Date |
Text |
2005-04-08 00:00:00 | BUILDING REVIEW CHECKLIST: |
| 1- PAY IMPACT FEES TO PALM BEACH COUNTY. |
| BRING BACK STAMPED DRAWINGS AND PAID |
| RECEIPT. |
| |
| 2- NEED RECORDED NOTICE OF COMMENCEMENT. |
| |
| 3- ARCHITECT'S LOGO IS MISSING THE NAME |
| OF THE ARCHITECT SIGNING AND SELAING THE |
| PLANS AS REQUIRED BY CHAPTER 481 FLORIDA |
| STATUTES. |
| |
| 4- ARCHITECT TO PROVIDE IN DRAWINGS ALL |
| INFORMATION AS REQUIRED BY SEC. 1606.1.7 |
| FBC 2001. |
| |
| 5- SHEET A-1: A) WIND LOAD. WHERE IS |
| VELOCITY PRESSURE OF 33PSF TAKEN FROM?. |
| B) SPECIFY ROOF LIVE AND DEAD LOAD. |
| C) SPECIFY ATTIC LIVE LOAD OF 30PSF OR |
| 10PSF AS REQ'D BY TABLE 1604.1 FBC 2001. |
| D) WHAT ARE THE SHEAR (90PSI) AND |
| BENDING (1200PSI) USED FOR IN THESE WIND |
| LOAD CALCULATIONS. |
| E) CLEARLY IDENTIFY DESIGN CRITERIA |
| USED: CHAPTER 16 FBC 2001 OR ASCE 7-98 |
| AND EMPLOY CORRECT WIND LOAD ANALYSIS |
| ACCORDINGLY. |
| F) SPECIFY THE CALCULATED DESIGN |
| PRESSURES FOR ALL EXTERIOR OPENINGS FOR |
| DOORS AND WINDOWS. |
| |
| 6- SHEET A-2:A) WINDOW AND DOOR |
| STRUCTURAL BUCK DETAILS ARE FOR WOOD |
| FRAMING CONSTRUCTION. HOUSE IS CONCRETE |
| BLOCK CONSTRUCTION. REVISE AS REQ'D. AND |
| SEE SEC. 1707.4.4.2FBC 2001 FOR PROPER |
| BUCK ATTACHMENT. |
| B) PROVIDE STRUCTURAL BUCK DETAIL FOR |
| GARAGE DOOR. SECTION 104.2.1.2 CITY |
| AMENDMENTS TO FBC 2001. |
| C) SPECIFY SIZE OF SLIDING GLASS DOOR. |
| D) PROVIDE COMPLETE INFORMATION FOR |
| STAIRWELL: *RISER AND TREAD SIZE. |
| SEC.1007.3.1 (EXCEPTION #1) FBC 2001. |
| **HANDRAILS. SEE SEC. 1007.5 FBC 2001. |
| ***SPECIFY FIREBLOCKING MATERIAL AND |
| LOCATION AS REQ'D BY SEC. 2305.1.4 FBC. |
| ****SPECIFY DIMENSIONS. |
| E) FIRST FLOOR BATHROOM TO HAVE DOOR |
| THAT ALLOWS 29" MIN. CLEAR OPENING. |
| (NEED 2'-8" DOOR). SEC. 11-11 FBC 2001. |
| F) SPECIFY SAFETY GLASS AT MASTER |
| BATHROOM AND 2ND FLOOR BATHROOM. SEC. |
| 2405.2.1 FBC 2001. |
| G) DESIGN CRITERIA: *CITING WRONG CODE. |
| WE USE FLORIDA BUILDING CODE 2001. NOT |
| STANDARD BUILDING CODE. |
| **WHERE IS VELOCITY PRESURE TAKEN FROM?. |
| THIS DOESN'T APPLY. |
| H) NEED ATTIC ACCESS ABOVE GARAGE AND |
| ABOVE 2ND F. SEC. 2309.6 FBC 2001. |
| I) ENTRY DOOR TO PROVIDE 32" MIN. CLEAR |
| OPENING. TABLE 1004 FBC 2001. REVISE |
| DOOR SCHEDULE AS REQUIRED. |
| |
| 7- SHEET A-3: WRONG ORIENTATION OF |
| EXTERIOR ELEVATIONS. SEE COMMENTS. |
| |
| 8- SHEET A-4: A) PROVIDE COMPLETE |
| ENGINEERING ANALYSIS AND CALCULATIONS |
