| Date |
Text |
| 2003-01-27 00:00:00 | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 02120463 |
| | ADD:712 PARK PLACE |
| | CONT: SERRAES CONSTRUCTION |
| | TEL: (561)848-6607 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1) THE ONLY ADDRESS ON FILE FOR THIS PRO |
| | PERTY IS 712 PARK PLACE. TO RECEIVE A |
| | ADDRESS FOR THE BACK UNIT THE OWNER MUST |
| | REQUEST FOR THE ADDITIONAL ADDRESS FOR |
| | THE BACK UNIT, THEN ONCE THIS REQUEST |
| | HAS BEEN RESEARCHED THE ADDRESS WOULD |
| | BE GIVEN TO THE BACK UNIT. |
| | |
| | 2)FIGURE 1606 WIND-BORNE DEBRIS |
| | REGION; INDICATES THAT W.P.B. CITY OF IS |
| | LOCATED IN THE 140 MPH ZONE. PLANS ARE |
| | TO INDICATE THIS. |
| | |
| | 3)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. |
| | |
| | 4)1606.1.1(6) SUBJECT TO THE LIMITATIONS |
| | OF 1606.1.1.1, 1606.1.4 AND 1606.1.6, |
| | THE PROVISIONS OF THE FC &PA GUIDE TO |
| | CONCRETE MASONRY RESIDENTIAL CONSTRUC- |
| | TION IN HIGH WIND AREA SHALL BE PERMIT- |
| | TED FOR APPLICABLE CONCRETE MASONARY |
| | BUILDINGS OF A GROUP R3 OCCUPANCY FOR A |
| | WIND SPEED OF 130 MPH OR LESS IN EXPOS- |
| | URE B OR 110 MPH OR LESS IN EXPOSURE C. |
| | THE 2001 FL. CODE REQUIRES A DESIGN |
| | PROFESSIONAL ENG. OR ARCH. TO DESIGN |
| | MASONARY BUILDINGS IN A 140 MPH WINDZONE |
| | |
| | 5)PROVIDE ENERGY CALCULATIONS AND |
| | EQUIPMENT SIZING CALCULATIONS (MANUAL J) |
| | AS REQUIRED BY THE 2001 FLORIDA ENERGY |
| | EFFICIENTCY CODE FOR BUILDING CONSTRUC- |
| | TION. FORM 600B-01, ZONE SOUTH 7,8,& 9. |
| | |
| | 6) PAGE 3 INDICATES A 8"X12" CONCRETE |
| | BEAM WITH 2 # 5'S/ THE DRAWING INDICATES |
| | 4 REBARS, THE SPAN IS APPROX. 10'-0" |
| | WITH OUT ANY STIRRUPS? ACI 530 7.5.3.1 |
| | SHEAR REINFORCEMENT SHALL BE PROVIDED |
| | PARALLEL TO THE DIRECTION OF APPLIED |
| | FORCE. SPACING OF SHEAR REINFORCEMENT |
| | SHALL NOT EXCEED THE LESSER OF D/2 OR |
| | 48". |
| | |
| | 7)FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | PAGE 12 INDICATES A 2X8 NAILER(PT) TO BE |
| | FASTENED TO A MASONARY WALL, THE PLAN |
| | DOES NOT INDICATE IS THIS BLOCK, A BEAM? |
| | THE PLAN CALLS FOR TAP-INS, SIMPSON DOES |
| | NOT CALL ANY OF THERE FASTENERS BY THIS |
| | NAME, PROVIDE A MODEL NUMBER? THE SPAC- |
| | ING CALLS OUT FOR A 4'-0" SPACING? GIVE |
| | CALCULATIONS FOR THE ANCHOR TO BE USED, |
| | INDICATING THE TRIBUTARY AREA & LOADING? |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | (561)659-8096 X8412 |
