| Date |
Text |
| 2004-06-02 00:00:00 | BUILDING REVIEW CHECKLIST: |
| | 1-NEED TO PAY IMPACT FEES TO PALM BEACH |
| | COUNTY. BRING BACK DWGS WITH COUNTY |
| | STAMP AND PAID RECEIPT. |
| | 2-NEED RECORDED NOTICE OF COMMENCEMENT. |
| | 3-DESIGN CERTIFICATION FOR BUILDING CODE |
| | COMPLIANCE FORM IS TOO OLD. BESIDES, |
| | THIS FORM IS NOT REQUIRED. SEE SECTION |
| | 1606.1.7 FBC 2001 FOR ALL 5 ITEMS TO |
| | BE INCLUDED IN DRAWINGS. REVISE SHEETS |
| | A1, S3 AND S7 TO INCLUDE ALL 5 ITEMS. |
| | 4-NEED TO ADD THE ATTIC LIVE LOAD TO THE |
| | DESIGN CRITERIA AS REQUIRED BY TABLE |
| | 1604.1 FBC 2001. |
| | 5-PROVIDE 2 COPIES OF SOIL TEST REPORT |
| | WITH CORRECT ADDRESS & WITH ENGINEER'S |
| | ORIGINAL SEAL AND SIGNATURE AS REQ'D |
| | BY CHAPTER 471 FLORIDA STATUTES WHEN |
| | SUBMITTING INFORMATION FOR PUBLIC |
| | RECORDS. |
| | 6-REVISE HEIGHT OF PRIVACY WALL TO MEET |
| | ZONING STANDARDS. REMEMBER THAT SEPA- |
| | RATE PERMIT IS REQUIRED FOR THIS WALL. |
| | 7-SHEET A1: A)NOTE #5. DESIGNER NEEDS TO |
| | SPECIFY CONNECTORS. DO NOT CITE AS PER |
| | CODE. SEC. 104.2.1 CITY AMENDMENTS TO |
| | FBC 2001. |
| | B)UPDATE NOTE #5: SEE CHAPTER 13 OF FBC |
| | 2001 FOR CORRECT CODE SECTION. |
| | 8-PROVIDE COMPLETE INFORMATION FOR |
| | ELEVATOR AS REQ'D BY SECTION 3001.1.1 |
| | FBC 2001 OR PROVIDE ALL INFORMATION |
| | UNDER A SEPARATE PERMIT. |
| | 9-SHEET A2: A)PROVIDE ATTIC ACCESS AT |
| | GARAGE AREA. SEC. 2309.6 FBC 2001. |
| | B)A FLIGHT OF STAIRS SHALL NOT HAVE A |
| | VERTICAL RISE OF MORE THAN 12FT BET. |
| | FLOORS OR LANDINGS. SEC. 1007.4.1 FBC. |
| | REVISE STAIRS AS REQUIRED. |
| | C)SPECIFY HOW IS THE 5/8" CEMENT BOARD |
| | ATTACHED TO 2X4'S. SPECIFY FASTENER & |
| | SPACING. SEC 104.2.1.2 CITY AMENDMENTS |
| | TO FBC 2001. |
| | D)PROVIDE SMOKE DETECTOR AT FIRST FLOOR |
| | BY THE STAIRWAY AS REQUIRED BY SECTION |
| | 905.2.2 FBC 2001. |
| | 10-SHEET A4: A)2ND FLOOR ROOF PROFILE |
| | DON'T MATCH 2ND FLOOR ROOF FRAMING |
| | PLAN ON SHEET S3. REVISE/CLARIFY. |
| | SEC. 104.2.1.2 CITY AMENDMENTS TO FBC |
| | 11-SHEET A5:A)PROVIDE MANUFACTURER SPECS |
| | FOR CEMENT BOARD. |
| | B)ROOF SHEATHING NOTE: REVISE FASTENER |
| | FOR ROOF ZONE 3. SEE TABLE 2306.1 CITY |
| | AMENDMENTS TO FBC. |
| | **ALSO, SEE FIGURE 1606.2(C) ON FBC 2001 |
| | FOR LOCATION OF ZONE 3. |
| | C)SPECIFY SPECIFIC TILE STYLE USED TO |
| | PROPERLY CHECK PRODUCT APPROVAL. |
| | 12-SHEET A7: A)PROVIDE SHOP DRAWINGS FOR |
| | BALCONIES GUARDRAILS. |
