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<br />1,1
<br />
<br />ENGINEER/S
<br />
<br />NOTES:
<br />
<br />ALL wORK TO BE COMPLETED ACCORDING TO THE 2001 EDITION FLORIDA BUILDING CODE
<br />
<br />1.
<br />2,
<br />3,
<br />4,
<br />5,
<br />
<br />wIND DESIGN SPEED 110 MPH (3 see gust) I
<br />THE wIND IMPORT ANCE F ACTOR IS 1.0 FOR RESIDENTIAL HOME
<br />THE wIND EXPOSURE FOR BUILDING IS CA TEGORY IIBII
<br />THE APPLICABLE INTERNAL PRESSURE COEFFICIENT = +,18/-,18
<br />THE DESIGN wIND PRESSURE COMPONENTS ~ CLADDING (ROOF)
<br />ZONE 1 ZONE 2
<br />@ 10 SQFT +12,5/-19,9 @
<br />@ 20 SQFT +11.4 /-19,4 @
<br />@ 50 SQFT +10,0 /-18,6 @
<br />@ 100 SQFT +10,0 /-18,1 @
<br />
<br />10 SQFT
<br />20 SQFT
<br />50 SQFT
<br />100 SQFl
<br />
<br />+12,5/-42,1
<br />+11.4/-38,2
<br />+10,0/-33
<br />+10,0/-29,1
<br />
<br />ALL ROOF CLADDING PRODUCTS ARE THE RESPONSIBILITY OF THE MANUFACTURER, THE ROOF CLADDING MANUFACTURER IS RESPONSIBLE FOR
<br />THE VALIDITY OF COMPONENTS PROVIDED, ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER IS PROVIDED HEREIN, CONTRACTOR) AS
<br />PROJECT CORDINATOR) SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE ROOFING MATERIAL IS USED AND THAT IT HAS BEEN
<br />INSTALLED PER MANUFACTURER'S SPECIFICATIONS SUCH THAT IT ~ILL ~ITHSTAND THE COMPONENTS AND CLADDING PRESSURES REQUIRED BY
<br />THE SEALED PLANS,
<br />..,....~~~~"
<br />ALL PRE-ENGINEERED ~ooD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTUERER, TRUSS MANUFACTURER SHALL HAVE THE AUTHORIT'r"'~--'
<br />TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABLITY OR ECONOMICS, CHANGES SPECIFIED BY THE TRUSS
<br />MANUFACTURER SHALL CONTROL, CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD) MUST BE
<br />APPROVED BY THE ENGINEER OF RECORD,
<br />THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS
<br />AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER,
<br />ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA, TRUSSED TO BE HANDLED AND INSTALLED USING MOST RECENT
<br />HIB RECOMMENDATIONS, TEMPORARY AND PERMANENT BRACING SHALL BE PER MOST RECENT HIB RECOMMENDATIONS UNLESS NOTED OTHER~ISE) OR
<br />MORE STINCJENT CODE REQUIREMENTS APPL y, TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS CONNECTIONS, ALL COMPONENTS TO BE
<br />DESIGNED ~[lR BOTH GRAVITY AND UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS,
<br />
<br />;;"{..'1"
