| Date |
Text |
| 2001-03-17 00:00:00 | SAN MARINO APARTMENT COMPLEX |
| | AT BEAR LAKES |
| | 4330 N MILITARY TRAIL |
| | PLAN REVIEW |
| | ARCHITECT: MOURIZ SALAZAR |
| | PHONE- (305) 273-9911 |
| | FAZ-(305) 273-9424 |
| | PROJECT MANAGER: EDDIE PEREZ |
| | |
| | THE FIRST COMMEENTS WILL BE GENERIC COM- |
| | MENTS THAT MAY PRETAIN TO THE PROJECT OR |
| | TO ALL THE BUILDINGS IN THE PROJECT. |
| | |
| | 1)- 104.2.2 ADMINISTRATIVE CODE: A |
| | SURVEY WILL BE REQUIRED FOR THE PROJECT. |
| | THE CITY IS DETERMINING THE SITE ADDRESS |
| | ONE OF THE QUESTIONS WE ASKED MR. PEREZ |
| | IS IF THIS PROJECT HAS ACTUAL FRONTAGE |
| | ON MILITARY TRAIL? MR. PEREZ STATED THAT |
| | THERE IS A SECOND PHASE THAT WILL TAKE |
| | PLACE IN PARCEL"K". THIS SECOND PARCEL |
| | WILL IT HAVE THE SAME APARTMENT COMPLEX |
| | NAME, PARCEL CONTROL NUMBER, AND WILL |
| | THE BUILDING SEQUENCE NUMBERING SYSTEM |
| | BE A CONTINUATION OF THE PRESENT SYSTEM? |
| | THERE IS ALSO A NEW SIDE STREET THAT |
| | WILL BE CUT IN, WILL THIS BE A PRIVATE |
| | STREET OR WILL THIS BE A ACTUAL CITY |
| | STREET & WOULD YOUR CLIANT PREFER THE |
| | ADDRESS BE OFF OF THIS SIDE STREET? |
| | |
| | 2)- THE SITE PARCEL"I" IS PARTIALLY |
| | LOCATED IN A "A-8" FLOOD ZONE WITH THE |
| | BASE FLOOD ELEVATION LOCATED AT 16'-0". |
| | THE CITY CODE REQUIRES THAT ALL RESIDENT |
| | IAL CONSTRUCTION SHALL HAVE THELOWEST |
| | FLOOR LEVEL 6" ABOVE THE BASE FLOOD ELEV |
| | ATION,FOR NONRESIDENTIAL CONSTRUCTION, |
| | SHALL HAVE EITHER HAVE THE LOWEST FLOOR |
| | ELEVATED 6" ABOVE THE BASE FLOOD ELEVA- |
| | TION OR, TOGETHER WITH ATTENDANT UTILITY |
| | & SANITARY FACILITIES, BE FLOODPROOFED |
| | SO THAT BELOW 6" ABOVE THE FLOOD BASE |
| | LEVEL THE STRUCTURE IS WATERTIGHT, WITH |
| | WALLS SUBSTANTIALLY IMPERMEABLE TO THE |
| | PASSAGE OF WATER AND WITH THE STRUCTURE |
| | COMPONENTS HAVING THE CAPACITY OF RESIST |
| | ING HYDROSTATIC & HYDRODYNAMIC LOADS AND |
| | THE EFFECTS OF BUOYANCY. A REGISTERED |
| | PROFESSIONAL ENGINEER OR ARCHITECT SHALL |
| | CERTIFY THAT THE STANDARDS OF THIS SUB- |
| | SECTION ARE SATISFIED. SUCH CERTIFICA- |
| | TION SHALL BE PROVIDED TO THE CITY ENGIN |
| | EER. |
| | |
| | 3)- THIS PROJECT QUALIFIES TO COMPLY |
| | WITH THE PROVISIONS OF SECTION 105.3, |
| | RESIDENT INSPECTOR, THE CITY OF WEST |
| | PALM BEACH 1997 COUNTYWIDE ADMINISTRA- |
| | TION CODE & CHAPTER 468,PART XII |
| | FLORIDA STATUTE.TO REGISTER CONTACT |
| | ASSISTANT BUILDING OFFICIAL DON NEELY |
| | BEFORE THE PERMIT CAN BE ISSUED. |
| | |
| | 4)- 1804.2.7 COUNTYWIDE AMENDMENTS: |
| | SOIL TEST, INFORMATION REQUIRED AND THE |
| | FREQUENCY OF TESTING REQUIRED. SEE |
| | ATTACHMENT. |
| | |
| | 5)- SBC 1606.2.6.2 COMPONENTS & CLADDING |
| | A): INCICATE POSITIVE & NEGITIVE WIND |
