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SPED I F I GATT ONS
<br />I. I. CONSTRUCTION
<br />I. I. I. AGI 3 b-05 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
<br />I. I. 2. AGI 530-05, A50E 5/TM5 402-05 d AGI 530.1-05, A5GE 6/TMS 602-05
<br />SPECIFICATIONS FOR MASONRY 5TRUGTURE5.
<br />I. I. 3. A5TM G210-04, G416-02, AND Gq0-OI SPECIFICATIONS FOR MASONRY STRUCTURES
<br />I. I. 4. NATIONAL DE516N 5PECIFIGATION5 (NDS) FOR WOOD GON5TRUGTION, 2005 EDITION, AND ALL
<br />ACCOMPANYING SUPPLEMENTS.
<br />I. I. 5. FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBG), 2001 EDITION,
<br />(INGLUDING 200q SUPPLEMENT)
<br />I. 1. 6. "MANUAL OF STEEL GON5TRUGTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN
<br />INSTITUTE OF STEEL CONSTRUCTION, (AI5G) CITH EDITION.
<br />I. I. 1. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
<br />TRU55 PLATE INSTITUTE TPI 1-02.
<br />I. I. b. FLORIDA FIRE PREVENTION CODE (FFPG 2001)
<br />1.2. DESIGN :
<br />I. 2. I.
<br />AGI 30-05 BUILDING CODE REQUIREMENT5 FOR 5TRUGTURAL CONCRETE
<br />I. 2. 2.
<br />AGI 550-05, ASGE 5/TM5 402-05 d AGI 550.1-05, A5GE 6/TM5 602-05
<br />SPECIFICATIONS FOR MA50NRY STRUCTURES.
<br />I. 2. 3.
<br />- 4 - A 4 - I SPECIFICATIONS FOR MASONRY TRUCTURE5
<br />A5TM G210 04, G 16 02, AND G O O S E 50 5
<br />I. 2. 4.
<br />NATIONAL DESIGN 5PEGIFIGATION5 (NDS) FOR WOOD GON5TRUGTION, 2005 EDITION, AND ALL
<br />ACCOMPANYING SUPPLEMENTS.
<br />I. 2. 5.
<br />PLYWOOD DE51ON 5PEGIFIGATION5 (APA)
<br />I. 2. 6.
<br />FLORIDA RESIDENTIAL GODE (FRG), FLORIDA BUILDING CODE (FBG), 2001 EDITION,
<br />(INCLUDING 200q SUPPLEMENT)
<br />1.5. SHOP
<br />DRAWINGS :
<br />I. 3. 1.
<br />THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DE51ON PLANS BY OTHERS
<br />DURING THE PREPARATION OF SHOP DRAWIN65 WITHOUT WRITTEN APPROVAL FROM
<br />THE ENGINEER OF RECORD.
<br />I. 3. 2.
<br />ALL SHOP DRAWIN65 ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
<br />THE COMMENCEMENT OF GON5TRUGTION.
<br />I. 3. 3.
<br />ALL ROOF AND FLOOR TRU55 SHOP DRAWIN65 ARE TO BE SIGNED AND SEALED BY A
<br />FLA. RE6. PE. AND SHALL INCLUDE: DRAWIN65 AND CALCULATIONS, REACTIONS AND
<br />BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO
<br />SUPPORTING TRUSS MEMBERS.
<br />1.4. GENERAL BUILDING NOTES
<br />I. 4. I.
<br />OGGUPANGY CLA551FIGATON RESIDENTIAL, GROUP R-3
<br />I. 4. 2.
<br />BUILDING HEIGHT IN FEET d NUMBER OF STORIES = < 60'-0", 2-STORY
<br />I. 4. 3.
<br />TYPE OF CONSTRUCTION: VB
<br />I. 4. 4.
<br />PARTY HALLS SHALL PROVIDE NOT LESS THAN A 2-HOUR FIRE RESISTANCE RATING.
<br />PLUMBING, PIPING, DUCTS ELECTRICAL OR OTHER BUILDING SERVIGE5 SHALL NOT BE
<br />INSTALLED WITHIN OR THROUGH THE 2-HOUR WALL UNLESS 51JCH MATERIALS AND METHODS
<br />OF PENETRATION HAVE BEEN TESTED IN ACCORDANCE WITH FBG 2001, SECTION 103.
<br />2. DES I GN LOADS
<br />2.1. DEAD
<br />LOADS:
<br />2. I. I.
<br />UNIT HEIGHT OF SOIL, COMPACTED : 120 PGF
<br />2. I. 2.
<br />UNIT HEIGHT OF REINFORCED CONCRETE : 150 PGF
<br />2. 1.5.
<br />UNIT WEIGHT OF b" G.M.U. BLOCK 55 PSF
<br />2. I. 4.
<br />15T FLOOR 50PERIMP05ED LOAD : 20 P5F
<br />2. 1.5.