<br />
<br />6 , THE DES I G N wIN D PRE S SUR E CO iv1 P 0 N E N T S ~ r LAD DIN G ( w A L 1_ S )
<br />
<br />ZONE 4 Zl JNE 5
<br />
<br />@ 10 SQFT +21.8 /-23,6 @ 10 S 1FT +21.8/-29,1
<br />@ 20 SQFT +20,8/-22,6 @ 20 S!lFT +20,8/-27,c
<br />@ 50 SQFT +19,5 /-21.3 @ 50 SI 'I=-T +19,5/-24,6
<br />@ 100 SQFT+18,5/-20,4 @ 100 ~. )FT+18,5 /-22,6
<br />
<br />THE ATTACHMtNT OF ASPHAL T SHINGLES ON THIS PRODUCT MUST BE IN COMPLIANCE WITH ASTM D3161 (MODIFIED TO 1l0MPH) DR M-DC PA 107-95,
<br />
<br />TIMBER MA fERIALS:
<br />ALL TIMBERS M/'\ fERIALS SHALL BE AS FoLLo~S:
<br />LUMBER UTILIZED IN BOTTOM PLATE) TOP PLATES) POST) STUD PACKS AND BEAMS SHALL BE #2 YELLOW PINE (OR BETTER),
<br />EXTERIOR AND INTERIOR LOAD BEARING STUDS SHALL BE #2 SPRUCE (OR BETTER), ALL OTHER STUDS SHALL BE HSTUD GRADEH
<br />SPRUCE SPACE 16" O,C" ALL SPLICES AT TOP PLATE MUST BE MINIMUM 4/-08 AND NAILED 4" O,c' W/ 12d COMMON NAILS,
<br />EXTERIOR ~ALLS SHALL BE CONSTRUCTED ~ITH 1/2/1 PL Y~OOD DR 7/16H O,S,B, (2-M-~ RATING) NAILED ~ITH 8d NAILS SPACED AT
<br />3" O,C, ALONG ALL HORIZONTAL JOINTS AND EDGES, 68 O,C, ALONG ALL VERTICAL JOINTS AND EDGES AND 12" O,C, ALONG ALL INTERMEDIATE STUDS,
<br />
<br />ALL OPENINGS 5'-0" ~IDE OR LARGER STRAP HEADER BEAM TO THE HEADER STUDS ~ITH SIMPSON LSTA24 STRAP TIES AT EACH END
<br />OF HEADER BEAM, ANCHOR BOTTOM OF HEADER STUDS TO FOUNDATION ~ITH SIMPSON HTT16 TENSION TIE,
<br />INTERIOR STUD WALLS TO BE OF 2X4 #2 SPRUCE DR BETTER ~ITH SINGLE 2X4 P,T, PINE BOTTOM PLATE AND SINGLE 2X4 #2 SPRUCE TOP PLATE ~ITH
<br />STUDS SPACED MAXIMUM 24/1 O,C, WALLS TO HAVE 1/2" GYPSUM BOARD EACH SIDE) WITH WALLS AT GARAGE TO HAVE MIN R-ll INSULATION,
<br />
<br />ANCHOR ~oOD SHEAR ~ALLS SEGMENTS TO FOUNDATION WITH SIMPSON LTT20B TENSION TIE AT EACH END OF ~ALL SEGMENTS AND AT ANY
<br />WALL SEGMENT INTERSECTION (BUILDING CORNERS),
<br />
<br />ANCHOR TRUSS WOOD BEARING LOCATIONS AS FOLLOWS:
<br />ROOF UPLIFTS OF 905# AND LESS USE (D SIMPSON H10 HURRICANE TIE
<br />ROOF UPLIFTS OF 1450# AND 905# (D SIMPSON HTS20 T~IST STRAP,
<br />
<br />GENERAL NOTES:
<br />
<br />WINDO~ AND DOOR MANUF ACTURERS TO PROVJ DE CERTIFICA TIUN/RA TING THA T THEIR ~INDU./S AND DOORS
<br />~ILL WITHSTAND THE PRESSURE RESUL TING r-ROM THE SPECIFIED DESIGN COMPONENTS AND I_ADDING ~IND
<br />PRE S SUR E AND PRO V IDE INS TAL L A T ION IN FOR MAT ION WIT H THE I R PRO D U C : ';,
<br />
