| Date |
Text |
| 2007-10-19 16:35:12 | CONSTRUCTION SERVICES DEPARTMENT |
| | 200 SECOND STREET, 3RD FLOOR, WEST PALM BEACH, |
| | FLORIDA33401 |
| | TEL:561-805-6713FAX: |
| | 561-805-6731 |
| | |
| | JAMES JOHNSTON, PERMIT NO 07020666 BUILDING |
| | PLAN EXAMINERII PROJECT ALTERATION |
| | E-MAIL:JJOHNSTON @WPB.ORG ADDRESS |
| | 801 NORTH DIXIE HIGHWAY |
| | DATE OCTOBER 19, 2007 |
| | |
| | BUILDINGPLANREVIEW |
| | ARCHITECT |
| | FLORIDA STATUE 481.219CERTIFICATION OF |
| | PARTNERSHIPS, LIMITED LIABILITY COMPANIES, AND |
| | CORPORATIONS. |
| | (1)THE PRACTICE OF OR THE OFFER TO PRACTICE |
| | ARCHITECTURE OR INTERIOR DESIGN BY LICENSEES THROUGH A |
| | CORPORATION, LIMITED LIABILITY COMPANY, OR PARTNERSHIP |
| | OFFERING ARCHITECTURAL OR INTERIOR DESIGN SERVICES TO |
| | THE PUBLIC, OR BY A CORPORATION, LIMITED LIABILITY |
| | COMPANY, OR PARTNERSHIP OFFERING ARCHITECTURAL OR |
| | INTERIOR DESIGN SERVICES TO THE PUBLIC THROUGH |
| | LICENSEES UNDER THIS PART AS AGENTS, EMPLOYEES, |
| | OFFICERS, OR PARTNERS, IS PERMITTED, SUBJECT TO THE |
| | PROVISIONS OF THIS SECTION. |
| | (2)FOR THE PURPOSES OF THIS SECTION, A CERTIFICATE OF |
| | AUTHORIZATION SHALL BE REQUIRED FOR A CORPORATION, |
| | LIMITED LIABILITY COMPANY, PARTNERSHIP, OR PERSON |
| | PRACTICING UNDER A FICTITIOUS NAME, OFFERING |
| | ARCHITECTURAL SERVICES TO THE PUBLIC JOINTLY OR |
| | SEPARATELY. HOWEVER, WHEN AN INDIVIDUAL IS PRACTICING |
| | ARCHITECTURE IN HER OR HIS OWN NAME, SHE OR HE SHALL |
| | NOT BE REQUIRED TO BE CERTIFIED UNDER THIS SECTION. |
| | CERTIFICATION UNDER THIS SUBSECTION TO OFFER |
| | ARCHITECTURAL SERVICES SHALL INCLUDE ALL THE RIGHTS AND |
| | PRIVILEGES OF CERTIFICATION UNDER SUBSECTION (3) TO |
| | OFFER INTERIOR DESIGN SERVICES. |
| | (10)EACH PARTNERSHIP, LIMITED LIABILITY COMPANY, AND |
| | CORPORATION CERTIFIED UNDER THIS SECTION SHALL NOTIFY |
| | THE DEPARTMENT WITHIN 30 DAYS OF ANY CHANGE IN THE |
| | INFORMATION CONTAINED IN THE APPLICATION UPON WHICH THE |
| | CERTIFICATION IS BASED. ANY REGISTERED ARCHITECT OR |
| | INTERIOR DESIGNER WHO QUALIFIES THE CORPORATION, |
| | LIMITED LIABILITY COMPANY, OR PARTNERSHIP AS PROVIDED |
| | IN SUBSECTION (7) SHALL BE RESPONSIBLE FOR ENSURING |
| | RESPONSIBLE SUPERVISING CONTROL OF PROJECTS OF THE |
| | ENTITY AND UPON TERMINATION OF HER OR HIS EMPLOYMENT |
