|
<br />ENGINEER/S
<br />
<br />NOTES:
<br />
<br />1.
<br />2,
<br />3,
<br />4.
<br />5,
<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'I
<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 />ACCORDING TO THE 2001 EDITION FLORIDA
<br />GAS) ENERGY EFFICIENCY) ACCESSIBILITY)
<br />/
<br />
<br />BUILDING)
<br />AND 2002 NATIONAL
<br />
<br />PRE-CAST AND PRE-STRESSED CONCRETE COMPONENTS SHALL BE USED AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS, PRE-CAST LINTELS HAVE
<br />BEEN REVIEVlED AND PLACED BASED ON DESIGN ALLOVlABLE LOAD INFORMA TION PROVIDED BY SPECIFIED PROVIDER, ENGINEER
<br />OF RECORD MUST PROVIDE IN VlRITING ANY CHANGE IN LINTEL MANUF ACTURER, ALL OTHER STRUCTURAL 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 REVIEVI, 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, 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 MANUFACTURER1S SPECIFICATIONS SUCH THAT IT VlILL VlITHSTAND THE COMPONENTS AND CLADDING PRESSURES REQUIRED BY
<br />THE SEALED PLANS,
<br />ALL PRE-ENGINEERED VlOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER, 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 />MANUF ACTURER 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 REVIEVlED 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 PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA, TRUSSES TO BE HANDLED AND INSTALLED USING MOST RECENT
<br />HIB RECOMMENDATIONS, TEMPORARY AND PERMANENT BRACING SHALL BE PER MOST RECENT HIB RECOMMENDATIONS UNLESS NOTED OTHERVlISE, DR
<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 />ALL ~ORK TO BE COMPLETED
<br />PLUMBING) MECHANICAL) FUEL
<br />ELECTRICAL CODE
<br />
<br />10 SQFT
<br />20 SQFT
<br />50 SQFT
<br />100 SQF T
<br />
<br />+12,5/ -42.1
<br />+11.4/-38,2
<br />+10,0/-33
<br />+10.0/-29.1
<br />
<br />THE ATTACHMENT OF ASPHAL T SHINGLES ON THIS PRODUCT MUST BE IN COMPLIANCE VlITH ASTM D3161 (MODIFIED TO 110MPH) DR M-DC PA 107-95,
<br />
<br />THE DESIGN wIND PRESSURE
<br />ZONE 4
<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 />TERMITE PROTECTION:
<br />
<br />A VlEATHER RESISTANT JOB SITE POSTING BOARD SHALL BE PROVIDED TO RECIEVE DUPLICATE TREATMENT CERTIFICATES AS EACH REQUIRED
<br />PROTECTION TREATMENT IS COMPLETED, 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 USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR
<br />TO FINAL BUILDING APPROVAL, (FBC-104,2,6)
<br />
<br />}t THE TREATMENT CERTIFICATION SHALL PROVIDE THE PRODUCT USED, IDENTIFY OF THE APPLICATOR; TIME AND DATE OF THE TREATMENT, SITE
<br />~LOCATION, AREA TREATED, CHEMICAL USED, PERCENT CONCENTRATION AND NUMBER OF GALLONS USED TO ESTABLISH A VERIFIABLE RECORD OF
<br />PROTECTION TREATMENT, fA PERMANENT SIGN VlHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE-INSPECTION AND TREATMENT
<br />CONTRACT RENE\JAL SHAtI BE PROVIDED, THE SIGN SHALL BE POSTED NEAR THE \JATER HEATER DR ELECTRICAL PANEL, (FBC-104,2,7D
<br />
<br />CONDENSATE AND ROOF DOVlNSPOUTS SHALL DISCHARGE AT LEAST 1'0" AVlAY FROM BUILDING SIDE \JALLS, IRRIGATION/SPRINKLER SYSTEMS INCLUDING
<br />ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED wITHIN 1'011 OF THE BUILDING SIDE \JALLS, (FBC-1503AA)
<br />
<br />GENERAL NOTES:
<br />
<br />TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, VIALL COVERINGS SHALL NOT EXTEND TO VlITHIN 6 INCHES OF THE FINAL GRADE,
<br />EXCEPTIONS: PAINT DR DECORATIVE CEMENTITIoUS FINISH NOT LESS THAN 5/811 THICK ADHERED DIRECTL Y TO THE FOUNDATION VIALL, (FBC-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, (FBC-1816.1,l)
<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 INSTALL TIoN OF TRAPS; ETC" SHALL BE MADE VlITH PERMANENT METAL OR PLASTIC FORMS,
