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IF <br />WIND DE61GN INFORMATION <br />I. Wind Speeds of 13S MPH Vult 4 108 MPH Vasd <br />2. Risk Category = II <br />3. Exposure Category B <br />4. Enclosed Building, (GCpi = +/- 0.18) <br />5. Component 4 Cladding Pressures (PSF): <br />R = 18.2,-1&k W = 33.2,-43.4 OH= -110b <br />NOTE: WIND LOAD CALCULATIONS ARE BASED ON <br />'WORST CASE'. ALL CONNECTORS WILL BE UNIFORM <br />FOR SIMILAR USES. <br />THIS STRUCTURE HAS BEEN DESIGNED TO WITHSTAND <br />INTERNAL PRESSURES, ENCLOSED BUILDING. <br />F-T---------------------------------------------------------------------------------------T-, <br />I I I I <br />I I I I <br />I I I I <br />I I I I <br />I I I I <br />---------------------------------------- <br />----------- <br />E----------------------------------- -� <br />T� r-------� i7T--------------------r� - WIN/DR. HST. <br />rr-=--�T�--=--7] r�=-�==-Tr=====,� I rr=====� I a ----- r-----T----- a } - <br />r-----] r-----I r-----� Y <br />I II III II ll III II ICI I N �� �� N I I\I II III III II ICI <br />I II III II ll III II � III NI hi II III III Il y <br />IL //JIL - 4� =_�- _===-�I Ir I fl N NII N N I I� I IL -----/JIL = <br />I II .� III d II ll ® III 40, Il l � I II fl fl II fl N I l � <br />I I I I I I II 0 1 II-_____.�._____� ! � <br />I 1L24 SH _ JJL24 SH_ J1 IL24 SH _ JL24 SN= J1 Ir�� I II N=91 N=91 II j Ih�y jl ICI ICI / III Ih�y <br />�__-__-----_� f l I N I <br />j IN <br />II B II u Y j Ik 1L25 sH _ ALL sH _ JiL;L sla= JI <br />SSW <br />JJ <br />FF. ELEV. <br />J-------FT I <br />V A T I O N <br />r <br />r-T--------------------------------------------------------------------------------------- T-, <br />L-1-_----------- I I <br />L-T--------------------------------- ------------------- <br />--------------------------� CLG. HGT. <br />I I <br />r+- WIN/DR. HCsT. <br />I-r====llr--- =�1 <br />I II III Il <br />fr====-�T1=--_-�'1 <br />II III I l <br />I(�\ I <br />I N 16 dI 16 �I N I <br />I <br />I II //III //II <br />II //III <br />L J L- =--J <br />-__ <br />I <br />IN I oil 11 <br />NIP•'. <br />1 <br />�I•,\ <br />I <br />1 <br />y <br />I I I <br />j 1L24 Si _ J1L24 3N= �1 <br />/ / <br />I I I <br />1L24 SH -- IL24 sH _ JI <br />l <br />I\I <br />III N NII fl <br />III L� 16� <br />IN <br />1 <br />N I <br />ON I <br />{, <br />I . <br />.-----I <br />-I <br />III N=l <br />24 5H <br />24 SH <br />' P I <br />• Ir I <br />ICI <br />lull oil 11111 <br />1- <br />�x � <br />rJ r---�� <br />---- <br />j, ��� F.F. ELEV. - <br />_rT------- <br />- <br />vATION <br />■ <br />0 2' 4' <br />BUILDING CONSTRUCTION NOTES <br />I. This Addition is to the 6th Edition (2011) FEBC (Florida Building Code) type construction <br />requirements. Construction shall comply with local County and state agencies. <br />2. All openings around walls, partitions, pipes, ducts, conduits etc-, shall be sealed fully <br />and sound proofed with sealants of type for application. <br />3. Painting- All surfaces shall be properiy prepared and cured to manufacturer's <br />instruction prior to painting. Paint shall be "First line" produced by PORTER, SHERWIN <br />WILLIAMS, or equal with colors selected by the owner. All painted surfaces shall be <br />painted with materials appropriate for the application in a workmanship manner to the <br />paint manufacturer's instruction. <br />4. Caulk all exposed joints. Clean, prime, caulk and seal all joints between door and <br />window frames with DOW CORNING silicon of type for application. Use foam back-up <br />rods as required at wide joints. Use acoustical foam sealants by DAP or TREMCO at <br />sound proofing applications at openings or cracks. <br />5. Energy Code - These plans where designed with common design practices. However, this does not <br />guarantee that this plan will pass the "Florida Energy Code". These plans shall be reviewed by a <br />proper i-IVAC professional and shall pass the "Florida Energy Code" or recommendations from such <br />F'rofessional shall be provided to the Home Designer (Corner Stone Design Group, Inc.) so as to <br />meet such requirements. <br />L=-r-------- - ----__ <br />_l--------- <br />WIN/DR. HST. I \ I I I <br />�'\I I III' III Il I II III III II I II ill <br />�'') I II �� III 11 I ll III III I I I II I I I <br />II\ I I I I I I I I I I I I I <br />I II III II I II III III II I II III <br />0+4= Jl�-24 s►d_ J I II / III / III / II I II / III <br />LL I 9_JSH_S_HSHs I5 5=_=J=L <br />-------- -- L= IN I <br />- FF. ELEV. ",S\\�1'�, <br />Jk CLG. HGT. <br />IMF <br />WIN/DR. HGT. <br />IV <br />FF. ELEV. <br />0 2' 4' <br />M <br />F T SIDE E L E V A T I O N <br />------------------------------- ----►------ <br />I 1 <br />24 SH <br />401, <br />24 5H <br />. •I II III III II I II III <br />I II III III II 1 II III <br />• I II // III // III // II I I I // II I <br />l I�------III----- - ----JI <br />---------------� I ----- <br />' I ll III III II I II III <br />J I '1 II � III � III � II I Il � Ill <br />LLL25 3H __J L <br />II\I I \ - �-----------------=7 I C------- <br />\�� <br />R I G H T a I D <br />vATION <br />TABLE 1405.2 <br />MINIMUM THICKNESS OF WEATHER COVERINGS <br />COVERING TYPE <br />MINIMUM THICKNESS <br />(inches) <br />Adhered masonry veneer <br />.025 <br />Aluminum siding <br />0.019 <br />Anchored masonry veneer <br />2.625 <br />Asbestos -cement boards <br />0.125 <br />Asbestos shingles <br />0.156 <br />Cold -rolled copper <br />0.0216 nominal <br />Copper shinglesd <br />0.0162 nominal <br />Exterior plywood (with sheathing) <br />0.313 <br />Exterior plywood (without <br />sheathing) <br />See Section 2304.6 (HVHZ, <br />see Section 2322) <br />Fiber cement lap siding <br />0.25 c <br />Fiber cement panel siding <br />0.25 c <br />Fiberboard siding <br />.05 <br />Glass -fiber reinforced concrete <br />panels <br />.375 <br />Hardboard siding c <br />.025 <br />High -yield copperd <br />0.0162 nominal <br />Lead -coated copperd <br />0.0216 nominal <br />Lead -coated high -yield copper <br />0.0162 nominal <br />Marble slabs <br />1 <br />Particleboard (with sheathing) <br />See Section 2304.6 (HVHZ, <br />see Section 2315. 1. 11) <br />Particleboard (without sheathing) <br />See Section 2304.6 (HVHZ, <br />see Section 2315. 1. 11) <br />Porcelain Tile <br />0.025 <br />Precast stone facing <br />0.625 <br />Steel (approved corrosion resistant) <br />0.0149 <br />Stone (cost artificial anchored) <br />1.5 <br />Stone (natural) <br />2 <br />Structural glass <br />344 <br />Stucco or exterior Portland cement <br />plaster <br />Three -coat work over: <br />Metal plaster base <br />0.875 b nominal <br />Unit masonry <br />0.625 b nominal <br />Cast -in -place or precast concrete <br />0.625 b nominal <br />Two -coat work over: <br />Unit masonry <br />0.5 b nominal <br />Cast -in -place or precast concrete <br />0.375 b nominal <br />Terra cotta (anchored) <br />1 <br />Terra cotto (adhered) <br />0.25 <br />Vinyl siding <br />0.035 <br />Wood shingles <br />0.375 <br />Wood siding (without sheathing) <br />0.5 <br />For SI: 1 inch = 25.4 mm. <br />a. Wood siding of thicknesses less than 0.5 inch shall be placed over <br />sheathing that conforms to Section 2304.6. (HVHZ, see Section 2322) <br />b. Exclusive of texture. <br />c. As measured at the bottom of decorative grooves. <br />d. 16 ounces per square foot for cold -rolled copper and lead -coated <br />copper,12 ounces per square foot for copper shingles, high -yield copper <br />and leadcoated high -yield copper. <br />SECTION R704 <br />INSPECTION FOR TERMITES <br />In order to provide for inspection for termite infestation, clearance <br />between exterior wall coverings and final earth grade on the exterior of <br />a building shall not be less than 6 inches (152 mm). <br />Exceptions: <br />1. Paint or decorative cementitious finish less than I inch (17.1 mm) <br />thick adhered directly to the masonry foundation sidewall. <br />2. Access or vehicle ramps which rise to the interior finish floor <br />elevation for the width of such ramps only. <br />3. A 4-inch (102 mm) inspection space above patio and garage slabs and <br />entry areas. <br />4. If the patio has been soil treated for termites, the finish <br />elevation may match the buildingilibft finish floor elevations on <br />masonry construction only. 'C F� SHALL <br />5. Masonry veneers constructed ^FA79'�bEQ�rmc <br />ANDC�VA <br />pNGI ODEVqILING <br />ORI) 7-HE <br />CFZ PMWDE E, <br />�s <br />CR �' OF SATE MAR 2 t <br />1 <br />PLAN EXAM �i <br />Cn <br />z <br />0 <br />(_n <br />W <br />O. 6 Z <br />O <br />O <br />.,N <br />N <br />N <br />c 'q <br />s <br />•q <br />0 <br />�. <br />�. <br />0 <br />� <br />o ' <br />m <br />0 <br />Sri <br />Z <br />Y <br />•`r o <br />3 <br />0 <br />", <br />c <br />`o <br />Q <br />af <br />W <br />2 <br />$ c <br />0 <br />0 <br />c <br />O <br />• N <br />,L,'•' <br />W <br />SAE04 <br />�a <br />a <br />1�\ <br />ilk <br />61 <br />4q <br />Vl <br />O <br />PROJECT NO. <br />2020-13 <br />DWG N0. <br />