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09-444-00500200 BUILDING CODES: 2007 FLORIDA BUILDING CODE 00500 STRUCTURAL LOADING: THE STRUCTURE HAS BEEN DESIGNED IN ACCORD WITH THE BUILDING CODE AND /OR MORE RESTRICTIVE REQUIREMENTS FOR LOADS AS GIVEN BELOW UNLESS SPECIFIC AREAS OF THE DRAWING SPECIFICALLY CALL FOR DIFFERENT LOADING CRITERIA. REFER TO DRAWINGS FOR LOAD SCHEDULE. GRAVITY LOADING UNIFORM DEAD LOAD LIVE LOAD RESIDENTIAL BALCONY OR DECK 10 PSF 60 PSF WIND LOAD AS PER ASCE 7 -05. (WIND VELOCITY 146 MPH) EXP. C, 1 =1.0 GCP t 0.18 01051 DRAWING DIMENSIONS AND COORDINATION DIMENSIONAL INFORMATION, PRICING, ALL DETAILS AND CONSTRUCTION SHALL BE BASED ON THE ENTIRE SET OF CONTRACT DOCUMENTS. COORDINATE THE REQUIREMENTS OF ALL PROFESSIONALS. USE INFORMATION FROM APPROVED SHOP DRAWINGS TO SUPPLEMENT CONTRACT DOCUMENTS WHERE NECESSARY. REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO PROCEEDING. WHERE CRITICAL DIMENSIONS CANNOT BE DETERMINED FROM THE PLANS, OR WHERE NEW WORK ADJOINS EXISTING CONSTRUCTION, OR WHERE ONE MATERIAL ADJOINS A PREVIOUSLY PLACED MATERIAL WITH A MORE RESTRICTIVE TOLERANCE THAN THE IN —PLACE MATERIAL, CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AS REQUIRED TO COMPLETE SHOP DRAWINGS AND INSTALLATION. REPORT ANY DISCREPANCIES EXCEEDING 3% BETWEEN FIELD MEASURED DIMENSIONS AND SCALED DRAWING DIMENSIONS TO ARCHITECT BEFORE PROCEEDING WITH WORK. WHERE A LINE OF STRUCTURE, OPENING LOCATION, OR DIMENSION IS CRITICAL AND BASED ON THE REQUIREMENTS OF ANOTHER TRADE OR SUBCONTRACTOR, THAT SUBCONTRACTOR SHALL SUBMIT A SHOP DRAWING WITH THE REQUIRED DIMENSIONAL INFORMATION UPON WHICH THE CONTRACTOR SHALL BASE THE LAYOUT AND CONSTRUCTION. THIS PROCEDURE IS MANDATORY FOR CURTAIN WALL SYSTEMS, ARCHITECTURAL PRECAST SYSTEMS, AND ALL MECHANICAL AND ELECTRICAL OPENINGS._ THE ENGINEER WILL CLOUD OR OTHERWISE INDICATE REVISIONS TO THESE DOCUMENTS ONLY AFTER THEY HAVE BEEN ISSUED FOR CONSTRUCTION OR FINAL PRICING. CHANGES PRIOR TO THAT DATE WILL NOT BE CLOUDED. CHANGES AND /OR REVISIONS AFTER THE CONSTRUCTION OR FINAL PRICING ISSUE WILL BE CLOUDED IN AN ATTEMPT TO BRING TO THE CONTRACTOR'S ATTENTION ANY MAJOR ITEMS, HOWEVER, IT SHALL BE SOLELY THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE PRICING AND CONSTRUCTION OF ALL REQUIREMENTS OF THESE DOCUMENTS, INCLUDING REVISIONS (FLAGGED OR UN— FLAGGED) WITH ALL OF HIS SUPPLIERS AND SUBCONTRACTORS. 01100 SCOPE OF SERVICE: THE STRUCTURAL ENGINEER OF RECORD HAS DESIGNED AND IS RESPONSIBLE FOR ONLY THE SPECIFIC STRUCTURAL COMPONENTS SHOWN IN THIS SET OF STRUCTURAL CONSTRUCTION DOCUMENTS. IF A SPECIALITY ENGINEER, AS DEFINED BY THE DEPARTMENT OF PROFESSIONAL REGULATION, IS REQUIRED, HIS SERVICES MUST COMPLY WITH THE SCOPE OF SERVICES AS OUTLINED IN THE PROJECT CONSTRUCTION DOCUMENTS. 