<br />PERMANENT FORMS MUST BE OF A SIZE DR DEPTH THAT VlILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT,
<br />(FBC-1816,1.3)
<br />
<br />MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION, IF RAINFALL OCCURS BEFORE VAPOR RETARDER
<br />PLACEMENT; RETREATMENT IS REQUIRED, (FBC-1816.1A)
<br />
<br />CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION VIALL MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT, SOIL TREATMENT MUST BE
<br />APPLIED UNDER ALL EXTERIOR CONCRETE DR GRADE VlITH 1'011 OF THE STRUCTURE SIDE\JALLS, (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 \JILL BE ISSUED, THE CERTIFICATE OF COMPLIANCE SHALL STATE: IIBUILDING HAS RECIEVED A COMPLETE TREATMENT FOR THE
<br />PREVENTION OF SUBTERRANEAN TERMITES, THE TREATMENT IS IN ACCORDANCE VlITH THE RULES AND LAVIS OF THE FLORIDA DEPARTMENT OF
<br />AGRICUL TURE AND CONSUMER SERVICES,II
<br />(FBC-1816,1.7)
<br />TERMITE PROTECTION SHALL BE PROVIDED BY FLOOR FRAMIMG OF NATURALLY DURABLE VlOOD PRESERVATIVE TREATED VlOOD, 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 - CONTAINING
<br />MATERIALS AND SHALL RECEIVE APPLICATION OF A TERMITICIDE IN ANNULAR SPACE BETVlEEN SLEEVE AND PIPE, (FBC-2302,1.3)
<br />
<br />AFTER ALL \JORK IS COMPLETED) LOOSE \JOOD AND FILL MUST BE REMOVED FROM BELO\J AND VlITHIN 1'011 OF THE BUILDING, THIS INCLUDES ALL
<br />GRADE STAKES, TUB TRAP BOXES; FORMS, SHORING DR OTHER CELLULOSE CONTAINING MATERIAL, NO VlOOD, VEGATATION, STUMPS, CARDBOARD, TRASH,
<br />ETC) SHALL BE BURIED VlITHIN 15'0' OF ANY BUILDING DR PROPOSED BUILDING, CFBC-2303.1.4)
<br />
<br />\JINDOVl AND DOOR MANUFACTURERS TO PROVIDE CERTIFICATION/RATING THAT THEIR VlINDO\JS AND DOORS
<br />\JILL VlITHSTAND THE PRESSURE RESULTING FROM THE SPECIFIED DESIGN COMPONENTS AND CLADDING \JIND
<br />PRESSURE AND PROVIDE INSTALLATION INFORMATION VlITH THEIR PRODUCTS,
<br />
<br />CONTRACTOR TO INSTALL \JINDOVlS AND DOORS ACCORDING TO INSTRUCTIONS SUPPLIED BY MFGR AND HAVE
<br />MAUFACTURERS SPECIFICATIONS (CUT SHEETS) ON SITE AT THE TIME OF INSPECTION FOR REVIEVI 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 SHOVlN,
<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, PROVIDE ADEQUATE BRACING, SHORING AND ANY OTHER TEMPORARY SUPPORTS
<br />AS REQUIRED TO SAFELY COMPLETE THE \JORK,
<br />
<br />CAST-IN-PLACE CONCRETE DESIGN AND CONTRUCTION STANDARD -- AMERICAN CONCRETE INSTITUTE, ACI 318-83
<br />
<br />NORMAL VlEIGHT REINFORCED CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH AS FOLLO\JS:
<br />FOOTINGS AND SLAB GRADE_______ 3000 PSI
<br />MASONTRY CELL FILL------------ 3000 PSI
<br />ALL OTHER CONCRETE----------- 3000 PSI
<br />
<br />REINFORCING STEEL SHALL CONFORM TO ASTM A-165) GRADE 40 MINIMUM,
<br />LAP SPLICES VlHERE REQUIRED SHALL BE A MINIMUM OF 2511 FOR #5 REBAR,
<br />30# FOR #6 REBAR AND 35" FOR #7 REBAR
<br />VlELDED VlIRE FABRIC SHALL CONFORM TO ASTM A185, MINIMUM CONCRETE COVER FOR REINFORCING SHALL
<br />BE AS FOLLOVlS,
<br />
<br />Office
<br />Copy
<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 VIALL FOOTINGS SLAB ON GRADE AREAS SHALL BE PROOF ROLLED, ALL SOFT SPOTS SHALL BE REMOVED AND REPLACED TO
<br />FINISH GRADE VlITH APPROVED FILL MATERIAL, FILL MATERIAL SHALL BE PLACED IN 6# LAYERS MAX AND SHALL
<br />BE COMPACTED TO A MINIMUM OF 95% OBTAINED BY ASTM D-1557, UNTIL FINAL GRADE IS OBTAINED,
<br />
<br />FOOTINGS__________ 3"
<br />COLUMNS___________
<br />FLOOR SLAB
<br />
<br />1/2" FOR #5 AND SMALLER; 211 FOR ALL OTHER
<br />1 1/2# FROM TOP OF SLAB
<br />
<br />t~/A'''' ..., -j\ r..'VT I,)
<br />.:: ,,-:z..')"" '.~) !.:"..... ~''-t d'.'~
<br />,. ..'.1-- ~---- ~~ v...
