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5PEG I F I GAT I ONS
<br />I. I. GONSTRUGTION
<br />I. I. I.
<br />AGI 318-02 BUILDIN6 CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
<br />AGI 530-05, A5GE 5/TM5 402-05 d AGI 530.1-05, A5GE 6/TM5 602-05
<br />5PEGIFIGATION5 FOR MASONRY STRUCTURES.
<br />I. I. 3.
<br />A5TM G270-01a, G476-01, AND Gq0-01 SPECIFICATIONS FOR MA50NRY STRUCTURES
<br />I. I. 4.
<br />NATIONAL DESIGN SPECIFICATIONS (NOS) FOR WOOD CONSTRUCTION, 2001 EDITION, AND ALL
<br />AGGOMPANYIN6 SUPPLEMENTS.
<br />I. 1. 5.
<br />FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBG), 2004 EDITION,
<br />(INCLUDING 2006 SUPPLEMENT).
<br />I. I. 6.
<br />"MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN
<br />INSTITUTE OF STEEL CONSTRUCTION, (A15G) GTH EDITION.
<br />1. I. 7.
<br />"DE516N SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
<br />TRU55 PLATE INSTITUTE TRII-02.
<br />1.2. DESIGN :
<br />I. 2. I.
<br />AGI 315-02 BUILDING GORE REQUIREMENTS FOR 5TRUGTURAL CONCRETE
<br />I. 2. 2.
<br />AGI 530-05, A56E 5/TMS 402-05 d AGI 530.1-05, A5GE 6/TM5 602-05
<br />SPECIFICATIONS FOR MASONRY STRUCTURES.
<br />I. 2. 3.
<br />A5TM G270-01a, G476-0I, AND CGO-OI SPECIFICATIONS FOR MASONRY STRUCTURES
<br />I. 2. 4.
<br />NATIONAL DESIGN 5PEGIFICATION5 (N05) FOR WOOD CONSTRUCTION, 2001 EDITION, AND ALL
<br />AGGOMPANYIN6 SUPPLEMENTS.
<br />I. 2. 5.
<br />PLYWOOD DE516N SPECIFICATIONS (APA)
<br />1. 2. 6.
<br />FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBG), 2004 EDITION,
<br />(INCLUDING 2006 SUPPLEMENT).
<br />1. 3 .
<br />SHOP DRAW I NC S :
<br />I. 3. I.
<br />THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
<br />DURING THE PREPARATION OF SHOP DRAWINGS HITHOUT WRITTEN APPROVAL FROM
<br />THE ENGINEER OF RECORD.
<br />I. 3. 2.
<br />ALL SHOP DRAHIN65 ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
<br />THE COMMENCEMENT OF CONSTRUCTION.
<br />1. 3. 3.
<br />ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A
<br />FLA. REG. PE. AND SHALL INCLUDE : DRAHIN65 AND CALCULATIONS, REACTIONS AND
<br />BEARIN& POINTS, BRAGING REQUIREMENTS, AND CONNECTIONS TO
<br />SUPPORTING TRU55 MEMBERS.
<br />1.4.
<br />GENERAL BUILDING NOTES
<br />I. 4. 1.
<br />OCCUPANCY GLA55IFIGATON RESIDENTIAL, GROUP R-3
<br />1. 4. 2.
<br />BUILDING HEIGHT IN FEET 4 NUMBER OF 5TORIE5 = < 60'-0", 2-5TORY
<br />2. DESIGN
<br />LOADS
<br />2. I.
<br />DEAD LOADS
<br />2. I. I.
<br />UNIT HEI&HT OF SOIL, COMPACTED : 120 PGF
<br />2. I. 2.
<br />UNIT 1^EIGHT OF REINFORCED CONCRETE : 150 PGF
<br />2. I. 3.
<br />UNIT HEI&HT OF 8" G.M.U. BLOCK : 55 P5F
<br />2. I. 4.
<br />15T FLOOR SUPERIMPOSED LOAD : 20 P5F
<br />2. I. 5.
<br />UNIT HEIGHT OF 2x4 PARTITION HALLS: 11 P5F
<br />2. 1. 6.
<br />UNIT HEI&HT OF 2x6 BEARIN& WALLS : 12 PSF
<br />2. 1.1.