<br />UNIT HE16HT OF 2x4 PARTITION HALLS : II PSF
<br />2. I. 6.
<br />UNIT HEIGHT OF 2x6 BEARING WALLS : 12 P5F
<br />2. I. 1.
<br />BALCONIES d DECKS : 15 P5F
<br />2. I. 8.
<br />TILE ROOF
<br />TOP CHORD : 15 P5F
<br />BOTTOM CHORD : 10 P5F
<br />2. I. q.
<br />SHINGLE ROOF
<br />TOP CHORD 1 P5F
<br />BOTTOM GHORD : 10 P5F
<br />2. I. 10.
<br />FLOOR TRU55E5 15
<br />2.2.
<br />LIVE
<br />LOADS :
<br />2. 2. I.
<br />51DEHALK AND DRIVEWAY LOAD: 250 PSF
<br />2. 2. 2.
<br />GARAGE LOADS; 40 PSF
<br />2. 2. 3.
<br />PARTITIONED ROOMS: 40 PSF
<br />2. 2. 4.
<br />BALCONY AND DECKS : 60 P5F
<br />2. 2. 5.
<br />5TAIRWAY5 AND LANDINGS : 40 P5F
<br />2. 2. 6.
<br />2. 2.1.
<br />FLOOR TRUSS
<br />TOP CHORD MINIMUM : 40 PSF
<br />2. 2. 8.
<br />ROOF TRUSS
<br />TOP CHORD MINIMUM 20 P5F
<br />BOTTOM GHORD (H/O STORAGE) 10 P5F (NON -CONCURRENT)
<br />2 3
<br />RAILING LOADS :
<br />2. 3. 1.
<br />ALL RAILING AND GUARD RAIL 5Y5TEM'5 ARE TO BE DESIGNED TO HITHSTAND A
<br />CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
<br />DIRECTION ON THE RAILING.
<br />2. 3. 2.
<br />ALL RAILING AND GUARD RAIL 5Y5TEM'S ARE TO BE DESIGNED TO WITHSTAND A
<br />HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD
<br />OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL
<br />2. 3. 3.
<br />GUARDRAIL SYSTEM SHALL BE DE516NED TO WITHSTAND 2001b CONCENTRATED
<br />HORIZONTAL LOAD APPLIED ON 1 50. FT. AT ANY POINT IN THE SYSTEM.
<br />2. 3. 4.
<br />2.3.1., 2.3.2 d 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH
<br />SHALL BE APPLIED TO PRODUCE THE MAXIMUM 5TRE55E5 IN THE MEMBER GOMPONENT5.
<br />2.4.
<br />HI ND
<br />LOADS :
<br />2. 4. I.
<br />HIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SEGT. R501 OF THE FRG 2001
<br />EDITION (INCLUDING 200q SUPPLEMENT), AND CONDUCTED BASED ON A 120 MPH, 3
<br />SECOND &U5T, EXPOSURE "C", IMPORTANCE FACTOR "I" = I.O. ENCLOSED BUILDING
<br />2. 4. 2.
<br />NET UPLIFT DEAD LOADS - 10 P5F SHINGLE, 15 P5F TILE
<br />2. 4. 3.
<br />WIND LOAD DETERMINATION BASED ON ASGE 1-05
<br />2.5.
<br />DEFLECTIONS :
<br />FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 1/560 TIMES THE SPAN FOR LIVE LOADS
<br />ND /240 TIMES THE SPAN FOR TOTAL LOAD.
<br />3. DESIGN
<br />M THOD
<br />3. I.
<br />LOAD FACTOR DESIGN
<br />3. I. I.
<br />THE LOAD FACTOR DESIGN METHOD WAS USED TO DE510N
<br />GA5T-IN-PLAGE CONCRETE 5LA55 AND FOOTIN05
<br />3 2.
<br />SERVICE LOAD DESIGN :
<br />3. 2. I. THE SERVICE LOAD DE51ON METHOD HAS USED TO DE51ON
<br />MASONRY WALLS AND LINTELS
<br />INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING
<br />STAIRS AND FLOOR FRAMING
<br />ROOF FRAMING, SHEATHING AND UPLIFT
<br />3 3 LOAD COMBINATIONS FOR LRFD DESIGNS
<br />3. 3. I. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR
<br />TOTAL DL + FLOOR LL + ROOF LL
<br />TOTAL DL + FLOOR LL + HL
<br />TOTAL DL + HL
<br />3. 3. 2. ALL ROOF AND FLOOR TRUSSES SHALL BE DE51ONED TO RE515T THE HOR5T LOAD
<br />COMBINATION RESULTING IN THE MAXIMUM STRE55ES PLACED ON THAT COMPONENT.
<br />BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED.