| | WITH A PARTNERSHIP, LIMITED LIABILITY COMPANY, OR |
| | CORPORATION CERTIFIED UNDER THIS SECTION SHALL NOTIFY |
| | THE DEPARTMENT OF THE TERMINATION WITHIN 30 DAYS. |
| | COMMENT-THE CORPORATION SMITH AND MOORE ARCHITECTS, |
| | INC.MUST BE IN COMPLIANCE WITH THIS STATUE. |
| | A CERTIFICATE OF AUTHORIZATION IS REQUIRED. THE ADDRESS |
| | OF THE CORPORATION MUST BE LISTED WITH THIS |
| | CERTIFICATE. |
| | |
| | |
| | |
| | |
| | FLORIDA ADMINISTRATIVE CODE61G1-16.002DOCUMENTS |
| | SIGNED AND SEALED |
| | PLANS, SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS |
| | PREPARED BY THE DESIGN PROFESSIONAL |
| | AND BEING FILED FOR PUBLIC RECORD SHALL HAVE THE |
| | SIGNATURE AND SEAL OF THE DESIGN PROFESSIONAL AFFIXED |
| | TO THE DOCUMENT WITH THE DATE. |
| | COMMENT- |
| | A. THE DESIGNER OF RECORD MUST SIGN AND SEAL THE |
| | STOREFRONT DRAWINGS PREPARED BY SMITH AND MOORE IN |
| | THEIR TITLE BLOCK.THE ACCEPTANCE REQUIREMENT WILL NOT |
| | BE NECESSARY AS THE DESIGNER AND PREPARER ARE THE |
| | SAME. |
| | B. THE FLORIDA PRODUCT APPROVAL FOR THE PANEL WALLS, |
| | STORE FRONT WAS SUBMITTED UNDER THE 2001 CODE. THE CODE |
| | BEING USED IS THE 2004.THE NOA MIAMI-DADE PRODUCT |
| | APPROVAL SUBMITTED WITH THIS PACKAGE HAS THE CORRECT |
| | CODE.I HAVE REPLACED THE 2001 FLORIDA PRODUCT |
| | APPROVALPANEL WALLS, STORE FRONTWITH THE 2004 |
| | INFORMATION. |
| | PLEASE REVIEW THIS PRODUCT APPROVAL AND ACKNOWLEDGE |
| | ACCEPTANCE, IF APPLICABLE,ON BOTH COPIES. |
| | |
| | |
| | C PRODUCT APPROVALS REQUIRED |
| | FBC 1609.1.4 AND WPB ADMINISTRATIVE CODE 106.3 |
| | REGULATED BY DCA RULE 9B-72FLORIDA PRODUCT APPROVALS |
| | SUBMIT TWO COPIES OF EACH APPROVAL ( 3 COPIES IF A |
| | THRESHOLD BUILDING ) WITH FLORIDA PRODUCT APPROVAL |
| | COVER SHEET THE ARCHITECT?S / ENGINEER?S SIGNATURE AS |
| | APPLICABLE, STATING ?TO THE BEST OF THEIR KNOWLEDGE THE |
| | PRODUCT APPROVAL COMPLIES WITH THE PLANS AND |
| | SPECIFICATIONS.SEE:WEB SITE |
| | WWW.FLORIDABUILDING.COM |
| | |
| | COMMENT-ARCHITECT MUST REVIEW THE PRODUCT APPROVALS |
| | SUBMITTED FOR COMPLIANCE WITH THE PROJECT |
| | AND PROVIDE THE STATEMENT ?TO THE BEST???..) |
| | |
| | |
| | D PROJECT INFORMATION |
| | FBC2004 FLORIDA BUILDING CODE BUILDING W/ 2005 |
| | AND 6 REVISIONS |
| | FBC2004 ACCESSIBILITY CHAPTER11 |
| | FBC2004 EXISTING BUILDING LEVEL OF ALTERATION II |