<br />- -~ "-'" ''''f'')VDtL.~1!-)- ~
<br />
<br />SPLICES IN REINFORCING SHALL BE AS FOLLOVlS:
<br />wELDED wIRE FABRIC_____ 811
<br />REINFORCING STEEL ALL BARS LAP MIN 25'
<br />
<br />Office
<br />Copy
<br />
<br />DESIGN NOTES:
<br />ALL CONSTRUCTION SHALL BE APPROVED IN ACCORDANCE VlITH FLORIDA BUILDING CODE) OSHA, AISC, AVIS D 1.1 CODES AND ALL
<br />APPLICABLE LOCAL REQUIREMENTS, THE STRUCTURE IS DESIGNED TO COMPL Y VlITH THE 2001 FLORIDA BUILDING CODE, BUILDING BASE
<br />CONNECTIONS SHALL BE PROVIDED AS SHO\JN, ALL MATERIALS IDENTIFIED BY MANUFACTURER NAME MAY BE SUBSTITUTED \JITH
<br />MA TERIALS EQUAL DR EXCEEDING ORIGINAL RA TINGS,
<br />
<br />.-. v.\..~ ::'n.u...L \..u.\ir L Y \\;lTH ALL
<br />,:E: \ /\l..Ll\G CODES, r-WRlDA BU1LDll\G
<br />l 01)[:, 0;A TlO~AL CLECTRlC CODE A.'\1)
<br />CrTV OF ZEPHyR} ;lLLS ORDINA.J\CES
<br />
<br />Office
<br />(~py
<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 INFORMA TION PRIOR TO CONSTRUCTION,
<br />
<br />"
<br />
<br />DQ vid W, SMith) P,E,
<br />
<br />~ ~(
<br />~ \~Ol
<br />I. '}-'V
<br />
<br />DAVID Cl\RR
<br />DOGWOOD LANE
<br />
<br />RICK GOLLHAROT - DRAFTSMAN
<br />
<br />I hereby certify thO,t I hQ ve reviewed this plQn Qnd found it to be in
<br />cOMplio'nce with section 1606 of the FloridQ Building Code) 2001 edition)
<br />
<br />D . W . S M I rI" I-I , P . E .
<br />FLORIDA PROFESSIONAL ENGINEER L[CENSE NUMBER 53608
<br />PROJECTS ENGINEERING CONSULTANT
<br />9909 wALLASTON DRIVE-DADE CITY,FLORIDA 33525
<br />PHONE: 352...521-0865 FAX: 352-521-0867 E-I<1A[L: zephyr27@gte. net
<br />
<br />ENGINEER NOTES
<br />STANDARD NOTES
<br />
<br />SHEET OF
<br />
<br />1 OF 12
<br />
<br />SCALE
<br />
<br />DATE
<br />
<br />JOB NO.
<br />
<br />21 FEB 2005
<br />
<br />ENGINEER LICENCE U53608
<br />
<br />CARR CONSTRUCTION, INC
<br />
<br />DESIGN/DRAWN CHECKED
<br />R. GOLLHARDT D.W.SMITH,P.E,
<br />
<br />2005-17
<br />
|