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<br />ENGINEER1S
<br />
<br />NOTES:
<br />
<br />PRE-CAST AND PRE-STRESSED CONCRETE COMPONENTS SHALL BE USED AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS, PRE-CAST LINTELS HAVE
<br />BEEN REVIEwED AND PLACED BASED ON DESIGN ALLOwABLE LOAD INFORMATION PROVIDED BY SPECIFIED PROVIDER, ENGINEER
<br />OF RECORD MUST PROVIDE IN wRITING ANY CHANGE IN LINTEL MANUFACTURER, ALL OTHER STRUCTUAL PRE-CAST COMPONENT
<br />MANUFACTURERS MUST SUBMIT DESIGN LOAD INFORMATION TO ENGINEER OF RECORD FOR APPROVAL, ENGINEER OF RECORD RESERVES THE RIGHT
<br />TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEw, CONTRACTOR, AS PROJECT COORDINATOR; SHALL BE
<br />RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMEL Y MANNER wHEN AVAILABLE,
<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, CONTRACTOR1 AS
<br />PROJECT CORDINATDR) 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 wILL wITHSTAND THE COMPONENTS AND CLADDING PRESSURES REQUIRED BY
<br />THE SEALED PLANS,
<br />ALL PRE-ENGINEERED wOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTUERER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY
<br />TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABLITY DR 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 />
<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 />6,
<br />
<br />'WIND DESIGN SPEED 110 MPH (3 see gust) ,
<br />THE wIND IMPORT ANCE F ACTOR IS 1.0 FOR RESIDENTIAL HOME
<br />THE wIND EXPOSURE FOR BUILDING IS CATEGORY I'B'/
<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 SQFT
<br />
<br />+12,5/-42.1
<br />+11.4/-38,2
<br />+10,0/-33
<br />+ 10,0/ -29.1
<br />
<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 OTHERwISE) OR
<br />MORE STINGENT CODE REQUIREMENTS APPL y, TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS CONNECTIONS, ALL COMPONENTS TO BE
<br />DESIGNED FOR BOTH GRAVITY AND UPLIFT LOAD CASES) INCLUDING BEAM COMPONENTS,
<br />
<br />THE DESIGN wIND PRESSURE
<br />
<br />ZONE 4
<br />
<br />@ 10 SQFT +21.8 /-23,6
<br />@ 20 SQFT +20,8 /-22,6
<br />@ 50 SQFT +19,5 /-21.3
<br />@ 100 SQFT+18,5/-20,4
<br />
<br />COMPONENTS ~ CLADDING (wALLS)
<br />ZONE 5
<br />@ 10 SQFT +21.8 /-29.1
<br />@ 20 SQFT +20,8/-27,2
<br />@ 50 SQFT +19,5/-24,6
<br />@ 100 SQFT+18,5/-22,6
<br />
<br />THE ATTACHMENT OF ASPHAL T SHINGLES ON THIS PRODUCT MUST BE IN COMPLIANCE wITH ASTM D3161 CMODIFIED TO 110MPH) DR M-DC PA 107-95,
<br />/'
<br />TERMITE PROTECTION:
<br />
<br />A wEATHER RESISTANT JOB SITE POSTING BOARD SHALL BE PROVIDED TO RECIEVE DUPLICATE TREATMENT CERTIFICATES AS EACH REQUIRED
<br />PROTECTION TREATMENT IS CoMPLETED1 PROVIDING A COpy FOR THE PERSON THE PERMIT IS ISSUED TO AND ANOTHER COpy FOR THE BUILDING
<br />PERMIT FILES, IF THE SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED1 FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR
<br />TO FINAL BUILDING APPROVAL, CFBC-104.2,6)
