| Date |
Text |
| 2005-05-24 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT:05040948"STAYBRIDGE" |
| | ADD: 2200 45TH STREET |
| | CONT: PLAN REVIEW |
| | TEL: (727)639-3598 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | 1) ONCE PLANS ARE READY FOR ISSUANCE A |
| | NOC WILL BE REQUIRED.PROVIDE NOC |
| | RECORDED WITH THE CLERK OF COURT BEFORE |
| | A PERMIT CAN BE ISSUED. |
| | |
| | 2)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. |
| | |
| | 3) FL S. S. 553.71(7) " THRESHOLD |
| | BUILDING" MEANING ANY BUILDING WHICH IS |
| | GREATER THAN (3) STORIES OR 50 FT IN |
| | HEIGHT, OR WHICH HAS AN ASSEMBLY OCCUPAN |
| | CY CLASSIFICATION AS DEINED IN THE |
| | FLORIDA BUILDING CODE WHICH EXCEEDS |
| | 5,000 SQ FT IN AREA AND AN OCCUPANT |
| | CONTENT OF GREATER THAN 500 PERSONS. |
| | 105.13.1 THE ENFORCING AGENCY SHALL |
| | REQUIRE A SPECIAL INSPECTOR TO PERFORM |
| | SRUCTURAL INSPECTIONS ON A THRESHOLD |
| | BUILDING PURSUANT TO A STRUCTURAL INSPEC |
| | TION PLAN PREPARED BY THE ENGINEER OF |
| | RECORD. THE STRUCTURAL INSPECTION PLAN |
| | MUST BE SUBMITTED TO THE ENFORCING AGEN- |
| | CY PRIOR TO THE ISSUANCE OF A BUILDING |
| | PERMIT FOR THE CONSTRUCTION OF A THRESH- |
| | OLD BUILDING. THE PURPOSE OF THE SRUCTUR |
| | AL INSPECTION PLAN IS TO PROVIDE SPECIF- |
| | IC INSPECTION PROCEDURES AND SCHEDULES |
| | SO THAT THE BUILDING CAN BE ADEQUATELY |
| | INSPECTED FOR COMPLIANCE WITH THE |
| | PERMITTED DOCUMENTS. |
| | |
| | 4) WPB AMENDMENT 105.13.6. W.P.B. |
| | CONSTRUCTION SERVICES DEPARTMENT |
| | REQUEST FOR THRESHOLD BUILDINGS A |
| | SPECIAL INSPECTOR AS REQUIRED BY S. |
| | 553.79(5) FLORIDA STATUTES TO THE MIN- |
| | IMUM INSPECTIONS REQUIRED BY THIS CODE. |
| | CONTACT HAROLD PISKURA MANAGER OF THE |
| | SPECIAL INSPECTOR PROGRAM AT (561) |
| | 805-6711 FOR FURTHER INFORMATION BEFORE |
| | THE PERMIT MAY BE ISSUED. |
| | |
| | 5)W.P.B. AMENDMENT 105.13.4.4 ALL |
| | PLANS FOR THE BUILDING WHICH ARE |
| | REQUIRED TO BE SIGNED AND SEALED BY THE |
| | ARCHITECT OR ENGINEER OF RECORD CON- |
| | TAIN A STATEMENT THAT, TO THE BEST OF |
| | THE ARCHITECT'S PR ENGINEER'S KNOWLEDGE, |
| | THE PLANS AND SPECIFICATIONS COMPLY WITH |
| | THE APPLICABLE FIRE-SAFETY STANDARDS AS |
| | DETERMINED BY THE LOCAL AUTHORITY IN |
| | ACCORDANCE WITH THIS SECTION AND 633 |
| | FLORIDA STATUTE. |
| | |
| | 6) NOTE, FOR ALL PLANS, REPORTS, PRODUCT |
| | APPROVALS, SHOP DRAWINGS REVISIONS AND |
| | SUBMITTALS PROVIDE (3) COPIES OF ALL |
| | DOCUMENTS. |
| | |
| | 7) FBC 13-103.1.2 BEFORE A BUILDING |
| | PERMIT CAN BE ISSUED, THE SUBMITTED |
| | ENERGY CODE COMPLIANCE FORMS SHALL BE |
| | SIGNED BY THE BUILDING OWNER, THE |
| | OWNER'S ARCHETECT OR OTHER AUTHORIZED |