<br />BALCONIES d PECKS: 15 P5F
<br />2. I. 8.
<br />TILE ROOF
<br />TOP CHORD : 15 P5F
<br />BOTTOM GHORD : 10 PSF
<br />2. I. cl.
<br />5HIN&LE ROOF
<br />TOP CHORD : 7 P5F
<br />BOTTOM CHORD : 10 P5F
<br />2. 1. 10.
<br />FLOOR TRUSSES 15
<br />2.2.
<br />LIVE
<br />LOADS :
<br />2. 2. I.
<br />SIDEWALK AND DRIVEHAY LOAD: 250 P5F
<br />2.2.2.
<br />GARAGE LOADS: 40 P5F
<br />2. 2. 3.
<br />PARTITIONED ROOMS - 40 P5F
<br />2.2.4.
<br />BALCONY AND PECKS: 60 P5F
<br />2.2.5.
<br />5TAIRHAYS AND LANDINGS: 40 P5F
<br />2. 2. 6.
<br />2.2.1.
<br />FLOOR TRU55
<br />TOP GHORI7 MINIMUM: 40 P5F
<br />2. 2. 8.
<br />ROOF TRUSS
<br />TOP CHORD MINIMUM: 20 P5F
<br />BOTTOM CHORD (H/O 5TORA&E) 10 P5F (NON-GONGURRENT)
<br />2.
<br />3 RAILING
<br />LOADS :
<br />2. 3. I.
<br />ALL RAILING AND GUARD RAIL 5Y5TEM'5 ARE TO BE DE516NED TO HITH5TAND A
<br />CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
<br />DIRECTION ON THE RAILING.
<br />2.5.2.
<br />ALL RAILING AND GUARD RAIL 5YSTEM5 ARE TO BE DE516NED TO WITHSTAND A
<br />HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD
<br />OF 100 PLF APPLIED VERTICALLY DOHNHARD AT THE TOP OF THE GUARDRAIL
<br />2.3.3.
<br />GUARDRAIL SYSTEM SHALL BE DE51ONED TO WITHSTAND 2001b CONCENTRATED
<br />HORIZONTAL LOAD APPLIED ON 15Q. 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 STRESSES IN THE MEMBER COMPONENTS.
<br />2.4.
<br />WIND
<br />LOADS :
<br />2. 4. 1.
<br />HIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH 5EGT. R501 OF THE FRG
<br />2004 EDITION H/ 2006 SUPPLEMENT, AND CONDUCTED BASED ON A 114.9 MPH, 3
<br />SECOND 605T, EXPOSURE "C", IMPORTANCE FACTOR "I" = I.O. ENCLOSED BUILDIN6
<br />2.4.2.
<br />NET UPLIFT DEAD LOADS - 10 P5F SHINGLE, 15 PSF TILE
<br />2.4.3.
<br />HIND LOAD DETERMINATION BASED ON A50E 7-02
<br />2.5.
<br />DEFLEGTIONS :
<br />2. 6. I.
<br />FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 1/360 TIMES THE SPAN FOR LIVE LOADS
<br />AND 1/240 TIMES THE SPAN FOR TOTAL LOAD.
<br />5.
<br />DESIGN
<br />METHOD
<br />3
<br />I LOAD FACTOR DESIGN
<br />3. 1.1.
<br />THE LOAD FACTOR DE51ON METHOD WAS USED TO DE51ON
<br />CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS
<br />3.
<br />2. 5ERV 1 GE LOAD DESIGN :
<br />3. 2. I. THE SERVICE LOAD DESIGN METHOD HA5 USED TO DE510N :
<br />MA50NRY HALLS AND LINTELS
<br />INTERIOR AND EXTERIOR HOOD FRAMING AND SHEATHING
<br />STAIRS AND FLOOR FRAMIN&
<br />ROOF FRAMING, 5HEATHIN& AND UPLIFT
<br />3 3 LOAD GOMBINATIONS FOR LRFD DESIGNS
<br />THE FOLLOHIN6 LOAD COMBINATIONS HERE DE516NED FOR;
<br />TOTAL DL + FLOOR H + ROOF LL
<br />TOTAL DL + FLOOR H + HL
<br />TOTAL DL + HL
<br />3.5.2. ALL ROOF AND FLOOR TRUSSES SHALL 13E DE5I0NED TO RE515T THE WORST LOAD
<br />COMBINATION RE5ULTIN5 IN THE MAXIMUM 5TRE55E5 PLACED ON THAT COMPONENT.