<br />
<br />THE TREATMENT CERTIFICATION SHALL PROVIDE THE PRODUCT USED) IDENTIFY OF THE APPLICATOR, TIME AND DATE OF THE TREATMENT) SITE
<br />LOCATION1 AREA TREATEDI CHEMICAL USED; PERCENT CONCENTRATION AND NUMBER OF GALLONS USED TO ESTABLISH A VERIFIABLE RECORDED OF
<br />PROTECTION TREATMENT, A PERMANENT SIGN wHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE-INSPECTION AND TREATMENT
<br />CONTRACT RENEwAL SHALL BE PROVIDED, THE SIGN SHALL BE POSTED NEAR THE wATER HEATER OR ELECTRICAL PANEL. CFBC-104,2,7)
<br />
<br />CONDENSATE AND ROOF DOwNSPOUTS SHALL DISCHARGE AT LEAST 1'0" AwAY FROM BUILDING SIDE wALLS. IRRIGATION/SPRINKLER SYSTEMS INCLUDING
<br />ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED wITHIN 1'0' OF THE BUILDING SIDE wALLS. CFBC-1503.4.4)
<br />
<br />TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION1 wALL COVERINGS SHALL NOT EXTEND TO wITHIN 6 INCHES OF THE FINAL GRADE,
<br />EXCEPTIONS: PAINT DR DECORATIVE CEMENTITIOUS FINISH NOT LESS THAN 5/8H THICK ADHERED DIRECTL Y TO THE FOUNDATION wALL, CFBC-1403,1.6)
<br />
<br />INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE, SOIL DISTURBED AFTER INITIAL TREATMENT SHALL BE
<br />RETREATED INCLUDING SPACES BOXED AND FORMED, CFBC-1816,1.D
<br />
<br />SOIL DISTURBED AFTER INTIAL TREATMENT SHALL BE RE-TREATED INCLUDING SPACES BOXED DR FORMED, (FBC-1816,1.2)
<br />BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INST ALL TIoN OF TRAPS) ETC'I SHALL BE MADE wITH PERMANENT MET AL DR PLASTIC FORMS,
<br />PERMANENT FORMS ~UST BE OF A SIZE DR DEPTH THAT wILL BE ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT,
<br />CFBC-1816,1.3)
<br />
<br />MINIMUN 6 MIL VAPOR RETARED MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION, IF RAINFALL OCCURS BEFORE VAPOR RETARDER
<br />PLACEMENT) RETREATMENT IS REQUIRED, (FBC-1816.1.4)
<br />
<br />CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION wALL MUST NE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT, SOIL TREATMENT MUST BE
<br />APPLIED UNDER ALL EXTERIOR CONCRETE DR GRADE wITH 1'0" OF THE STRUCTURE SIDEwALLS, (FBC-1816,1.5)
<br />
<br />AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION, ANY
<br />SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED) SHALL BE RETREATED, (FBC-1816,1.6)
<br />
<br />A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF
<br />OCCUPANCY wILL BE ISSUED, THE CERTIFICATE OF COMPLIANCE SHALL STATE: "BUILDING HAS RECIEVED A COMPLETE TREATMENT FOR THE
<br />PREVENTION OF SUBTERRANEAN TERMITES, THE TREA TMENT IS IN ACCORDANCE wITH THE RULES AND LAwS OF THE FLORIDA DEPARTMENT OF
<br />AGRICUL TURE AND CONSUMER SERVICES,8
<br />CFBC-1816,1.7)
<br />TERMITE PROTECTION SHALL BE PROVIDED BY FLOOR FRAMIMG OF NATURALLY DURABLE wOOD PRESERVATIVE TREATED wOOD) SOIL TREATMENT DR
<br />OTHER APPROVED METHODS, (FBC 2304,1.2)
