)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. |
| | |
| | 16) 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. |
| | |
| | 17)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 |
| | |
| | 18)FL BLD CODE 2309.6 ATTIC ACCESS, PRO- |
| | VIDE ATTIC ACCESS 20"X36". |
| | |
| | 19)FL BLD CODE 2405.2 HAZARDOUS LOCATION |
| | PROVIDE SAFETY GLASS FOR THIS LOCATION: |
| | MASTER BATH TUB. |
| | |
| | 20)2001 FL BLD CODE, 1005.4: |
| | PROVIDE EMERGENCY EGRESS WINDOWS IN |
| | SLEEPING ROOMS WITH A MINIMUM NET CLEAR |
| | OPENING HEIGTH OF 24" AND NET CLEAR |
| | OPENING WIDTH OF 20" AND A NET CLEAR |
| | OPENING AREA OF 5.7 SQ.FT. GROUND FLOOR |
| | OPENINGS ARE PERMITTED TO HAVE A NET |
| | CLEAR OPENING OF 5.0 SQ. FT. SILL HEIGTH |
| | SHALL NOT BE MORE THAN 44 " ABOVE THE |
| | FINISH FLOOR. INDICATE WHICH WINDOWS |
| | SHALL BE EGRESS WINDOWS. |
| | |
| | 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 |