<br />BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED.
<br />3. 4. DE51ON ASSUMPTIONS :
<br />3. 4. I.
<br />ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND HALLS UNLE55
<br />5HOHN OTHERWI5E IN THE DE516N PLANS.
<br />4- MATERIALS
<br />4. 1. RE I NFORG
<br />I NC STEEL -
<br />4. I. I.
<br />REINFORCING STEEL SHALL BE A5TM A&15-cI4 GRADE 40, f'y = 40 Ksi
<br />4. I. 2.
<br />LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 15".
<br />4. I. 3.
<br />ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE
<br />GENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMEN51ON 15 5HOHN TO THE
<br />FACE OF THE CONCRETE.
<br />4. I. 4.
<br />REINFORGING DETAIL DIMEN51ON5 ARE OUT TO OUT OF BARS.
<br />4. I. 5.
<br />REINFORGIN& I-EGHANIGAL 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. I. 6.
<br />DESIGN COVER REQUIREMENTS
<br />G-I-P CONCRETE FORMED AGAINST EARTH: 311
<br />G-I-P CONCRETE EXP05ED TO EXTERIOR: 2"
<br />G-1-P CONCRETE NOT EXPOSED : V2"
<br />&ROUT FILLED MASONRY : 5/41
<br />4. 1. 7.
<br />HELPED HIRE FABRIC (HWF): A5TM AI85-01
<br />4.1. 8.
<br />DETAIL REINFORCEMENT IN ACCORDANCE HITH AGI 315-LATE5T EDITION.
<br />4.2. CONCRETE :
<br />4. 2. I.
<br />CONCRETE TYPE
<br />MIN. 28 DAY
<br />DE516N (f'c)
<br />MODULES OF
<br />ELASTICITY
<br />DESIGN (E)
<br />G-I-P CONCRETE (NORMAL WEIGHT)
<br />2,500 Psi
<br />2,&50 Ksl
<br />G-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY
<br />5,000 PSI
<br />3,122 Ksl
<br />G-I-P GROUT
<br />5,000 PSI
<br />3,122 K51
<br />4.2.2.
<br />CONCRETE SHALL CONSIST OF I" MAXIMUM A66RE67ATE CONCRETE MIX WITH SLUMP
<br />BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE 5PEGIFIGATION5 FOR ADDITIONAL
<br />CRITERIA.
<br />4.2.3.
<br />&ROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM A&&RE&ATE) CONCRETE MIX
<br />WITH SLUMP BETWEEN 8" 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 GURIN6 SHALL BE CONDUCTED IN
<br />ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
<br />4.2.6.
<br />EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR HALKHAY5 d DRIVEHAY5) :
<br />3 1/2" MIN. THICKNESS H/ MIN. REINFORCEMENT OF 6.0 x 6.0 H/ 1.4 x 1.4 WWF
<br />MID -DEPTH OF SLAB. FIBER MESH PER DE51ON MIX MAY BE USED I.L.O. HWF
<br />CONTRACTORS DISCRETION.
<br />4.2.7.
<br />CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE H/ ALL
<br />AGI- MGP 2004 STANDARDS.
<br />4.3. GONGRETE MASONRY :
<br />4. 3. I.
<br />FILLED CELLS 1^i/ (1) #5 BAR SHALL BE LOCATED PER PLAN.
<br />4.5.2.
<br />LOAD BEARIN& CONCRETE MASONRY BLOCK SHALL BE ASTM Ga0-01, TYPE II
<br />NON -MOISTURE CONTROLLED.
<br />4.5.5.
<br />ALL GELL5 d CAVITIES BELOW GRADE HILL BE FILLED H/ CONCRETE IN ALL
<br />STEM WALL5.
<br />4.3.4.
<br />THE A66RE&ATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 P51
<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 CONSTRUCTION.
<br />4.4. STRUCTURAL LUMBER :
<br />4. 4. I.I.
<br />INTERIOR LOAD 13EARIN& HALLS 5PF, fb = 675 P51, E = 1200 Ksi
<br />ALL EXTERIOR FRAMING 5PF, fb = 675 P51, E = 1200 K5I
<br />4. 4. 1.2.