| | B)PROVIDE CALCS FOR GARAGE STRUCTURAL |
| | BUCK FASTENERS USED TO RESIST CALCULA- |
| | TED DESIGN PRESSURES. SEE PRODUCT |
| | APPROVAL FOR DOOR THAT MEET DESIGN |
| | PRESSURES CALCULATED AND CHECK RECO- |
| | MMENDATIONS FOR BUCK FASTENING. SEC. |
| | 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| | C)REVISE STAIR & ELEVATOR SECTION TO |
| | MATCH FOOTING SHOWN ON FOUNDATION PLAN |
| | AND SHOW ALL TIE BEAMS. SEC. 104.2.1.2 |
| | CITY AMENDMENTS TO FBC 2001. |
| | D)REVISE/CLARIFY SIZE OF ROOF TO MATCH |
| | SIZE SPECIFIED ON STRUCTURAL PLANS. |
| | 13-ARCHITECT TO PROVIDE ALL INFORMATION |
| | AS REQUIRED BY CHAPTER 481 FLORIDA |
| | STATUTES WHEN SUBMITTING INFORMATION |
| | FOR PUBLIC RECORDS. SEE COPY OF SEC. |
| | 61G1-16004 FOR TITLE BLOCK INFORMATION |
| | **ENGINEER TO PROVIDE ALL INFORMATION |
| | AS WELL AS REQUIRED BY CHAPTER 471 FL. |
| | STATUTES. SEE ATTACHED COPY OF SECTION |
| | 61G15-23002 OF ADMINISTRATIVE CODE. |
| | EB #8613 IS NOT REGISTERED W/ FLORIDA |
| | BOARD OF PROFESSIONAL ENGINEERS. |
| | 14-SHEET S1: A)PROVIDE SECTION/DETAIL AT |
| | STEEL COLUMNS. SHOW TOP AND BOTTOM |
| | CONNECTORS AND EMBEDMENT OF CONCRETE |
| | PAD IN SOIL TO RESIST UPLIFT @ FRONT |
| | AND REAR PORCH COLUMNS. SECTION |
| | 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| | B)CLARIFY FOOTING SCHEDULE: TABLE SAYS |
| | WF30 AND MEASURES 36". BUT FOUNDATION |
| | PLAN CALLS FOR WF36. REVISE AS REQ'D. |
| | C)SECTION DETAIL NUMBER AND SHEET KEYED |
| | ON PLANS TO MATCH NUMBER AND SHEET |
| | NUMBER SUBMITTED ON THIS SET. |
| | D)CLARIFY HOW ARE INTERIOR MASONRY WALLS |
| | REINFORCED. NOTE REGARDING #5 REINFOR- |
| | CEMENT APPLIES ONLY TO PERIMENTER |
| | WALLS. SEC. 104.2.1.2 CITY AMENDMENTS. |
| | 15-SHEET S2:A)PROVIDE UPLIFT CALCS ON |
| | ROOF FRAMING PLAN. SEC. 104.2.1.2 |
| | CITY AMENDMENTS TO FBC 2001. |
| | B)REVISE SPACING FOR ROOF SHEATHING |
| | FASTENER SPACING. SEE TABLE 2306.1 OF |
| | CITY AMENDMENTS TO FBC 2001 AND SEE |
| | FIGURE 1606.2(C) FBC 2001 FOR ZONE 3 |
| | LOCATIONS. |
| | C)BEAM SCHEDULE: *BEAM B2 (ARCH BEAM) |
| | DOESN'T MATCH EXTERIOR ELEVATIONS. |
| | CLARIFY/REVISE AS REQUIRED. |
| | D)PROVIDE LINTEL SCHEDULE. SECTION |
| | 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| | **CLARIFY WHICH LINTELS ARE PRECAST AND |
| | WHICH ONES ARE PRESTRESED AS SPECIFIED |
| | ON NOTES AT BOTTOM OF BEAM SCHEDULE. |
| | E)CLARIFY HOW ARE TB-1 AND B1 INSTALLED |
| | BY THE DINING AREA IF THEY ARE AT |
