| Date |
Text |
| 2004-12-08 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 04110183 |
| | ADD: 3900 N FLAGLER**BLDG# 1** |
| | CONT: MANHATTEN CONSTRUCTION |
| | TEL: (813)927-0209 |
| | CODE= 2001 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | |
| | 1) PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | 2) FBC* 105.3RESIDENT INSPECTOR. |
| | SUBMIT INSPECTOR RESUME' AND LICENSE |
| | DOCUMENTS TO HAROLD PISKURA, DIRECTOR |
| | OF |
| | THE RESIDENT INSPECTOR PROGRAM.A |
| | RESIDENT INSPECTOR PROGRAM IS REQUIRED, |
| | ON THIS PROJECT, DUE TO ONE OR MORE OF |
| | THE FOLLOWING: |
| | - BUILDINGS/ADDITIONS OF TYPE I OR II |
| | CONSTRUCTION |
| | - ANY MAJOR STRUCTURAL ALTERATIONS |
| | - STRUCTURES IN WHICH THE CONCRETE |
| | DESIGN IS BASED ON COMPRESSIVE |
| | STRENGTH (F'C) IN EXCESS OF 3000 PSI |
| | - PILE DRIVING |
| | - BUILDINGS OVER 20,000 SQFT IN AREA |
| | - BUILDINGS OVER 2 STORIES IN HEIGHT |
| | - BUILDING/STRUCTURES OF UNUSUAL |
| | DESIGN |
| | OR METHODS OF CONSTRUCTION |
| | |
| | 3)THE FINISHED FLOOR LEVEL SHALL BE |
| | VERIFIED BY A SIGNED AND SEALED |
| | ELEVATION CERTIFICATE. SITE IS LOCATED |
| | IN A (A5) FLOOD ZONE, THE MINIMUM |
| | FINISH |
| | SLAB MUST BE 7.5' NGVD. |
| | |
| | 4) FL BLD CODE 1804.2.2 QUESTIONABLE |
| | SOILS, WHERE THE BEARING CAPACITY IS |
| | NOT DEFINETLY KNOWN OR IS IN QUESTION. |
| | WHERE THE BEARING CAPACITY OF THE SOIL |
| | IS NOT DEFINITLY KNOWN OR IS IN |
| | QUESTION |
| | THE BUILDING OFFICIAL MAY REQUIRE |
| | EXPLOR |
| | ATIONS, TEST OR OTHER ADEQUATE PROOF AS |
| | TO THE PERMISSIBLE SAFE BEARING |
| | CAPACITY. REQUIRED TEST AND RECOMMENDA- |
| | TIONS SUBMITTED TO VERIFY BEARING CAPA- |
| | CITY SHALL BE CERTIFIED BY A GEOTECH- |
| | NICALREPORT FROM A DESIGN PROFESSIONAL |
| | PROPERLY LICENSED IN THE STATE OF |
| | FLORIDA. |
| | |
| | 5) PLANS INDICATE THE USE OF AUGER |
| | PILE, |
| | THE SOILS ENGINEER TO PROVIDE |
| | INFORMATION AS TO WHAT THEY WIL BE |
| | INSPECTING, GROUT, SPACING DEPTH ETC |
| | SEE |
| | REQUIREMENTS IN SECTION 1809.2 FOR |
| | AUGERED PILE. |
| | |
| | 6) PLANS ARE CUMBERSOME, OR UNWIELDY |
| | TRYING TO REVIEW 6 BUILDINGS IN ONE SET |
| | OF PLANS. WITH THE NUMBER OF PAGES AND |
| | DETAILS IT IS DIFFICULT TO TURN TOO, |
| | LOCATE AND REFRENCE THE VARIOUS |
| | DETAILS. |
| | THIS MAY CREATE ADDITIONALCOMMENTS |
| | THAT AREN'T ADDRESSED ON THE FIRST |
| | REVIEW, AT BEST BREAK OUT THE VARIOUS |
| | TRADES UNTIL A PERMIT SET OF PLANS IS |
| | APPROVED AND READY FOR PERMIT. |
| | |
| | 7) A202 LIST VARIOUS DOORS AS EITHER |
| | "B" OR "C" LABELED DOORS, SEE TABLE |
| | 705.1.2 THAT LIST THE DOOR RATING IN |
| | EITHER MINUTES OR HOURS. |
| | |
| | 8) TRASH CHUTE- S8-4 DETAILS AA & BB |