<br />ALL FRAME HALLS TO BE CONSTRUCTED U51NO 5PF ,
<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 />4.4.5.
<br />ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS 5U5 FLOORING AND
<br />SHEAR HALLS SHALL BE APA RATED 5HEATHIN6 EXP I U.N.O.
<br />4.4.4.
<br />IF 055 BOARD 15 TO BE USED IN PLACE OF PLYWOOD 15 TO HAVE 51MILAR OR
<br />GREATER SECTION PROPERTIES.
<br />4.4.5.
<br />ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. HOOD IN
<br />CONTACT WITH CONCRETE 15 TO RECEIVE A STANDARD GRADE PRE55URE TREATING.
<br />4.4.6.
<br />HHEN PRE ENGINEERED TRUSSES ARE GALLED FOR ON THE PLANS THE
<br />MANUFACTURER 15 TO SUBMIT SHOP DRAHIN65 TO THE ENGINEER OF RECORD.
<br />4.4.1.
<br />DE516N, FABRICATE AND ERECT HOOD TRUSSES IN ACCORDANCE HITH THE "DE516N
<br />SPECIFICATION FOR LIGHT METAL PLATE CONNECTED HOOD TRUSSES" BY THE
<br />ANSI/TPI 1-2002, BC51 I - 03
<br />4.4.8.
<br />UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES
<br />SHALL BE PROVIDED AT BEARING LOCATIONS HITHOUT WOODEN TOP PLATES.
<br />4. 4. a.
<br />ALL EXTERIOR FRAME HALLS SHALL BE STUCCO FINISH- We)" STUCCO FINISH PER
<br />A5TM G. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST
<br />2 LAYERS 3/8" THICK EACH. 31RD LAYER 1/8" THICK
<br />4. 4. 10.
<br />INSTALLATION OF EXTERIOR LATHING d FRAMING SHALL COMPLY TO ASTM G 1063
<br />PER FLORIDA RESIDENTIAL CODE R703.6.2
<br />4. 5. FASTENERS AND TIE DOWNS :
<br />4. 5. I.
<br />FA5TENER5 AND TIE DOHN5 SHALL CONSIST OF BUT ARE NOT LIMITED To:
<br />SHAPES, ANOLE5, CHANNELS: A5TM A36136M OI Fy = 36 Ksl
<br />ROUND METAL PIPE : A5TM A53-0I, GRADE B Fy = 35 K5I
<br />SQUARE METAL TUBING : A5TM A500-03a, GRADE B Fy = 46Ksi
<br />HI&H 5TRENGTH BOLTS : A5TM A325-014
<br />MACHINE BOLTS: GALVANIZED ASTM A507-03
<br />4.5.2.
<br />SHEET METAL ACCESSORIES SHALL CONFORM TO : Fyy 331<9iHITH 6410
<br />6ALVANIZED GOATIN& IN ACCORDANCE WITH A5TM A525-87.
<br />4.5.3.
<br />NAILS SHALL CON515T OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER A5
<br />FOLLOWS : &d = 0.I31 ", l od = 0.145 ", 12d = 0.148", 16d = 0.162 ".
<br />4.5.4.
<br />ALL FA5TENER5 AND TIE DOHN5 EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
<br />APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE GOATIN6 BY MANUFACTURER
<br />PRIOR TO INSTALLATION.
<br />4.5.5.
<br />ALL FASTENERS AND TIE DOHN5 ARE TO PROVIDE THE UPLIFT CAPACITY GALLED
<br />FOR IN THE PLANS ARE A MINIMUM.
<br />4.5.65.
<br />ALL FASTENER TIE DOHN5, BEAM HAN6ER5, J015T HAN6ER5, AND FLOOR TRUSS
<br />STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND
<br />SPECIFICATIONS.
<br />4. 5. 7•
<br />CONCRETE EMBEDDED 'JBOLTS USED FOR UPLIFT ARE TO BE HET SET PRIOR TO
<br />INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE
<br />WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLT5 ARE NOTED ON PLANS.
<br />4.5.5.
