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(2) Simpson HETA20 (or equal)
<br />Installed per ManuF. specs. at all
<br />multi-pl� trusses crossing masonry
<br />walls. Uplift is less than 2E�00 lbs.
<br />_J L 7 T- -
<br />----------
<br />40�01
<br />0
<br />111110
<br />Simpson "GUQ Type Girder
<br />'rd L
<br />"aneer. Exact model 0 to be rr- -
<br />de I e
<br />determined by number of plys
<br />or girder as indicated an
<br />Trus5 Systems Engineering
<br />drawings.
<br />L ---- J
<br />IDGE
<br />----- ---- J-1
<br />P Ir ------- -IF --- 71
<br />\1 I r
<br />Al-------------
<br />RIOGE _I F
<br />r- - - - - - - -- 4-
<br />1 1- - - - - - - - - - - -
<br />L- - - - - - - -
<br />Simpson HETAI& (or equa I)
<br />Installed per ManuF. specs. LU
<br />__u
<br />Net Uplift Is less than 1&10 lbs. 0
<br /><
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<br />T_
<br />E
<br />_J
<br />MATCP EX.
<br />LL: ir, -i/
<br />A
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<br />-1 F - - - - - - - - - - - - - - - - - - -
<br />F==:
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<br />- - - - - - - - - - - - - - N\ L _J
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<br />Simpson HETAlro (or equal) // 4-- - a \\ 1�/
<br />Installed per Manuf. specs- \4
<br />Not Uplift is less than 1610 lbs,
<br />E X I T I N G GA R A G E
<br />0 21 41
<br />I R 0 0 rm L 4 IN
<br />111G_ PROPOSSO
<br />WIND DE&IGN INFORMATION
<br />1. Wind Speeds of 1313 MPH Vult 4 108 MPH Vaed
<br />2. Risk Ga teeor� = 11
<br />3. Exposure Category 5
<br />4, Enclosed Building, (GCpi 0.16)
<br />5. Component 4 Cladding Pressures (PS,F):
<br />R = W = 33.2,-43.4 OH= -110.ro
<br />NOTE: WINE) LOAC) CALCULATIONS ARE 5ASED ON
<br />'WORST C;Ae>E' ALL r-ONNEC:TOR5 WILL 15E UNIFORM
<br />FOR SIMILAR USES,
<br />TH15 STRUCTURE HAS 15EEN C)E51GINIED TO WITI15TAN[�)
<br />INTERNAL PRESSURES, ENCL05ED 5UILDIWs.
<br />--------- ----------
<br />"4
<br />L
<br />Ll
<br />_T I F--- I
<br />r
<br />R CgE
<br />---------- ID
<br />4
<br />A:
<br />-------------.- V I V"k
<br />WV
<br />< ko
<br />J
<br />--n
<br />I L
<br />------ ----- LL___J
<br />:L - - - - - - - - - - -
<br />y
<br />UJI
<br />: r
<br />N
<br />J
<br />L2L ----- -1-
<br />L- - - ____J
<br />ul
<br />-----------------
<br />--------------------------------
<br />0 41 61
<br />i --1 2 R 0 0 F fm LM 14 IN
<br />E11C rZXISTINCX
<br />BUILDING CONSTRUCTION NOTES
<br />1. This single farnll� dwelling Is to the 5th Edition (2014) FE15C (Florida 5ulldine Code) t�pe
<br />construction requirements. Construction "Il comply with local Count� and state agencies.
<br />2. All openings around walls, partitions, pipes, ducts, conduits etc.., shall be sealed Fully
<br />and sound proored with sealants of type For application.
<br />3. Painting- All surfaces shall be properly prepared and cured to manuracturer's
<br />Instructlon prior to painting, Faint shall be "First line" produced by PORTER, SHERWIN
<br />WILLIAMS, or equal with colors selected lo� 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. GaulK all exposed joints. Glean, prime, caulk and sea] all joints between door and
<br />window Frames with DOW CORNING silicon or 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. EnargS 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 ln� a
<br />proper HVAC professional and shall pass the "Florida Energy Code" or recommencla t ions From such
<br />Professional shall be provided to the Home Designer (Corrier Stone C>esign Group, Inc.) so as to
<br />meet such requirements.
