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<br />-l <br />~ ~\. <br />~1 0 <br />i~, ~i <br />'~ <br />~~ <br /> <br />;:: ~ \- <br />d~ ~ <br /> <br />~,~ \-L ~ <br />o ,) <br />~ ~ <br />,,< '- t--.l <br />'.." c <br /> <br />3~ ~ <br /> <br />-~ <br /> <br />Cf <br />~ <br /> <br />50'~0" <br /> <br />8'-4" <br /> <br />9'-0" <br /> <br />14'-0" <br /> <br />8'-0" <br /> <br />10'-8" <br /> <br />Ls <br /> <br />at <br /> <br /> <br /> <br />~ <br />b <br />M <br /> <br /> <br />GARAGE <br />STEP DOWN 4" <br /> <br /> <br /> <br />6'-0" SLIDING <br /> <br />12'.7" <br /> <br />21'-5" <br /> <br />16'-0" <br /> <br />b <br />~ <br />1 <br />b <br />~ <br /> <br />b <br />~ <br />1 <br />N <br />~ <br /> <br />MASTER BEDROOM <br /> <br />Ii'I <br />N <br />:r: <br />(/) <br /> <br />or <br />rn <br />~ <br /> <br />BEDROOM #2 <br /> <br />GREAT ROOM <br /> <br />&y <br />(0 <br />~ <br /> <br />Co <br />1 <br />M <br /> <br /> <br /> <br />11'.103/4" <br /> <br />3'.8" <br /> <br />~ <br />~ <br /> <br /> <br />2'-6" <br /> <br />5'-0" <br /> <br />r------------ <br />I <br />, <br />, <br />, <br />, . <br />, 'f <br />-- ~----------~- <br />= , <br />C'l, <br />_I I <br />O'l , <br />I <br />, <br />I <br /> <br />: ~ SHOWER <br />, <br /> <br />:r <br /> <br />g <br /> <br /> <br />-------------- <br />- -------------- <br />-------------- <br /> <br />~ <br />M <br /> <br />FOYER <br /> <br />6'-0 3/4" <br /> <br />J 5'.11" <br /> <br />KITCHEN / BREAKFAST <br /> <br />I <br />, <br />, <br />, <br />, <br />, <br />, <br />I <br />: RECESS AHU <br />: IN CEILING <br />, <br />I <br />, <br />I <br />I <br />I <br />, <br />~----------------- <br /> <br />BEARING WALL <br /> <br />Co <br />1 <br />~ <br />~ <br /> <br />3' <br /> <br />~ <br />~ <br /> <br />BEDROOM #3 <br /> <br />..J <br /> <br />~ <br /> <br />~ <br /> <br />~ <br /> <br />Q) <br /> <br />ENTRY <br /> <br />.1 <br />(0 10' CEILING <br /> <br />11 '.1" <br /> <br />9'-4" <br /> <br /> <br /> <br />SH 35 <br /> <br />SH 35 <br /> <br />cr <br /><.0 <br /> <br /> <br /> <br />o <br />1 <br />N <br />C'l <br /> <br />r-----------I <br /> <br />I I <br />I I <br />,ATTIC ACCESS- <br />I I <br />, I <br /> <br />2'-0" <br /> <br />5'-4" <br /> <br />2'-0" <br /> <br />= <br />00 <br />1 <br />M <br />..- <br /> <br />~ <br />.1 <br />f'.. <br /> <br /> 16'-0" <br />6'.0" ~ 8'-0" ~ 5'-4" ~ 6'-4" } 4'-8" 9'.10" J 9'.10" <br />30'~4" 19'-8" <br /> 50'-0" <br /> <br />MAIN FLOOR PLAN <br /> <br />I WIND LOAD DESIGN PRESSURES ARE LISTED IN BOXES BY EACH OPENING .1 <br /> <br />EXTERIOR OPENINGS <br /> <br />LIVING AREA <br />ENTRY <br />GARAGE <br /> <br />1281 SF <br />32 SF <br />433 SF <br /> <br />ALL WINDOW AND DOOR OPENING INSTALLATION METHODS <br />ARE DETAILED IN THIS PLAN, BUT IT WILL BE THE CONTRACTORS <br />RESPONSIBILITY TO INSURE THAT THE WINDOWS ARE INSTALLED <br />AS PER THE MANUFACTURES ENGINEERED DRAWINGS AND THAT <br />A COpy OF SAID DRAWINGS ARE ON THE JOBSITE AT THE TIME <br />OF INSTALLATION. <br /> <br />TOTAL AREA <br /> <br />1746 SF <br /> <br />IN ACCORDANCE WITH CHAPTER 471.003(2) (1) OF THE FLORIDA ADMINISTRATIVE <br />CODE,ELECTRICAL,PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY <br />THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES. THE SYSTEMS <br />DRAWN HERON ARE BASED UPON THE HOMEOWNERS REQUIREMENTS. <br /> <br />ROOF TRUSSES <br /> <br />PAGE # 2 <br /> <br />ALL TRUSS BRACING WILL BE SPECIFIED BY THE TRUSS COMPANY <br />EXCEPT FOR GABLE END DIAPHRAGM BRACING DESIGNED FOR THIS PLAN. <br />THIS WILL INCLUDE THE TEMPORARY TRUSS BRACING THAT WILL BE FURNISHED <br />WHEN THE TRUSSES ARE DELIVERED. T-BRACING THAT IS SPECIFIED ON SOME <br />ENGINEERED TRUSS DRAWINGS MAY BE SUBSTITUTED WITH ALTERNATE BRACING. <br />(1) 2X4 CLB MAY BE SUBSTITUTED FOR (1) 1X4 "T" BRACE AND (2) CLB's MAY BE <br />SUBSTITUTED FOR (1) 2X4 "T" BRACE. CLB's ARE TO BE EQUALLY SPACED. <br />(CLB . CONTINUOUS LATERAL BRACING) <br />THIS INFORMATION WAS OBTAINED THROUGH ALPINE ENGINEERED PRODUCTS <br />1950 MARLEY DRIVE HAINES CITY FLORIDA 33844 (941) 422.8685 WALTER P. FINN P.E. <br /> <br />= <br />Ctjl <br />CD <br /> <br /> <br />1 <br />b <br />~ <br /> <br />J <br />O'l <br /> <br />cr <br />~ <br /> <br />= <br />00 <br />1 <br />~ <br />~ <br /> <br />PRE. ENGINEERED ROOF TRUSSES <br />24" OC MAXIMUM SPACING <br />TC LL 20.0 PSF <br />TC DL 7.0 PSF <br />BC DL 10.0 PSF <br />BC LL 0.0 PSF <br /> <br />TOT.LD. 37.0 PSF <br /> <br />DUR.FAC.1.33 <br /> <br />DEFLECTION MEETS L /360 LIVE <br />AND L / 240 TOTAL LOAD <br /> <br />16'-0" <br /> <br />ROOF FRAMING PLAN <br /> <br />b <br />, <br />N <br /> <br />ATTACH TRUSSES TO BEAMS <br />AND KNEEWALLS AROUND ENTRY <br />WITH H-5 HURRICANE TIE BY SIMPSON <br />OR EQUAL <br /> <br />',,:------~----------------------~----- <br /> <br />GABLE TRUSS VERT WEB L-BRACING <br /> <br />....... ---------------- <br />" <br /> <br />" <br /> <br />NO BRACING REQUIRED FOR WEBS <br />UP TO 4'.1" IN LENGTH. <br /> <br />", <br /> <br />ATTACH TOP AND BOTTOM PLATES TO STUDS <br />OF KNEEWALLS WITH 1/2" CDX OR OSB SHEATHING <br />WITH 8d COMMONS 6" OC ALL AREAS, <br /> <br />=====J <br />____J <br /> <br />(:) <br />1 <br />N <br /> <br />USE (1) 1X4 L.BRACE FOR WEBS UP TO 6'.1" <br />USE (1) 2X4 L-BRACE FOR WEBS UP TO 8'-0" <br />USE (2) 2X4 L-BRACE FOR WEBS UP TO 9'.8" <br />USE (1) 2X6 L-BRACE FOR WEBS UP TO 12'.6" <br />USE (2) 2X6 L-BRACES FOR WEBS UP TO 14'-0" <br />NAIL L-BRACES WITH 10d NAILS <br />2" OC IN 18" END ZONES AND <br />4" OC BETWEEN ZONES <br />PROVIDE FOR CONNECTIONS OF 160 PLF <br />OF UPLIFT OVER CONTINUOUS BEARING <br /> <br />ATTACH BEAMS <br />AND KNEEWALLS <br />TO LINTEL WITH HETA16 <br />STRAPS AS NOTED <br />OR EQUAL <br /> <br />b <br />1 <br />b <br />..- 0 <br />_I <br />co <br /> <br />ENTRY DETAIL <br /> <br /> <br />DRAWN BY <br />R. S. HANLEY TRUSS AND DESIGN <br />SAN ANTONIO FLA 352-588-2342 <br />DATE: 5/21/03 <br /> <br />ALL THE INFORMATION ON THIS PAGE IS INTENDED TO BE CORRECT <br />BUT MISTAKES CAN BE MADE AND IT IS THE RESPONSIBILITY OF THE <br />CONTRACTOR TO VERIFY ALL INFORMATION PRIOR TO CONSTRUCTION. <br /> <br />ALL WORK SHALL COMPLY WITH PREVAILING CODES <br />STANDARD BUILDING, PLUMBING, MECHANICAL/NEC. <br />AND ALUMINUM. ALL OF THE PRODUCTS SPECIFIED ON <br />ANY PAGE OF THIS PLAN MAY BE REPLACED WITH THOSE <br />OF GREATER OR EQUAL VALUES. ALL CHANGES MUST BE <br />VERIFIED WITH THE ENG. OF RECORD. <br /> <br />D.W. SMITH ENGINEERING. FLORIDA # 53608 <br /> <br />MECHANICAL & ARCHITECTURAL ENGINEERING <br /> <br />352.521.0865 OFFICE 352.521.0861 FAX. <br />9909 WALLASTON DRIVE DADE CITY ,FLA. 33525 <br /> <br />I HEREBY CERTIFY THAT I HAVE REVIEWED THIS <br />PLAN AND FOUND IT TO BE IN COMPLIANCE WITH <br />THE FLORIDA BUILDING CODE SECTION 1606 <br />FOR THE 120 MPH ( 3 SECOND GUST) WIND lONE. <br />DAVID W SMITH PE# 53608 <br /> <br />SCALE: 1/4" = 1'-0" <br /> <br />~~u <br />~~ <br />