<br />CONCRETE EMBEDDED TIE DOHN5 USED FOR TRU55 AND HALL UPLIFT ARE TO BE
<br />PLACED AROUND EMBEDDED REINFORGIN6 PRIOR TO OR HHILE PLACING GROUT.
<br />4.6. MIGRO-LAM
<br />LUMBER:
<br />4. 6. I.
<br />MICRO -LAM STRESS 64 ADE5 SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES:
<br />E = 2,000,000 P51
<br />Fb = 2,a5O PSI
<br />Ft = 1850 P51
<br />Fc = 500 PSI (PERPENDICULAR)
<br />Fc = 2300 (PARALLEL)
<br />4.1. STEEL:
<br />Fv = 2&5 P51
<br />4.7. I.
<br />INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
<br />STEEL ERECTOR.
<br />4. 7. 2.
<br />FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE HITH A.I.5.G.
<br />"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL
<br />STEEL FOR BUILDINGS".
<br />4. 7. 3.
<br />STRUCTURAL STEEL: ASTM A36/36M 01.
<br />4.7.4.
<br />STEEL TUBING: A5TM A500-03o, GRADE B.
<br />4. 7. 5.
<br />WELDED CONNECTIONS: E70XX El EGTRODE5, MINIMUM SIZE FILLET HELPS 3/16", AH5
<br />CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUE5T.
<br />4. 7. 6.
<br />HHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE HEB STIFFENER
<br />PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE
<br />THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN.
<br />4.7.7.
<br />THE STEEL FRAME 15 "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT
<br />SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR
<br />ELEMENTS ARE IN PLACE.
<br />WORST CASE DESIGN PRESSURE TABLE
<br />BUILDING DATA
<br />WIND SPEED 115,13 MPH
<br />WIND IMPORTANCE FACTOR -- (Iw) = 1.0
<br />WIND EXPOSURE -- 'C' (FRC R301)
<br />INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG)
<br />DE51GN WIND PRESSURE:
<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 />119 5 MPH + 363 PSF / - 48.6 PSF (END)
<br />+ 363 P5F/ -3133 PSF (INTERIOR) UN.O.
<br />GARAGE DOORS (V = 120 MPH)
<br />SINGLE 5x7 +21:6 PSF / -312 PSF
<br />DOUBLE 16x1 +26A PSF / -25.4 PSF
<br />NOTE:
<br />THESE PRESSURES SUPERSEDE ANY AND ALL PRESSURES
<br />LISTED WITHIN THIS CONSTRUCTION DOCUMENT.
<br />4. 8. 501L:
<br />4. 8. I. MINIMUM 501L BEARING PRESSURE CAPACITY OF 2000 P5F.
<br />4.5.2. ALL 501L 15 TO BE GLEAN d POISONED FOR TERMITES PER FBG 2004, RESIDENTIAL SECTIONS
<br />R320.I, R320.2, R320.3, d R-104.
<br />TERMITE PROTEGTION -
<br />PLANS MUST SPEGIFY TYPE OF TERMITE TREATMENT
<br />• Soil Chemical Barrier Method
<br />9 Other treatment - Must specify proposed method and submit documentation, which
<br />substantiates the proposed method, is an approved termite protection system or method.
<br />IF GHEM I GAL SOIL TERMITE TREATMENT 15 USED
<br />I. FBG 105.11- "A permanent sign which Identifies the termite treatment rovider
<br />and need for re-in5pectlon grid treatment contract renewal shall be provided.
<br />The sign shall be posted near the water heater or electric panel"
<br />2. Condensate and roof downspouts shall discharge at least
<br />1'-0" away from the building side walls.
<br />3. Irrigation/sprinkler systems Includinq all risers and
<br />spray heads shall not be Installed F4ithln 1'-0" of the building side wall.
<br />4. FBG R704- To provide for Inspection for termite infestation, between
<br />wall covering and final earth grade shall not be less than 6 Inches.
<br />Exception: Paint or decorative cementitlous finish less than 5/8"
<br />thick adhered directly to the foundation wall.
<br />5. FBG R320.1.1 - Initial treatment shall be done after all excavation
<br />and backflll Is complete.
<br />6. FBC R320.12 - Soil disturbed after the Initial treatment shall be retreated
<br />including spaces boxed or formed.