<br />3 4. DESIGN ASSUMPTIONS :
<br />3. 4. I. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS
<br />SHOWN OTHERWISE IN THE DE51ON PLANS.
<br />4. MATERIALS
<br />4. 1. RE I NFORG I NG STEEL
<br />4. I. I. REINFORCING STEEL SHALL BE A5TM A615-04a GRADE 40, f'y = 40 Ksi
<br />4. I. 2. LAP SPLICE SHALL BE A5 FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 15".
<br />4, 1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE
<br />CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION 15 SHOWN TO THE
<br />FACE OF THE CONCRETE.
<br />4. 1.4. REINFORCING PETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
<br />4. 1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED
<br />YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF
<br />RECORD.
<br />4. 1.6. DE51ON COVER REQUIREMENT5
<br />G-I-P CONCRETE FORMED AGAINST EARTH 31,
<br />C-I-P CONCRETE EXPOSED TO EXTERIOR : 2"
<br />G-I-P CONCRETE NOT EXPOSED : IY211
<br />GROUT FILLED MASONRY : 314
<br />4. I. 1. WELDED WIRE FABRIC (WWF): A5TM A05-01
<br />4. I. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH AGI 315-LATE5T EDITION.
<br />4.2. CONCRETE :
<br />4.2.1.
<br />CONCRETE TYPE
<br />MIN. 25 DAY
<br />DE51ON (Fc.)
<br />MODULES OF
<br />ELASTICITY
<br />DESIGN (E)
<br />G-I-P CONCRETE (NORMAL HEIGHT)
<br />2,500 Psi
<br />2,550 Ksi
<br />G-I-P CONCRETE (NORMAL HEIGHT) HERNANDO GO. ONLY
<br />5,000 Psi
<br />5,122 Ksi
<br />G-I-P GROUT
<br />3,000 Psi
<br />3,122 K51
<br />4. 2. 2.
<br />CONCRETE SHALL 6ON515T OF I" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP
<br />BETWEEN 6" AND 1" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
<br />CRITERIA.
<br />4. 2. 3.
<br />GROUT SHALL C-ON515T OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX
<br />WITH SLUMP BETWEEN ,5" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR
<br />ADDITIONAL CRITERIA.
<br />4. 2. 4.
<br />CONSTRUCTION JOINTS WILL BE PERMITTED
<br />4. 2. 5.
<br />METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN
<br />ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
<br />4. 2. 6.
<br />EARTH SUPPORTED 5LAB5 (EXCLUDING EXTERIOR WALKWAYS d DRIVEWAYS)
<br />3 1 2" MIN. THICKNESS MIN. REINFORCEMENT OF 6.0 x 6.0 1 4 x l 4 F
<br />/ W/ W/ WW
<br />IN TOP I-1/2" OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. HHF
<br />CONTRACTORS DISCRETION.
<br />4. 2. 1.
<br />CONCRETE PLACEMENT PRA TI HA E IN ACCORDANCE
<br />G GES S LLB H/ ALL
<br />AGI- MCP 2004 STANDARDS.
<br />4.3. CONCRETE MASONRY :
<br />4. 3. I.
<br />FILLED CELLS H/ (1) #5 BAR SHALL BE LOCATED PER PLAN.
<br />4. 3. 2.
<br />LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE A5TM Gq0-01, TYPE II
<br />NON-MO15TURE CONTROLLED.
<br />4. 3. 3.
<br />ALL CELLS d CAVITIES BELOW GRADE HILL BE FILLED W/ CONCRETE IN ALL
<br />STEM WALLS.
<br />4.3.4.
<br />THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI
<br />MINIMUM.
<br />4. 3. 5.
<br />METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
<br />CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
<br />4. 3. 6.
<br />MORTAR SHALL BE TYPE "5" FOR ALL MASONRY GON5TRUGTION.
<br />4. 3. 1.
<br />MASONRY ROUGH OPENING MAY VARY IN THE GROSS SECTION DIMENSION OR ELEVATION
<br />DIMENSION 5PEGIFIED ON THE APPROVED PLANS FROM -1/4" TO +1/2" PER SECTION R606.13
<br />4.4. STRUCTURAL LUMBER
<br />4. 4. I.I.
<br />INTERIOR LOAD BEARING HALLS 5PF, fb = 615 PSI, E = 1200 Ksi
<br />ALL EXTERIOR FRAMING 5PF, fb = 615 PSI, E = 1200 Ksi
<br />4. 4. 1.2.
<br />ALL FRAME WALLS TO BE CONSTRUCTED USING SPF ,
<br />STUD QUALITY OR BETTER
<br />4.4.2.
<br />ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS
<br />SHALL BE APA RATED SHEATHING EXP I U.N.O.
<br />4.4.3.
<br />ALL PLYWOOD USED FOR INTERIOR APPLICATIONS 5UGH A5 SUB FLOORING AND
<br />SHEAR HALLS SHALL BE APA RATED 5HEATHIN6 EXP I U.N.O.
