|
GENERAL NOTES:
<br />THIS BUILDING HAS BEEN DtBIGNED TO CONFORM TO THE 2001 FLORIDA BUILDING CODE
<br />RESIDENTIAL AND 2005 SUPPLEMENTS
<br />ARKAY ENGINEERING INC: A REGISTERED LICENSED, FLORIDA FROFES61ONAL STRUCTURAL
<br />ENGINEERING COMPANY: HAS APPLIED " RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN
<br />OF THI8 STRUCTURE
<br />THE BUILDING ( INCLUDING ALL COMPONENTS AND CLADDINGS SHALL BE DESIGNED FOR THE
<br />FOLLOWING SUPERIMPOSED LOADS
<br />SLAB:
<br />LIVE LOAD$ - 50 P .$.F,
<br />DEAD LOADS - 0 P,S.F,
<br />ROOF:
<br />LIVE LOAD$ (TRUSS TOP CORD) - 20 P.S.F.
<br />DEAD LOADS (TRUSS TOP CORD) - 10 P,6,1F,
<br />DEAD LOAD (TRUSS BOTTOM CORD) - 10 P.B.F.
<br />ASSUMED TRU88 SELF WEIGHT ( DEAD LOAD) - 1 P.B.F.
<br />WIND DESIGN A68UMPTIONB:
<br />BUILDING EXPOSURE - B
<br />BUILDING IMPORTANCE FACTOR ■ 1.0
<br />MEAN ROOF HEIGHT 30' OR LESS
<br />HEIGHT 1 EXPOSURE ADJUSTMENTS COEFFICIENT • 1.0
<br />ENCLOSED BUILDING
<br />INTERNAL PRE66URE COEFFICIENT " • / - 0.18
<br />SEE WIND SPEED AT BOTTOM RIGHT OF ALL SHEETS
<br />CONSTRUCTION TYPE: V
<br />SOIL BEARING 1 COMPACTION:
<br />THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE $OIL BEARING CAPACITY OF
<br />2000 P.B.F.( MINIMUM ) THE CONTRACTOR / PROPERTY OWNER 18 RESPONSIBLE FOR VERIFYING
<br />THAT THE SOIL ON THE 81TE 1$ PROPERLY PREPARED AND COMPACTED SUCH THAT IT CAN
<br />SUPPORT A 2000 P.B.F. FOUNDATION LOADING
<br />ARKAY ENGINEERING INC: A REGISTERED LICENSED FLORIDA FROFE86IONAL STRUCTURAL
<br />ENGINEERING COMPANYi DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION
<br />SITE NOR PERFORMING ANY $OIL TESTING
<br />ARKAY ENGINEERING INC SHALL NOT BE RESPONSIBLE FOR THE SITE SOIL ABILITY TO SUPPORT
<br />THE BUILDING LOADS
<br />FOUNDATION 4 SLAB - ON- GRADE NOTES :
<br />BUILDING 817E SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS:,
<br />ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED
<br />SUCH THAT IT CAN ADEQUATELY SUPPORT A 2000 P.B.F. FOUNDATION LOADING. BLAB
<br />SHALL BE PLACE OVER A 6 MIL VAPOR BARRIER ON CLEAN ADEQUATELY COMPACTED
<br />AND TERMITE POISONED SOIL
<br />CONCRETE UTILIZED IN THE FOUNDATION AND SLABS SHALL HAVE A MINIMUM 28 DAY
<br />COMPRESSIVE STRENGTH OF 3000 P.8.1.
<br />REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
<br />WITH A8TMI A -615. LAP SPLICES, WHERE REQUIRED $HALL BE A MINIMUM OF 25" FOR
<br />4 5 RE15AR , 30" FOR '6 REBAR 4 35" FOR 0 1 RS5AR
<br />PLANS ARE ENGINEERED FOR A MAXIMUM BTEMUJALL HEIGHT OF 4 COURSE$ ( AFTER
<br />FINAL 61TE GRADING) THE CONTRACTOR OR BUILDING OWNER $HALL DETERMINE THE
<br />EXACT BTEMWALL HEIGHT BABE UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION
<br />AND CONTACT ARKAY ENGINEERING WHEN MORE: THAN 4 COURSE ARE REQUIRED
<br />A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE
<br />FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A
<br />STRING BTRECTED FROM MARKER TO MARKER '(O VERIFY REQUIRED SET BACKS
<br />SOIL TERMITE TREATMENT:
<br />TERMITE PROTECTION SHALL BE PROVIDED 13Y REGISTERED TERMITICIDES, INCLUDING PESTICIDES
<br />APPLIED TO SOIL, OR WOOD, BATING SYSTEMS, CR OTHER APPROVED PROTECTION LABELED FOR
<br />USE AS PREVENTATIVE TREATMENT TO NEW CONSTRUCTION.
