| 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. |
| | |
| | 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. |
