| Date |
Text |
| 2014-07-09 08:59:50 | ****CORRECTIONS**** |
| | ****ELEVATION CERTIFICATE PREPARED BY ROBERT A BUGGEE |
| | DATED 4/23/14**** |
| | ****PROVISO ITEMS NOT ADDRESSED**** |
| | |
| | SAMANTHA HILL, CFM |
| | BUILDING PLANS EXAMINER |
| | [email protected] |
| | 561-805-6724 |
| | |
| | COMMENTS RE: ELEVATION CERTIFICATE: |
| | |
| | 1. EFFECTIVE AUGUST 1, 2013 THE ELEVATION CERTIFICATE |
| | FORM REQUIRED SHOULD HAVE AN EXPIRATION DATE OF JULY |
| | 31, 2015. PLEASE SUBMIT ELEVATION CERTIFICATE ON THE |
| | CORRECT FORM. |
| | |
| | 2. THE IMPRESSED SEAL IS ILLEGIBLE. WHEN RESUBMITTING, |
| | PLEASE PROVIDE A LEGIBLE SEAL. THIS DOCUMENT IS THEN |
| | SCANNED AND AUDITED BY FEMA. |
| | |
| | 3. A CRAWLSPACE IS SHOWN. SEE ITEM C2A; THIS SHOULD BE |
| | THE TOP OF THE BOTTOM FLOOR INCLUDING THE CRAWLSPACE. |
| | IT APPEARS THAT THE FINISHED FIRST FLOOR ELEVATION WAS |
| | USED. PLEASE REVISE TO CRAWLSPACE ELEVATION. IF |
| | CRAWLSPACE ELEVATION IS BELOW 7'6", NOT ENOUGH FLOOD |
| | VENTS WERE INSTALLED. |
| | |
| | 4. ITEM C2B SHOULD BE THE TOP OF THE NEXT HIGHER FLOOR, |
| | WHICH WOULD BE THE FIRST FLOOR ELEVATION. |
| | |
| | 5. THE CRAWLSPACE SQUARE FOOT AREA IS NOT CONSISTENT |
| | WITH THE ARCHITECTURAL PLAN. PROPERTY CALCULATIONS ON |
| | INDEX SHEET OF ARCHITECTURAL DRAWINGS SHOW FIRST FLOOR |
| | UNDER A/C AS 1827.9 SF, UNCONDITIONED SPACE 573.4. |
| | |
| | 6. ITEM B1, COMMUNITY NUMBER IS 120229 ONLY (PLEASE |
| | REMOVE 0020 FROM THIS FIELD). |
| | |
| | PROVISO ITEMS NOT ADDRESSED. THIS PERMIT WAS ISSUED |
| | WITH THE FOLLOWING PROVISOS (SEE BUILDING PLAN REVIEW |
| | #2), REVISION REQUIRED: |
| | |
| | BUILDING REVIEW APPROVED WITH PROVISO: |
| | |
| | 1- A) SEC. R301.2.1.4.3, THIS BUILDING IS LOCATED ON |
| | EXPOSURE "C". ENGINEER DESIGN PLANS FOR 140 MPH WITH |
| | BUILDING EXPOSURE "C". REVISE DESIGN DATA ON SHEET |
| | S1.02. |
| | B) REVISE ALL THE DESIGN PRESSURES FOR ALL EXTERIOR |
| | DOORS AND WINDOWS. |
| | C) ENGINEER TO SPECIFY ALL THE DESIGN LOADS, INCLUDING |
| | LIVE AND DEAD LOADS AND THE BALCONY, STAIRS, GUARDRAILS |
| | AND RAILINGS LOADS. TABLE R301.5 |
| | |
| | 2- PROPERTY IS LOCATED ON FLOOD ZONE A5. THE FOLLOWING |
| | IS REQUIRED: |
| | A) ELEVATION CERTIFICATE WILL BE REQUIRED. |
| | B) PLANS SUBMITTED SHOW THE BUILDING WITH CRAWL SPACES. |
| | PROVIDE COMPLETE DETAILS/SPECIFICATIONS SHOWING HOW |
| | COMPLYING WITH THE FEMA REQUIREMENTS WHEN THE BUILDING |
| | IS LOCATED ON AN SPECIAL FLOOD HAZARD AREA. ALL |
| | CONSTRUCTION MATERIALS USED BELOW THE BASE FLOOD |
| | ELEVATION (BFE) MUST BE FLOOD DAMAGE-RESISTANT |
| | MATERIALS. SEE FEMA TECHNICAL BULLETIN 2 FOR FLOOD |
| | DAMAGE-RESISTANT REQUIREMENTS. |
| | |
| | 3- PROVIDE PRODUCT APPROVAL (2 COPIES) AS REQUIRED BY |
| | DCA RULE 9N-3 FOR: |
| | A) ENTRY DOOR WITH SIZE AND TYPE AS SHOWN ON PLANS. |
| | B) MISSION BARREL CLAY TILE. |
| | C) FLAT ROOF ASSEMBLY WITH 2" INSULATION AS SPECIFIED |
| | BY THE ARCHITECT. |
| | (***NOTE: PROVIDE MANUFACTURER SPECIFICATIONS FOR 2" |
