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GENERAL NOTES:
<br />THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2004 FLORIDA BUILDING CODE
<br />ANY CONCRETE OVERPOUR , MORTAR OR STUCCO MATERIAL: S ALONG THE FOUNDATION
<br />PERIMETER MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT. ( PER FBG)
<br />ARKAY ENGINEERING INC: A REGISTERED LICENSED, FLO RIDA PROFESSIONAL STRUCTURAL
<br />,: RATIONAL'ANALY $IS FOR THE STRUCTURAL DESIGN
<br />ENGINEERING COMPANY: HAS APPLIED
<br />EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
<br />OF THIS STRUCTURE
<br />WITHIN 12" OF THE STRUCTURE SIDE WALLS (PER FBC)
<br />THE BUILDING ( INCLUDING ALL COMPONENTS AND CLADD INGS SHALL BE DESIGNED FOR THE
<br />AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE IN STALLED AFTER CONSTRUCTION IS
<br />FOLLOWING SUPERIMPOSED LOADS
<br />COMPLETE ( INCLUDING LANDSCAPING AND IRRIGATION) ANY SOIL DISTURBED AFTER THE
<br />VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED (PER FBC)
<br />FLOORS:
<br />LIVE LOADS - 40 P.B.F.
<br />CONDENSATE AND ROOF DOWN SPOUTS DISCHARGE AT LEAS T 12" AWAY FROM THE BUILDINGS
<br />DEAD LOADS - 10 P.S.F.
<br />SIDE WALLS (PER FBC)
<br />GARAGE SLAB:.
<br />AFTER ALL WORK IS COMPLETE ANY LOOSE WOOD AND FIL L MUST BE REMOVED FROM
<br />LIVE LOADS - 50 P.S.F.
<br />BELOW AND WITH IN 12" OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES TUB
<br />DEAD LOADS - 10 P.S.F.
<br />TRAP BOXES, FORMS, SHORING AND ANY OTHER CELLULOS E CONTAINING MATERIALS
<br />ROOF:
<br />PER (FBC)
<br />LIVE LOADS (TRUSS TOP CORD) - 20 P,S, F.
<br />DEAD LOADS (TRUSS 7O CORD) IO .SF. i8 P S.F. WHEN TILE ROOF INSTALLED
<br />tHE DISTANCE FROM THE EXTERIOR WALL COVERING (EX GEPTIQNS: PAINT AND DECORATIVE
<br />DEAD LOAD (TRUSS BOTTOM CORD) - 10 .F.
<br />ASSUMED TRUSS SELF WEIGHT (DEAD LOAD)) - 1 P.S.F.
<br />CEMENTITIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL)
<br />AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6" T O ALLOW FOR INSPECTION FOR FUTURE
<br />WIND DESIGN ASSUMPTIONS:
<br />TERMITE INFESTATIONS (PER FBC)
<br />COMPLIES WITH SECTION I6O9 FBC
<br />BUILDING EXPOSURE - B
<br />EXTERIOR WINDOWS 4 DOORS:
<br />BUILDING IMPORTANCE FACTOR is1.0 ,
<br />MEAN ROOF HEIGHT 30' OR LESS
<br />ALL EXTERIOR WINDOWS 4 GLASS DOORS OR ENTRANCE DO OR SHALL BE TESTED IN ACCORDANCE WITH
<br />HEIGHT 4 EXPOSURE ADJUSTMENTS COEFFICIE NT • L0
<br />ANSI/AMMA/NWWDA 101/152 STANDARD AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURE
<br />ENCLOSED BUILDING
<br />PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY
<br />INTERNAL PRESSURE COEFFICIENT • a / - O .18
<br />SEE WIND SPEED AT BOTTOM RIGHT OF ALL SH EETS
<br />ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TEST OR ENGINEERED TO TRANSFER
<br />1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING S UBBTRATE
<br />SOIL BEARING 4 COMPACTION:
<br />INSTALL ALL WINDOWS AND DOOR ASSEMBLIES PER THE M ANUFACTURE ANCHORING RECOMMENDATIONS
<br />TO ACHIEVE THE DESIGN PRESSURES SPECIFIED
<br />THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE S OIL BEARING CAPACITY OF
<br />2000 P.S.F.( MINIMUM ) THE CONTRACTOR/PROPERTY OW NER IS RESPONSIBLE FOR VERIFYING
<br />THAT THE SOIL ON THE SITE IS PROPERLY PREPARED AN D COMPACTED SUCH THAT IT CAN
<br />SUPPORT A 2000 P.S.F. FOUNDATION LOADING
<br />ELECTRICAL, PLUMBING, 4 MECHANICAL:
<br />ARKAY ENGINEERING INC: A REGISTERED LICENSED FLOR IDA PROFESSIONAL STRUCTURAL
<br />ENGINEERING COMPANY: DESIGNED THESE FOUNDATIONS W ITHOUT VISITING THE CONSTRUCTION
<br />IN ACCORDANCE WITH CHAPTER 411,003 (2) (1) OF THE FLORIDA ADMINISTRATIVE CODE. ELECTRICAL
<br />SITE NOR PERFORMING ANY SOIL TESTING
<br />PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTOR TO
<br />MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HERON "
<br />ARKAY ENGINEERING INC SHALL NOT BE RESPONSIBLE FO R THE SITE SOIL ABILITY TO SUPPORT
<br />ARE BASE UPON A DESIGN PROVIDED BY THE OWNER TO A DDRESS HIS/HER REQUIREMENTS.