<br />4.4.4.
<br />IF 05D BOARD 15 TO BE USED IN PLACE OF PLYWOOD 15 TO HAVE SIMILAR OR
<br />GREATER SECTION PROPERTIES.
<br />4. 4. 5.
<br />ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN
<br />CONTACT WITH CONCRETE 15 TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
<br />4. 4. 6.
<br />WHEN PRE ENGINEERED TRU55E5 ARE GALLED FOR ON THE PLANS THE
<br />MANUFACTURER 15 TO SUBMIT 5HOP DRAWIN65 TO THE ENGINEER OF RECORD.
<br />4. 4. 1.
<br />DESIGN, FABRICATE AND ERECT WOOD TRU55E5 IN ACCORDANCE WITH THE "DESIGN
<br />SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
<br />AN51/TPI 1-02, 5651 1 - 03
<br />4.4.5.
<br />UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES
<br />SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
<br />4. 4. q.
<br />ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 1/b" STUCCO FINISH PER
<br />A5TM G. q26, APPLY 3 LAYERS H/ TOTAL THICKNESS 1/5" OVER METAL LATH. FIRST
<br />2 LAYERS 3/8" THICK EACH. 31RD LAYER 1/9," THICK
<br />4. 4. 10.
<br />INSTALLATION OF EXTERIOR LATHING 4 FRAMING SHALL COMPLY TO A5TM G 1063
<br />PER FLORIDA RESIDENTIAL CODE R103.6.2
<br />4. 4. II.
<br />FIELD GUT ENDS, NOTCHES AND DRILLED HOLES OF PRE5ERVATIVELY TREATED
<br />WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M 4
<br />4.5. FASTENERS AND TIE DOWNS :
<br />4. 5. I.
<br />FASTENERS AND TIE DOWN5 SHALL GON515T OF BUT ARE NOT LIMITED TO
<br />SHAPES, ANGLES, CHANNELS : ASTM A36/361-1 04 Fy = 36 K51
<br />ROUND METAL PIPE : A5TM A53-02, GRADE B Fy = 35 Ksi
<br />5QUARE METAL TUBING : A5TM A500-03a, GRADE B Fy = 46K51
<br />HIGH STRENGTH BOLTS : A5TM A325-q4
<br />MACHINE BOLTS : GALVANIZED A5TM A301-03
<br />4. 5. 2.
<br />SHEET METAL ACCESSORIES SHALL CONFORM TO : Fy = 331<51HITH G40
<br />GALVANIZED COATING IN ACCORDANCE WITH A5TM A525-21.
<br />4. 5. 3.
<br />NAILS SHALL CON515T OF : COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
<br />FOLLOWS : Sd = 0.151", IOd = 0.14b", 12d = 0.145", 16d = 0.162".
<br />4. 5. 4.
<br />ALL FASTENERS AND TIE DOHN5 EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
<br />APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER
<br />PRIOR TO INSTALLATION.
<br />4. 5. 5.
<br />ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY GALLED
<br />FOR IN THE PLANS ARE A MINIMUM.
<br />4. 5. 6.
<br />ALL FASTENER TIE DOHN5, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRU55
<br />STRAPPING ARE TO BE INSTALLED IN AGGORDANGE WITH THE PLANS AND
<br />SPECIFICATIONS.
<br />4. 5. 1.
<br />CONCRETE EMBEDDED 'J' BOLT5 USED FOR UPLIFT ARE TO BE HET SET PRIOR TO
<br />INITIAL SET OF THE CONCRETE, 5PAGIN6 AND ALIGNMENT ARE TO BE IN ACCORDANCE
<br />WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS.
<br />4. 5. 5.
<br />CONCRETE EMBEDDED TIE DOWNS USED FOR TRU55 AND WALL UPLIFT ARE TO BE
<br />PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT.
<br />4.6. MIGRO-LAM LUMBER:
<br />4. 6. I.
<br />MICRO -LAM STRESS 6RADE5 SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES:
<br />E = 2,000,000 P51
<br />Fb = 2,150 PSI
<br />Ft = 1850 P51
<br />Fc = 500 PSI (PERPENDICULAR)
<br />Fc = 2,100 (PARALLEL)
<br />4.1. STEEL:
<br />Fv = 255 PSI
<br />4. 1. I. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
<br />STEEL ERECTOR.
<br />4.1 2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.G.
<br />"5PEGIFIGATION FOR THE DESIGN, FABRICATION, AND ERECTION OF 5TRUGTURAL
<br />STEEL FOR BUILDINGS".
<br />4.13. STRUCTURAL STEEL: A5TM A36/36M 04.
<br />4. 1. 4. STEEL TUBING: A5TM A500-03a, &RAPE B.