| | AGENT LEGALLY DESIGNATED BY THE OWNER. |
| | THE P.E. DID SIGN THE ENERGY FORM BUT |
| | WHEN SUBMITTED FOR PUBLIC RECORD: |
| | PLANS, SPECIFICATIONS,REPORTS OR |
| | OTHER DOCUMENTS PREPARED BY THE DESIGN |
| | PROFESSIONAL AND BEING FILED FOR PUBLIC |
| | RECORD SHALL HAVE THE SIGNATURE AND |
| | SEAL OF THE DESIGN PROFESSIONAL AFFIXED |
| | TO THE DOCUMENT. |
| | FL STATE STAT: 61G15-23.002 ENGINEERS |
| | FL ATATE STAT: 61G16.003 ARCHITECTS |
| | |
| | 8) SHEET 0.02 BUILDING DATA, TYPE V, |
| | 1 HR PROTECTED/ "SPRINKLERED". SEE TABLE |
| | 600 FOR RATING. |
| | |
| | 9) SHEET INDEX PLANS INDICATE THAT THE |
| | BUILDING IS TO BE FIRE SPRINKLERED, |
| | PROVIDE PLANS AND CALCULATIONS. |
| | 903.8.1. ANY BUILDINGS WHICH IS 3 |
| | STORIES OR MORE HEIGHT SHALL BE EQUIPPED |
| | WITH AN APPROVED AUTOMATIC SPRINKLER |
| | SYSTEM IN ACCORDANCE WITH 903.1.NOTE FOR |
| | A (4) STORY BUILDING A 13R SYSTEM CAN BE |
| | USED. |
| | |
| | 10) SHEET A0.05: |
| | A) 4.8.3 RAMPS 4.8.3 REQUIRE 44" IF |
| | PART OF A MEANS OF EGRESS. |
| | B) 4.8(2) FL. LAW TOP LANDING REQUIRES |
| | 60" AT THE TOP LANDING AND 72" CLEAR RUN |
| | FOR THE BOTTOM LANDING. |
| | C) 4.8(3) / FIGURE 17, SAME AS ABOVE |
| | REQUIRING 44" IF PART OF A MEANS OF |
| | EGRESS. |
| | |
| | 11) SHEET A0.06 FIGURE 28 THE 3RD FIGURE |
| | TO THE RIGHT, WHERE THE PLAN INDICATES |
| | THE W.C. IS 18", THIS IS AN ABSOLUTE NOT |
| | A MINIMUM. |
| | |
| | 12) SHEET A0.06 4.3.3 WIDTH SEE |
| | EXCEPTION 44" IF PART OF A MEANS OF |
| | EGRESS. |
| | |
| | 13) SHEET A0.04 NOTE, POOL, SPA ,FENCE & |
| | SIGNAGE REQUIRE A SEPERATE PERMIT. |
| | |
| | 14) SHEET A-1.06DETAIL#2PLANS INDICATE |
| | USE OF ASPHALT/ FIBERGLASS COMPOSITE |
| | ROOF SHINGLES, THE PRODUCT APPROVAL WAS |
| | TESTED UNDER PA 110 WHICH LIMITS THE USE |
| | TO A HEIGHT OF 33'. SEE LIMITATIONS 3.2. |
| | SEE A-10.09 DADE-COUNTY NOA LIMITATIONS |
| | 3.1. |
| | |
| | 15 FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | THERE ARE DETAILS FOR STO EFIS SYSTEMS |
| | BUT THE PRODUCT APPROVALS SUBMITTED ARE |
| | FOR DRYVIT, WHICH WILL BE USED. |
| | |
| | 16) THE EFIS DETAILS USED ON A6.06- |
| | A6.08 DO NOT INDICATE WHAT TYPE OF WALL |
| | SHEATHING IS TO BE USEDNOR INTERIOR |
| | FINISH MATERIAL NOR THICKNESS, TABLE 600 |
| | 1 HR RATED FOR NON-LOADBEARING WALLS. |
| | PROVIDE UL RATING. |
| | |
| | 17) A-6.08 DRAWING # 2.11,INDICATE |
| | COMPLIANCE,?1804.6.2.7.2 FOAM PLASTIC |
| | INSULATION SHALL BE PERMITTED BELOW |
| | GRADE ON FOUNDATION WALLS IN ACCORDANCE |
| | WITH ONE OF THE FOLLOWING CONDITIONS: |
| | |
| | 1. WHEN IN ADDITION TO THE REQUIREMENTS |
| | OF ?2304.1.2, AN APPROVED METHOD OF |
| | PROTECTING THE FOAM PLASTIC AND |