<br />1/2" CDX OR 1/16" OSB ROOF SHEATHINGS
<br />NAILED 6" OC ON ALL EDGES AND IN THE
<br />FIELD WITH 8D NAILS, USE STEEL PLYCLIPS
<br />AND 0I5 FELT WITH SHINGLES, RIDGE VENT
<br />AS REQUIRED
<br />ENGINEERED ROOF
<br />SEE ROOF TRUSS PLAN TRUSSES 24" OC
<br />MIN R-22 INSULATION
<br />IN ALL ATTIC AREAS
<br />1/2 CEILING TYPE E P
<br />GYPSUM BOARD
<br />2X6 WOOD SUB WITH
<br />ALUMINUM SOFFIT AND 0
<br />FASCIA TRIM
<br />SINGLE BOND BEAM WITH (1) 05
<br />SEE LINTEL CHART REBAR CONTINUOUS TIED TO ALL
<br />VERTICAL RODS
<br />ALUMN S.H. WINDOWS
<br />MASONRY SILLS
<br />TYPICAL 4" CONCRETE SLAB WITH WIRE MESH
<br />OR FIBER MESH AND 6 MILL VISQUEEN OVER
<br />8" BLOCK WALL 10'0" 1N HEIGHT CLEAN COMPACT TERMITE TREATED SOIL
<br />DECORATIVE CEMENTITOUS FINISH
<br />THE BUILDING LOADS 4, 4„
<br />ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WI THIN 6' FEET OR SINKS), GARAGE AND AT .. - DENOTES 05 REBAR X CONT, PLACED IN BOTTOM COURSE AND
<br />FOUNDATION 4 SLAB - ON GRADE NOTES EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND F AULT INTERRUPTER "GFI" CIRCUIT ::
<br />16 DEEP BEAM POURED SOLID WITH 2500 PSI C ONCRETE. 16 X I8 FOOTINGS WITH
<br />BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS:. ALL ELECTRICAL OUTLETS IN BEDROOMS t FIXTURES SH ALL BE WIRED INTO AN ARC -FAULT INTERRUPTER (2) 05 REBAR ON CHAIRS
<br />ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AR EA, SHALL BE COMPACTED "AFL" CIRCUIT '• P -DENOTES PRE STRESSED U LINTEL WITH "5 REBA R X CONT, — — — —
<br />SUCH THAT IT CAN ADEQUATELY SUPPORT A 2000 P.S.F. FOUNDATION LOADING. SLAB SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND IN HALL WAY AREAS ADJACENT PLACED IN BOTTOM COURSE 4 1&" DEEP BEAM POURED SOLID
<br />SHALL BE PLACE OVER A 6 MIL VAPOR BARRIER ON CLEAN ADEQUATELY COMPACTED TO BEDROOM AND OTHER LIVING AREAS WITH 2500 PSI CONCRETE
<br />7 ITE PpIgON�p gplL GROUND WIRE TO 05 VERTICAL RODS FROM
<br />CONCRETE UTILIZED IN THE FOUNDATION AND SLABS SPA LL HAVE A MINIMUM 26 DAY GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N.E.C. FOOTINGS TO BOND BEAM
<br />COMPRESSIVE STRENGTH OF 3000 P.8.1. FOOTING REBAR WITH 24" LAP MINIMUM
