2006-02-01 00:00:00 | DENIED |
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| 1)A RECORDED COPY OF THE NOTICE OF |
| COMMENCEMENT MUST BE SUBMITTED BEFORE A |
| PERMIT CAN BE ISSUED. |
| |
| 2) THE PROPOSED PROJECT APPEARS TO |
| COMPRISE MORE THAN ONE PARCEL. PLEASE |
| SUBMIT A COPY OF THE REPLAT. |
| |
| 3) IN ORDER TO DETERMINE THE PERCENTAGE |
| OF WALL AREA ALLOWED AS OPENINGS BY FBC |
| TABLE 600, SUBMIT A SURVEY INDICATING |
| THE LOCATIONS OF THE ASSUMED PROPERTY |
| LINES BETWEEN THE BUILDINGS. |
| |
| 4) PROVIDE AN AREA CALCULATION TABLE |
| LISTING THE FLOOR AREA BREAKDOWNS BY |
| FLOOR FOR EACH UNIT AND THE TOTALS FOR |
| ALL FOUR UNITS. |
| |
| 5) THE FBC DOES NOT ALLOW HEIGHT AND |
| AREA INCREASES FOR NFPA 13R SPRINKLER |
| SYSTEMS. SEE FBC TABLE 500 FOOTNOTE (D). |
| SPECIFY THE TYPE OF SPRINKLER SYSTEM ON |
| THE PLANS. MUST BE A FULL NFPA 13 SYSTEM |
| FOR HEIGHT INCREASE. SUBMIT FIRE |
| SPRINKLER PLANS PER FBC 104.3.1.1. |
| |
| 6) FBC 2504.4.1 AND GA 216 REQUIRE WOOD |
| FURRING TO BE NOT LESS THAN 3/4" X |
| 1-1/2" ACTUAL SIZE. ALSO, THE SURFACE |
| CAN NOT VARY MORE THAN 1/8" FROM THE |
| PLANE OF ADJACENT FURRING MEMBERS. |
| DETAIL 1 ON A10.0.0 SHOWS THE FURRING |
| ATTACHED OVER 3/4" POLYSTYRENE. PLEASE |
| REVISE DETAIL TO COMPLY WITH CODE. |
| |
| 7) SPECIFY THE INSULATION THAT WILL BE |
| USED IN THE FLOOR/CEILING ASSEMBLY ABOVE |
| THE GARAGE. |
| |
| 8) THE GUTTER DOWNSPOUTS ARE REQUIRED TO |
| DISCHARGE ONE FOOT AWAY FROM THE |
| STRUCTURE PER FBC 1503.4.4. |
| |
| 9) IN THE OPTION 1 FIRST FLOOR PLAN FOR |
| UNIT C, THE PLUMBING FOR THE GUEST BATH |
| IS LOCATED IN THE ONE HOUR FIRE RATED |
| PARTITION WALL REQUIRED FOR THE GARAGE |
| SEPARATION. THIS WILL RESULT IN NUMEROUS |
| PENETRATIONS FOR DWV AND WATER SUPPLY |
| PENETRATIONS. |
| |
| 10) SHOW COMPLIANCE WITH FBC MECH. TABLE |
| 403.3 FOR REQUIRED OUTDOOR AIR |
| VENTILATION AT GARAGES OF 100 CFM PER |
| CAR. |
| |
| 11) PLEASE CLARIFY 90# MINERAL WOOL |
| SURFACE FELT. SEE NOTE #11 ON A-7.1.2 |
| AND DETAIL 18 ON A-10.0.0. |
| |
| 12) SPECIFY THE EXTERIOR FINISH AT THE |
| UNDERSIDE OF THE BAY WINDOW SHOWN ON |
| A-7.1.2. SPECIFY THE EXTERIOR SHEATHING, |
| LATH AND STUCCO. NOTE: SEE ASTM C 926 |
| FOR REQUIRED STUCCO THICKNESS. |
| |
| 13) ASTM C 926 REQUIRES 7/8" OF STUCCO |
| WHEN APPLIED VERTICALLY ON METAL PLASTER |
| BASE OVER SOLID BASE. SEE NOTE 14 AT |
| WALL SECTION 4 ON A-7.0.2. |
| |
| 14) SPECIFY THE MEAN ROOF HEIGHT OF THE |
| STRUCTURE. THIS IS THE VERTICAL DISTANCE |
| FROM FINISHED GRADE TO THE A POINT AT |
| THE AVERAGE HEIGHT OF THE ROOF. |
| |
| 15) PROVIDE A DETAIL OF THE BALCONY |
| GUARDRAILS. SPECIFY ATTACHMENTS, SPACING |
| OF INTERMEDIATE RAILS, ETC. |
| |
| 16) SPECIFY THE METHOD OF ATTACHMENT FOR |
| THE ROOF TILES. THE PRODUCT APPROVAL |
| THAT WAS SUBMITTED HAS AN ATTACHMENT |
| RESISTANCE MOMENT OF 24.5 FT-LBF FOR |
| MORTAR SET TILE. FOR 140 MPH EXPOSURE B |
| WITH 40FT MRH, THE REQUIRED MOMENT IS |
| 28.3 FT-LBF. PLEASE REVISE ROOF TILE |
| DETAILS TO COMPLY WITH CODE. |
| |
| 17) UL ASSEMBLY U 906 HAS A 2 HOUR FIRE |
| RATING NOT ONE HOUR AS SPECIFIED ON THE |
| PLANS FOR WALL TYPES IN DETAILS 2 AND 6 |