<br />TABLE 1609.7(l)
<br />NOMINAL (ASD) GARAGE DOOR AND ROLLING DOOR WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET
<br />LOCATED IN EXPOSURE 8 (PSF) 1, 2, 3. 4, 5
<br />ULTIMATE DESIGN WIND (V,1PETERMINED IN ACCORDANCE WITH SECTION 1609.3 (MPH - 3 SECOND GUST)
<br />Wid th( ft)
<br />Hei ght( ft)
<br />100 MPH
<br />110 MPH
<br />120 MPH
<br />130 MPH
<br />140 MPH
<br />150 MPH
<br />160 MPH
<br />170 MPH
<br />180 MPH
<br />190 MPH
<br />200 MPH
<br />Roof Angle 0 - 10 degrees
<br />8
<br />8
<br />8. 7-9. 8
<br />10. 5-11. 9
<br />12. 5-14. 2
<br />14. 7-16. 6
<br />17. 1-19, 3
<br />19. 6-22. 2
<br />22. 3-25, 2
<br />25, 1-28. 5
<br />28. 2-31. 9
<br />31, 4-35. 5
<br />34. 8-39. 4
<br />10
<br />10
<br />8. 4-9. 4
<br />10. 2-11. 4
<br />12. 1-13.6
<br />14. 2-16. 0
<br />16. 5-18. 5
<br />18. 9-21. 2
<br />21.5-24.2
<br />24.3-27.3
<br />27.3-30.6
<br />30.4-34.1
<br />33.7-37.8
<br />14
<br />14
<br />8. 0-8. 9
<br />9. 7-10. 8
<br />11. 5-12. 8
<br />13. 5-15. 0
<br />15, 7-17. 4
<br />18, 0-20. 0
<br />20.5-22.8
<br />23.1-25, 7
<br />25.9-28.8
<br />28.9-32. 1
<br />32. 0-35. 6
<br />Roof Angle 0 > 10 degrees
<br />9
<br />7
<br />9. 6-10. 9
<br />11, 4-12. 9
<br />13. 7-15. 5
<br />16. 1-18. 2
<br />18. 5-20. 9
<br />21. 3-24. 1
<br />24.3-27.5
<br />27. 6-31. 2
<br />30. 6-34, 6
<br />34. 2-38. 6
<br />38. 0-40. 6
<br />16
<br />7
<br />9. 2-10. 3
<br />10, 9-12. 2
<br />10. 9-12. 2
<br />15. 5-17. 2
<br />17. 7-19. 7
<br />20.4-22.7
<br />23.3-26.0
<br />26. 4-29. 4
<br />29.3-32.6
<br />32. 7-36. 5
<br />36, 4-40. 6
<br />78 MPH
<br />85 MPH
<br />93 MPH
<br />101 MPH
<br />108 MPH
<br />116 MPH
<br />124 MPH
<br />132 MPH
<br />139 MPH
<br />147 MPH
<br />155 MPH
<br />For SI: I foot = 304.8 mm, 1 mile per hour = 1.609 km/h, 1 psf = 47.88 N/m2.
<br />Nominal Design Wind Speed (Vosd) converted from Ultimate Design Wind Speed per Section 1609.3.1
<br />1. For effective areas or wind speeds between those given above the load may be interpolated, otherwise use the load associated with the lower
<br />effective area.
<br />2. Table values sholl be adjusted for height and exposure by multiplying by the adjustment coefficient in Table 1609.7(2)
<br />3. Plus and minus signs signify pressures acting toward and away from the building surfaces.
<br />4. Negative pressures assume door has 2 feet of width in building-s end zone,
<br />5. Table values include the 0.6 load reduction factor
<br />C
<br />W
<br />_J
<br />w
<br />w
<br />2319, 17. 1. 2
<br />Where a coiling is to be attached directly to the underside of trusses,
<br />th e tr usses sh a I I be I a ter a I I y br aced wi th con t i nuous 1 -i nch by 4-i nch
<br />( 25 mm by 102 mm) member s no i I ed wi th 8d common no i I s to the upper s i de
<br />of the bottom chord at panel points but not to exceed 10 feet (3 m)
<br />apart. This lateral bracing shall be restrained at each end and at
<br />20-foot (6 m) intervals. Drywall may be considered a rigid ceiling in
<br />enclosed areas where it is protected from the elements. The drywall
<br />ceiling is not to be considered a ceiling diaphragm.