<br />SAFETY GLAZING:
<br />REINFORCING; STEEL SHALL BE GRADE 40 MINIMUM AND I DENTIFIED IN ACCORDANCE 16" 4"
<br />WITH ASTM A -615, LAP SPLICES, WHERE REQUIRED SHA LL BE A MINIMUM OF 25" FOR a" X a" X 16" KNOCK OUT BLOCK BOTTOM OF FOUNDATION
<br />„ THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARD OUS LOCATION FOR THE PURPOSE OF
<br />"5 REBAR , 30 FOR "fo REBAR 4 35 FOR 01 REBAR GLAZING TOP COARSE WITH 1 05 HORIZONTAL MINIMUM 12" BELOW GRADE
<br />PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGH T OF 4 COURSES ( AFTER 8„ REBAR TIED TO ALL VERTICAL RODS
<br />FIXED AND SLIDING PAN EL OF SLIDING DOORS
<br />FINAL SITE GRADING)THECONTRACTOR OR BUILDING OW NER SHALL DETERMINE THE (1) GLAZING IN SWING DOORS,
<br />EXACT STEMWALL HEIGHT BASE UPON SITE CONDITIONS P RIOR TO POURING THE FOUNDATION ASSEMBLIES i
<br />II
<br />AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 CO URSE ARE REQUIRED (2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ;o• /1 1J// WALL
<br />J� I DETAIL
<br />'� II
<br />ROOMS, BATHTUBS AND SHOWERS. GLAZING IN ANY P ORTION OF A BUILDING WALL BOX STEEL LINTELS OVERALL WINDOW 10 0 5LOCK WALL DETA Ii.-
<br />A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS = AND DOOR OPENINGS, NO 05 REBAR
<br />FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A THAN 60" ABOVE THE DRAIN INLET i ti REQUIRED ON BEAMS UP TO 24'0"
<br />STRING STRECTED FROM MARKER TO MARKER TO VERIFY REQUIRED SET BACKS (3) GLAZING IN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE WITH NO MORE THAN 6061-58 PLF I
<br />THE NEAREST VERTICAL EDGE IS WITHIN A 24" RAD IUS OF THE DOOR IN A CLOSED NOT TO SCALE
<br />POSITION AND WHOSE BOTTOM EDGE 18 LESS THAN 6 - 0" ABOVE THE FINISH FLOOR OR
<br />WALKING SURFACE
<br />MASONRY WALLS: WALKING
<br />GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PA NEL OTHER THAN THOSE LOCATIONS OPTIONAL POWER BOX LINTEL DETAIL
<br />CONCRETE MASONRY UNIT SHALL BE HOLLOW UNIT MASONR Y IN ACCORDANCE WITH ASTM C-SO DESCRIBED IN ITEMS (2) AND (3) ABOVE . THAT M EETS ALL OF THE FOLLOWING
<br />AND SHALL HAVE MINIMUM F'M OF 1500 P.5,1, (A) EXPOSED AREA OF AN INDIVIDUAL PANE GREAT ER THAN 5 80. FT.