<br />4. 1. 5. WELDED CONNECTIONS: EIOXX ELECTRODES, MINIMUM 51ZE FILLET HELDS 3/16", AW5
<br />CERTIFIED HELPERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
<br />4,1.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE HEB STIFFENER
<br />PLATES ON EACH 51DE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE
<br />THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN.
<br />4. 1. 1. THE STEEL FRAME 15 "NON-5ELF 5UPPORTIN6". ADEQUATE TEMPORARY SUPPORT
<br />SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR
<br />ELEMENTS ARE IN PLACE.
<br />WOR5T CASE DESIGN PRESSURE TABLE
<br />BUILDING DATA
<br />WIND SPEED 120 MPH
<br />WIND IMPORTANCE FACTOR -- (6) = 1.0
<br />WIND EXPOSURE -- 'C' (FRO R301)
<br />INTERNAL PRESSURE COEFFICIENT= +/- 0.16 ENCLOSED BLDG)
<br />DESIGN IUIND PRE55URE:
<br />(COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE)
<br />0 END ZONE IS ONLY WITHIN 5'-0'
<br />OF ALL EXTERIOR BUILDING CORNERS
<br />WINDOWS AND DOORS
<br />120 MPH + 363 P5F / - 48.6 PSF (END)
<br />+ 363 PSF/ -393 PSF (INTERIOR) U.N.O.
<br />GARAGE DOORS (V = 120 MPH)
<br />SINGLE 9xl +21.6 PSF / -312 PSF
<br />DOUBLE 16x1 +26.4 PSF / -29A PSF
<br />NOTE:
<br />THESE PRESSURES SUPERSEDE ANY AND ALL PRESSURES
<br />LISTED WITHIN THIS CONSTRUCTION DOCUMENT.
<br />4. 8. SOIL:
<br />4. 8. I. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 P5F.
<br />4. 8. 2. ALL SOIL 15 TO BE GLEAN d POISONED FOR TERMITES PER FBG 2001, RESIDENTIAL SECTIONS
<br />R320.1, R320.2, R320.3, d R104.
<br />TERMITE PROTECTION -
<br />PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT
<br />• Soil Chemical Barrier Method
<br />• Other treatment - Must specify proposed method and submit documentation, which
<br />substantiates the proposed method, 15 an approved termite protection system or method.
<br />IF CHEMICAL SOIL TERMITE TREATMENT 15 USED
<br />I. FBG 105.11- "A permanent sign which Identlfie5 the termite treatment provider and need for
<br />re -Inspection and treatment contract renewal shall be provided. The sign shall be posted near the
<br />water heater or electric panel"
<br />2. Condensate and roof downspouts shall r -
<br />a discharge east I' O" away from the building side walls.
<br />P g y 9
<br />3. Irrigation/Sprinkler 5g5tem5 Including all r15er5 and spray heads shall not be installed within I'-0" of
<br />the -building side wall-.
<br />4. FBG R104- To provide for Inspection for termite infestation, between wall covering and final earth
<br />gqrade shall not be less than 6 inches. Exception: Paint or decorative cementit)ov5 finish less than
<br />5/&" thick adhered directly to the foundation wall.
<br />5. R320.1.1 If soil treatment is used for subterranean termite prevention, the Initial chemical loll
<br />treatment Inside the foundation perimeter shall be done after all excavation, backfllling and
<br />compaction Is complete.
<br />6. R320.1.2 If soil treatment is used for subterranean termite prevention, soil area disturbed after
<br />Initial chemical soil treatment shall be retreated with a chemical soll treatment, including spaces
<br />boxed or formed.
<br />1. R320.1.3 If soil treatment 15 used for subterranean termite revention, Space in concrete floors
<br />boxed out or formed for the subs n Installation f I mbpl r 'n r n other
<br />ectve to p u b n taps, dral s o any of e purpose
<br />shall be created by using plastic or metal permanent)yy placed orms of sufficient depth to eliminate
<br />any planned 5011 disturbance after initial chemical Soil -treatment.
<br />8. R320.1.4 If soil treatment is used for subterranean termite prevention, chemically treated soli shall
<br />be protected with a minimum 6 mil vapor retarder to protect against rainfall dilution. If rainfall
<br />occurs before vapor retarder placement, retreotment 15 required. Any work, includingq placement of
<br />reinforcing steel, done after chemical treatment until the concrete floor is poured, shall be done in
<br />such manner as to avoid penetrating or disturbing treated soil.
<br />1. R320.1.5 If soil treatment is used for subterranean termite prevention, concrete overpour or mortar
<br />accumulated along the exterior foundation perimeter shall be removed prior to exterior chemical soil
<br />treatment, to enhance vertical penetration of the chemicals.