<br />CONTRACTOR TO INSTALL ~INDOWS AND DOORS ACCORDING TU INSTRUCTIDr~ SUPPLIED BY MFGR AND HAVE
<br />MAUFACTURERS SPECIFICATIONS (CUT SHEETS) ON SITE AT THE TIME OF Jf ,SPECTION FOR REVIEW BY THE
<br />BUILDING INSPECTOR,
<br />
<br />ALL HURRICANE CLIPS, STRAPS AND FASTENERS ARE TO BE APPLIED ACCf1f(DING TO THE FASTENERS
<br />SCHEDULE AND MANUFACTURERS SPECIFICATIONS. IF DESIRED; EQUAL VEN; CONNECTORS MADE BY ANOTHER
<br />SUPPLIER MAY BE USED IN PLACE OF THE CONNECTORS SHOWN,
<br />
<br />DESIGN NOTES:
<br />ALL CONSTRUCTION SHALL BE APPROVED IN ACCORDANCE WITH FLORIDA B1'ILDING CODE) OSHA, AISC) AWS D 1.1 CODES AND ALL
<br />APPLICABLE LOCAL REQUIREMENTS, THE STRUCTURE IS DESIGNED TO COMP' Y WITH THE 2001 FLORIDA BUILDING CODE, BUILDING BASE
<br />CONNECTIONS SHALL BE PROVIDED AS SHOWN. ALL MATERIALS IDENTIFIED BY MANUFACTURER NAME MAY BE SUBSTITUTED ~ITH
<br />MATERIALS EQUAL DR EXCEEDING ORIGINAL RATINGS,
<br />
<br />TRUSSES:
<br />
<br />JOB NOTES:
<br />
<br />IF THE CONTRACTOR) TRUSS MANUFACTURER DR ANY OTHER DESIGN PROFESSIONAL RE VISE THE TRUSS SYSTEM LAYOUT FROM THOSE SHO~N ON THESE
<br />PLANS) THE ENGINEER OF SIGNATURE IS REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE DESIGN
<br />INTENT PRIOR TO COMMENCEMENT OF THE PROJECT,
<br />
<br />UP LIFT CONNECTIONS FOR MASONRY WALLS
<br />ROOF UPLIFTS OF 1890# AND LESS USE (1) SIMPSON HETA24 ~ITH (16) 10d X 1 1/211 NAILS
<br />ROOF UPLIFTS OF 2310# AND LESS USE (D SIMPSON HHETA24 'WITH (2D 10d X 1 1/21/ NAILS
<br />ROOF UPLIFTS OF 3965# AND LESS USE (1) SIMPSON MGT WITH (22) 10d X 1 1/28 NAILS TO GIRDER AND 5/8H ANCHOR BOL T IN CONCRETE
<br />
<br />ROOF UPLIFTS OF 10980# AND LESS USE (1) SIMPSON HGT-2 WITH (8) 10d X 1 1/2" NAILS TO GIRDER AND (2) 3/4" ANCHOR BOL T IN CONCRETE (2 PL Y GIRDERS)
<br />ROOF UPLIFTS OF 10530# AND LESS USE (D SIMPSON HGT-3 WITH (8) 10d X 1 1/28 NAILS TO GIRDER AND (2) 3/48 ANCHOR BoL T IN CONCRETE (3 PL Y GIRDERS)
<br />ROOF UPLIFTS OF 9250# AND LESS USE (1) SIMPSON HGT-4 WITH (6) 10d X 1 1/2" NAILS TO GIRDER AND (2) 3/4" ANCHOR BOL T IN CONCRETE (4 PL Y GIRDERS)
<br />
<br />1) ADD NEW FRONT PORCH
<br />2) REMOVE (3) FRONT ~INDO~S ON EXISTING STRUCTURE AND INSTALL NEW FRONT DOOR LOCATION
<br />3) ADD NE'W BATHROOM OFF EXISTING BEDROOM
<br />
<br />STRUCTURAL SHEATHING AT ROOF:
<br />15/3211 CDX SHEATHING SHALL BE NAILED W/ 8d NAILS @ 611 O,C,
<br />
<br />DRAFTSTOPPING:
<br />