| | STRUCTURE FROM SUBTERRANEAN TERMITE |
| | DAMAGE IS PROVIDED. |
| | 2. WITHIN TYPES I, II AND IV |
| | CONSTRUCTION. |
| | 3. ON THE INTERIOR SIDE OF BASEMENT |
| | WALLS. |
| | |
| | 18) MISSING SHEETS S-0.01, S-0.02, S0.03 |
| | & S1.01? |
| | |
| | 19) 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. |
| | |
| | 20A) SHEET S0.03, THE SIMPLIFIED |
| | PRESSURES INDICATED IN TABLE 1606.2 CAN |
| | ONLY BE USED TO 30' WITH MULTIPLIERS TO |
| | 60'. DEPENDING ON THE POSITIVE & |
| | NEGATIVE PRESSURES REQUIRED FOR THIS |
| | BUILDING THE DRYVIT EFIS SYSTEM |
| | MAY BE LOW IN PRESSURES.THIS BUILDING |
| | HAS A MEAN ROOF HEIGHT OF 51'-0. |
| | |
| | 20B) THE ARCHITECT DOES NOT INDICATE HOW |
| | HE DESIGNED THE BUILDING (WIND)AT ALL? |
| | |
| | 20C) PLEASE INDICATE ON THE ELEVATIONS |
| | THE POSITVE & NEGATIVE PRESSURES, FOR |
| | THE WINDOWS, DOORS EFIS & ROOFING, |
| | INTERIOR ZONES AS WELL AS END ZONES. |
| | 1606.1.1. |
| | |
| | 21A) A-5.14 THE LAUNDRY CHUTE DOESN'T |
| | PROVIDE WHAT TYPE OF METAL FRAMING IS TO |
| | BE USED FOR THE CHIMNEYABOVE THE ROOF |
| | LINE. |
| | 21B) NO INFORMATION ON HURRICANE |
| | STRAPPING FOR FRAMED CHIMNEY. |
| | 21C) SHEET A5.07 DETAIL# 9 INDICATES USE |
| | OF WOOD 2X IN THE 2 HR SHAFT, AND WOOD |
| | WALL ABOVE THE ROOF LINE, IF SO PROVIDE |
| | THE UL LISTING. |
| | |
| | 22) SHEET A6.03 ELEVATOR VENTING: |
| | A)IS A CONTINUATION OF THE 2HR RATED |
| | SHAFT, TABLE 705.2.1, PROVIDE THE 2 HR |
| | SHAFTRATING THROUGH TOBUT NOT |
| | INCLUDING THE CURB MOUNTED ON THE ROOF. |
| | |
| | B) PROVIDE ANCHORING (STRAPPING) DETAILS |
| | |
| | C) INDICATE THE STRTCHER REQUIREMENTS |
| | IN ONE OF THE ELEVATORS DETAILS: |
| | ?3003.4.1 IN ALL STRUCTURES THAT ARE |
| | MORE THAN THREE STORIES HIGH OR IN |
| | WHICH THE VERTICAL DISTANCE BETWEEN |
| | THE BOTTOM TERMINAL LANDING AND THE |
| | TOP TERMINAL LANDING EXCEEDS 25 FEET |
| | (7.6 M) MUST BE CONSTRUCTED TO |
| | CONTAIN AT LEAST ONE PASSENGER |
| | ELEVATOR THAT IS OPERATIONAL AND WILL |
| | ACCOMMODATE AN AMBULANCE STRETCHER 76 |
| | INCHES (1931 MM) LONG AND 24 INCHES |
| | (610 MM) WIDE IN THE HORIZONTAL |
| | POSITION.THIS ELEVATOR SHALL BE |
| | IDENTIFIED. |
| | |
| | 23) PROVIDE DETAILS OF HOW THE EXHAUST |
| | DUCTS WILL BE VENTED TO THE ROOF. TABLE |
| | 705.1.2 REEQUIRES 2 HR RATING FOR |
| | SHAFTS. |
| | |
| | 24)) SHEETA-6.02 DETAIL 1 STAIR |
| | HANDRAILS:A) 11-4.9.4(1) HANDRAILS |
| | SHALL BE CONTINUOUS ALONG BOTH SIDES OF |
| | STAIRS. THE INSIDE HANDRAIL ON |
| | SWITCHBACK OR DOGLEG STAIRS SHALL ALWAYS |
| | BE CONTINUOUS SEE FIGURE 11-19(A) & |
| | FIGURE 11-19(B)). |
| | |
| | B) SAME SHEET DETAIL NUMBER 10: |
| | 11-4.9.4(2) AT THE BOTTOM, THE HANDRAIL |