<br />(S) BOTTOM EDGE LESS THAN 18" ABOVE THE FLOOR -
<br />MORTAR SHALL CONFORM t0 ASTMC -210 AND SHALL BE E ITHER TYPE M OR S (C) TOP EDGE GREATER THAN 36" ABOVE THE FLOOR
<br />(D) ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY
<br />REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND I DENTIFIED IN ACCORDANCE OF THE PLANE OF THE GLAZING
<br />WITH ASTMA-615. LAP SPLICES WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR "5 REBAR
<br />30" 6 FOR "REBAR AND 35" FOR 01 REBAR. 8" x a" X 1S KNOCK OUT BLOCK
<br />.TOP COARSE WITH I 05 HORIZONTAL
<br />GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE REFER TO THE 2004 FLORIDA BUILDING CODE ADDITIONAL AREAS $„ REBAR TIED TO ALL VERTICAL RODS
<br />OF 3/8" PLACED AT 8 TO Il INCH SLUMP AND HAVE A M INIMUM 28 DAY COMPRESSIVE STRENGTH OF THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR T HE �`� (1) SiMPSON HETA20 POURED IN
<br />2000 P.S.I. ( WHEN TESTED PER ASTM C-IOIS )
<br />PURPOSE OF GLAZING .�� / TOP OF BLOCK COLUMN EACH SIDE
<br />PROVIDE CLEAN OUT OPENINGS ( 12 SQ. IN. ) IN CELL S CONTAINING SPLICED REINFORCEMENT. WHEN yO •••/// 8" X 8" X 16" KNOCK OUT BLOCK of wooD BEAM. FILL ALL NAIL HOLES
<br />THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT OVER POWER STEEL LINTELS, WITH WITH IOD X 1 1 2/" NAILS
<br />DRAFTSTOPPING: - • 1 EACH 05 REBAR IN THIS COARSE
<br />WHEN SPAN OF LINTEL Is OVER 12'4" DBL 2 X 12 02 PINE BEAM _
<br />SOIL TERMITE TREATMENT: IN SINGLE FAMILY DWELLINGS, DRAFT8TOPPINGS SHALL BE PROVIDED ( PARALLEL TO THE MAIN WITH ONE LAYER 1/2" PLY
<br />FRAMING MEMBERS) IN FLOOR / CEILING ASSEMBLIES SE PARATING USEABLE SPACES. DRAFTSTOPPING WOOD IN CENTER
<br />TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES SHALL BE CONSTRUCTED SUCH THAT THE FLOOR / CEILIN G ASSEMBLEY 18 BROKEN UP INTO TWO OR MORE
<br />APPLIED TO SOIL, OR WOOD, BATING SYSTEMS, OR OTHE R APPROVED PROTECTION LABELED FOR APPROXIMATED AREAS WITH NO AREA GREATER THAN 1000 SOFT. OPTIONAL POWER STEEL LINTEL DETAIL 4 X 4 P.T.POST ANCHOR TO TO OF WALL
<br />USE AS PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. - P P
<br />USING (1) SIMPSON HETA20 STRAP POURED
<br />ALL ARCH FRAMING TO BE 2 X 4 IN LINTEL AT EACH SIDE OF POST, STRAP
<br />A CERTIFICATE OF COMPLIANCE SHALL BE 155UED TO T HE BUILDING DEPARTMENT BY A LICENSED ATTIC ACCESS:
<br />PEST CONTROL COMPANY BEFORE A " CERTIFICATE OF OC CUPANCY WILL BE ISSUED.. THE CERTIFICATE "2 SPRUCE MAXIMUM STUDS SPACING BEAM TO POST USING ll) SIMPSON LSTA24
<br />ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXC EEDING 30 SQ. FT, AND HAVING OF 16" WITH 1/2" PLYWOOD NAILED 6" OC, STRAP ALL TRUSSES TO WOOD STRAP EACH SIDE. FILL NAIL HOLES IN ALL
<br />SHALL STATE: (PER FBC) „ „
<br />MINIMUM 30 INCHES OF VERTICAL HEIGHT. ROUGH FRAMED OPENING NOT BE LESS THAN 22 X30 WITH 8D COMMON NAILS. ALL MATERIALS BEAM USING I EACH SIMPSON STRAPS WITH IOD X 1 1/2 NAILS
<br />HAS V A COMPLETE TREATMENT FO THE PREVENTION OF SUBTERRANEAN
<br />INCHES, WHEN MECHANICAL EQUIPMENT IS LOCATED IN T HE ATTIC IT SHALL BE INSTALLED 1N 8" x 8" x I6" KNOCK OUT BLOCK ATTACHED TO BLOCK COLUMNS TO BE HIO CLIP PER TRUSS, FILL ALL
<br />THE BUILDING S RECEIVED C PLE E RE R E PRACCORDANCE WITH 2O04 FLORIDA BUILDING CODE RESIDENTIAL - SECTION M1305.1.3 TOP COARSE WITH 1 05 HORIZONTAL PRESSURE TREATED. ATTACH TO BLOCK NAIL HOLES WITH IOD X 1 1/2"
<br />TERMITES. THE TREATMENTS ERS SERVICES
<br />WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT REBAR TIED TO ALL VERTICAL RODS USING 114" X 3 1/4" TAP CONS MAXIMUM NAILS ROOF TRUSS WITH 4" BEARING
<br />OF AGRICULTURE AND CONSUMERS SERVICES
<br />SPACING 6' OC.
