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GENERAL NOTES: <br />THIS BUILDING WAS BEEN DESIGNED TO CONFORM TO THE 2020 FLORIDA BUILDING CODE <br />ITH EDITION AND THE 2020 FLORIDA BUILDING CODE - RESIDENTIAL ITH EDITION. <br />T.L. HANSON A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING <br />COMPANY, WAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN OF: THIS STRUCTURE. <br />THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE <br />FOLLOWING SUPERIMPOSED LOADS: <br />SLAB: <br />LIVE LOAD - 50 P,S,F, <br />DEAD LOAD - 10 P.S.F. <br />ROOF: <br />LIVE LOAD (TRUSS TOP CHORD) 20 P,S,F. <br />DEAD LOAD (TRUSS TOP CHORD) - 10 P,8.F, (15 P.6,F, WHEN TILE ROOFING 16 INSTALLED) <br />DEAD LOAD (TRUSS 50TTOM CHORD) - 10 P.S.F. <br />ASSUMED TRUSS SELF WEIGHT (DEAD LOAD) - I P.S.F. <br />WIND, <br />BUILDING 18 DESIGNED TO CONFORM TO ASCE 1-16, CHAPTER$ 26 THRU 31; PER 2020 FLORIDA <br />BUILDING CODE, RESIDENTIAL 1TH EDITION- SECTION R301.2.1.1. AND 2020 FLORIDA BUILDING CODE <br />1TH EDITION SECTION 160121 <br />WIND DESIGN ASSUMPTIONS: <br />BUILDING EXPOSURE - 5 <br />BUILDING RISK CATEGORY - 11 <br />MEAN ROOF HEIGHT 30' OR LESS <br />HEIGHT A EXPOSURE ADJUSTMENT <br />COEFFICIENT - 1,0 <br />ENCLOSED BUILDING <br />INTERNAL PRESSURE COEFFICIENT 0,15 <br />WIND SPEED SHOWN AT THE 50TTOM RIGHT <br />CORNER OF THIS SWEET <br />ALL STRUCTURAL ELEMENTS, EXTERIOR <br />WALLS AND INTERIOR WALLS SHALL BE <br />TYPE V CONSTRUCTION PER FBC 602.5 <br />SOIL BEARING 4 COMPACTION: <br />COMPONENT 4 CLADDING WIND LOADS <br />ALL OTHER <br />BUILDING <br />ROOF OVERHANG <br />COMPONENT <br />ZONE <br />LOADS <br />LOADS <br />1 <br />N/A <br />+32,3/-35.3 <br />2 <br />-65.1 <br />-32,3/-56.2 <br />3 <br />-110,,& <br />+32.3/41b.0 <br />4 <br />N/A <br />+35.3/-38.2 <br />5 <br />1 N/A <br />+353/412 <br />THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P,S,F, <br />(MINIMUM). THE CONTRACTOR/PROPERTY OWNER ARE RESPONS15LE FOR VERIFYING THAT THE SOIL <br />ON THE SITE 16 PROPERLY PREPARED 4 COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P,S.F. <br />FOUNDATION LOADING. <br />T.L. HANSONs A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL <br />ENGINEERING COMPANY. DESIGNED THESE FOUNDATION$ WITHOUT VISITING THE CONSTRUCTION SITE <br />NOR PERFORMING ANY SOIL TESTING. <br />T.L. HANSON SHALL NOT BE RESPONIS151-E FOR THE SITE SOILS ABILITY TO SUPPORT <br />THE BUILDING LOADS. <br />FOUNDATION$ 4 SLAM -ON -GRADE: <br />BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS WITHIN THE BUILDING AREA. <br />ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED <br />SUCH THAT IT CAN ADEQUATELY SUPPORT A 2,000 P.S.F. FOUNDATION LOADING. <br />SLAB SHALL BE PLACED OVER A ro MIL VAPOR BARRIER ON CLEAN, ADEQUATELY <br />COMPACTED AND TERMITE POISONED SOIL. <br />CONCRETE UTILIZED IN THE FOUNDATIONS AND SLA56 SHALL HAVE A MINIMUM 28 DAY <br />COMPRESSIVE STRENGTH OF 2,500 P.S.1, <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" <br />FOR 05 REBAR, 30" FOR 06 RESAR 4 35" FOR 01 RE5AR, <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 STEMWALL WEIGHT BASED UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION <br />AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSES ARE REQUIRED. <br />A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE <br />SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND <br />A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACK$. <br />TIMBER MATERIALS: <br />ALL TIMBER MATERIALS SHALL BE AS FOLLOWS: <br />ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED <br />PRIOR TO REQUESTING THE FRAMING INSPECTION, <br />ALL LUMBER IN CONTACT WITH MASONRY WILL 5E PRESSURE TREATED <br />MATERIALS <br />INTERIOR STUD WALLS TO BE OF 2 X 4 02 SPRUCE OR BETTER WITH SINGLE 2 X 4 P.T. <br />PINE BOTTOM PLATE AND SINGLE 2 X 4 02 SPRUCE TOP PLATE WITH STUDS SPACED <br />MAXIMUM 24" OC, WALLS TO HAVE 1/2" GYPSUM BOARD EACW SIDE, WITH WALLS AT <br />GARAGE TO HAVE MINIMUM R-11 INSULATION <br />DRAFTSTOPPING: <br />IN SINGLE FAMILY DWELLINGS, DRAFTSTOPPING SHALL BE PROVIDED (PARALLEL TO THE MAIN <br />FRAMIMG MEMBERS) IN FLOOR/CEILING ASSEMBLIES SEPARATING USEASLE SPACES, DRAFTSTOPPING <br />SHALL BE CONSTUCTIED SUCH THAT THE FLOOR/CEILING ASSEMBLY 16 BROKEN UP INTO TWO OR <br />MORE APPROXIMATE AREAS WITH NO AREA GREATER THAN 1000 60. FT. <br />ATTIC ACCESS: <br />ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 SQ, FT. AND HAVING MINIMUM <br />30 INCWES OF VERTICAL HEIGHT. ROUGH -FRAMED OPENING NOT TO BE LESS THAN 22 X 30 INCHES. <br />WHEN MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC, IT SHALL BE INSTALLED IN ACCORDANCE <br />WITH THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION M1305.1.3 <br />2x4 CROSS -BRACING RIDGE <br />20'-0" MAX <br />Lq <br />11 <br />oil <br />14 <br />1 <br />1 <br />m", <br />Him <br />hilk <br />I <br />I <br />FAI <br />MIN <br />lipm <br />M"I <br />im. <br />m <br />M <br />mplom <br />4'p, <br />1 <br />no <br />11 <br />IMIN <br />PlAr <br />SEE TRUSS SYSTEM ENGINEERING DRAWINGS FOR ANY ADDITIONAL <br />BRACING OR CROSS BRACING REQUIREMENTS <br />REQ. MINIMUM TRUSS 5RACING <br />TOP/50TTOM CHORD GABLE <br />7 END BRACING a 48" O.C. MAX <br />FOR THE FIRST 4 ROWS OF <br />TRUSSES (MIN 2X4 ) <br />ui <br />A <br />CONT. BOTTOM CHORD <br />BRACING fl"x4" MIN.) <br />10'-0" MAX, <br />SOIL TERMITE TREATMENT: <br />TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDE5, INCLUDING PESTICIDES <br />APPLIED TO SOIL, OR WOOD, BAITING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR <br />USE AS A 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 issuEo. THE CERTIFICATE <br />SHALL STATE <br />"THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN <br />TERMITES. THE TREATMENT 16 IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA <br />DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES," <br />IF A REGISTERED TERMITICIDE BAIT SYSTEM 16 TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION, <br />DO NOT APPLY. A SIGNED FIVE YEAR CONTRACT FROM THE ISSUE <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. <br />INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION, <br />BACKFILLING 4 COMPACTION ARE COMPLETE <br />ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED <br />(INCLUDING ANY BOXED OR FORMED AREAS) - <br />BOXED AREAS 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 4 DEPTW TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE <br />INITIAL TREATMENT. <br />A MINIMUM (o MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL <br />DILUTION. IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT <br />SHALL BE REQUIRED <br />ANY CONCRETE OvERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER <br />MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT <br />EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE <br />WITHIN 12 INCHES