| FOR BEAM SPECIFIED ON DETAIL 3/A-4. SEC. |
| 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| B) CLARIFY HOW IS A/C DUCTWORK GOING TO |
| PASS THRU SECOND FLOOR FRAMING IF THERE |
| ARE TWO CONCRETE BEAMS BLOCKING THE WAY. |
| SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| C) PROVIDECOLUMN, BEAM AND LINTEL |
| SCHEDULE. SEC. 104.2.1.2 CITY AMENDMENTS |
| D) SPECIFY FOOTING SIZES & REINFORCEMENT |
| E) COORDINATE COLUMN DETAILS WITH |
| FOUNDATION PLANS. CHECK SIZES, ETC. |
| F) SPECIFY CONNECTORS AT THE ENDS OF |
| GIRDER TRUSS AT STAIRWELL. |
| G) CLARIFY WHY USING #2'S FOR REBAR |
| TIES. SPECIFY WHICH ASTM STANDARD IS |
| USED TO SPECIFY THIS SIZE. |
| SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| H) CLARIFY WHY SPECIFYING DOUBLE 2X4 TOP |
| CHORD IN FLOOR TRUSSES. SEC. 104.2.1.2 |
| CITY AMENDMENTS TO FBC 2001. |
| I) FOOTING DETAIL DRAWN BETWEEN LIVING |
| ROOM AND GARAGE IS WRONG. SHOW STEP. |
| J) SPECIFY CONNECTORS AT THE END OF |
| GIRDER TRUSS BY BEDROOM #4. SECTION |
| 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| K) SPECIFY FASTENERS FOR 2X6 WALL |
| LEDGER. SEC. 104.2.1.2 CITY AMENDMENTS. |
| L) SECOND FLOOR PLAN IS MISSING ALL |
| COLUMNS AND OPENING SIZES, ETC. |
| M) SPECIFY DRAFSTOPPING MATERIAL AND |
| LOCATION ON SECOND FLOOR FRAMING PLAN. |
| SEC. 2305.2.2 FBC 2001. |
| N) SEE COMMENTS ON REVIEWED SET. |
| O) SPECIFY CONNECTIONS AT THE ENDS OF |
| CONCRETE BEAMS. SEC. 104.2.1.2 CITY |
| AMENDMENTS TO FBC 2001. |
| |
| 9- SHEET A-5: A) ROOF FRAMING PLAN ABOVE |
| GARAGE NEED TO SHOW CRICKET. PROVIDE |
| DETAIL/SPECS. SEC. 104.2.1.2 CITY |
| AMENDMENTS TO FBC 2001. |
| B) PROVIDE TRUSS ANCHOR SCHEDULE AND |
| SPECIFY THE CALCULATED UPLIFT LOADS IN |
| THE ROOF FRAMING PLAN. SEC. 104.2.1.2 |
| CITY AMENDMENTS TO FBC 2001. |
| **NOTE: SEE LATEST SIMPSON CONNECTOR |
| SCHEDULE FOR PROPER NUMBER AND TYPE OF |
| NAILS TO BE USED. OTHERWISE, PROVIDE |
| COMPLETE ENGINEERING CALCS FOR NUMBER |
| AND TYPE OF NAILS THAT DIFFER FROM THOSE |
| TESTED AND PUBLISHED. |
| C) SPECIFY FASTENERS FOR METAL DROP |
| CEILING AT SECOND FLOOR. SEC. 104.2.1.2 |
| CITY AMENDMENTS TO FBC 2001. |
| D) CLEARLY SPECIFY SIZE OF BEAM BETWEEN |
| LIVING AREA AND GARAGE. SEC. 104.2.1.2 |
| CITY AMENDMENTS TO FBC 2001. |
| E) CLARIFY WHY MONOLITHIC FOOTING AT THE |
| PERIMETER OF THE HOUSE IS SHOWN WITH A |
| HIGH RECESS. WHAT'S THE PURPOSE OF IT? |
| ONLY 1 1/2" IS REQUIRED BY SECTION |