| | SHALL CONTINUE TO SLOPE FOR A DISTANCE |
| | OF THE WIDTH OF ONE TREAD FROM THE |
| | BOTTOM RISER; THE REMAINDER OF THE |
| | EXTENSION SHALL BE HORIZONTAL (SEE |
| | FIGURE 11-19(C) AND FIGURE 11-19(D)). |
| | HANDRAIL EXTENSIONS SHALL COMPLY WITH |
| | 11-4.4. |
| | |
| | |
| | |
| | |
| | 25 A-9.06 THE DOOR SCHEDULE INDICATES |
| | ALL STAIRWELL DOORS AS 60 MIN, TABLE |
| | 705.1.2 REQUIRES 1 1/2 HR RATED DOORS |
| | FOR 2 HR RATED WALLS. |
| | |
| | 26A) SHEET A-5.15/A-5.16, THERE IS A |
| | DISCREPANCY, ONE SHEET INDICATES A FLUE |
| | THE OTHER A VENTLESS SYSTEM. |
| | B) PROVIDE THE MANUFACTURES SPEC FOR |
| | THE VENTLESS FIREPLACE:SECTION 2809 |
| | GAS APPLIANCES:GAS APPLIANCES SHALL BE |
| | INSTALLED AND VENTED IN ACCORDANCE WITH |
| | THE REQUIREMENTS OF THE FLORIDA BUILDING |
| | CODE, FUEL GAS. |
| | |
| | 27)THE PLANS APPEARS TO HAVE ALOT OF |
| | DOORS ON THE FIRST FLOOR MISSING THE 18" |
| | CLEARENCE ON THE LATCH SIDE(PULL) OF THE |
| | DOOR, PLANS RED LINED.11-4.13.6 |
| | MANEUVERING CLEARENCES AT DOORS. MINIMUM |
| | MANEUVERING CLEARENCES AT DOORS THAT ARE |
| | NOT AUTOMATIC OR POWER-ASSISTED SHALL BE |
| | AS SHOWN IN FIG. 25. THEFLOOR OR |
| | GROUND AREA WITH IN THE REQUIRED |
| | CLEARENCES SHALL BE CLEAR & LEVEL. |
| | |
| | 28) SHEET A-2.01/ A-2.02 RESTROOM# 111 & |
| | 112 ARE MISSING THE CLEAR FLOOR SPACE IN |
| | FRONT OF THE LAV, 11-4.24.5. |
| | |
| | 29)SHEET A-10.11/ A-10.12 SUBMITTED A |
| | ROOFING REPORT FOR NON STRUCTURAL METAL |
| | ROOFING. THIS REPORT PRESSURE ISGOOD |
| | FOR ONLY 52.5 PSF. THIS ROOF WILL |
| | ENCOUNTER HIGHER PRESSURES THAN THIS IN |
| | ROOF ZONES 2 AND 3. SECOND PROBLEM THE |
| | ENGINEERING SHEETS THAT TIE TO THE FL |
| | COVERSHEET FROM C-BUCK ENGINEERING WERE |
| | NEVER SUBMITTED. |
| | |
| | 30) SHEET A-10.13/ A-10.14 ARE FOR PGT |
| | HORIZONTAL SLIDERS ,THE FL COVERSHEET |
| | INDICATES THIS IS A NON-IMPACTWINDOW, |
| | SEE HIGHLIGHTED NOA# INDICATING NON- |
| | IMPACT RATING. THE SECOND ISSUE INDICATE |
| | WHICH TYPE OF GLAZING TO BE INSTALLED |
| | FOR PRESSURE RATINGS, MAY BE LOW VALUES. |
| | |
| | 31) SHEET A-10.15/ A-10.16 SUBMITTED |
| | SHEETS FOR PGT FIXED GLAZING, INDICATE |
| | WHICH GLAZING SHALL BE USED TO SEE IF |
| | THE PRESSURES ARE MET. |
| | |
| | 32)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) FIXED WINDOWS |
| | B) HORIZONTAL SLIDERS |
| | C) SWING DOORS- GLAZED |
| | D) SWING DOORS-SOLID |
| | E) MULLIONS |
| | F) LOUVERS |
| | G) EFIS SYSTEMS |
| | H) TRUSS ANCHORS |
| | I) ROOFING ASSEMBLIES |
| | 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 |
| | |
| | 33)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. |
| | |
| | 34) 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. |