OF THE STRUCTURE SIDE WALLS <br />AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED At -it CONSTRUCTION 16 <br />COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION). ANY SOILS DISTURBED AFTER THE <br />VERTICAL BARRIER IS APPLIED, SHALL BE RE -TREATED, <br />CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE <br />BUILDING SIDEWALLS (PER F5C R319). <br />AFTER ALL WORK IS COMPLETED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW <br />AND WITHIN 12 INCHES OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES, TU5 TRAP BOXES <br />FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS. <br />THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTIONS: PAINT AND DECORATIVE <br />CEMENTITIOUS, FINISHES LESS THAN 5/8 INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION <br />WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES TO ALLOW FOR INSPECTION <br />FOR FUTURE TERMITE INFESTATIONS <br />TRUSSES: <br />IF THE CONTRACTOR, TRUSS MANUFACTURER OR ANY OTHER DESIGN PROFESSIONALS REVISE THE <br />TRUSS SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PLANS T. L. HANSON 4 ASSOCIATES 16 <br />REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE DESIGN <br />INTENT PRIOR TO COMMENCEMENT OF THE PROJECT. <br />EXTERIOR WINDOWS 4 DOOR ASSEMBLIES: <br />ALL EXTERIOR WINDOW 4 GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA <br />101/162 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, <br />PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY. <br />ALL MULLIONS AND ADJACENT DOORIWINDOW ASSEMBLIES SHALL BE TESTED OR ENGINEERED TO <br />TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE. <br />INSTALL AH WINDOW i DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS <br />TO ACHEIVE THE DESIGN PRESSURES SPECIFIED, <br />ELECTRICAL, PLUMBING 4 MECHANICAL - <br />IN ACCORDANCE WITH CHAPTER 411,003(2)(1) OF THE FLORIDA ADMINISTRATIVE CODE. ELECTRICAL, <br />PLUMBING AND MECHANICAL SYSTEM$ SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO <br />MEET ALL APPLICABLE CODES, THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HEREON <br />ARE BASED UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/WER REQUIREMENTS. <br />ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, GARAGE AND AT <br />EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND -FAULT INTERRUPTER "GFI" CIRCUIT. <br />ALL ELECTRICAL OUTLETS IN HABITABLE SPACES SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER <br />SAFETY GLAZING, <br />THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF <br />GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R3081 <br />(1) GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR <br />I ASSEMBLIES. <br />(2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM <br />ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL <br />ENCLOSING THESE COMPARTMENTS WHERE THE 50TTOM EDGE OF THE GLAZING 18 LESS <br />THAN 60 INCHES A50VE THE DRAIN INLET. <br />(3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE <br />THE NEAREST VERTICAL EDGE 16 WITHIN A 24 INCH RADIUS OF THE DOOR IN A <br />CLOSED POSITION AND WHOSE BOTTOM EDGE 16 LESS THAN &0 INCHES A50VE THE <br />FINISHED FLOOR OR WALKING SURFACE, <br />(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS <br />DESCRIBED IN ITEMS (2) AND (3) ABOVE. THAT MEETS ALL OF THE FOLLOWING <br />CONDITIONS: <br />A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 13 $0, FT, <br />5) BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR, <br />C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR, <br />D) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE <br />PLANE OF THE GLAZING. <br />REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308 FOR ADDITIONAL AREAS <br />THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING. <br />TYPICAL WOOD TRUSS <br />BACKNAIL W1 (2) I&D NAILS <br />2 X 4 WE13 BLOCKS NAILED IN BETWEEN <br />WEBS WITH (2) 160 NAILS EACH END <br />45 DEGREES <br />MAXIMUM <br />2X4 02 FINE ANGLE BRACING AT 48" OC <br />ALONG GABLE END NAIL ENDS TO 2X4 <br />BLOCKING W1 ((o) I&D NAILS AT EACH END <br />END NAILED TO 2X4 WEB BLOCKING WITH <br />(2) 16D TOE NAILS 1/2" GYPSUM WALL BOARD <br />2X4 NAILER AT EACH STUD <br />NAILED To TRUSS AND STUD <br />WITH 2 EACH 12D COMMON NAILS <br />NAIL SHEATHING TO TOP <br />PLATE WITH 8D NAILS 3" OC <br />BALLOON END WALL FROM SLAB <br />TO BOTTOM OF ROOF SHEATHING <br />TYPICAL WOOD WALL <br />5ALLOON VAULTED END 5RACING DETAIL <br />NOT TO SCALE <br />oil <br />e__ <br />291011 <br />SIDE WALK <br />I--------------- <br />SLAB 4" BELOW <br />HOUSE FLOOR <br />----------------------------------------------------------------------------- <br />SLAB AT SAME ELEVATION <br />AS EXISTING HOUSE FINISH <br />FLOOR <br />III oil <br />FOUNDATION FLAN 1/4 <br />t1l <br />0 <br />40 <br />FIELD DIMENSIONS WERE DONE TO THE BEST OF <br />OUR ABILITY AND MUST BE FIELD VERIFIED BY <br />CONTRACTOR BEFORE CONSTRUCTIONS BEGINS <br />z <br />34' 0" <br />> <br />uj <br />oil 28' 0" <br />u <br />co <br />CN <br />z <br />Lo <br />z <br />m <br />co <br />< <br />0 <br />j <br />LL <br />on <br />z <br />rjj <br />z <br />0 <br />LLJ r- <br />cf) <br />r-- <br />a o <br />e N <br />co <br />LU <br />0 <br />d C; <br />C.4 <br />cf) Lo <br />F- <br />c� <br />to <br />LIL <br />m <br />>. — <br />Im uj <br />(-) <br />00 <br />0) LL <br />LIL <br />0 <br />04 <br />00 <br />cy) <br />Z <br />LD %0 <br />x 0,1 A <br />w <br />Z <br />cl) <br />f) <br />d) <br />Lu <br />;z Z <br />- - <br />z <br />t: U. <br />0 A <br />zq <br />Z <br />:r <br />0 <br />d) <br />d) <br />73 <br />d) z <br />z j5 <br />END WALL TO BE BALLOON FRAME 01 <br />FROM SLAB TO 50TTOM OF ROOF 01 <br />SHEATHING It <br />C14 <br />1 0 <br />C14 1 <br />USE (1) SIMPSON HIOA CLIP AT ALL TRUSSES rn <br />TO WOOD WALLS AND BEAM, FILL NAiL HOLES C14 <br />WITH IODXI 1/2" NAILS CD <br />z <br />z <br />V ED <br />--------------- n 0 <br />j, ------------- -- f f T <br />t <br />-- - - - - - - - - - - - - - - - - - - - - - - - - <br />1<< <br />LL <br />-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - z <br />q <br />Z d)- - - - - - - - - - - - - - - Z3 <br />-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />I <br />I 1 3: <br />- — - — - — - — - — - — - — - — - — - — - <br />LU <br />11 111 oil <br />ROOF TRUSS FLAN 1/4 <br />FIELD DIMENSIONS WERE DONE TO THE BEST OF <br />OUR A51LITY AND MUST BE FIELD VERIFIED BY <br />CONTRACTOR BEFORE CONSTRUCTIONS BEGINS <br />-&%L kA <br />Pz, '6(*X r <br />00 <br />I HERBY CE I <br />WEREPREF N <br />ARE IN COMP <br />FLORIDA 5UILDI <br />FOR 13S MPH WIND <br />2020 BUILDING CODE <br />;00 <br />00 <br />';FU W26 <br />ftill, <br />SPECIFICATIONS <br />F-4--bIRECT SUPERVISION <br />F.,+­SECTION IrvOe OF THE <br />i:k-;ITION AND ASC5 I-Irp <br />EGORY 11 AND THE ENTIRE <br />I TH EDITION <br />FIG <br />2 0 F 3 <br />