<br />0- A r1f75A00 Mn A 11 T KI/I /A n T �/Ir-
<br />TOP/BOTTOM CHORD GABLE
<br />END BRACING @ 48" O.C. MAX
<br />FOR THE FIRST 4 ROWS OF
<br />TRUSSES
<br />'i
<br />_J
<br />CONT. BOTTOM CHORD
<br />BRACING (I"x4" MIN.)
<br />10' -0" MAX.
<br />SEE TRUSS SYSTEM ENGINEERING DRAWINGS FOR ANY
<br />ADDITIONAL BRACING OR CROSS BRACING REOUIREMENTS
<br />REQ. MINIMUM TRUSS BRACING
<br />EiNr,> TRU55
<br />2 4 " O.C.
<br />10
<br />2X4x6 LATERAL
<br />5RACIN(3 CONTINOUS
<br />0 48" O.C.
<br />) Irad NAILS
<br />GABLE END DIAGONAL BRACE DETAIL
<br />TABLE 2YA 10.4.�
<br />RAFTER TE CONNECTiONS9
<br />RA FTE R
<br />SLOPE
<br />TIE SPACING
<br />inot,*s�
<br />�_ RG OF S PA N FE ET)
<br />12
<br />1 20_ 1 23 1 36
<br />3:12
<br />12
<br />4
<br />8
<br />8
<br />10
<br />16
<br />5
<br />7
<br />10
<br />13
<br />7
<br />it
<br />15
<br />is
<br />T2_
<br />10
<br />14
<br />is
<br />15-
<br />48
<br />14
<br />21
<br />29
<br />37 1
<br />4. Q
<br />12
<br />3
<br />4
<br />5
<br />6
<br />16
<br />3
<br />5
<br />7
<br />8
<br />24
<br />4
<br />7
<br />10
<br />12
<br />32
<br />PJ
<br />9
<br />11
<br />16
<br />48
<br />a
<br />14
<br />is
<br />24
<br />L 12
<br />12
<br />3
<br />3
<br />4
<br />5
<br />1
<br />ILI
<br />3
<br />4
<br />5
<br />7
<br />24
<br />4
<br />1 8
<br />8
<br />10
<br />32
<br />1
<br />a
<br />10
<br />1 a
<br />49
<br />7
<br />T 1
<br />15
<br />20
<br />TQ
<br />Q
<br />3
<br />3
<br />3
<br />4
<br />18
<br />3
<br />3
<br />4
<br />5
<br />24
<br />3
<br />4
<br />8
<br />7
<br />32
<br />4
<br />8
<br />a
<br />lio
<br />49
<br />5
<br />a
<br />11
<br />14
<br />9:12
<br />12
<br />3
<br />3
<br />14
<br />3
<br />18
<br />3
<br />3
<br />3
<br />4
<br />24
<br />3
<br />3
<br />5
<br />8
<br />K
<br />3
<br />4
<br />8-
<br />49
<br />4
<br />9
<br />1
<br />'212
<br />12
<br />1
<br />3
<br />3
<br />3
<br />18
<br />3
<br />3
<br />3
<br />3
<br />24
<br />a
<br />4
<br />32
<br />3
<br />3
<br />4
<br />5
<br />48
<br />3
<br />4 1
<br />0
<br />7
<br />�tr& I rir,-25 Arrm I fcct-3ua 7m, 1 tot- 47a
<br />-lakwe Dermlear, ae &j%flum tr lea Olt,; nam
<br />o taIN ri,4�rexww; we Imp"ka g;D m maj:ea 25 petegi f -4% are cma%*
<br />are v,1re%,rw w-*re r* rages s�p;*rmcay
<br />e am *qmevor -.0n9p w io ceir gpat w spica
<br />a F& 6e;v ea
<br />Tru-se S�etem5 Eneireerine b� othei-6
<br />TRUSS �'IANUFACTURER TO
<br />FROVIDE SIGNED 4ND
<br />SEALED TRU66 DRAWINGS
<br />INCLUDING BRACING
<br />DETAILS.
<br />C3L
<br />:3
<br />P
<br />0
<br />(1)
<br />2
<br />(D
<br />0
<br />IL-61
<br />C)
<br />N
<br />"Ift
<br />13W&I
<br />F-
<br />0
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