<br />PROTECTIVE SLEEVES AROUND METALLIC PIPING PENETRATING CONCRETE SLABS ON GRADE FLOORS SHALL NOT BE OF CELLULOSE - CoNTAING
<br />MATERIALS AND SHALL RECEIVE APPLICATION OF A TERMITICIDE IN ANNULAR SPACE BETwEEN SLEEVE AND PIPE, CFBC-2302,1.3)
<br />
<br />AFTER ALL wORK IS COMPLETED, LOOSE wOOD AND FILL MUST BE REMOVED FROM BELOw AND wITHIN 1/0" OF THE BUILDING, THIS INCLUDED ALL
<br />GRADE STAKES) TUB TRAP BOXES, FORMS) SHORING OR OTHER CELLULOSE CONTAINING MATERIAL, NO wOOD) VEGATATION; STUMPS) CARDBoARD1 TRASH1
<br />ETC, SHALL BE BURIED wITHIN 15'08 OF ANY BUILDINGOR PROPOSED BUILDING. (FBC-2303,1.4)
<br />
<br />GENERAL NOTES:
<br />
<br />wINDOw AND DOOR MANUFACTURERS TO PROVIDE CERTIFICATION/RATING THAT THEIR wINDOwS AND DOORS
<br />wILL wITHSTAND THE PRESSURE RESULTING FROM THE SPECIFIED DESIGN COMPONENTS AND CLADDING wIND
<br />PRESSURE AND PROVIDE INSTALLATION INFORMATION wITH THEIR PRODUCTS,
<br />
<br />CONTRACTOR TO INSTALL wINDOwS AND DOORS ACCORDING TO INSTRUCTIONS SUPPLIED BY MFGR AND HAVE
<br />MAUFACTURERS SPECIFICATIONS (CUT SHEETS) ON SITE AT THE TIME OF INSPECTION FOR REVIEw BY THE
<br />BUILDING INSPECTOR,
<br />
<br />ALL HURRICANE CLIPS) STRAPS AND FASTENERS ARE TO BE APPLIED ACCORDING TO THE FASTENERS
<br />SCHEDULE AND MANUFACTURERS SPECIFICATIONS, IF DESIRED, EQUAL VENT CONNECTORS MADE BY ANOTHER
<br />SUPPLIER MAY BE USED IN PLACE OF THE CONNECTORS SHOwN,
<br />
<br />FOUNDATION DESIGN BASIS: ASSUMED CAPACITY OF 2000PSF, CONTRACTOR TO VERIFY THAT SITE
<br />CONDITIONS MEET THIS REQUIREMENT,
<br />
<br />THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS UPON THE INTERACTION OF VARIOUS
<br />CONNECTED COMPONENTS, PROVISE ADEQUATE BRACING; SHORING AND ANY OTHER TEMPORARY SUPPORTS
<br />AS REQUIRED TO SAFELY COMPLETE THE wORK,
<br />
<br />CAST-IN-PLACE CONCRETE DESIGN AND CONTRUCTION
<br />
<br />NORMAL wEIGHT REINFORCED CONCRETE SHALL HAVE
<br />FOOTINGS AND SLAB GRADE_______ 2500 PSI
<br />MASON TRY CELL FILL------------ 2500 PSI
<br />ALL OTHER CONCRETE----------- 2500 PSI
<br />REINFORCING STEEL SHALL CONFORM TO ASTM A-165) GRADE
<br />LAP SPLICES wHERE REQUIRED SHALL BE A MINIMUM OF 250
<br />30" FOR #6 REBAR AND 35" FOR #7 REBAR
<br />wELDED wIRE FABRIC SHALL CONFORM TO ASTM A185,
<br />BE AS FOLLOwS,
<br />
<br />FOOTINGS__________ 3"
<br />COLUMNS___________ 1/2" FOR #5 AND SMALLER, 2" FOR ALL OTHER
<br />FLOOR SLAB________ 1 1/20 FROM TOP OF SLAB
<br />
<br />SPLICES IN REINFORCING SHALL BE AS FOLLOwS:
<br />wELDED wIRE FABRIC_____ 8H
<br />REINFORCING STEEL_______ ALL BARS LAP MIN 250
<br />
<br />STANDARD -- AMERICAN CONCRETE INSTITUTE, ACI 318-83
<br />A MINIMUM 28 DAY COMPRESSIVE STRENGTH AS FOLLOwS:
<br />
<br />40 MINIMUM,
<br />FOR #5 REBAR,
<br />
<br />SOIL CONDITIONS:
<br />
<br />BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS, ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA
<br />SHALL BE COMPACTED SUCH THAT IT CAN ADEQUATEL Y SUPPORT 2000 P,S,F, FOUNDATION LOADING.