<br />7. FBG R320.1.3 - Boxed areas in concrete floors for subsequent installation of trqppss
<br />etc., shall be made with permanent metal or plastic forms. Permanent forms must be
<br />of a size and depth that will eliminate the disturbance of soil after the initial treatment.
<br />8. FBG R320.1.4 - Minimum 6 mil vapor retarder must be installed to protect against
<br />rainfall dilution. If rainfall occurs before vapor retarder placement,
<br />retreatment is required.
<br />9. FBG R320.15 - Gonc ete ov er�lor soi�q mortar ?.long the foundation perimeter
<br />must be removed be ore ex
<br />10. FBG R320.1.6 - Soil treatment must be applied under all exterior concrete
<br />or grade within I'-0" of the structure 51dewal15.
<br />11. FBG R320.1.6 - An exterior vertical chemical barrier must be Installed after
<br />construction Is complete, Includlnq landscaping and irri atlon. Any soli disturbed
<br />after the vertical barrier is applied, shall be retreated,
<br />12. FBG R320.1 - All buildings are required to have pre -construction treatment.
<br />13. FBG R320.1 - A certificate of compliance must be issued to the building department
<br />by a licensed pest control company before a certificate of occupancy will be Issued.
<br />The certificate of compliance shall state: "The building has received a complete
<br />treatment for the prevention of subterranean termites. The treatment Is in
<br />accordance with the rules and laws of the Florida Department of Agriculture
<br />and Consumer Services".
<br />14. FBC R320.3 - After all work 15 comppleted, loose wood and fill must be removed
<br />from below and within 1'-0" of the building. This includes all grade stakes,
<br />tub trap boxes, forms, shoring or other cellulose containing material.
<br />4. $ .3. 501L 15 TO BE COMPACTED TO ci5% MODIFIED PROCTOR AS DEFINED BY
<br />ASTM D 1557-00
<br />NOTE:
<br />IT 15 THE GONTRAGTOR5 RESPONSIBILITY TO REVIEW ALL DRAW I NOS
<br />BEFORE GON5TRUGTION BEGINS. DANSGO ENOINEERINO LLG IS
<br />RESPONSIBLE FOR THE STRUGTURAL I NTEOR I TY OF THIS PROJECT
<br />ONLY. ANY D I SGREPANGY BETWEEN FIELD GOND I T I ON5, OTHER
<br />DES 1 G N PROFE551 ONALS' SHOP DRAW I NG5, GONTRAGTORS' BUILDING
<br />METHODS, AND THESE S I ONED AND SEALED DRAW 1 NOS MUST BE
<br />BROUGHT TO THE ATTENTION OF DAN5GO ENOINEERINO LLG PRIOR
<br />TO THE GOMMENGEMENT OF GONSTRUGTION.
<br />ATTENTION: CHEMICAL CHAN6E5 IN ?RE-55LARE TREATED V400M
<br />AS OF DECEMEIM 515T, 2005, CHRIOMATIED COPPER ARSENATE (CCA-C)
<br />WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR 6Ei ERAL CONSUMER
<br />USE. SEVERAL NEW PRE55LRE TREATED WOOD ALTERNATIVES HAVE BEEN
<br />CREATED TO REPLACE COA-C. MANY OF THE NEW PRE55L RE TREATED
<br />WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT 15 THE
<br />CONTRACTORS RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT
<br />AND TO SELECT APPROPRIATE CONNECTOR5 THAT RE515T CORROSION.
<br />FOR EXAMPLE, ACQ-C, AGO-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED
<br />GALVANIZED OR STAINLESS STEEL FASTENERS. DOT 50DIUM BORATE (5BX)
<br />DOES NOT.
<br />REG2U I RED SAFETY GLAZ I NC IN HAZARDOUS LOGATI ON5
<br />(RE: FRG R308.4)
<br />R30&0 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INGLUDIN6 6LA55 MIRRORS IN HAZARDOUS
<br />LOCATIONS SUCH AS TH05E INDICATED AS DEFINED IN SECTION R308.4 SHALL PA55 THE TEST REQUIREMENTS
<br />OF GP50 16 GFR, PART 1201 CRITERIA FOR CATEGORY I OR CATE60RY II AS INDICATED IN TABLE R3O8.3
<br />EXCEPTIONS:
<br />I. POLISHED WIRED 6LA55 FOR USE IN FIRE DOORS AND OTHER FIRE RE515TANT LOCATIONS SHALL
<br />COMPANY WITH AN51 Zg7.I
<br />2. LOUVERED WINDOWS AND JALOU51E5 SHALL COMPANY WITH SECTION R3082
<br />R308.4 HAZARDOUS LOCATIONS.