| ON A-10.00. |
| |
| 18) SPECIFY DRAFTSTOPPING IN THE ROOF |
| OVERHANGS IN LINE WITH THE TENANT |
| SEPARATION WALLS AS REQUIRED BY FBC |
| 2305.2.3. |
| |
| 19)705.7.1 JOINTS INSTALLED IN OR |
| BETWEEN FIRE RESISTANT WALLS, FIRE |
| RESISTANT FLOORS OR FLOOR/ CEILING |
| ASSEMBLIES AND FIRE RESISTANT ROOFS OR |
| ROOF/ CEILING 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 REQUIRED FIRE RESISTANCE RATING |
| OF THE WALL, FLOOR OR FLOOR IN OR |
| BETWEEN WHICH IT IS INSTALLED. SPECIFY |
| THE JOINT SYSTEM AT THE TOP OF THE |
| TENANT SEPARATION WALLS. |
| |
| 20) PROVIDE DETAILS FOR MECHANICAL DUCT |
| PENETRATIONS THROUGH FIRE RATED |
| ASSEMBLIES. |
| |
| 21) DETAIL 17 ON A-10 DOES NOT |
| CORRESPOND TO GA ASSEMBLY FC 5517 |
| SPECIFIED ON SHEET A 10.2.0. |
| |
| 22) TRUSS LAYOUT AND DRAWINGS ARE |
| REQUIRED TO BE REVIEWED AND APPROVED BY |
| THE DESIGNER OF RECORD FOR THE |
| STRUCTURE. SUBMIT 2 COPIES WITH EACH |
| PERMIT. |
| |
| 23) THE UPLIFT LOAD VALUES LISTED IN THE |
| TRUSS ANCHOR SCHEDULE ON S-3 FOR THE |
| SIMPSON HETAL 16 & 20 ARE INCORRECT.THE |
| ONE THIRD STRESS INCREASE FOR STEEL |
| CALCULATIONS IS NO LONGER ALLOWED. SEE |
| THE 2005 SIMPSON CATALOG. |
| |
| 24) THE HUGHES "USC" CONNECTORS ALSO |
| HAVE INCORRECT UPLIFT VALUES. HUGHES WAS |
| PURCHASED BY USP SEVERAL YEARS AGO AND |
| IS LONGER IN BUSINESS. SEE THE 2005 USP |
| CATALOG FOR VALUES. UPDATE THE TRUSS |
| ANCHOR SCHEDULE. |
| |
| 25) UNDER KEY NOTES/ LEGEND ON A-4.6.1 |
| AND OTHER SHEETS REFERENCE IS MADE TO |
| SHEET A-13 FOR THE WALL TYPES. HOWEVER, |
| THERE IS NO SHEET A-13. WALL TYPES ARE |
| ON A-10.0.0. |
| |
| 26) THE ENERGY CALCULATIONS CONTAIN |
| SEVERAL ERRORS. THESE ARE CONSIDERED |
| MULTIFAMILY NOT SINLE FAMILY. THE |
| ADJACENT WALL AT THE GARAGE IS METAL |
| FRAME AND THE CEILING INSULATION IS |
| SPECIFIED AS R-20 ICYENE. |
| |
| 27)PROVIDE MANUFACTURER'S SPECIFICATIONS |
| FOR THE ICYENE INSULATION. |
| |
| 28) 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. SUBMIT |
| FLORIDA COVER SHEETS FOR ALL PRODUCT |
| APPROVALS. IN ADDITION TO THE COVERSHEET |
| THE INSTALLATION INSTRUCTIONS OR PRODUCT |
| EVALUATION AS LISTED ON THE STATE |
| WEBSITE IS ALSO REQUIRED. TWO (2) COPIES |
| ARE REQUIRED. |
| |
| 29) SUBMIT STATE PRODUCT APPROVALS FOR |
| THE TRUSS CONNECTORS. |
| |
| 30) THE MIAMI-DADE NOA FOR THE SINGLE |
| HUNG WINDOWS HAS THE INFO FROM THE FIXED |
| GLASS WINDOWS ATTACHED TO THE NOA |
| COVERSHEET. |
| |
| 31) THE DESIGN PRESSURES LISTED IN THE |
| GARAGE DOOR PRODUCT APPROVALS DO NOT |
| MEET THE PRESSURES SPECIFIED ON THE |
| PLANS. SEE S-7. |
| |
| 32) SUBMIT MANUFACTURER'S SPECS. FOR THE |
| DOOR CLOSERS. |
| |
| 33) SUBMIT PRODUCT APPROVALS FOR THE |
| EXTERIOR STEEL PANEL DOOR WITH 3/4 HOUR |
| FIRE RATING. |
| |
| 34) SUBMIT PRODUCT APPROVALS FOR THE |
| 8' X 8' IMPACT RATED SLIDING GLASS |
| DOOR. |
| |
| 35) PROVIDE A ROOF SHEATHING NAILING |
| FIGURE WHICH SPECIFIES THAT THE GABLE |
| ENDS REQUIRE NAILING PER ZONE 3. |
| |
| 36) THE CALCULATED VALUE OF THE |
| STRUCTURE HAS BEEN REVISED TO |
| $911,984.00. |
| |
| ROBERT MCDOUGAL |
| BLDG. PLAN REVIEW |
| (561)805-6714 |