| | PRESSURES (INCLUDING END ZONES) |
| | FOR ALL GLAZED OPENINGS, DOORS AS |
| | WELL AS GARAGE DOORS. |
| | B): SBC 1704 EXTERIOR WINDOW & DOOR |
| | ASSEMBLIES: TEST REPORTS ARE TO IN- |
| | DICATE THE WINDOWS PRESSURE IS TEST |
| | ED FOR A PERIOD OF TIME, A 10 SEC- |
| | OND PERIOD AT A LOAD EQUAL TO 1.5 |
| | TIMES THE DESIGN PRESSURE. SBCCI |
| | REPORTS AND DADE COUNTY REPORTS ARE |
| | ACCEPTED. ALL PRODUCTS SHALL BEAR |
| | THE LABEL VERIFYING CERTIFICATION |
| | & INDICATING THE DESIGN PRESSURE |
| | RATING. |
| | C): 1606.4/1707.4.1 COUNTYWIDE AMEND. |
| | GLAZED OPENINGS REQUIRE LARGE MIS- |
| | SLE IMPACT RESISTANCE TESTING, SEE |
| | COPY OF POLICY & PROCEDURE FOR |
| | IMPLEMENTATION OF HURRICANE MISSLE |
| | IMPACT PROTECTION STANDARDS.NOTE # |
| | 14 IN REGARDS TO LARGE OR MULTI- |
| | STORY PROJECTS. |
| | D): ROOF COVERINGS 1503.3.2 ROOF COVER- |
| | INGS AND SYSTEMS SHALL BE DESIGNED |
| | TO WITHSTAND WINDLOADS PRESCRIBED |
| | IN CHAP. 16/ 110 MPH WINDZONE. |
| | 1707.5 TESTING FOR CLAY/ CEMENT |
| | TILE, SBCCI OR DADE COUNTY ACCEPT- |
| | ANCE REPORT ARE ACCEPTED. |
| | |
| | 6)- FAIR HOUSING ACT: CHAP.6- THE PLANS |
| | FOR BACKING FOR THE REAR WALL INDICATES |
| | BACKING TO BE PLACED A MAX.32" WHICH IS |
| | THE MINIMUM, THE PLANS ARE MISSING BACK- |
| | ING BEHIND THE WATER CLOSETS AS DEPICTED |
| | FOR NO SIDE WALLS ADJACENT TO THE WATER |
| | CLOSET. THE PLANS INDICATE A 1/2" RISE |
| | AT ALL ENTRY DOORS BUT THE QUALIFIER |
| | A 2/1 RATIO FOR CHANGE OF GRADE SHOULD |
| | BE ADDED. SEE ATTACHMENTS. |
| | |
| | 7)- 104.2.2 ADDITIONAL INFO: WILL THE |
| | ROOF BE INSTALLED WITH 19/32" PLYWOOD OR |
| | WILL 5/8" PLYWOOD BE USED AS THE PLANS |
| | INDICATE? |
| | |
| | |
| | CLUBHOUSE |
| | 1)- SHEET CH-7 UNDER GENERAL NOTES #8 IN |
| | DICATE PRE-FABRICATED TRUSSES -WIND |
| | UPLIFT: CORRECT TO: COMPUTED TO THE |
| | STANDARD BUILDING CODE, ASCE 7-95. |
| | |
| | 2)- FRONT ENTRY HAS NO RAMPAGE FOR HANDI |
| | CAPPED INDIVIDUALS, FAIR HOUSING ACT, |
| | FL. ACCESIBILITY CODES. |
| | |
| | 3)-DISCREPANCY: SHEET CH3 REAR ELEVATION |
| | THE COVERED WALKWAY ADJACENT TO THE |
| | EXERCISE ROOM, VISUALLY INDICATES STAIRS |
| | WHILE THERE IS A NOTE "RAMP", SHEET CH-4 |
| | ALSO DEPICTS STAIRS, PO-1 ALSO DEPICTS |
| | STAIRSWITH A NOTE "RAMP". |
| | |
| | 4)- SHEET CH-5 SEC-B: |
| | A): DEPICTS A DROPPED CEILING ATTACHED |
| | TO 6" STEEL FURRING ATTACHED TO THE |
| | BOTTOM OF THE TRUSSES, WHAT TYPE OF |
| | FASTENER WILL BE USED TO TRANSFER |
| | THE CEILING LOADS TO THE TRUSSES? |
| | B): THIS SAME DETAIL DEPICTS A PLEXI- |
| | GLASS PANEL WALL & 12'-0+" WALL |
| | ABOVE, HOW IS THIS SUPPORTED? |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | (561) 659-8096 EX 8412 |