<br />10. R320.1.6 If soil treatment is used for subterranean termite prevention, chemical soil treatments shall
<br />also be applied under all exterior concrete or grade within I foot (305 mm) of the primary structure
<br />51dewolls. Also, a vertical chemical barrier Shall be applied promptly after construction Is completed,
<br />including initial landscaping and irrigation/sprinkler insicollation. Any soil disturbed after the chemical
<br />vertical barrier is applied shall be promptly retreated.
<br />II. R320.1.1 If a registered termiticide Formulated and registered as a bait system 15 used for
<br />subterranean termite prevention, Sections R320.I.Ithrovgh R310.1.6 do not applyy; however, a signed
<br />contract assuring the Installation, maintenance and monitoring of the baiting 5y5 em for a minlmvm of 5
<br />years from the Issue of the Certificate of Occupancy shall be provided to the building official prior
<br />io the pouring of the 51ob, and the system must be installed prior to final building approval.
<br />12. FBG R320.1 - All buildings are required to have pre -construction treatment.
<br />13. R320.1 Termite Protection. Termite protection shall be provided by registered termiticides, includingq
<br />soil applied pesticides, baitingq systems and pesticides app Ifed to wood, or other approved methoY
<br />of termite protection labeled use as a preventative -treatment to new construction. See Section
<br />202, Registered termiticide. Upon completion of the application of the termite protective treatment,
<br />p
<br />a Certificatef m lian shall 1 o the bull in deportment
<br />o Compliance ce s a be s sued t cp g depa tme t N the licensed pest control
<br />company that contains the following statement: "The building has received a complete treatment For
<br />the prevention of subterranean termites. Treatment is In accordance with rules and laws established
<br />by the Florida Department of Agriculture and Consumer Services."
<br />14. R320.2 Penetration. Protective sleeves around piping penetrating concrete slab -on- rade floors
<br />shall not be of cellulose -containing materials. If 5011 'treatment 5 used for 5ubterran6an termite
<br />protection, the sleeve shall have a maximum wall thickness of 0.010 Inch. and be sealed within the
<br />slab V51nq a non -corrosive clamping device to ellminotethe annular space between the pipe and the
<br />sleeve. go termicides shall be appTled inside the sleeve.
<br />15. R320.3 Gleaning. Cells and cavities In ma5onru units and air gaps between brick, stone or masonry
<br />veneers and the structure shall be cleaned of all nonpre5ervotive treated or nonnotvrolly durable
<br />wood, or other cellulose -containing material prior to concrete placement.
<br />4. 0 .3. SOIL 15 TO BE COMPACTED TO 615% MODIFIED PROCTOR AS DEFINED BY
<br />A5TM D 1551-00
<br />NOTE:
<br />IT 15 THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS
<br />BEFORE GONSTRUGTI ON BEG 1 NS. DANSGO ENG1 NEER I NC LLG 15
<br />RESPONSIBLE FOR THE STRUGTURAL INTEGRITY OF THIS PROJEGT
<br />ONLY. ANY D I SGREPANGY BETWEEN FIELD CONDITIONS, OTHER
<br />DES I ON PROFESS I ONALS' SHOP DRAW I NOS, CONTRACTORS' BU I LD I NO
<br />METHODS, AND THESE SIGNED AND SEALED DRAW I NC S MUST BE
<br />BROUGHT TO THE ATTENTION OF DANSGO ENGINEERING LLG PRIOR
<br />TO THE COMMENGEMENT OF CONSTRUCTION.
<br />ATTENTION: GHEMIGAL GHANGES IN PRESSURE TREATED WOODS
<br />AS OF DECEMBER 31 ST, 2003, GHROMATED COPPER ARSENATE (GGA-C)
<br />HILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER
<br />USE. 5EVERAL NEW PRESSURE TREATED HOOD ALTERNATIVES HAVE BEEN
<br />GREATED TO REPLACE GGA-C. MANY OF THE NEH PRESSURE TREATED
<br />HOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT 15 THE
<br />CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF HOOD TREATMENT
<br />AND TO SELECT APPROPRIATE GONNEGTORS THAT RESIST GORR0510N.
<br />FOR EXAMPLE, AGG2-C, AGO-D, GBA-A, OR GA-B REQUIRE HOT -DIPPED
<br />GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (5BX)
<br />DOES NOT.
<br />REOU I RED SAFETY GLAZING IN HAZARDOUS LOCATIONS
<br />(RE: FRG R308.4)
<br />R30b.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INGLUDING GLA55 MIRRORS IN HAZARDOUS
<br />LOGATION5 SUCH A5 THOSE INDICATED A5 DEFINED IN SECTION R30B.4 SHALL PA55 THE TEST REQUIREMENTS
<br />OF GPSG 16 GFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II A5 INDICATED IN TABLE R308.3
<br />EXCEPTIONS:
<br />I. POLISHED WIRED 6LA55 FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL
<br />COMPANY WITH AN51 ZcM.l
<br />2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2
<br />R3O8.4 HAZARDOUS LOCATIONS.