<br />THE FOLLOHIN6 SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURP05E OF
<br />GLAZING:
<br />I. &LAZIN& IN 5WIN&IN& DOORS EXCEPT JALOUSIES.
<br />2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING
<br />AND ENFOLD CLOSET DOOR ASSEMBLIES.
<br />3. &LAZING IN STORM DOORS.
<br />4. &LAZING IN ALL UNFRAMED 5HINGIN& DOORS.
<br />5. 6LAZIN& IN DOORS AND ENCLOSURES FOR HOT TUBS, HHIRLPOOL5, SAUNAS, STEAM ROOMS,
<br />BATHTUBS, AND 5HOHER5. 6LAZIN& IN ANY PART OF A BUILDING HALL ENCLO51NO THESE
<br />COMPARTMENTS HHERE THE BOTTOM EXP05ED EDGE OF THE GLAZIN& 15 LE55 THAN 60 INCHES
<br />(1524MM) MEASURED VERTICALLY ABOVE ANY 5TANDIN6 OR HALKIN& SURFACE.
<br />6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR HHERE THE
<br />NEAREST VERTICAL EDGE 15 HITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A GL05ED P051TION
<br />AND HH05E BOTTOM EDGE 15 LE55 THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING
<br />SURFACE.
<br />7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN TH05E LOCATIONS
<br />DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOHIN6 CONDITIONS:
<br />TI EXP05ED AREA OF AN INDIVIDUAL PANE GREATER THAN G SQUARE FEET (0.836 M2).
<br />72 BOTTOM EDGE LE55 THAN IS INCHES (457 MM) ABOVE THE FLOOR.
<br />7.3 TOP EDGE &REATER THAN 36 INCHES (G14 MM) ABOVE THE FLOOR.
<br />7.4 ONE OR MORE HALKIN6 SURFACES WITHIN 36 INCHES (a14 MM) HORIZONTALLY OF THE
<br />6LAZI N6.
<br />8. ALL GLAZING IN RAILINGS REeARDLE55 OF AN AREA OR HEIGHT ABOVE HALKINe SURFACE.
<br />INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NON5TRUGTURAL IN FILL -PANELS.
<br />a. &LAZING IN HALLS AND FENGE5 ENCL051N6 INDOOR AND OUTDOOR SHIMMING POOLS, HOT TUB5
<br />AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING 15 LE55 THAN 60 INCHES (1524 MM) ABOVE A
<br />HALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE HATER'S EDGE. THIS
<br />SHALL APPLY TO SINGLE &LAZING AND ALL PANES IN MULTIPLE 6LAZING.
<br />10. &LAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (C114 MM)
<br />HORIZONTALLY OF A HALKIN6 SURFACE HHEN THE EXPOSED SURFACE OF THE 6LA55 15 LE55 THAN
<br />60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT HALKIN& SURFACE.
<br />II. &LAZING ADJACENT TO 5TAIRHAY5 HITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM
<br />TREAD OF A STAIRWAY IN ANY DIRECTION HHEN THE EXPOSED SURFACE OF THE 6LA55 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. OPENIN65 IN DOORS THROUGH WHICH A 3-INGH(76 MM) SPHERE 15 UNABLE TO PASS.
<br />2. DECORATIVE 6LA55 IN ITEMS I, 6 OR 7.
<br />3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE 15 AN INTERVENING HALL OR OTHER PERMANENT
<br />BARRIER BETWEEN THE DOOR AND THE 6LAZIN6.
<br />4. &LAZING IN SECTION R 308.4, ITEM 6, IN WALL5 PERPENDICULAR TO THE PLANE OF THE DOOR IN A
<br />CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR 15 TO A CLOSET OR 5TORA&E AREA 3
<br />FEET M14 MM) OR LE55 IN DEPTH. &LAZIN& IN THESE APPLICATIONS SHALL COMPANY WITH
<br />SECTION R308.4, ITEM 7.