| | DIFFERENT HEIGHTS. SEC. 104.2.1.2 CITY |
| | AMENDMENTS TO FBC 2001. |
| | F)WHAT ARE THE BOXES FOR SHOWN BY POWDER |
| | ROOM AND AT FAMILY BREAKFAST AREA? |
| | G)PROVIDE COMPLETE SPECS FOR I BEAM BY |
| | LAUNDRY AREA. SPECIFY CONNECTORS. ETC. |
| | SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| | **PLAN CALLS FOR TB-1? REVISE AS REQ'D. |
| | H)SPECIFY/SHOW TIE BEAMS AT ELEVATOR |
| | SHAFT AREA. SEC 104.2.1.2 CITY AMENDM. |
| | I)CLARIFY HOW ARE H.C. PRECAST PLANKS |
| | SUPPORTED ON CONCRETE BLOCK WALLS IF |
| | INTERIOR WALLS ARE LOWER THAN BOTTOM |
| | OF PLANKS. SEC. 104.2.1.2 CITY AMENDM. |
| | J)PROVIDE COMPLETE SHOP DRAWINGS, SPECS |
| | FOR H.C. CONCRETE PLANK FLOOR SYSTEM. |
| | SHOW ALL CONNECTIONS, ETC. SECTION |
| | 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| | 16-SHEET S3: A)PROVIDE UPLIFT CALCS AND |
| | TRUSS ANCHOR SCHEDULE. SEC. 104.2.1.2 |
| | CITY AMENDMENTS TO FBC 2001. |
| | B)ADD 30PSF OR 10PSF ATTIC LIVE LOAD AS |
| | REQUIRED BY TABLE 1604.1 FBC 2001. |
| | C)NOTE #5 CALLS FOR WIND LOAD TABLES ON |
| | SHEET S4. THERE ARE NONE. CLARIFY. |
| | D)MISSING ELEVATOR SHAFT. ALSO, SPECIFY |
| | TIE BEAM AT ELEVATOR SHAFT. SECTION |
| | 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| | E)ROOF LAYOUT DOESN'T MATCH EXTERIOR |
| | ELEVATIONS. REVISE AS REQUIRED. |
| | F)REVISE FASTENER TYPE & SPACING FOR |
| | SHEATHING AT END ZONES. SEE TABLE |
| | 2306.1 CITY AMENDMENTS TO FBC 2001 AND |
| | FIGURE 1606.2(C)FBC 2001. |
| | 17-A)SHEET S4: A)REVISE TRUSS CONNECTOR. |
| | SEE 2004 SIMPSON CATALOGUE FOR REVISED |
| | CONNECTOR LOADS AS REQUIRED BY SECTION |
| | 1609.4.3 FBC 2001. PROVIDE COMPLETE |
| | ENGINEERING CALCS AND ANALYSIS FOR |
| | NUMBER AND TYPE OF FASTENER USED THAT |
| | ARE DIFFERENT FROM THOSE PUBLISHED ON |
| | SIMPSON CATALOGUE. |
| | B)SECTION 2/S4: CLARIFY HOW ARE 2-1/2" |
| | TROUGH BOLTS INSTALLED ON 8"H.C. PLANK |
| | SEC. 104.2.1.2 CITY AMENDMENTS TO FBC |
| | C)CLARIFY IF BRACING OF MASONRY WALL W/ |
| | STEEL ANGLE APPLIES TO BRACING OF ALL |
| | INTERIOR WALLS. SPECIFY ON PLANS. SEC. |
| | 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| | D)SPECIFY ON SECTION THE REQUIRED EMBED- |
| | MENT OF FOOTING INTO THE SOIL. SECTION |
| | 104.2.1.2 CITY AMENDMENTS TO FBC 2001 |
| | 18-SHEET S5: A)REVISE TRUSS CONNECTOR |
| | FASTENER TYPE AND NUMBER TO BE USED TO |
| | MATCH 2004 SIMPSON CATALOGUE. SECTION |
| | 1609.4.3 FBC 2001. |
| | B)SPECIFY DEPTH OF FOOTING IN RELATION |