<br />INITIAL SOIL POISONING TREATMENT SHALL BE DONE AF TER ALL EXCAVATION TRUSSES: .�.
<br />BACKFILLING 4 COMPACTION ARE COMPLETE ( PER FBC) IF THE CONTRACTOR , TRU58 MANUFACTURE OR ANY OTHE R DESIGN PROFESSIONAL REVISE THE 5" PRECAST LINTEL BLOCK
<br />TRUSS SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PL ANS ARKAY ENGINEERING, INC 18 OVER ALL OPENINGS. I EACH
<br />ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SH ALL BE RE- TREATED REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMEN TS FOR COMPLIANCE WITH THE o, 05 REBAR IN THIS COARSE WHEN I
<br />INCLUDING ANY BOX OR FORMED AREAS ( PER FBC) DESIGN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT SPAN OF LINTEL OVER 5'2"
<br />BOXED AREA IN THE CONCRETE SLAB FOR INSTALLATION OFTRAPS SHALL BEMAD
<br />E 1
<br />WITH PERMANENT METAL OR PLASTIC FORMS, PERMANENT FORMS MUST BE OF AN --------------------------------
<br />ADEQUATE SIZE 4 DEPTH TO ELIMINATE ANY D15TURBANC E OF THE SOIL AFTER THE OPTIONAL STANDARD PRECAST DETAIL
<br />INITIAL TREATMENT ( PER FBC)
<br />16" ROUND BLOCK COLUMN 1
<br />A MINIMUM 6 MILL VAPOR BARRIER MUST BE INSTALLED TOPROTECT AGAINST RAINFA
<br />LL WITH (2) 05 REBAR POURED
<br />1 �
<br />DILUTION IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE TREATMENT SHALL IN CENTER FROM PAD BELOW
<br />,
<br />BE REQUIRED (PER FBC)
<br />ENTRY WALL
<br />•
<br />HORIZONTAL LINTEL 5 REBAR
<br />_ 25'
<br />fE�l
<br />IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR
<br />/OWNER TO PROVIDE DOCUMENTS aHOWING THAT ALL
<br />WINDOWS AND DOORS ON THIS SPECIFIC JOB MEET THE
<br />DESIGN PRESSURES STATED ON PLANS.
<br />WIND DESIGN PRESSURE SCHEDULE
<br />OPENING
<br />POSITIVE
<br />NEGATIVE
<br />OPENING
<br />POSITIVE
<br />NEGATIVE
<br />(A) •
<br />20.16
<br />-21JI
<br />(K)•
<br />20.16
<br />-21.11
<br />(B) •
<br />20.16
<br />-2256
<br />- !L)
<br />20.16
<br />-21.11 -
<br />(0) •
<br />19.59
<br />-213S
<br />(M) -
<br />20.80
<br />-21.20
<br />(0) •
<br />20.16
<br />-2256
<br />(N)
<br />21,20
<br />-2300
<br />(E) •
<br />20.16
<br />-2256
<br />(0)
<br />-, 21,20
<br />-23,00 -
<br />(F) •
<br />20.16
<br />-2256
<br />(P)
<br />21.20
<br />-2300
<br />(G) •
<br />20.16
<br />-22.56
<br />(0)
<br />20.80
<br />-21.20
<br />lH) •
<br />19.59
<br />-2139
<br />(R)
<br />21.20
<br />-2196
<br />(1) •
<br />20.16
<br />-22.56
<br />(a)
<br />21,20
<br />-2300
<br />(J) •
<br />20.16
<br />-21A
<br />(T)
<br />21.20
<br />-2300
<br />• MULTIPLE WINDOW OR DOOR UNIT
<br />LINTEL LOAD CHART ( 11'oll DEEP SECTION
<br />CLEAR SPAN
<br />CONCRETE U LINTEL
<br />"POWER" STEEL
<br />"POWER" STEEL
<br />BOX LINTEL
<br />I' - 6"
<br />4981 PLF ( UNFILLED )
<br />1010 PLF L-2
<br />S965 PLF
<br />2' - 2"
<br />3435 PLF ( UNFILLED )
<br />6626 PLF L-2
<br />6830 PLF
<br />2' - 8"
<br />2111 PLF ( UNFILLED )
<br />5256 PLF L-2
<br />5549 PLF
<br />3' - 2"
<br />2332 PLF ( UNFILLED )
<br />4508 PLF L-2
<br />4613 PLF
<br />4' - O"
<br />1835 PLF ( UNFILLED )
<br />3535 PLF L-2
<br />3699 PLF
<br />4' - 6"
<br />1624 PLF ( UNFILLED )
<br />3154 PLF L-2
<br />3286 PLF
<br />5' - 2"
<br />2139 PLF ••
<br />2146 PLF L-2 +•
<br />2864 PLF ••
<br />6' -2-1
<br />2211 PLF I•
<br />229$ PLF L-2 ••
<br />2400 PLF •'
<br />1' - O
<br />1981 LF ..