<br />A CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED
<br />PEST CONTROL COMPANY BEFORE A " CERTIFICATE OF OCCUPANCY WILL BE ISSUED, THE CERTIFICATE
<br />SHALL STATE: (PER FBC R320.0
<br />THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
<br />TERMITES. THE TREATMENT 16 INACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMEN
<br />OF AGRICULTURE AND CONSUMERS SERVICES
<br />1/2" CDX OR 1/16" OSB ROOF SHEATHING
<br />IF A REGISTERED TERMITICIDE BAIT SYSTEM 16 TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION
<br />SECTION R320.1 THROUGH R320.1.6 DO NOT APPLY, A SIGNED FIVER EYAR CONTRACT FROM THE ISSUE
<br />OF THE CERTIFICATE OF OCCUPANCY A68URING INSTALLATION, MAINTENANCE AND MONITORING OF THE
<br />BAITING SYSTEM $HALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE BLAB POUR. THE SYSTEM
<br />MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL ( PER FBC R320.11)
<br />INITIAL 601L P0180NIN61 TREATMENT SHALL BE DONE AFTER ALL EXCAVATION
<br />BACKFILLING 4 COMPACTION ARE COMPLETE ( PER FBC 320.0,)
<br />ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE- TREATED
<br />INCLUDING ANY BOX OR FORMED AREAS ( PER FBC R320.1.2)
<br />BOXED AREA IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE
<br />WITH PERMANENT METAL OR PLASTIC FORMS, PERMANENT FORMS MUST BE OF AN
<br />ADEQUATE SIZE 4 DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE
<br />INITIAL TREATMENT ( PER FBC R320.1.3)
<br />A MINIMUM 6 MILL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
<br />DILUTION IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE TREATMENT $HALL
<br />BE REQUIRED (PER FBC R320.1.4)
<br />ANY CONCRETE OVERPOUR , MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION
<br />PERIMETER MUST BE REMOVED PRIOR TO EXTERIOR BOIL TREATMENT. ( PER FBC R320,1.5)
<br />EXTERIOR $OIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
<br />WITHIN 12' OF THE STRUCTURE 81DE WALLS (PER FBC R320.1.60
<br />AN EXTERIOR VERTICAL CHEMICAL BARRIER $HALL BE INSTALLED AFTER CONSTRUCTION 18
<br />COMPLETE ( INCLUDING LANDSCAPING AND IRRIGATION) ANY SOIL DISTURBED AFTER THE
<br />VERTICAL BARRIER 16 APPLIED, SHALL BE RETREATED (PER FBC R320.1.6)
<br />CONDENSATE AND ROOF DOWN SPOUTS DISCHARGE AT LEAST 12" AWAY FROM THE BUILDING
<br />SIDE WALL$ (PER FBC R320.1)
<br />AFTER ALL WORK 18 COMPLETE ANY L008E WOOD AND FILL MUST BE REMOVED FROM
<br />BELOW AND WITH IN 12" OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES TUB
<br />TRAP BOXES, FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS
<br />PER (FBC R320.8131)
<br />THE DISTANCE FROM THE EXTERIOR WALL COVERING ( EXCEPTIONS: PAINT AND DECORATIVE
<br />CEMENTITIOUS FINISH LESS THAN B /8" THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL)
<br />AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6" TO ALLOW FOR INSPECTION FOR FUTURE
<br />TERMITE INFESTATIONS (PER F13C R104)
<br />EXTERIOR WINDOWS 1 DOORS:
<br />ALL EXTERIOR WINDOWS 4 GLASS DOORS OR ENTRANCE DOOR $HALL BE TESTED IN ACCORDANCE WITH
<br />ANSI /AMMA/NWWDA 101/182 STANDARD AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURE
<br />PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY
<br />ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES $HALL BE TEST OR ENGINEERED TO TRANSFER
<br />1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE
<br />INSTALL ALL WINDOWS AND DOOR ASSEMBLIES PER THE MANUFACTURE ANCHORING RECOMMENDATIONS
<br />TO ACHIEVE THE DESIGN PRE66URES SPECIFIED
<br />ELECTRICAL, PLUMBING, t MECHANICAL:
<br />IN ACCORDANCE WITH CHAPTER 411.003 (2) (U OF THE FLORIDA ADMINISTRATIVE CODE: ELECTRICAL
<br />PLUMBING AND MECHANICAL SYSTEMS SHALL BE DE8IGNED BY THE RESPECTIVE CONTRACTOR TO
<br />MEET ALL APPLICABLE CODES, THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HERON
<br />ARE BASE UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS /HER REQUIREMENTS,
<br />ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WITHIN 6' FEET OR SINKS), GARAGE AND AT
<br />EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND FAULT INTERRUPTER "GFI" CIRCUIT
<br />'AFI" CIRCUIT
<br />ALL ELECTRICAL OUTLETS IN BEDROOMS 1 FIXTURES $HALL BE WIRED INTO AN ARC -FAULT INTERRUPTER
<br />SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND IN HALL WAY AREAS ADJACENT
<br />TO BEDROOM AND OTHER LIVING AREAS
<br />GROUND WIRE FORM RE13AR TO ELECTRICAL PANEL PER N.E.C.
