| Date |
Text |
| 2001-12-14 00:00:00 | BUILDING PLAN REVIEW |
| | PLAN REVIEW # 01110409 |
| | BRIGER TRACT "D" |
| | BUILDING TYPE I |
| | |
| | FLOOR AREA: |
| | 1ST FL 15,569 SQ FT |
| | 2ND FL 15,470 SQ FT |
| | 3RD FL9,813 SQ FT |
| | LOFT 3,834 SQ FT |
| | TOTAL44,686 SQ FT |
| | |
| | NO SITE SURVEY / PLOT PLAN TO BE ABLE TO |
| | CHECK TABLE 600 ISSUES, HORIZONTAL |
| | SEPERATION, NOR ADDRESSING. WHAT IS |
| | FILED UNDER FIRE IS UNREADABLE AS TO |
| | WHAT TYPE OF BUILDINGS OR SITE FEATURES. |
| | |
| | WILL SITE ADDRESSING TAKE A WINDSOR WAY |
| | ADDRESS? OR WILL THERE BE A PRIVATE |
| | STREET NAME BE SUBMITTED? WILL TRACT"D" |
| | AND TRACT "C" HAVE THE SAME DEVELOPMENT |
| | NAME? SINCE THE PROPERTIES ARE ON (2) |
| | SEPERATE PROPERTIES THEY WILL REQUIRE |
| | 2 ADDRESSES OR WILL THERE BE A UNITY OF |
| | TITLE? |
| | |
| | 1006.2.1 EXTERIOR STAIRS: THE STAIRWAYS |
| | DEPCTED DO NOT COMPLY WITH THE DEFINI- |
| | TION OF EXTERIOR STAIRS. BREEZEWAY: A |
| | COVERED PASSAGEWAY AS BETWEEN A HOUSE/ |
| | GARAGE, OFTEN ENCLOSED ON BOTH SIDES, W/ |
| | OPEN ENDS AND A ROOF. |
| | BALCONY: A PLATFORM PROJECTING FROM THE |
| | BUILDING WITH A RAILING. |
| | PORCH: A COVERED ENTRANCE |
| | A SAMPLE PAGE OF OPEN EXTERIOR STAIRS |
| | FROM THE CODE COMMENTARY IS ATTACHED. |
| | SBC 1006.2.2 THE STAIR ARANGEMENTS DO |
| | NOT MEET THE CRITERIA OF THIS SECTION, |
| | THEY DO NOT MEET THE 1/2 THE DIAGONAL, |
| | PLUS MEETING THE 10' OPENING PROTECTIVES |
| | REQUIRED IN SBC 1006.2.4.OPENING WITHIN |
| | THE 10' HORIZONTALLY FROM EACH SIDE OF |
| | THE STAIRWAY SHALL BE EQUIPPED WITH FIX- |
| | ED 3/4 HR ASSEMBLIES. |
| | SBC TABLE 1007.1 CODE COMMENTARY INDICAT |
| | ES FOR TYPE V BUILDINGS RESIDENTIAL USE |
| | STAIRS 3 STORIES & GREATER REQUIRE NON- |
| | COMBUSTIBLE MATERIAL, SHOW COMPLIANCE |
| | WITH WOOD TRUSS FLOOR SYSTEM, STRUCTURAL |
| | DRAWINGS DO NOT INDICATE THE INTERMEDI- |
| | ATE FLOOR LANDINGS. |
| | IF STAIR & BREEZEWAY WERE ACCEPTED, THE |
| | 1 HR SEPERATION SHALL BE MAINTAINED, |
| | M2.1 /M2.32 INDICATE THE BATH EXHAUST |
| | THRU TO BREEZEWAY.1006.2.4. |
| | |
| | SHEET A.3.31-A3.34 ILLEGAL WINDER SEE |
| | SECTION 1007.8.1. |
| | |
| | SHEET A3.34/F2.12 TYPE V FULLY SPRINKLER |
| | ED BUILDING. PLANS DO NOT SHOW FIRE |
| | SPRINKLERS IN GARAGE OR BREEZEWAY INTERM |
| | EDIATE LANDINGS OR ROOF TRUSSES. |
| | CS1.01 CODE SUMMARY(E) CONSTRUCTION TYPE |
| | RESIDENTIAL FULLY SPRINKLERED.PLANS |
| | INDICATE NFPA(13R) THIS SYSTEM WILL NOT |
| | ALLOW FOR THE HEIGTH MODIFICATION IN |
| | TABLE 500,FOOTNOTE "H".903.2 REQUIREMENT |
| | CITY OF RALIEGH, PLEASE CORRECT. |