| | BOTH HAVE THE @ HR RATED SHAFT STOPPING |
| | SHORT OF THE PLYWOOD ROOF SHEATHING.SEE |
| | 705.2.3.4.2. |
| | |
| | 9) F101 TYPICAL FLOORS 2-4 ARE MISSING |
| | THE FIRE SPRINKLER AT THE TOPAND |
| | ALTERNATING FLOORS LEVELS AND |
| | TERMINATION ROOM. 705.2.4.6 |
| | |
| | 10) S8-6, A442 & A464 VARIOUS DETAILS |
| | INDICATE THE USE OF 5/8" EXTERIOR |
| | SHEATHING? NO MENTION AS TO MATERIAL, |
| | TYPE V BUILDING. |
| | |
| | 11) A.442 VARIOUS DETAILS INDICATE THE |
| | USE OF 6" METAL STUDS FOR EXTERIOIR |
| | FRAMING. WITHOUT THE WALL ASSEMBLY |
| | DESCRIPTION ABOVE UNABLE TO DETERMINE |
| | TABLE 2213.1A./ 2213.1B. |
| | |
| | 12)FL BLD CODE CHAP 13 ENERGY EFFICENCY |
| | PROVIDE ENERGY CALS/ W MANUAL "J" |
| | |
| | 13) FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, A106 |
| | THE ELEVATOR LOBBY DOORS ARE NOT |
| | NUMBERED NOR THE FRONT ENTRY DOORS TO |
| | THE UNIT DO NOT HAVE FIRE RATINGS SEE |
| | TABLE 705.1.2. |
| | |
| | 14) A.501 DETAILS INDICATE A 1/2" |
| | HANDRAIL SEE 1007.5.3. |
| | |
| | 15) FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, A502 |
| | INDICATES A DETAIL OF THE ELEVATOR |
| | SHAFT |
| | 3003.1.8 A METAL OR CONCRETE FLOOR |
| | SHALL |
| | BE PROVIDED AT THE TOP OF ALL |
| | HOISTWAYS. |
| | INDICATECODE COMPLIANCE, IF SO THEN |
| | PROVIDE THE DETAIL FOR THE 2 HR RATED |
| | CEILING. |
| | |
| | 16) A502 INDICATES THE ELEVATOR VENTING |
| | BUT SIZE IS NOT GIVEN PROVIDE: |
| | 3003.6.3 THE AREA OF THE VENTS SHALL |
| | BE |
| | NOT LESS THAN 3 SQ FT FOR EACH ELEVATOR |
| | CAR, WHICHEVER IS GREATER. |
| | |
| | 17) A502 PROVIDE REPORT FOR THE 2HR |
| | RATED ACCESS HATCH. |
| | |
| | 18) A503 INDICATES THE USE OF WOOD |
| | TRUSSES BUT NO INFORMATION PROVIDE FOR |
| | SOFFIT ATTIC VENTING? 2309.7. |
| | |
| | 19) 301.13.1 GROUND MOUNTED A/C UNITS: |
| | GROUND-MOUNTED UNITS FOR R3 RESIDENTIAL |
| | APPLICATIONS MAY BE ANCHORED WITH # 14 |
| | SCREWS WITH GASKETED WASHERS ACCORDING |
| | TO THE FOLLOWING: |
| | 1) FOR UNITS WITH SIDES LESS THAN 12", |
| | ONE SCREW SHALL BE USED AT EACH SIDE OF |
| | THE UNIT. |
| | 2) FOR UNITS BETWEEN 12" & 24", TWO |
| | SCREWS SHALL BE USED PER DIDE. |
| | 3) FOR UNITS BETWEEN 24" & 36", THREE |
| | SCREWS SHALL BE USED PER SIDE. |
| | 4) FOR UNITS GREATER THAN 36" OR 5 |
| | TONS |
| | ANCHORAGE SHALL BE DESIGN IN ACCORDANCE |
| | WITH 301.13. (140 MPH). |
| | |
| | 20)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. |
| | PRODUCT APPROVALS SUBMITTED WITH |
| | PERMIT APPLICATION AFTER OCTOBER 1, |
| | 2003 |
| | ARE REQUIRED TO COMPLY WITH THE FLORIDA |
| | PRODUCT APPROVAL SYSTEM. FOR |
| | INFORMATION |
| | PLEASE SEE THE STATE WEBSITE AT |
| | WWW.FLORIDABUILDING.ORG. PRODUCTS WITH |
| | STATEWIDE APPROVAL ARE REQUIRED TO BE |