<br />TRUS3E8:
<br />IF TH'v CONTRACTOR , TRU68 MANUFACTURE OR ANY OTHER DE51GN PROFESSIONAL REVISE THE
<br />TRUSS SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PLANS ARKAY ENGINEERING, INC 16
<br />REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE
<br />DESIGN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT
<br />SECURE U1ALL TO SLAB WITH
<br />1/2 "X5" REDHEAD EXPANSION
<br />BOLTS 24" OC
<br />SECURE POST TO SLAB WITH SIMPSON
<br />ABU44 POST BASE WITH 5/8 "X5" REDHEAD
<br />EXPANSION BOLT AND l(o) 16D NAILS IN POST
<br />1
<br />SEE ROOF TRUSS PLAN
<br />SECURE POST TO BEAM WITH SIMPSON
<br />AC4 POST CAP WITH (6) IroD NAILS IN
<br />POST AND BEAM
<br />2X4 WOOD SUB FASCIA WITH
<br />ALUMINUM SOFFIT, FASCIA AND
<br />DRIP, AND GUTTER
<br />m
<br />i
<br />I
<br />I
<br />�
<br />I
<br />000
<br />000
<br />11^ � Kl
<br />:CJ
<br />SHEET BOTH SIDES OF WALL WITH
<br />1116" 05 SHEATHING NAILED 3"
<br />OC ON PLATES AND 6" OC ON
<br />STUDS,
<br />16 "X12" MONO FOOTING WITH
<br />(2) "5 REVAR ON CHAIRS
<br />WALL SECTION DETAIL
<br />NOT TO 5CAL E
<br />5' O"
<br />ELECTRICAL FLAN 1/4 _ 1 1 0 11
<br />5' O"
<br />I I ROOF EDGE I I
<br />_._.._._. ...... ...... ............. ._._-_..i.._._.
<br />0 \ I
<br />i% \
<br />T
<br />T RIDGE I O
<br />O i
<br />at 3
<br />0 �\q(y�v •— • -- --- — •- -- •— •--- •- - -- -•— -
<br />�� O O uj
<br />_._ 2 _1 —� — — r — ----- ...... -F• —•—
<br />o
<br />O I
<br />GABLE END
<br />PARTIAL ROOF PLAN
<br />PANEL EDGE SUPPORT FOR NARROW WIDTH ROOF EDGE
<br />PER APA TECHNICAL NOTE R215A, I6" - 24" INCH PANELS
<br />DOUBLE PLY CLIP THE SIDE ADJACENT TO THE FULL WIDTH
<br />PANEL. NONE REQUIRED AT RIDGE OR HIP. 12" - 16" LUMBER
<br />ONLY BLOCKING (2X4) FLAT WISE OR EDGEWISE ON THE 61DE
<br />ADJACENT TO THE FULL WIDTH PANEL NONE REQUIRED AT
<br />RIDGE OR HIP, 12" OR LESS USE LUMBER ONLY BLOCKING
<br />(2X4) FLAT WISE OR EDGEWISE ON BOTH PANEL EDGE$
<br />ZONE ° SO RING SHANK NAILS AT 6' OC AT ALL EDGE$
<br />BD RING $HANK NAILS AT 12' OC INTERMEDIATE
<br />ZONE 2Q O3 8D RING SHANK NAILS AT 6" OC, 4 OC AT
<br />ROOF EDGES, RIDGE LINES, OR GABLE END WALL
<br />NOTE. END JOINTS FOR SHEATHING SHALL BE
<br />STAGGERED AND OCCUR OVER A FRAMING
<br />MEMBER
<br />ROOF SHEATHING NAILING DETAIL
<br />NOT TO SCALE
<br />THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
<br />AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
<br />EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
<br />PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