| | TYPE OF CONSTRUCTION V |
| | SPRINKLED / UN-SPRINKLED UN-SPRINKLED |
| | BASIC WIND SPEED ? MPH 140 |
| | WIND EXPOSURE C |
| | WIND IMPORTANCE FACTOR I |
| | INTERNAL PRESSURE COEFFICIENT SEE 1609.6.2.1 TYPE OF |
| | OCCUPANCY A/B |
| | OCCUPANT LOAD-GROSS - NET 30 |
| | COMMENT-NOTE THE FOLLOWING INFORMATION ON THE COVER |
| | SHEET |
| | |
| | D-1 SUBMIT A SURVEY OF THE EXISTING BUILDING WITH ALL |
| | PROPERTY LINES FOR REVIEW |
| | |
| | |
| | E FBC 713.1 GENERAL - FIRE RESISTANT JOINT SYSTEM |
| | JOINTS INSTALLED IN OR BETWEEN FIRE-RESISTANCE-RATED |
| | WALLS, FLOOR OR FLOOR/CEILING ASSEMBLIES AND ROOFS OR |
| | ROOF/CEILING ASSEMBLIES SHALL BE PROTECTED BY AN |
| | APPROVED FIRE-RESISTANT JOINT SYSTEM DESIGNED TO RESIST |
| | THE PASSAGE OF FIRE FOR A TIME PERIOD NOT LESS THAN THE |
| | REQUIRED FIRE-RESISTANCE RATING OF THE WALL, FLOOR OR |
| | ROOF IN OR BETWEEN WHICH IT IS INSTALLED. |
| | FIRE-RESISTANT JOINT SYSTEMS SHALL BE TESTED IN |
| | ACCORDANCE WITH SECTION 713.3 . THE VOID CREATED AT THE |
| | INTERSECTION OF A FLOOR/CEILING ASSEMBLY AND AN |
| | EXTERIOR CURTAIN WALL ASSEMBLY SHALL BE PROTECTED IN |
| | ACCORDANCE WITH SECTION 713.4 . |
| | COMMENT-DETAIL1-A3PLEASE PROVIDE THE SYSTEM |
| | THAT IS TO BE APPLIED TO THE JOINT LOCATED AT THE WALL |
| | ASSEMBLY CONNECTEDTO THE UNDERSIDE OF THE ROOF |
| | |
| | |
| | |
| | |
| | ENGINEER COMMENTS |
| | |
| | F FBC 2001 104.3 EXAMINATION OF DOCUMENTS |
| | 104.3.1 PLAN REVIEW. THE BUILDING OFFICIAL SHALL |
| | EXAMINE OR CAUSE TO BE EXAMINED EACH APPLICATION FOR A |
| | PERMIT AND THE ACCOMPANYING DOCUMENTS, CONSISTING OF |
| | DRAWINGS, SPECIFICATIONS, COMPUTATIONS AND ADDITIONAL |
| | DATA, AND SHALL ASCERTAIN BY SUCH EXAMINATIONS WHETHER |
| | THE CONSTRUCTION INDICATED AND DESCRIBED IS IN |
| | ACCORDANCE WITH THE REQUIREMENTS OF THE TECHNICAL CODES |
| | AND ALL OTHER PERTINENT LAWS OR ORDINANCES. COMMENT |
| | PLEASE SEE INFORMATION REQUESTEDSECTION 1604.8.2 |
| | |
| | |
| | G FBC 1604.8.2 CONCRETE AND MASONRY WALLS. CONCRETE AND |
| | MASONRY WALLS SHALL BE ANCHORED TO FLOORS, ROOFS AND |
| | OTHER STRUCTURAL ELEMENTS THAT PROVIDE LATERAL SUPPORT |
| | FOR THE WALL. SUCH ANCHORAGE SHALL PROVIDE A POSITIVE |
| | DIRECT CONNECTION CAPABLE OF RESISTING THE HORIZONTAL |
| | FORCES SPECIFIED IN THIS CHAPTER BUT NOT LESS THAN A |
