| Date |
Text |
| 2007-12-05 11:29:58 | BUILDING REVIEW SECOND CHECKLIST: |
| | 1- NEED RECORDED NOTICE OF COMMENCEMENT AS REQUIRED BY |
| | SEC. 713.13 FLORIDA STATUTE. (REPEAT COMMENT). |
| | |
| | 2- AFTER DRAWINGS ARE REVISED, BRING THEM TO PALM BEACH |
| | COUNTY TO PAY IMPACT FEES. BRING BACK STAMPED PLANS AND |
| | COPY OF PAID RECEIPT. (REPEAT COMMENT). |
| | |
| | 3- A)REVISE GENERAL CONSTRUCTION NOTE REGARDING |
| | CONCRETE BLOCK COMPRESSIVE STRENGTH. SEE SEC. R606.4 |
| | 2004 FLORIDA RESIDENTIAL CODE AND REVISE AS REQUIRED. |
| | ***IT WAS CHANGED TO 100PSI. THIS IS INCORRECT. REVISE |
| | AS REQUIRED. |
| | |
| | B)WIND LOAD AFFIDAVIT CHART: * CLARIFY WHY |
| | INTERNAL PRESSURE COEFFICIENT IS 0. |
| | ***REVISED AFFIDAVIT STATES THAT USING SHUTTERS TO |
| | PROTECT AGAINST WIND-BORNE DEBRIS.BUILDING WAS |
| | DESIGNED AS ENCLOSED,THAT'S WHY SHUTTERS OR IMPACT |
| | GLAZING IS USED TO CONSIDERED THE BUILDING AS ENCLOSED. |
| | THERE ARE STILL INTERNAL PRESSURES TO BE CONSIDERED. |
| | SEE FIGURE 6-5 OF ASCE 7-02 AND REVISED AS REQUIRED. |
| | |
| | C) PROVIDE COMPLETE INFORMATION FOR GUARDRAIL AT |
| | REAR AREASHOWING COMPLIANCE WITH TABLE R301.5AND |
| | SEC. R312 OF 2004 FLORIDA RESIDENTIALCODE. |
| | INFORMATION SUBMITTED DOESN'T PROVIDE ALL THIS |
| | INFORMATION.MISSING INFORMATION COMPLYING WITH TABLE |
| | R301.5 AND PICKETS SPACING SO A 4" SPHERE CAN'T PASS |
| | THRU. |
| | |
| | D) PROVIDE FINISH REAR PORCH ELEVATION AND GRADE |
| | ELEVATION TO VERIFY IF GUARDRAIL ISREQUIRED. SEC. |
| | R312OF 2004 FLORIDA RESIDENTIAL CODE. SEE SURVEY FOR |
| | FINISH ELEVATIONS SHOWN. |
| | |
| | E) NUMBER OF TREADS SHOWN ON REAR PORCH PLAN DON'T |
| | MATCH NUMBER OF RISERS SPECIFIED ON PLAN. REVISE AS |
| | REQUIRED. PLAN SHOWS FOUR RISERS. |
| | |
| | 4- SHEET A3: |
| | A) PROVIDE CRAWL SPACE VENTILATION AND ACCESS.SEE |
| | SEC. R4082004 FLORIDA RESIDENTIAL CODE FOR MIN. SIZES |
| | AND LOCATION. |
| | ***INFORMATION SUBMITTED IS INCOMPLETE. PROVIDE CRAWL |
| | SPACE VENTILATION CALCULATIONS TO VERIFY THAT THE TWO |
| | PROPOSED 16"X16" OPENINGS ARE ADEQUATE. ALSO, PROVIDE |
| | ACCESS AS REQUIRED BY SEC. R408.3.SPECIFY SIZE OF |
| | OPENING TO GO FROM ONE SIDE OF THE CRAWL SPACE TO THE |
| | OTHER.INFORMATION SUBMITTED ONLY SHOWS A 16" DEEP |
| | LINTEL, BUT IT DOESN'T SPECIFY SIZE OF OPENING.IN |
| | ADDITION, STILL NEED TO PROVIDE ACCESS TO THE CRAWL |
| | SPACE FROM THE OUTSIDE OR INSIDE. SEE SEC. R312 AND |
| | REVISE AS REQUIRED. |
| | |
| | B) TYPICAL WALL SECTION:CLARIFY NOTE REGARDING |
| | FOOTING REINFORCEMENT CONCRETE COVER.3" & 2" COVER AT |
| | BOTTOM?. SEE SEC. R403 OF 2004 FLORIDA RESIDENTIAL CODE |
| | FOR MIN. COVERING REQUIRED. |