<br />DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR C08T OF
<br />REPAIRS OR DELAY TO THE CONSTRUCTION
<br />R -30 INSULATION
<br />IN ATTIC AREA _
<br />t
<br />NAILED PER ROOF SHEATHING DETAIL
<br />ENGINEERED ROOF TRUSSES WITH 8D RS NAILS, USE STEEL PLYCLIPS
<br />AND 0 30 FELT WITH SHINGLES,
<br />1 2
<br />INSIDE CEILING LINE OF SCISSOR
<br />TRUSSES, COVER WITH BEADED
<br />VINYL SOFFIT
<br />DBL 2 X 12 0 2 PINE BEAM
<br />WITH ONE LAYER 1/2" PLY
<br />WOOD IN CENTER
<br />SCREEN
<br />DOUBLE 2X4 "2 COVER SHEATHING
<br />SPRUCE TOP PLATE WITH TYVEK HOUSE WRAP
<br />\ H L\ SIDING
<br />\\
<br />STUDS SPACED 16" OC
<br />SINGLE 2X4 P.T.
<br />BOTTOM PLATE
<br />THESE DRAWINGS ARE THE PROPERTY OF RYMAN CONSTRUCTION OF FLORIDA,
<br />INC. AND ANY USE OF SUCH DRAWINGS WITHOUT WRITTEN PERMISSION FROM
<br />RYMAN CONSTRUCTION OF FLORIDA, INC. IS PROHIBITED.
<br />2x4 CROSS- BRACING m RIDGE
<br />I 20' -O" MAX
<br />i
<br />L4111111
<br />111
<br />Ail
<br />E
<br />I
<br />1�1
<br />D�i
<br />SEE TRU88 SYSTEM ENGINEERING DRAWINGS FOR ANY ADDITIONAL
<br />BRACING OR CROSS BRACING REQUIREMENTS
<br />RE Q, MINIMUM TRU55 BRACING
<br />ALUMINUM SCREEN CHANNEL
<br />ATTACHED TO POST AND
<br />FRAMING
<br />4X4 P,T, POST
<br />TOP /BOTTOM CHORD GABLE
<br />Z END BRACING A 48" O.C. MAX
<br />FOR THE FIRST 4 ROWS OF
<br />TRUSSES (MIN 2X4 )
<br />c m
<br />CONT, BOTTOM CHORD
<br />BRACING (1 "x4" MIN,) s
<br />10' -0" MAX.
<br />ARKAY ENGINEERING INC,
<br />STRUC RAL ENGINEERS
<br />RICHARD �. KIJDEY QP, .
<br />FLC %R;D 1 LICENSE NUMB'E - P. 31296
<br />I HERBY CERTIFY IHAT TI-12SE PLANS AND SPECIFICATIONS
<br />WERE PREPARES? BY ME OR 1 -! \DFR MY DIRECT SUPERVISION
<br />ARE IN COMPLIANCE WITH rNAPTER 16, SECTION 1609 OF THE
<br />FLORIDA BUILDING CODE 2001 FOR 120 MPH (3 SECOND GUST)
<br />WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2001
<br />FLORIDA BUILDING CODE RESIDENTIAL, AND 2009 SUPPLEMENTS
<br />Z�zm
<br />m
<br />o 0
<br />® t9 &°
<br />co!I z 00
<br />> tn
<br />p �N
<br />z M cin
<br />m u ,
<br />0 m
<br />Z � W Ul
<br />X
<br />W O �a
<br />Q A u n�
<br />Ly z N
<br />r m
<br />3L
<br />F I
<br />Z ul m
<br />Q :jW
<br />OD LL
<br />LL
<br />r�
<br />c:l •
<br />_0 Q�
<br />z 0 )
<br />LL
<br />3 , 1.
<br />Ul �$ ` LU
<br />gal
<br />ll.l
<br />W
<br />�
<br />J
<br />Q
<br />d
<br />Q
<br />Q
<br />0
<br />3
<br />r
<br />o
<br />p Q O
<br />O �s�
<br />~ LU
<br />A
<br />ALSO AC ° �
<br />T AREA
<br />1 6 0 SCQ, FT,
<br />20P2
<br />ARKAY
<br />
|