<br />THE FOLLOWING SHALL BE CONSIDERED 5PEGIFIG HAZARDOUS LOCATIONS FOR THE PURPOSE OF
<br />GLAZING:
<br />I. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES.
<br />2. &LAZIN& IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN 5LIDIN&
<br />AND BIFOLD CLOSET DOOR ASSEMBLIES.
<br />3. GLAZING IN STORM DOORS.
<br />4. GLAZING IN ALL UNFRAMED SHIN IN R G G DOORS.
<br />5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS,
<br />BATHTUBS, AND 5HOWER5. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE
<br />COMPARTMENTS WHERE THE BOTTOM EXP05ED EDGE OF THE GLAZING 15 LESS THAN 60 INCHES
<br />(1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE.
<br />6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE
<br />NEAREST VERTICAL EDGE 15 WITHIN A 24-INGH(610MM) ARC, OF THE DOOR IN A GLOSED P051TION
<br />AND WHOSE BOTTOM EDGE 15 LE55 THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING
<br />SURFACE.
<br />1. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS
<br />DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
<br />1.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN q 5QUARE FEET (02336 1`12).
<br />1.2 BOTTOM EDGE LE55 THAN Ib INCHES (451 MM) ABOVE THE FLOOR.
<br />1.3 TOP EDGE GREATER THAN 36 INCHES (ql4 MM) ABOVE THE FLOOR.
<br />1.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (q14 MM) HORIZONTALLY OF THE
<br />GLAZING.
<br />8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE.
<br />INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS.
<br />q. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR 5WIMMIN6 POOLS, HOT TUB5
<br />AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LE55 THAN 60 INCHES (1524 MM) ABOVE A
<br />HALKIN6 SURFACE AND WITHIN 60 INCHES (1524 MM ) HORIZONTALLY OF THE HATER'S EDGE. THIS
<br />SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING.
<br />10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (1114 MM)
<br />HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS 15 LE55 THAN
<br />60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT HALKIN6 SURFACE.
<br />11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM
<br />TREAD OF A 5TAIRHAY IN ANY DIRECTION WHEN THE EXP05ED SURFACE OF THE GLASS 15 LE55
<br />THAN 60 INCHES (1524 MM) ABOVE THE N05E OF THE TREAD.
<br />EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS
<br />LOCATIONS:
<br />I. OPENINGS IN DOORS THROUGH WHICH A 3-IN(;H(16 MM) SPHERE 15 UNABLE TO PASS.
<br />2. DECORATIVE GLASS IN ITEMS 1, 6 OR 1,
<br />3. GLAZING IN SECTION R3045.4, ITEM 6, HHEN THERE 15 AN INTERVENING WALL OR OTHER PERMANENT
<br />BARRIER BETWEEN THE DOOR AND THE GLAZING.
<br />4. &LAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A
<br />GLO5ED P051TION OR WHERE ACCESS THROUGH THE DOOR 15 TO A GL05ET OR STORAGE AREA 3
<br />FEET 014 MM) OR LE55 IN DEPTH. &LAZING IN THESE APPLICATIONS SHALL COMPANY WITH
<br />SECTION R308.4, ITEM 1.
<br />5. GLAZING IN SECTION R308.4, ITEMS 1 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE
<br />ACCESSIBLE 51DE(5) OF THE GLAZING 3(o INCHES ± 2 INCHES (6114 ± MM 51 MM) ABOVE THE FLOOR.
<br />THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR
<br />FOOT KG/M) WITHOUT CONTACTING THE 6LA55 AND BE A MINIMUM OF I Y INCHES (39, MM) IN
<br />HEIGHT.
<br />6. OUTBOARD PANES IN INSULATING GLA55 UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION
<br />R30B.4, ITEM 1, WHEN THE BOTTOM EDGE OF THE GLASS 15 25 FEET (7620 MM) OR MORE ABOVE
<br />GRADE, A ROOF, WALKING SURFAGE5, OR OTHER HORIZONTAL [WITHIN 45 DE6REE5 (01cf RAP) OF
<br />HORIZONTAL] SURFACE ADJACENT TO THE 6LA55 EXTERIOR.
<br />1. LOUVERED HIND0H5 ANP _I,ALOU51E5 COMPLYING WITH THE REQUIREMENTS OF SECTION
<br />R308.2.
<br />8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A
<br />CONTINUOUS BACKING SUPPORT.
<br />q. SAFETY GLAZING IN SECTION R30&.4, ITEMS 10 AND II 15 NOT REQUIRED HHERE:
<br />q.1 THE SIDE OF 5TAIRHAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING
<br />BALUSTERS OR IN -FILL PANELS, COMPLYING HITH THE PREVISIONS OF SECTION 1012 AND
<br />1601.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND
<br />q.2 THE PLANE OF THE 6LA55 15 GREATER THEN 18 INCHES (451 MM) FROM THE RAILING.
