| Date |
Text |
| 2011-10-05 17:09:49 | RESIDENTIAL (R3) ADDITION/REMODELING BUILDING REVIEW |
| | CHECKLIST. |
| | 2007 FLORIDA RESIDENTIAL CODE WITH 2009 REVISIONS. |
| | |
| | 1- A) ACCORDING TO 2009 REVISIONS SEC. R301.2.1.4.3, |
| | THIS BUILDING IS LOCATED ON EXPOSURE "C". ENGINEER OF |
| | RECORD NEED TO DESIGN PLANS FOR 140 MPH WITH BUILDING |
| | EXPOSURE "C". REVISE DESIGN DATA ON SHEET S1.02. |
| | |
| | B) ALSO, NEED TO 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- A) MAIN HOUSE POWDER ROOM AND CABANA BATHROOM ON |
| | FIRST FLOOR NEED TO PROVIDE DOOR THAT ALLOWS MIN. 29" |
| | CLEAR OPENING AS REQUIRED BY SEC. 806 FBC-EXISTING AND |
| | SEC. 11-11.1 FBC 2007. |
| | |
| | B) WINDOW "J" SHOWN ON THE WINDOW SCHEDULE IS FOR AN |
| | EGRESS WINDOW. TYPE OF WINDOW SHOWN ON THE INSTALLATION |
| | SCHEDULE SPECIFIES "FIXED" WINDOW. REVISE AS REQUIRED. |
| | |
| | C) GUEST CABANA DOOR "A102" AND 2ND FLOOR APARTMENT |
| | ENTRY DOOR "A200" NEED TO BE 36". SEC. R311.4.2. |
| | |
| | 4- 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) ROOF CLAY TILE. NOA SUBMITTED IS FOR SPANISH "S" |
| | CLAY TILE. ARCHITECT'S PLANS AND HISTORIC REVIEW |
| | REQUIRE MISSION BARREL CLAY TILE. PROVIDE CORRECT NOA. |
| | |
| | C) FLAT ROOF. APPROVED ASSEMBLY W-33 FROM FLORIDA |
| | PRODUCT APPROVAL FL1654-R8 SUBMITTED IS FOR A |
| | NON-INSULATED ASSEMBLY. ARCHITECT'S PLANS SPECIFY |
| | ASSEMBLY WITH 2" INSULATION. PROVIDE CORRECT APPROVED |
| | ASSEMBLY. COORDINATE WITH ARCHITECT'S PLANS. |
| | (***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. |
| | |
| | 5)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. |
| | |
| | 6- DESIGNER OF RECORD TO SPECIFY ROOF TILE ATTACHMENT |
| | AS REQUIRED BY SEC. 106.1.1.2 CITY AMENDMENTS. |
| | COORDINATE WITH ITEM #4E ABOVE. |
| | |
| | 7) ALL REVISED PLANS/PRODUCT APPROVALS NEED HISTORIC |
| | REVIEW STAMP PRIOR TO SUBMITTAL. |
| | |
| | 8- 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. |
| | |
| | 9- 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. |
| | 10- PROVIDE COMPLETE DETAIL/SPECIFICATIONS FOR BALCONY |
| | ASSEMBLY TO RECEIVE TILE AS SPECIFIED ON THE WALL |
| | SECTIONS PROVIDED BY THE ARCHITECT. SEC. 106.1.2 CITY |
| | AMENDMENTS TO FBC. |
| | |
| | 11- PROVIDE COMPLETE DETAILS/SPECIFICATIONS FOR WOOD |
| | CRAWL SPACE TO COMPLY WITH SEC. R319 AND SEC. R408. |
| | NOTE: COORDINATE WITH ITEM #2B ABOVE. |
| | |
| | 12- INFORMATION ON DETAIL 1/S1.01 IS NOT LEGIBLE. STEM |
| | WALL INFORMATION IS OVERLAPPING WITH THE SOIL TEXTURE |
| | SHOWN ON THE DETAIL. REVISE AS REQUIRED. |
| | |
| | 13- REVISE ROOF SHEATHING SPECIFICATIONS ON DETAIL |
| | 5/S1.01. NEED TO USE 8D RING SHANK NAILS AND NAIL |
| | SPACING IS 6" O.C. AND 4"O.C IN CORNER AREAS. SEE SEC. |
| | R803.2.3.1 AND REVISE AS REQUIRED. |
| | |
| | 14- WOOD FRAME CONSTRUCTIONS REQUIRES 7/8" THICK |
| | STUCCO. SEE TABLE R702.1(1) AND REVISE SPECIFICATIONS |
| | ON ALL SECTIONS AS REQUIRED. |
| | |
| | 15- SPECIFY TWO LAYERS OF VAPOR BARRIER ON WALLS IN ALL |
| | SECTIONS AND DETAILS AS REQUIRED BY SEC. R703.6.3. |
| | |
| | 16- 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. |
| | |
| | 17- 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. |
| | |
| | JULIO GOMEZ |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561)805-6712 |
| | |
| | |