| 2111.1.9 CITY AMENDMENTS FBC 2001. |
| |
| 10- SHEET A-7: A) CONNECTOR SPECIFY FOR |
| DETAIL AT HANGER DOESN'T WORK. SEE |
| SIMPSON SCHEDULE AND REVISE AS REQ'D. |
| B) SPECIFY ROOF TILE FASTENING. SEE SEC. |
| 104.2.1.1 CITY AMENDMENTS TO FBC 2001. |
| C) UPDATE SIMPSON CONNECTORS. SEE LATEST |
| CATALOGUE FOR TYPE AND NUMBER OF NAILS. |
| D) SPECIFY NAILING FOR ROOF SHEATHING. |
| SEE TABLE 2306.1 CITY AMENDMENTS TO FBC |
| 2001. FOR NAILING AT ZONE 3. |
| E) CLARIFY WHY USING 3/16" PLYWOOD |
| SOFFIT. SEC. 104.2.1.2 CITY AMENDMENTS. |
| F) WINDOW #11 DOESN'T MATCH SIZE SHOWN |
| ON PLANS. REVISE AS REQUIRED. |
| G) DETAIL 2/A-6: WHAT'S A 2#24" DEEP |
| TRUSS?. REVISE AS REQUIRED. |
| H) WHY USING #2 REBAR TIES?. SEC. |
| 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
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| 11- PROVIDE SURVEY SHOWING HOUSE LAYOUT. |
| |
| 12- OWES $472.51 FOR UPDATED VALUATION |
| AND RADON FEES. |
| |
| 13- PROVIDE COMPLETE INFORMATION FOR |
| STORM SHUTTERS: *FLORIDA OR LOCAL |
| PRODUCT APPROVAL. **KEY PLAN AND |
| COMPLETE INSTALLATION SCHEDULE. SEE |
| SAMPLE. ***CLEARLY MARK ON SHUTTER |
| DRAWINGS SPECIFIC MOUNTING CONDITIONS |
| AND ANCHOR TYPE AND SPACING TO BE USED. |
| |
| 14- PROVIDE FLORIDA OR LOCAL PRODUCT |
| APPROVAL FOR: A) ROOF TILE. |
| B) SINGLE HUNG WINDOWS. |
| C) GARAGE DOOR. NEED COPY OF THE SAME |
| DWGS THAT WERE SUBMITTED FOR FLORIDA |
| PRODUCT APPROVAL. NEED THE ENGINEER |
| REPORT AND DRAWINGS. DADE COUNTY NOA WAS |
| NOT PRESENTED FOR THEIR APPROVAL. |
| D) SLIDING GLASS DOORS. NEED LEGIBLE |
| DRAWINGS AND ARCHITECT'S CALCULATED |
| DESIGN PRESSURES. |
| E) ENTRY DOOR. PROVIDE PRODUCT APPROVAL |
| ONLY FOR THE DOOR TO BE USED. |
| NOTE: KEEP IN MIND THAT DOOR WILL BE |
| USED FOR EGRESS. THEREFORE, SHUTTERS |
| CAN'T BE INSTALLED ON IT. |
| F) TRUSS CONNECTORS SPECIFIED ON PLANS. |
| |
| 15- ENERGY CALCULATIONS: A) OWNER/AGENT |
| TO SIGN AND DATE BOTTOM OF FORM. |
| B) COMPLETE INFORMATION ON TOP OF FORM. |
| BUILDER, PERMITTING OFFICE, PROJECT |
| ADDRESS, ETC. |
| |
| 16- SOIL TEST REPORT ASSUMPTION IS THAT |
| THE HOUSE IS A SINGLE STORY BUILDING. |
| ACTUAL BUILDING IS A TWO STORY . REVISE |
| REPORT TO MATCH ACTUAL BUILDING AND MAKE |
| PROPER FOUNDATION ASSUMPTIONS. |
| |
| 17- REVISE ADDRESS SHOWN ON PLANS. |
| CORRECT ADDRESS IS 615 39TH STREET. |
| |
| IF YOU HAVE ANY QUESTIONS, PLEASE CALL |
| JULIO GOMEZ AT (561)805-6712. |