06110 STRUCTURAL WOOD FRAMING AND SHEATHING: ALL DIMENSION LUMBERS 2" AND LESS IN NOMINAL THICKNESS SHALL BE SURFACED DRY AND STAMPED BY AN AGENCY CERTIFIED BY THE BOARD OF REVIEW OF THE AMERICAN LUMBER STANDARDS COMMITTEE AND MANUFACTURED IN ACCORD WITH PS 20 -70. MEMBERS THICKER THAN 2" NOMINAL MAY BE SURFACED GREEN. MINIMUM SPECIES AND GRADES SHALL BE AS FOLLOWS: SPECIES GRADE Fb Ft Fv Fcp E SOUTHERN PINE KD NO. 2 1200 825 90 565 1,600,000 ALL STUDS AND HEADER SHOULDERS SHALL BE ONE PIECE BETWEEN PLATES AND /OR HEADERS. DO NOT USE BLOCKING BETWEEN HEADERS AND SHOULDER WITH SOFTER COMPRESSION PERPENDICULAR (Fcp) THAN REQUIRED FOR HEADER. DO NOT CUT LET —IN BRACING INTO STUDS. PROVIDE G90 GALVANIZED HURRICANE CUPS IN ACCORD WITH LOCAL CODE AT ALL ROOF ANCHORAGES AND AT ALL FLOORS. TREAT ALL FRAMING IN CONTACT WITH CONCRETE OR MASONRY IN ACCORD WITH AMERICAN WOOD PRESERVER'S BUREAU LP -2 OR PROVIDE 1/4" THICK 60 DUROMETER BEARING PAD BETWEEN CONCRETE OR MASONRY AND UNTREATED WOOD MEMBER. 4 : ?OIL M PROPOSED FOUNDATION CAPACITY HAS BEEN DESIGNED BASED ON A PRE$UPAPTIVE SOIL. BEADING CAPACITY OF 2000 PSF. ALL ORGANIC MATERIAL. SMALL BE REMOVED FROM FOUNDATION AREAS AND NEW STRUCTURAL. FILL SHALL. BE PLACED. AS PER FBC, ALL UNDERI..YMIG SOIL. ON THE BUILDING SHALL BE TREATED FOR T ERMITEZS PRIOR 70 AGCY FOUNDATION WORK BEING PERFORMED. rr_� 3. CONCRETE PIERS BETTER. - STURBED ROCK. HALL BE 3000 PSI CONCRETE TO BEAR ON STRUCTURAL PLAN UN 1/4 INCH = 1 FOOT 4. ALL CONNECTIONS TO BE GALVANIZED OR STAINLESS STEEL. NORTH F�F_p 1wl AIAMI IT. PION w r� `� > CO U) u- 0 ®� c 07 C� X w ti Lu Architect: ' t+ U :. uj o Qre) .�. w �a z MLu Q U— s„► LL) o F- Ce _ 0 =° N Z _j m H u. . ` N (!.A! In �n m V) LLI oomLA — Q ,Ln r` 2 Nv1tJQ 6�t IN MY PROFESSIONAL JUDGEMENT AND TO THE BEST OF MY KPNIOWLEDGE AND BELIEF, THL-SE 'PLANS AND THE SPECIFICATIONS COMPLY W17H "HE FLORIDA BUDLD'NG CODE AND ALL APPL CAF_c :. COPYRIGHT© 2007 James Griffin, Architect ALL RIGHTS RESERVED THESE DRAN!NGS AND THE SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF,G . WhETHER THE PROJECT FOP, WHICH THEY WERE PREPARED !S EXECUT.-O OR NOT. THEY ARE NOT TO BE USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY AGREEMENT IN `.'JRITING AND WITH THE APPROPRIATE COMPENSATION TO jG REPRODUCTIONS OF SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF JG IS PROHIBITED. DRAWING TITLE STRUCTURAL PLAN AND DETAILS �o x ' 2 ISSUE DATE: 5/25/09 PROD. NO. 052509 SCALE: AS NOTED F DRAINN BY: yMW CHECKED BY: JCOriffin SHEET NO.: A 2.0 x ' 2