<br />~ . LCOVPLY\V1TI-lALL
<br />ALL V, ORK ~HAL . I m T'\C\C
<br />"GCODr.S Fl..ORlDABULL-J-.' ~
<br />pRE\' AlLr;~ '- . ODE \..'\'
<br />, O~AL ELEClRlC C I J
<br />CODl:,:--I1\ T1 j S ORDlNAJ'\CES
<br />cn'Y OFZEPHYlUULL j
<br />
<br />IN SINGLE FAMIL Y DWELLINS) DRAFTSTOPPING SHALL BE PROVIDED (PARALLEL TO THE MAIN FRAMING MENBERS) IN FLOOR / CEILING ASSEMBLIES SEPARATING
<br />USEABLE SPACES, DRAFTSTOPPING SHALL BE CONSTRUCTED SUCH THAT THE FLOOR / CEILING ASSEMBLEY IS BROKEN UP INTO TWO DR MORE APPROXIMATED
<br />AREAS WITH NO AREA GREA TER THAN 500 SQ, FT,
<br />
<br />STRUCTURAL PANELS
<br />
<br />NOTE: 1/2" PL YWOOD DR OSB STRUCTURAL PANELS SHALL
<br />ROWS OF 10d NAILS @38 O,C, @BOTH MEMBERS OF DBL TOP PLATE AND DBL RO~ 10d @T' O.C, @
<br />PANELS SHALL HAVE NAILS AT SPECIFIED SPACING OF 3" O,C,
<br />NOTE: ~HERE WINDOWS DR DOORS INTERRUPT THE WOOD STRUCTURAL SHEATHING
<br />OPENINGS USE SIMPSON DSP AT ALL CONNECTIONS OF STUDS TO TOP PLATE ~
<br />(SIMPSON DSP RATED 825# UPLIFT)
<br />
<br />f...:" '3f '/, .~.' ~
<br />; .i t: .__~.J 2.."'. .'i:- 0 ~.:- - .' /;)
<br />f\!i' :::-.,;S O~i-'T ,\PFP.Oil:.D -.",. Q ~ ~\(,q
<br />D
<br />
<br />EXTERIOR OPENINGS:
<br />
<br />IT WILL BE THE CONTRACTORS RESPONSIBILITY TO INSURE THAT THE WINDOWS AND DOORS ARE INSTALLED AS PER THE MANUFACTURERS
<br />ENGINEERED DRAWINGS AND THAT A COPY OF SAID DRA~INGS ARE ON THE JOBSITE AT THE TIME OF
<br />
<br />ALL INFORMATION ON THIS PAGE IS INTENDED TO BE CORRECT UT MISTAKES CAN BE MADE AND IT IS THE RESPONSIBILITY
<br />OF THE CONTRACTOR TO VERIFY ALL INFORMATION PRIOR TO CO STRUCTION,
<br />
<br />Do, vid w, SMith) P,E,
<br />
<br />
<br />ENGINEER LICENCE ~53608
<br />
<br />I~OBER1~ I-IARrrWIG
<br />39038 9TH AVE RICK GOLLHARDT - DRAFTSMAN
<br />ZEPHYRHILLS, FL 33542
<br />J> ':i,'.SMI'-rlI~ P.E. ENGINEER NOTES SHEET OF
<br />" "-~S[ONAL ENGINE[R !l~U~SE NUMBER 53608 D NO ES 1 OF 7
<br />PNOU'( /> ENGINEERINC CONSULTANT STANDAR T
<br />gSiCr)' ^'~~ DRIVE-Di\ .~.; YY, FLORIDA 33525 ~CALE,,, DATE JOB NO,
<br />PH~~:: FAX 352-521 ," '.'11'<] L: zephyr27@gte, net 1 /4 = 1 - 0 1 8 N OV 2004 .
<br />DESIGN/DRAWN CHECKED
<br />R. GOLLHARDT D.W.SMITH,P,E,
<br />
<br />I hereby certify tho. t I ho' ve reviewed this plo'n o'nd found it to be in
<br />cOMplio'nce with section 1606 of the Florido' Building Code) 2001 edition)
<br />
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