| | SUBMITTED WITH A COVER SHEET THAT LISTS |
| | THE PRODUCT IDENTITY NUMBER FROM THE |
| | STATE. IF THE PRODUCT DOES NOT HAVE |
| | STATEWIDE APPROVAL, SUBMIT AN APPLICA- |
| | TION FOR LOCAL PRODUCT APPROVAL OR SITE |
| | SPECIFIC FORM PER RULE 9B-72. SEE |
| | ATTACHMENT. WWW.FLORIDABUILDING.ORG |
| | |
| | FL BLD CODE 1606.1.5: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORTS,MISSING REPORTS ARE AS |
| | FOLLOWS: |
| | A) WINDOWS FIXED & OPERTABLE |
| | B)DOORS, SWING, SLIDING AND OVERHEAD |
| | C) MULLIONS |
| | D)LOUVERS |
| | E) EXTERIOR RAILINGS |
| | F) STORM SHUTTERS |
| | G) TRUSS ANCHORS |
| | H) EXTERIOR RAILINGS |
| | I) ROOFING ASSEMBLIES/ FLAT & PITCHED |
| | ROOFS |
| | J)SOFFIT- POLYBEAD |
| | |
| | 21)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. |
| | |
| | 22) 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. |
| | |
| | 23)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. |
| | |
| | 24) 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. |
| | |
| | 25)1511.7 ROOF MOUNTED MECHANICAL UNITS |
| | 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 |
| | HEIGHT IN ACCORDANCE WITH TABLE 1511.7. |
| | MECH. 301.13 WIND RESISTANCE MECHANICAL |
| | EQUIPMENT, APPLIANCES AND SUP PORTS |
| | THAT |
| | ARE EXPOSED TO WIND SHALL BE DESIGNED |
| | AND INSTALLED TO RESIST THE WIND |
| | PRESSURES ON THE EQUIPMENT & THE |
| | SUPPORTS AS DETERMINED IN ACCORDANCE |
| | WITH THE FL BLD CODE. THIS MAY BE |
| | ACCOMP |
| | LISHED BY DESIGN OR BY APPLICATION OF |
| | SECTION 301.13.1. |
| | |
| | 26) MEAN ROOF HEIGHT IS ABOVE 35' THE |
| | WEST PALM NAILING AMENDMENTS ARE GOOD |
| | TO |
| | A ROOF HEIGHT OF 35'. |
| | ENGINEER TO PROVIDE THE ADDITIONAL |
| | NAILING FOR THE ROOF ZONES 1,2&3. |
| | |
| | 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 |
| | PROVIDE THE NAILING REQUIREMENTS FOR |
| | ZONES 1,2&3 FOR ROOF AREAS OVER 35'. |
| | |
| | 27) THE STRUCTURAL PLANS DO NOT PROVIDE |
| | A ROOF FRAMING PLAN WITH THE TRUSSES |
| | IDENTIFIED, NOR THE LOADS IDENTIFIED, |
| | UPLIFT, GRAVITY NOR F1,F2. THE ROOF |
| | TRUSSES ARE PART OF THE MAIN FORCE |
| | RESISTING SYSTEM AND SO ALL ELEMENTS OF |
| | THE TRUSS PACKAGE SYSTEM NEED TO BE |
| | ENGINEERED. SEE 1606.2.4. |
| | |
| | 28) THERE IS NO TRUSS ANCHOR SCHEDULE |
| | IDENTIFYING THE MANUFACTURER MODEL |
| | NUMBER OF ANCHOR OR VALUE THE TRUSS |
| | ANCHOR CAN BE LOADED TO. SEE |
| | 28A)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. |
| | |
| | 28B)1609.4.3 LOAD REDUCTION. |
| | WHEN STRUCTURAL EFFECTS DUE TO TWO OR |
| | MORE LOADS IN COMBINATION WITH DEAD |
| | LOAD |
| | ARE INVESTIGATED IN LOAD COMBINATIONS |
| | OF |
| | 1609.4.1 OR 1609.4.2, THE COMBINED |
| | EFFECTS DUE TO THE TWO OR LOADS MULTI- |