| | |
| | 35) 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. |
| | |
| | 36) FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, SHEET |
| | S-101 INDICATES THAT THE FOUNDATION |
| | DESIGN IS INCOMPLETE DEPENDING ON THE |
| | SOILS REPORT? PLANS DO NOT PROVIDE |
| | INFORMATION ON CAST IN PLACE CONCRETE |
| | PILES, LOCATION, GROUT, ETC. |
| | |
| | 37) S-2.02 SECTION B PORT COCHERE |
| | INDICATES THE USE OF WOOD TRUSSES AND |
| | WOOD SHEATHING, TYPE II BUILDING, SEE |
| | TABLE 600 ROOFS & ROOF /CEILING |
| | ASSEMBLIES FOOTNOTE "E". |
| | |
| | 38) S1.04 ROOF TRUSSES: |
| | A) PROVIDE UPLIFT FOR THE ROOF FRAMING |
| | MEMBERS, DIRECTION,MAGNITUDE OF THE |
| | LOADS TO BE RESISTED.1606.1.1/ 1606.1.3, |
| | PART OF THE MAIN WIND FORCE RESISTING |
| | SYSTEM. |
| | B)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. |
| | C) 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. INCREASE IN ALLOWABLE STRESS |
| | SPECIFIED 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 (WOOD). |
| | |
| | 39) SHEET M101-105 GENERAL NOTES |
| | INDICATE "PROVIDE A CONCEALED CONDENSATE |
| | STACK WITHIN THE OUTSIDE WALL, PROVIDE |
| | ADDITIONAL INFORMATION, ?705.6 |
| | PENETRATIONS OF HORIZONTAL ASSEMBLIES. |
| | ALL PENETRATIONS OF A FLOOR, FLOOR |
| | / CEILING ASSEMBLY, OR THE CEILING |
| | MEMBRANE OF A ROOF/CEILING ASSEMBLY |
| | SHALL BE PROTECTED BY A SHAFT ENCLOSURE |
| | IN ACCORDANCE WITH 705.2 OR |
| | SHALL COMPLY WITH 705.6.1 THROUGH |
| | 705.6.4. 705.6.1 THROUGH |
| | PENETRATIONS. THROUGH-PENETRATIONS OF |
| | FIRE RATEDHORIZONTAL ASSEMBLIES SHALL |
| | COMPLY WITH 705.6.1.1 OR 705.6.1.2. |
| | |
| | 40) FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | SHEET M-301 INDICATES THE USE OF ROOFTOP |
| | MAKE UP AIR AND EXHAUST UNITS, PROVIDE |
| | THE FRAMING AND ANCHORING DETAILS. |
| | |
| | 41) SHEET A-5.06 COVERED ENTRY INDICATES |
| | THE USE OF STEEL TRUSSES AND TOUNGE AND |
| | GROOVE DECKING NO NO ADDITIONAL |
| | INFORMATION? |
| | |
| | 42)DAVID I WALLACE & ASSOCIATES, P. A., |
| | 481.219 F.S.CERTIFICATE OF |
| | AUTHORIZATION.THE TITLE BLOCK FOR ANY |
| | SHEET BEARING THE NAME OF AN ARCHITECT |
| | PRACTICING UNDER A FICTITIOUS NAME, A |
| | CORPORATION, OR A PARTNERSHIP, OFFERING |
| | ARCHITECTURAL SERVICES, SHALL INCLUDE |
| | THE CERTIFICATE OF AUTHORIZATION |
| | NUMBER.ADD THE NUMBER TO EACH SHEET. |
| | THIS MAY BE ADDED BY HAND. |
| | |
| | 43)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. |
| | |
| | 44) ADDITIONAL FEES DUE, CALCULATED |
| | VALUE FOR THIS BUILDING IS : |
| | $6,776,174.00 |
| | |
| | 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 |
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