| | RIGID INSULATION WITH R-30 VALUE AS SPECIFIED ON PLANS |
| | AND ENERGY CALCULATIONS). |
| | D) ALL STRUCTURAL SIMPSON CONNECTORS SPECIFIED ON |
| | PLANS. PROVIDE ONLY THE PRODUCT APPROVAL COVER PAGE AND |
| | PAGE SHOWING THE CONNECTOR. |
| | E) ROOF CLAY TILE ADHESIVE. SEE TILE NOA FOR LISTED |
| | ADHESIVE (IF USING ADHESIVE FOR TILE ATTACHMENT). |
| | F) ROUND SOLID DOOR AS SHOWN ON PLANS FOR STORAGE ROOM. |
| | |
| | 4- DESIGNER OF RECORD TO REVIEW AND APPROVE IN WRITING |
| | (NOT SIGNING AND SEALING) ALL THE PRODUCT APPROVALS. |
| | SEC. 106.3.3 CITY AMENDMENTS TO FBC. |
| | |
| | 5- DESIGNER OF RECORD TO SPECIFY ROOF TILE ATTACHMENT |
| | AS REQUIRED BY SEC. 106.1.1.2 CITY AMENDMENTS. |
| | COORDINATE WITH ITEM #3E ABOVE. |
| | |
| | 6- ALL REVISED PLANS/PRODUCT APPROVALS NEED HISTORIC |
| | REVIEW STAMP PRIOR TO SUBMITTAL. |
| | |
| | 7- PROVIDE COMPLETE MANUFACTURER'S SPECIFICATIONS FOR |
| | ICYNENE INSULATION AS SPECIFIED ON PLANS. AND, SPECS |
| | SHOWING THICKNESS REQUIRED TO MEET THE R-VALUES |
| | SPECIFIED BY THE ARCHITECT FOR ROOFS, WALLS AND FLOORS. |
| | SEC. 106.1.2 CITY AMENDMENTS. |
| | |
| | 8- A) PROVIDE COMPLETE HANDRAILS AND BALCONY GUARDRAILS |
| | DETAILS AND SPECIFICATIONS TO COMPLY WITH TABLE R301.5 |
| | AND SEC. R11.5 AND SEC. R312. |
| | B) COMPLETE INFORMATION ON NEW STAIRS CONSTRUCTION TO |
| | VERIFY COMPLIANCE WITH THE DESIGN LOADS OF SEC. R301 |
| | AND TABLE TABLE R301.5. ALSO, SPECIFY ALL FASTENERS FOR |
| | ALL FRAMING MEMBERS. |
| | |
| | 9- PROVIDE COMPLETE DETAIL/SPECIFICATIONS FOR BALCONY |
| | ASSEMBLY TO RECEIVE TILE AS SPECIFIED ON PLANS. SEC. |
| | 106.1.2 CITY AMENDMENTS TO FBC. |
| | |
| | 10- PROVIDE COMPLETE DETAILS/SPECIFICATIONS FOR WOOD |
| | CRAWL SPACE TO COMPLY WITH SEC. R319 AND SEC. R408. |
| | NOTE: COORDINATE WITH ITEM #2B ABOVE. |
| | |
| | 11- REVISE ROOF SHEATHING SPECIFICATIONS ON DETAIL |
| | 5/S1.01. NEED TO USE 8D RING SHANK NAILS AND NAIL |
| | SPACING IS 4"O.C IN CORNER AREAS. SEE SEC. R803.2.3.1. |
| | |
| | 12- WOOD FRAME CONSTRUCTIONS REQUIRES 7/8" THICK |
| | STUCCO. SEE TABLE R702.1(1) AND REVISE SPECIFICATIONS |
| | ON ALL SECTIONS AS REQUIRED. |
| | |
| | 13- SPECIFY TWO LAYERS OF VAPOR BARRIER ON WALLS IN ALL |
| | SECTIONS AND DETAILS AS REQUIRED BY SEC. R703.6.3. |
| | |
| | 14- REVISE ENERGY CALCULATIONS (COORDINATE WITH |
| | ARCHITECTURAL PLANS): |
| | A) PLANS SHOW CRAWL SPACE. ENERGY CALCULATIONS SPECIFY |
| | SLAB ON GRADE. REVISE AS REQUIRED TO MATCH. |
| | B) COORDINATE WITH ARCHITECT R VALUE SPECIFIED FOR |
| | EXTERIOR WALLS. |
| | C) REVISE TYPE OF FLOOR SHOWN ON PAGE TWO. SEE PLANS |
| | FOR FLOOR FINISH SPECIFICATIONS. |
| | D) REVISE ROOF MATERIAL ON PAGE TWO TO MATCH PLANS AND |
| | PRODUCT APPROVAL SUBMITTED. |
| | E) COMPLETE ALL THE INFORMATION ON TOP OF FORM |
| | F) OWNER/AGENT TO SIGN AND DATE FORM ALSO. |
| | |
| | 15- ARCHITECT'S TITLE BLOCK: PROVIDE THE PRINTED NAME |
| | OF THE PERSON SEALING THE PLANS AS REQUIRED BY CHAPTER |
| | 481 FLORIDA STATUTE AND SEC. 61G1-16.004 OF FLORIDA |
| | ADMINISTRATIVE CODE. |
| | |
| | |