| | PLIED BY 0.75 PLUS EFFECTS DUE TO DEAD |
| | LOADS SHALL NOT BE LESS THAN THE |
| | EFFECTS |
| | FROM THE LOAD COMBINATION OF THE DEAD |
| | LOAD PLUS THE LOAD PRODUCING THE |
| | LARGEST |
| | EFFECTS. INCREAS IN ALLOWABLE STRESS |
| | SPE |
| | CIFIED IN THE MATERIALS SECTIONS OF |
| | THIS |
| | CODE OR A REFRENCED STANDARD SHALL NOT |
| | BE USED WITH THESE LOAD COMBINATIONS |
| | EXCEPT THAT A DURATION OF LOAD INCREASE |
| | SHALL BE PERMITTED IN ACCORDANCE WITH |
| | CHAPTER 23. |
| | 28C) THE COMMENT ON S9-1 "SEE LATEST |
| | SIMSON CATALOG FOR FASTENER |
| | REQUIREMENTS |
| | CORRESPONDING TO SIMSON CONNECTOR |
| | SPECIFIED. PLEASE EXPLAIN COMMENT. |
| | 104.2.1 W.P.B. ADMINISTRATIVE CODE |
| | DRAWINGS & SPECIFICATIONS SHALL CONTAIN |
| | INFORMATION, IN THE FORM OF NOTES OR |
| | OTHERWISE, AS TO THE QUALITY OF |
| | MATERIALS, WHERE QUALITY IS ESSENTIAL |
| | TO |
| | CONFORMITY WITH THE TECHNICAL CODES. |
| | SUCH INFORMATION SHALL BE SPECIFIC |
| | AND |
| | THE TECHNICAL CODES "SHALL NOT BE CITED |
| | AS A WHOLE OR IN PART, NOR THE TERM |
| | "LEGAL" OR ITS RQUIVALENT BE USED AS A |
| | SUBSTITUTE FOR SPECIFIC INFORMATION". |
| | |
| | 29) FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | A-451 DETAIL 4 PROVIDE THE FOLLOWING: |
| | A) ATTACHMENT OF THE FOAM BRAKET |
| | B) ATTACHMENT OF THE RIGID INSULATION |
| | |
| | BOARD |
| | C) 5/8 GYPSUM SOFFIT BOARD: ADDITIONAL |
| | |
| | INFORMATION ON PRODUCT? |
| | |
| | 30) A442 DETAIL# 8 WINDOW HEADER W/ |
| | BAHAMA SHUTTER PROVIDE ADDITIONAL |
| | INFORMATION, THE FASTENERS ARE LOCATED |
| | WITHIN 3/4" OF THE CONCRETE FACE, WILL |
| | THERE BE A REDUCTION IN LOADING FOR |
| | THIS |
| | FASTENING SYSTEM? |
| | |
| | 31) 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. |
| | |
| | 32) PROVIDE A UNITY OF TITLE FOR LOTS: |
| | 74-43-43-09-01-000-0110 |
| | 74-43-43-09-01-000-0090 |
| | TABLE 600 ISSUES MAY ARISE OTHERWISE. |
| | |
| | 33) TABLE 500 ISSUES, TYPE "V" |
| | UNPROTECTED ONLY ALLOWS 2 STORIES, TO |
| | CLAIM THE HEIGHT OF A (4) STORY BUILDING |
| | TABLE 500 FOOTNOTE "J" AND 903.2 WILL |
| | REQUIRE A FULL NFPA 13 FIRE SPRINKLER |
| | SYSTEM. THE ONLY EXCEPTION IS 503.2.2 |
| | FOR TYPE I, II |
| | OR TYPEIII. |
| | |
| | WHEN RESUBMITTING PLANS PLEASE INDICATE |
| | THE REVISION & REMOVE & REPLACE ANY |
| | PAGES AS NECESSARY. A TRANSMITTAL |
| | LETTER |
| | LISTING THE ORIGINAL REVIEW COMMENT |
| | NUM- |
| | BER, WITH A DESCRIPTION OF THE REVISION |
| | MADE, IDENTIFYING THE SHEET OR |
| | SPECIFICA |
| | TION PAGE WHERE THE CHANGES CAN BE |
| | FOUND |
| | WILL HELP TO EXPEDITE YOUR PERMIT. |
| | THANK |
| | YOU FOR YOUR ANTICIPATED COOPERATION. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