| | TO THE FINISH GRADE. SEC. 104.2.1.2 |
| | CITY AMENDMENTS TO FBC 2001. |
| | C)SECTION 4/S5:*SPECIFY SIZE OF I BEAM. |
| | **SPECIFY BRACING FOR GARAGE WALL. |
| | 19-SHEET S6: A)SECTION 5/S6: *REVISE |
| | FOOTING TO MATCH FOOTING SHOWN ON FOUN |
| | DATION PLAN. |
| | **SHOW/SPECIFY ALL TIE BEAMS. SECTION |
| | 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| | B)REVISE TRUSS CONNECTOR TO MATCH 2004 |
| | SIMPSON CATALOGUE. SEC. 1606.9.4.3 FBC |
| | 20-SHEET S7: A)PROVIDE ONLY THE DETAILS |
| | THAT APPLY TO THIS PROJECT AND MAKE |
| | SURE DETAILS PROVIDE ALL INFORMATION |
| | SUCH AS SIZES, ETC. SEC. 104.2.1.2 |
| | CITY AMENDMENTS TO FBC 2001. |
| | B)REVISE TRUSS CONNECTOR. SEE COMMENTS |
| | ABOVE. |
| | 21-PROVIDE COMPLETE DRAWINGS AND SPECS |
| | FOR CONCRETE STAIRS. SECTION 104.2.1.2 |
| | CITY AMENDMENTS TO FBC 2001. |
| | 22-PROVIDEPRODUCT APPROVAL FOR: |
| | A)FRENCH DOORS WITH TRANSOM ABOVE SINGLE |
| | ASSEMBLY AS SHOWN ON PLANS. |
| | B)ALL STRUCTURAL CONNECTORS. |
| | C)GARAGE DOORS THAT MEET THE DESIGN |
| | PRESSURES CALCULATED ON PLANS. NEED |
| | COMPLETE EVALUATION REPORT AND LEGIBLE |
| | DRAWINGS. |
| | D)CASEMENT WINDOWS. NEED WINDOWS THAT |
| | MEET THE DESIGN PRESSURES CALCULATED |
| | ON DRAWINGS. |
| | E)FIXED WINDOWS: NEED DADE COUNTY NOA |
| | REPORT AND DRAWINGS THAT MATCH NOA |
| | SPECIFIED ON FLORIDA PRODUCT APPROVAL |
| | COVER PAGE. |
| | F)MULLIONS: CLEARLY INDICATE ON DWGS |
| | SPECIFIC COMPONENTS TO BE USED:MULLION |
| | SIZE AND FASTENERS. ALSO, CHECK DESIGN |
| | PRESSURES SHOWN ON PLANS. |
| | G)ROOF TILE: NEED COMPLETE SBCCI REPORT |
| | AND DRAWINGS AND INDICATE SPECIFIC |
| | TILE STYLE AND FASTENING METHOD. CHECK |
| | PLANS FOR SPECIFICATIONS. |
| | 23-ENERGY CALCULATIONS: A)MISSING INFO. |
| | FOR ADJACENT WALL. |
| | B)OWNER/AGENT TO SIGN AND DATE BOTTOM OF |
| | FORM. |
| | C)REVISE ORIENTATION OF OPENINGS TO |
| | MATCH ACTUAL HOUSE ORIENTATION. |
| | D)CLARIFY WHY THERE IS NOT OVERHANG |
| | LENGTH AND HEIGHT SPECIFIED. |
| | 24-PROVIDE COMPLETE STRUCTURAL DETAILS |
| | FOR ARCHED OPENINGS. SEC. 104.2.1.2 |
| | CITY AMENDMENTS TO FBC 2001. |
| | 25-PROVIDE COMPLETE STRUCTURAL DETAILS |
| | AND SPECS FOR SUSPENDED CEILING AT |
| | 1ST FLOOR. SHOW HOW IS 5/8" DRYWALL |
| | SUPPORTED. SEC. 104.2.1.2 CITY AMENDM. |
| | 26-OWES $1041.41 FOR UPDATED VALUATION |
| | AND RADON FEES. |
| | |
| | IF YOU HAVE ANY QUESTIONS, PLEASE CALL |
| | JULIO GOMEZ AT 805-6712. |