<br />GLA55 BLOCK INSTALLATION PERFORMED IN ACCORDANCE WITH FRO / FBG
<br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
<br />AT LEAST 2 HOURS BEFORE PLACING MORTAR
<br />B) ADHERE EXPANSION STRIPS TO JAM55 AND HEAD. MAKE CERTAIN EXPANSION STRIP
<br />EXTENDS TO SILL,
<br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
<br />D) SET LOWER COURSE OF BLOCK MAINTAIN A UNIFORM JOINT WIDTH OF 3/8' PLUS OR MINUS
<br />1/8'. ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
<br />TYPE 'S' OR 'N'. STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE
<br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
<br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
<br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
<br />COURSES TO PREVENT THE MORTAR FROM BEING 'SQUEEZED' OUT.
<br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
<br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
<br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
<br />LAP REINFORCING NOT LESS THAN (o INCHES WHENEVER IT IS NECESSARY TO USE MORE
<br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING_ INSTALL
<br />REINFORCING AS FOLLOWS:
<br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
<br />PRESS PANEL REINFORCING INTO PLACE.
<br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
<br />SMOOTH. DO NO FURROW.
<br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH.
<br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
<br />REMAIN FREE OF MORTAR
<br />N) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
<br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
<br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY,
<br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL 5ET (REMOVE
<br />WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.)
<br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
<br />GLA55 BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR 5EALIN(
<br />J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
<br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
<br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
<br />FOR WIND SPEEDS UP TO 110 MPH,, PER PITTSBURG CORNING RECOMMENDATIONS FOR
<br />INSTALLATION OF GLASS BLOCK
<br />20 ga. PANEL
<br />ANCHOR -\
<br />9 ga. PANEL
<br />REINFORCING
<br />(EVERY
<br />OTHER
<br />.COURSE)-\
<br />� \- SEALANT
<br />GLA55 BLOCK DETAIL
<br />EXPANSION STRIP
<br />1/4" EXPANSION
<br />BOLT (2 PER
<br />ANCHOR)
<br />EXPANSION STRIP
<br />ro" MIN. LAP SPLICE
<br />W/ REINFORCING
<br />PANEL
<br />NOTE:
<br />SEE GLA55 BLOCK
<br />INSTALLATION NOTES.
<br />:(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FRO TABLE R3012.13)
<br />�(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FBG TABLE 1606.1.6.1)
<br />DANSCO
<br />ENGINEERING, LLC
<br />P.O. BOX 3400
<br />Apollo Beach, Florida 33572
<br />p. 813.645.0166
<br />f. 813.645.9698
<br />www.danscoengineefng.com
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<br />TO THE BEST OF THE ENGINCDT'S KNOWLEDGE AND
<br />BELIEF. THE STRUCTURAL PLANS AND SPECIFICATIONS
<br />COMPLY WITH 2O07 FLORIDA RESIDENTIAL BUILDING
<br />CODE INCLUDING 2009 SUPPLEMENT), SECTION
<br />R301 FOR 120 ANTI, 3 SEC. GUST. EXPOSURE 'C
<br />ENCLOS® INTERNAL PRESSURE COEFHCIENT=3D.iBI
<br />WIND ZONE.
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
<br />AFTER THE DATE IT IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OF THIS DRAWING ONLY.
<br />ED2010 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />020104THESE DRAWINGS AND DESIGNS ARE THE JOINT
<br />PROPERTY OF DANSCO ENGINEERING. LLC AND THE
<br />CLIENT ON THIS PROJECT. ANY REPRODUCTION OR
<br />UNAUTHORIZED USE IS PROHIBITED.
<br />REVISION:
<br />DATE
<br />DESCRIPTION
<br />02.02.09
<br />1.0 2007 FBC UPDATES
<br />10,29.09
<br />1.01 FFPC 2007 UPDATE
<br />05,07.10
<br />2.00 GP FIREWALLS
<br />07 28.10
<br />3.00 ADD ALT. F
<br />SHEATHING
<br />VERSION NO.3.00 / 07.28.10
<br />CA 25948
<br />SAMUEL A. GREENBERG,
<br />P.E. #34245
<br />THUY H. HUYNH,
<br />7' P.E. #60122
<br />El IRWIN J. BENSON,
<br />P.E. #49758
<br />El ANDREW D. HAROLD,
<br />P.E. # itWA •1••_
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<br />TR wa
<br />:O•• TATEOF ••�¢
<br />••,••••►� Nt,TITLE:
<br />STRUCTURAL NOTES
<br />SHEET INFORMATION:
<br />JOB NO.: 290127
<br />DATE ISSUED: 02.02.09
<br />DRAWN BY: DZ
<br />REVIEWED BY: WAS
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