| | MINIMUM STRENGTH DESIGN HORIZONTAL FORCE OF 280 PLF |
| | (4.10 KN/M) OF WALL, UNLESS THE LATERAL FORCE HAS |
| | OTHERWISE BEEN CALCULATED BY THE ENGINEER OF RECORD. |
| | WALLS SHALL BE DESIGNED TO RESIST BENDING BETWEEN |
| | ANCHORS WHERE THE ANCHOR SPACING EXCEEDS 4 FEET (1219 |
| | MM). REQUIRED ANCHORS IN MASONRY WALLS OF HOLLOW UNITS |
| | OR CAVITY WALLS SHALL BE EMBEDDED IN A REINFORCED |
| | GROUTED STRUCTURAL ELEMENT OF THE WALL. SEE SECTIONS |
| | 1609.6.5 FOR WIND DESIGN REQUIREMENTS. COMMENTS-SEE |
| | ITEMS LISTED BELOW |
| | |
| | H SHEET S-2PLACE DETAIL NUMBER OR SYMBOL AT EACH |
| | WINDOW AND DOOR OPENING.IDENTIFY THE ?TYPICAL? |
| | OPENINGS DRAWN ON SHEET S-2 ALSO WITH A NUMERICAL |
| | NUMBER OR SYMBOL.THIS WILL PROVIDE THE EXACT |
| | STRUCTURAL COMPONENT TO BE USED IN THE FIELD AND FOR |
| | THIS PLAN REVIEW. |
| | |
| | I SHEET S-2 IDENTIFY COLUMNS AT DETAIL 5-S1 |
| | |
| | C SHEET S-2 DETAIL 2-S1PROVIDE A SECTION AS TO THE |
| | 2? X 6?BLOCKING OR BRIDGING, |
| | GRADE OF LUMBER,SIZE OF EXISTING MEMBERS FOR |
| | ATTACHMENT, TYPE OF ATTACHMENTS, PURPOSE OF |
| | INSTALLATION. |
| | |
| | |
| | J SHEET S-2 DETAIL 2 S-1 AND 1 S-1PROVIDE |
| | INFORMATION AS TO THE EXTERIOR BEAM AT THIS LOCATION . |
| | |
| | |
| | K SHEET S-1 IDENTIFY ALL COLUMNS AND BEAMS ON THE |
| | PARTIAL FOUNDATION PLAN |
| | |
| | |
| | L SHEET S-1 IDENTIFY THE HILTI 500 SYSTEM TO BE USED |
| | FROM THE HILTI CHART AND NOTE ON PLAN |
| | |
| | M SHEET S-2STRUCTURAL NOTESPROVIDE THE CONCRETE |
| | DESIGN STRENGTH TO BE USED FOR THE FOUNDATION, BEAMS, |
| | COLUMNS. |
| | PROVIDE THE GRADE FOR THE REINFORCING STEEL |
| | |
| | |
| | N FBC1609.1.4 SUBMIT PRODUCT APPROVAL FOR THE |
| | TRUSS ANCHORS SIMPSON HG A-10 |
| | COMMENTPLEASE FIND THE SIMPSON PRODUCT APPROVAL I |
| | RETRIEVED ON LINE. |
| | PLEASE REVIEW AND ACKNOWLEDGE ACCEPTANCE |
| | |
| | |
| | |
| | PLAN REVIEWER?S PREVIOUS COMMENTS ON 3/29/07NOT |
| | ADDRESSED |
| | |
| | 4) DESIGN INFORMATION NOT COMPLETE |
| | COMMENTS-SEE THIS PLAN REVIEWER?S COMMENTD |
| | |
| | 8) NEGATIVE AND POSITIVE DESIGN PRESSURES ARE TO BE PUT |
| | ON SHEET A-2ELEVATIONS |
| | |
| | 9) WHERE IS THE PROPERTY LINES? |
| | COMMENTS-SEE THIS PLAN REVIEWER?S COMMENTD-1 |
| | |
| | 10) FLEXIBLE JOINT AT THE ROOF LINE OF THE TENANT |
| | SEPARATION WALL |
| | COMMENTS-SEE THIS PLAN REVIEWER?S COMMENTE |