<br />P
<br />_ „
<br />2 25 F 2
<br />O L L
<br />P
<br />211 F n
<br />4 PL
<br />8' - O"
<br />1123 PLF ••
<br />1168 PLF L-2 ••
<br />2213 PLF ••
<br />S' - 2"
<br />148B PLF ••
<br />1545 PLF L-2 ••
<br />ISS4 PLF ••
<br />10' - O"
<br />1354 PLF is
<br />1414 PLF L-2 ••
<br />ISIS PLF ••
<br />10' - 8"
<br />1211 PLF ••
<br />1325 PLF L-2 '•
<br />1110 PLF +•
<br />IV- 2"
<br />1200 PLF r•
<br />1230 PLF L-2 ••
<br />162S PLF ••
<br />12' - O"
<br />1109 PLF •'
<br />1118 PLF L-2 ••
<br />1515 PLF ••
<br />12' - $"
<br />1044 PLF ••
<br />1116 PLF L-2 ••
<br />1436 PLF ••
<br />13' - 4"
<br />1398 PLF •' P
<br />1381 PLF L-2 •• SL - 1
<br />1364 PLF ••
<br />14' - O"
<br />1321 PLF •• P
<br />1321 PLF L-2 •• SL - I
<br />1299 PLF ••
<br />16, - O"
<br />1152 PLF •• P
<br />1046 PLF L-2 •• SL - 1
<br />1131 PLF ••
<br />18' - O"
<br />1016 PLF •• P
<br />826 PLF L-2 •• 8L - I
<br />960 PLF ••
<br />S11 PLF •• P
<br />110 PLF L-2 •• SL - I
<br />893 PLF ••
<br />20' - O"
<br />$16 PLF •• P
<br />629 PLF L-2 •• SL - 1
<br />164 PLF ••
<br />22' - 8"
<br />189 PLF •• P
<br />523 PLF L-2 •• SL - 1
<br />606 PLF •'
<br />IV I
<br />RICHAR L. K DD P.E.
<br />FLORIDA. LICEN&E NUMEiER 312S6
<br />HERBY CERTIFY THAT THE:'13• PLANS ARID SPECIFICATIO NS
<br />WERE PREPARED BY ME OR' UNDER MY DIRECT SUPERVISION
<br />THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIER NO LIABILITY INSURANCE AND THEREFORE ARE IN COMPLIANCF WITA CHAPTER 16, SECTION 1609 O F THE
<br />AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND OESIGNER FROM ALL CLAIMS, LOSSES AND FLORIDA BUILDINC, CODE 2004 FOR 120 MPH (3 SECOND GUST)
<br />EXPENSES'(INCLUDING REASONABLE ATTORNEY FEES). ARISING OUT OF OR RESULTING FROM THE WIND ZONE - 100 FAST ST- S EED MPH AND THE ENTIRE 2004
<br />PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION P E P R
<br />DRAWINGS BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF FLORIDA BUILDING CODE AND ALL 2005 AND 200E
<br />REPAIRS OR DELAY TO THE CONSTRUCTION
<br />SUPPLEMENTALB
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<br />BUILDING 5400
<br />ENTRY
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<br />ENTRY
<br />*2 49,3
<br />TOTAL
<br />5498,E
<br />FIG
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<br />ARKAY
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