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9 <br />SECURE RAFTEI <br />(1) SIMPSON H1C <br />HOLES WITH IOC <br />ONDURA COI <br />CLOSURE STI <br />GENERAL NOTES: <br />THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2001 FLORIDA BUILDING CODE <br />RESIDENTIAL AND 2009 SUPPLEMENTS <br />T.L. 14AN60N 4 ASSOCIATES A REGISTERED LICENSED, FLORIDA PROFESSIONAL <br />ENGINEERING COMPANY, HAS APPLIED " RATIONAL ANALYSIS" FOR THE STRUCTURAL <br />DESIGN OF THIS STRUCTURE <br />THE BUILDING ( INCLUDING ALL COMPONENTS AND CLADDINGS SHALL BE DESIGNED FOR THE <br />FOLLOWING SUPERIMPOSED LOADS <br />EXISTING SLAB. <br />LIVE LOADS - 50 P.S.F. <br />DEAD LOADS - 10 P.B.F. <br />ROOF, <br />LIVE LOADS (TRUSS TOP CORP) - 20 P.S.F. <br />DEAD LOADS (TRUSS TOP CORD) - 10 P.S.F. <br />DEAD LOAD (TRUSS BOTTOM CORD) - 10 P.S.F. <br />ASSUMED TRUSS SELF WEIGHT (DEAD LOAD) - T P.S.F. <br />WIND DESIGN A88UMPTIONS, <br />WIND SPEED 120 MPH <br />BUILDING EXPOSURE - B <br />BUILDING IMPORTANCE FACTOR - 1.0 <br />MEAN ROOF HEIGHT 30' OR LESS <br />HEIGHT t EXPOSURE ADJUSTMENTS COEFFICIENT - 1.0 <br />ENCLOSED BUILDING <br />INTERNAL PRESSURE COEFFICIENT . / - 0.18 <br />COMPONETS t CLADDING POP ROOF • 14.9/40.1 WALL • 25.9/-34.1 <br />OVER HANG - -81.2 <br />CONSTRUCTION TYPE, V <br />EXISTING SOIL BEARING 4 COMPACTION: <br />THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF <br />2000 P.B.F.( MINIMUM ) THE CONTRACTOR/PROPERTY OWNER IS RESPONSIBLE FOR VERIFYING <br />THAT THE SOIL ON THE SITE 16 PROPERLY PREPARED AND COMPACTED SUCH THAT IT CAN <br />SUPPORT A 2000 P.S.F. FOUNDATION LOADING <br />T.L. HANSON 4 ASSOCIATES A REGISTERED LICENSED FLORIDA PROFESSIONAL <br />ENGINEERING COMPANY, DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION <br />SITE NOR PERFORMING ANY SOIL TESTING <br />T.L. HANSON 4 ASSOCIATES SHALL NOT BE RESPONSIBLE FOR THE SITE SOIL ABILITY TO SUPPORT <br />THE BUILDING LOADS <br />EXISTING FOUNDATION 4 SLAB - ON- GRADE NOTES <br />BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS,. <br />ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED <br />SUCH THAT IT CAN ADEQUATELY SUPPORT A 2000 P.S.F. FOUNDATION LOADING. SLAB <br />SHALL BE PLACE OVER A 6 MIL VAPOR BARRIER ON CLEAN ADEQUATELY COMPACTED <br />AND TERMITE POISONED SOIL <br />CONCRETE UTILIZED IN THE FOUNDATION AND SLABS SHALL HAVE A MINIMUM 28 DAY <br />COMPRESSIVE STRENGTH OF 3000 P.S.F. <br />REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE <br />WITH ASTM A -615. LAP SPLICES, WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR <br />05 REBAR , 30" FOR 06 REBAR 1 35" FOR 01 RE15AR <br />PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES ( AFTER <br />FINAL SITE GRADING) THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE <br />EXACT &TEMWALL HEIGHT BASE UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION <br />AND CONTACT ENGINEER WHEN MORE THAN 4 COURSE ARE REQUIRED <br />A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE <br />FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A <br />STRING STRECTED FROM MARKER TO MARKER TO VERIFY REQUIRED SET BACKS <br />EXISTING MASONRY WALLS: <br />CONCRETE MASONRY UNIT SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C-SO <br />AND SHALL HAVE MINIMUM F'M OF 1500 P.8.1. <br />MORTAR SHALL CONFORM TO A&TMC -210 AND. SHALL BE EITHER TYPE M OR 6 <br />REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE <br />WITH ASTMA-6I5. LAP SPLICES WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR *5 REBAR <br />30" FOR •6 REBAR AND 35" FOR '1 REBAR. <br />THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE <br />AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND <br />EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE <br />PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION <br />DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR C06T OF <br />REPAIRS OR DELAY TO THE CONSTRUCTION <br />GROUT FOR THE POURED CELLS AND LINTELS SHALL. HAVE A MAXIMUM COURSE AGGREGATE SIZE <br />OF 3/8" PLACED AT B TO II INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF <br />2000 P.S.I. ( WHEN TESTED PER ASTM C-1011 ) <br />PROVIDE CLEAN OUT OPENINGS ( 12 SQ. IN. ) IN CELLS CONTAINING SPLICED REINFORCEMENT. WHEN <br />THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT <br />SOIL TERMITE TREATMENT= <br />TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDEB, INCLUDING PESTICIDES <br />APPLIED TO SOIL, OR WOOD, BATING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR <br />USE AS PREVENTATIVE TREATMENT TO NEW CONSTRUCTION, <br />A CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED <br />PEST CONTROL COMPANY BEFORE A " CERTIFICATE OF OCCUPANCY WILL BE ISSUED, THE CERTIFICATE <br />SHALL STATE, (PER FBC R320.1) <br />THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN <br />TERMITES. THE TREATMENT IS INACGORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT <br />OF AGRICULTURE AND CONSUMERS SERVICE& <br />IF A REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION <br />SECTION R320.I THROUGH R320.1.6 DO NOT APPLY. A SIGNED FIVER EYAR CONTRACT FROM THE 16ME <br />OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION. MAINTENANCE AND MONITORING OF THE <br />BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM <br />MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL ( PER FBC R320.1.1) <br />INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION <br />BACKFILLING 4 COMPACTION ARE COMPLETE ( PER FBC 320.1.2.) <br />ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE- TREATED <br />INCLUDING ANY BOX OR FORMED AREAS ( PER FBC R320.1.2) <br />BOXED AREA IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE <br />WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF AN <br />ADEQUATE SIZE t DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE <br />INITIAL TREATMENT ( PER FBC R320.1.3) <br />A MINIMUM 6 MILL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL <br />DILUTION IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE TREATMENT SHALL <br />BE REQUIRED (PER FBC R320.1.4) <br />ANY CONCRETE OVERPOUR , MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION <br />PERIMETER MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT. (PER FBC R320.1.5) <br />EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE <br />WITHIN 12" OF THE STRUCTURE SIDE WALLS (PER FBC R320.1.6) <br />AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS <br />COMPLETE ( INCLUDING LANDSCAPING AND IRRIGATION) ANY SOIL DISTURBED AFTER THE <br />VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED (PER FBC R320.1.6) <br />CONDENSATE AND ROOF DOWN SPOUTS DISCHARGE AT LEAST 12" AWAY FROM THE BUILDING <br />SIDE WALLS (PER FBC R320.1) <br />AFTER ALL WORK 16 COMPLETE ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM <br />BELOW AND WITH IN 12" OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES TUB <br />TRAP BOXES, FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS <br />PER (FBC R320.8.3.) <br />THE DISTANCE FROM THE EXTERIOR WALL COVERING ( EXCEPTION&, PAINT AND DECORATIVE <br />CEMENTITIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL) <br />AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6" TO ALLOW FOR INSPECTION FOR FUTURE <br />TERMITE INFESTATIONS (PER FBC R104) <br />EXTERIOR WINDOWS 4 DOORS: <br />ALL EXTERIOR WINDOWS t GLASS DOORS OR ENTRANCE DOOR SHALL BE TESTED IN ACCORDANCE WITH <br />ANSI/AMMA/NWWDA 101/162 STANDARD AND BEAR AN AMMA OR WOMA LABEL IDENTIFYING THE MANUFACTURE <br />PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY <br />ALL MULLIONS AND ADJACENT DOOR/WINDOW A66EMBLIEO SHALL BE TEST OR ENGINEERED TO TRANSFER <br />1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE <br />INSTALL ALL WINDOWS AND DOOR ASSEMBLIES PER THE MANUFACTURE ANCHORING RECOMMENDATIONS <br />TO ACHIEVE THE DESIGN PRESSURES SPECIFIED <br />ONDURA RIDGE CAP INSTALL <br />CC-L-n MAAl11CA,-TII2nCG 9%CL-/-ICI^A",0%V G <br />CUT THRU 5UILDING SECTION DETAIL. <br />NOT TO SCALE <br />PRODCUT CATEGORY <br />ALUMINUM <br />M (TYP) <br />;UCE TOP PLATES <br />STUDS m 1611 OC <br />PLYWOOD OR 1/1611 OSB <br />- PLATES AND 6" OC ON <br />VER WITH TYVEK HOUSE <br />IINYL LAP SIDING PER <br />°ICATIONS <br />2Xa P.T PLATE SECURED TO TOP OF <br />EXISTING BLOCK WALL WITH 112"X6" <br />REDHEAD EXPANSION BOLTS MINIMUM <br />24" OC <br />APPROVED PRODCUT LIST <br />STATE OF FL, <br />SUB CATEGORY MANUFACTURER APPROVAL <br />STRUCTURAL COMPONET <br />HIO <br />SIMPSON <br />FL <br />10456 <br />STRUCTURAL COMPONET <br />LTT205 <br />SIMPSON <br />FL <br />11496 <br />STRUCTURAL COMPONET <br />LSTA36 <br />SIMPSON <br />FL <br />10952 <br />ROOFING <br />CORRIGATED ROOFING <br />ONDURA ROOFING <br />FL <br />40S1 <br />TALLANT INC <br />ROOFING <br />WINDOWS <br />SOFFIT t FASCIA TRIM <br />EXTERIOR DOORS <br />WALL SIDING <br />EXTERIOR DOORS <br />030 FELT ATLAS ROOFING FL 11915.1 <br />SINGLE HUNG PGT INDUSTRIES FL 239.4 <br />FL 239,6 <br />SOFFIT AMERICAN CONSTRUCTION METALS FL 12019,1 <br />SINGLE SWINGING PLAST PRO FL 4164,1 <br />VINYL LAP CERTAINTEED CORP FL 10421,1 <br />GARAGE OVERHEAD ROLL UP DOOR FL 142.1 <br />I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED <br />PLINGN8 AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER <br />I6, SECTION 16M OF THE FLORIDA BUILDING CODE FOR 120 MPH <br />(3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE <br />ENTIRE 2001 FLORIDA BUILDING CODE RESIDENTIAL AND 2009 <br />SUPPLEMENTS <br />-4- (it <br />T.L HANSON P.E. 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