<br />ALL CONTINUOUS wALL FOOTINGS SLAB ON GRADE AREAS SHALL BE PROOF ROLLED, ALL SOFT SPOTS SHALL BE REMOVED AND REPLACED TO
<br />FINISH GRADE wITH APPROVED FILL MATERIAL. FILL MATERIAL SHALL BE PLACED IN 60 LAYERS MAX AND SHALL
<br />BE COMPACTED TO A MINIMUM OF 95% OBTAINED BY ASTM D-1557) UNTIL FINAL GRADE IS OBTAINED,
<br />
<br />MINIMUM CONCRETE COVER FOR REINFORCING SHALL
<br />
<br />PL;\r ;~:) 8'l\r\\-b- ')
<br />D;; T E J "" 20 ~ 0 It- - . - . .; :>
<br />EU'C~NG DEPT APP""V'" Q/fJi~
<br />
<br />DESIGN NOTES:
<br />ALL CONSTRUCTION SHALL BE APPROVED IN ACCORDANCE wITH FLORIDA BUILDING CODE, OSHA1 AISC) A\JS D 1.1 CODES AND ALL
<br />APPLICABLE LOCAL REQUIREMENTS, THE STRUCTURE IS DESIGNED TO COMPL 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 wITH
<br />MATERIALS EQUAL OR EXCEEDING ORIGINAL RATINGS,
<br />
<br />Office
<br />c;opy
<br />
<br />Ml'L Y WITH ALL
<br />i\LL woRK SHALL co, \ BU1LDI}.:G
<br />PRE\' AlLING CODES, FLORID, E A. '\'
<br />. TIO~ \L ELEl"TRlC COD 0
<br />CODE.:\A 0,' ,-.--" co- c: r-,'Z;"'\.\w'\C::~
<br />C1T\ OF ZEf\ \'1 no' ----~. ./.,
<br />
<br />ALL INFORMATION ON THIS PAGE IS INTENDED TO BE CORRECT BUT MISTAKES CAN BE MADE AND IT IS THE RESPONSIBILITY
<br />OF THE CONTRACTOR TO VERIFY ALL INFORMATION PRIOR TO CONSTRUC ION,
<br />
<br />'""""
<br />
<br />I hereby certify tho t I ho ve reviewed this plC)n C)nd found it to be in
<br />cOMplionce with section 1606 of the FloridC) Building Code) 2001 edition)
<br />
<br />~ \ ^(
<br />~ ?Iv
<br />'[ -I
<br />\ i) (l- \)
<br />
<br />DAVID Cl\I~R
<br />DOGWOOD LANE
<br />D " 'W " S ~ I rr I-I , P " E "
<br />FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
<br />Custom flame Plan Service
<br />9909 ~ALLASTON DRIVE-DADE CITY FLORIDA 33525
<br />P\{]N[: 352-52] -0865 r AX' 352-521-0867 [ -MA!L: zephyr27@gt<" net
<br />
<br />7 OCT 2004
<br />
<br />RICK GOLLHARDT - DRAFTSMAN
<br />iC/ro;(JO'I
<br />SHEET OF
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<br />ENGINEER NOTES
<br />STANDARD NOTES
<br />
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<br />DC) vid W, SMith; P,E,
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<br />DESIGN/DRAWN CHECKED
<br />R, GOLLHARDT D.W,SMITH'p,E,
<br />
<br />2004-34
<br />
<br />ENGINEER LICENCE ~53608
<br />
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