| | |
| | SHEET M2.31/ M2.32 NOTE#5 INDICATES A |
| | RATED CHASE FOR REFRIGARANT LINES & CON- |
| | DENSATE LINES? SEC 705.2.2 SHAFT ENCLOS- |
| | URES, GIVE UL OR GYPSUM ASSEMBLY NUMBER. |
| | |
| | MEZZANINE SECTION 503.2.3: |
| | TYPE I BUILD : OK |
| | TYPE II BUILD: |
| | BALCONY SQ FT OVER |
| | SOLARIUM SQ FT OVER |
| | TYPE III BUILD: |
| | BALCONY SQ FT OVER |
| | SOLARIUM SQ FT OVER |
| | |
| | SHEET A-5.33 DRAFTSTOPPING REQ. 2305.2.2 |
| | (2) FL/CEIL ASSEMBLY GARAGE / 2ND FL. |
| | A3.3.4 BLOCK DOES NOT EXTEND ABOVE THE |
| | FLOOR TRUSSES AT ENTRY HALL? STOREROOMS? |
| | |
| | SHEET S1.11 FASTENING SUBSTITUTION FAST- |
| | ENING SCHEDULE: STATES THAT THE NAILING |
| | FASTENERS PATERNS FOR SUBSTITUTE FASTEN- |
| | ERS SHALL USE THE SAME SCHEDULE CONVER- |
| | SION CHART FOR "ALLOWABLE LOADS ADJUST- |
| | MENT FACTORS" NOT THE SAME TENSION LOADS |
| | SEE MANUFACTURES LOAD CHARTS. |
| | |
| | SHEET S3.13 DETAIL #12 INDICATES USE OF |
| | COLUMN TO WOOD POST, WHERE IS THIS TO BE |
| | USED? |
| | |
| | ROOF SHEATHING SCHEDULE SBC TABLE 2306.1 |
| | (COUNTY AMENDMENTS) ARE GOOD TO A HEIGTH |
| | OF 35'. ENGINEER SHALL INDICATE NAILING |
| | SCHEDULE FOR ABOVE 35'. |
| | |
| | SHEET S2.35 ROOF FRAMING PLAN INDICATE |
| | THE MAGNITUDE OF LOADS TO BE RESISTED, |
| | VERTICAL, HORIZONTAL & GRAVITY AND THE |
| | TYPE OF FASTENER REQUIRED FOR EACH AREA. |
| | |
| | SBC 1606.2.6.2 COMPONENTS & CLADDING |
| | DOOR & WINDOW BUCK ATTACHMENTS : NOT |
| | FOUND IN STRUCTURAL SHEETS. |
| | GLAZED OPENINGS REQUIRE LARGE MISSLE |
| | IMPACT RESISTANCE TESTING: SEE CITY |
| | POLICY AS TO REQUIREMENTS FOR LARGE |
| | COMPLEXES, COPY ATTACHED. (3 COPIES |
| | OF PRODUCT APPROVAL SHALL BE REQUIRED |
| | FOR EACH TYPE OF OPENING) |
| | ROOFING : ROOFING ASSEMBLIES SHALL ALSO |
| | REQURIE PRODUCT TESTING REPORTS FOR |
| | WIND ZONE 110. |
| | MULLIONS SHALL REQUIRE PRODUCT TESTING |
| | IF GLAZED UNIT WASN'T TESTED W/ MULLION |
| | DADE COUNTY OR SBCCI REPORTS ARE |
| | ACCEPTED. |
| | |
| | THIS PROJECT SHALL QUALIFY FOR A |
| | RESIDENT INSPECTOR. THE INSPETOR SHALL |
| | MEET WITH ASSISTANT BUILD DON NEELY |
| | TO REGISTER BEFOR ISSUANCE OF PERMIT. |
| | |
| | COUNTY IMPACT FEES SHALL BE PAID BY THE |
| | CONTRACTOR, CONTRACTOR SHALL SUBMIT |
| | PLANS TO THE COUNTY FOR IMPACT FEE |
| | ASSESSMENT. |
| | |
| | AT TIME OF ISSUANCE CONTRACTOR WILL PAY |
| | RADON FEES. |
| | |
| | PLANS ARE TO STATE CLEARLY ON ELEVATIONS |
| | THE APPROPRIATE WIND PRESSURES FOR |
| | DOORS AND WINDOWS,INCLUDING END ZONES. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | (561)659-8096 X8412 |