| | *** MINIMUM 3" COVERING REQUIRED IS AT BOTTOM AND SIDE |
| | ALSO. REVISE AS REQUIRED OR SPECIFY WHICH CODE SECTION |
| | STATES THAT 2" SIDE COVER IS REQUIRED. |
| | |
| | |
| | 5- SHEET A4: |
| | A) R4412IS NOT AN STANDARDTEST METHOD FOR WIND |
| | RESISTANCE OF ASPHALT SHINGLES WITH A WIND VELOCITY OF |
| | 140MPH (MINIMUM).REVISE NOTE AS REQUIRED. WHERE IS |
| | THIS INFORMATION TAKEN FROM?. |
| | |
| | 6- SHEET A5:REVISE ROOF SHEATHING NAILING SCHEDULE. |
| | SEE SEC. R803.2.3.1 2004 FLORIDA RESIDENTIAL CODE AND |
| | REVISEFASTENER SPACING AS REQUIRED FOR ROOF ZONE 3. |
| | |
| | 7- REVISEENERGY CALCULATIONS: |
| | A) THERE IS NOT CONCRETE SLAB ON GRADE. SEE PLANS |
| | AND REVISE AS REQUIRED. |
| | |
| | B)FILL IN ALLTHE INFORMATION ON TOP OF FORM. |
| | |
| | 8- ENGINEERING FIRM TO PROVIDE THE CERTIFICATE OF |
| | AUTHORIZATION NUMBER IN ALL DRAWINGS AS REQUIRED BY |
| | SEC. 61G15-23..002 OF FLORIDA ADMINISTRATIVE CODE. |
| | *** PROVIDE THE CERTIFICATE OF AUTHORIZATION NUMBER |
| | OR REMOVE THE SAGE NAME FROM THE TITLE BLOCK.OR GET |
| | FLORIDA BOARD OF PROFESSIONAL ENGINEERSAPPROVAL TO |
| | USE THE SAGE NAME. |
| | |
| | 9- SPECIFY ALL LOADS INCLUDING LIVE AND DEAD LOADS AS |
| | REQUIRED BY SEC. R301 AND TABLE R301.5OF 2004 FLORIDA |
| | RESIDENTIAL CODE. |
| | *** MISSING THE ATTIC LIVE LOAD AS REQUIRED BY TABLE |
| | R301.5 |
| | |
| | 10- PROVIDE SOIL TEST REPORT. (REPEAT COMMENT). |
| | |
| | 11- SURVEYSUBMITTED: |
| | A) MISSING REAR DECK. |
| | |
| | B) NOTE #6 DOESN'T ALLOW THIS DRAWING TO BE USED FOR |
| | CONSTRUCTION. |
| | |
| | 12- BRING DRAWINGS FOR HISTORIC APPROVAL AND STAMPING |
| | PRIOR TO SUBMITTING THEM TO THIS OFFICE. (REPEAT |
| | COMMENT). |
| | |
| | 13- PROVIDE PRODUCT APPROVAL AS REQUIRED BY RULE 9B-72 |
| | FOR: |
| | A) ALL TRUSS CONNECTORS SPECIFIED ON PLANS. (REPEAT |
| | COMMENT). |
| | |
| | B) ROOF SHINGLES. NOA 04-0820.01 SUBMITTED WAS |
| | SUPERSEDED BY DADE COUNTY. SEE ATTACHED COPY. (REPEAT |
| | COMMENT). |
| | NEED TO PROVIDE NOA THAT SUPERSEDED ABOVE ONE. |
| | |
| | 14- DESIGNER OF RECORD TO REVIEW AND APPROVE IN WRITING |
| | (NOT SIGNING AND SEALING) ALL PRODUCT APPROVALS AS |
| | REQUIRED BY SEC. 106.3.3 CITY AMENDMENTS TO FBC 2004. |
| | *** ENGINEER RESPONSE LETTER SAID THAT NOTE WAS |
| | ADDED. NO INFORMATION WAS FOUND IN THIS PACKAGE. |
| | IF SEPARATE LETTER IS PROVIDED TO SHOW REVIEW OF |
| | PRODUCT APPROVALS, THEN, PLEASEMAKE SURE CORRECT NOA |
| | NUMBERS,COMPANY NAME, SPECIFIC PRODUCT, MODEL, ETC. |
| | IS LISTED AND MATCHING PRODUCT APPROVALS SUBMITTED TO |
| | AVOID CONFLICTS OR UNNECESSARY DELAYS. |
| | |
| | |
| | JULIO GOMEZ |
| | BUILDING PLANS EXAMINER |
| | (561)805-6712 |