<br />5. &LAZING IN 5EGTION R3O&A ITEMS 7 AND 10, HHEN A PROTECTIVE BAR 15 INSTALLED ON THESE
<br />ACCESSIBLE 51DE(5) OF THE GLAZIN6 36 INCHES ± 2 INCHES M14 ± MM 51 MM) ABOVE THE FLOOR.
<br />THE BAR SHALL BE CAPABLE OF HITH5TANDIN6 A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR
<br />FOOT K67/4 WITHOUT CONTACTING THE 6LA55 AND BE A MINIMUM OF I 1 INCHES (38 MM) IN
<br />HEIGHT.
<br />6. OUTBOARD PANES IN IN51)LATIN67 6LA55 UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION
<br />R30&.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE 6LA55 15 25 FEET (7620 MM) OR MORE ABOVE
<br />GRADE, A ROOF, HALKIN6 SURFACES, OR OTHER HORIZONTAL [HITHIN 45 DEGREES (O:lq RAP) OF
<br />HORIZONTAL] SURFACE ADJACENT TO THE 6LA55 EXTERIOR.
<br />7. LOUVERED HINDOHS AND JALOU51E5 GOMPLYIN& WITH THE REQUIREMENTS OF SECTION
<br />R3082.
<br />b. MIRRORS AND OTHER 6LA55 PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A
<br />CONTINUOUS BAGKINe SUPPORT.
<br />a. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 15 NOT REQUIRED HHERE:
<br />9.1 THE SIDE OF 5TAIRHAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INGLUDIN&
<br />BALUSTERS OR IN -FILL PANELS, GOMPLYINe HITH THE PREVISIONS OF SECTION 1012 AND
<br />1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND
<br />c 2 THE PLANE OF THE GLA55 15 GREATER THEN 18 INCHES (457 MM) FROM THE RAILING.
<br />GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE WITH FRC / FBC
<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 JAMBS 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 1 END TO END OF PANELS.
<br />LAP REINFORCING NOT LESS THAN 6 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 />H) 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 SET. (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 />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING
<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 PITTSBU% CORNING RECOMMENDATIONS FOR
<br />INSTALLATION OF GLASS BLOCK
<br />20 ga. PANEL
<br />ANCHOR -\
<br />13 ga. PANEL
<br />REINFORCING
<br />(EVERY
<br />OTHER
<br />COURSE)
<br />(o' MIN. LAP
<br />SPLICE
<br />- \- SEALANT
<br />GLA55 BLOCK DETAIL
<br />EXPANSION STRIP
<br />1/4' EXPANSION
<br />BOLT (2 PER
<br />ANCHOR)
<br />EXPANSION STRIP
<br />&' 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. FRC TABLE R3012.13)
<br />=(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FBC TABLE 1606.1.6,11
<br />DANSCO
<br />1:
<br />ENGINEERING, LLC
<br />P.O. BOX 3400
<br />Apollo Beach, Florida 33572
<br />Phone: 813.645.0166
<br />Fax: 813.645.9698
<br />www.donscoengineehng.com
<br />CA 25948
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<br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND
<br />BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS
<br />COMPLY WITH THE FLORIDA RESIDENTIAL BUILDING
<br />CODE, SECTION R301 FOR 119.9 AAPH, 3 SEC. GUST,
<br />EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE
<br />COEFFICIENT = 10.181 WIND ZONE 120D4 EDITION,
<br />INCLUDING 2005 & 2006 SUPPLEMENTS).
<br />THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS
<br />AFTER THE DATE IT IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL POR00N
<br />OF THIS DRAWING ONLY.
<br />02007-THESE DRA WINGS 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 />VERSION NO. 1.00 / 06.14.07
<br />SAMUEL A. GREENBERG,
<br />P.E. #34245
<br />THUY H. HUYNH,
<br />P.E. #60122
<br />IRWIN J. BENSON,
<br />P.E. #49758
<br />ANDREW D. HAROLD,
<br />P.E. #66715
<br />ENGINEER SEAL:
<br />WUL 0 3 2OR
<br />SHEET TITLE:
<br />STRUCTURAL NOTES
<br />SHEET INFORMATION:
<br />JOB NO.: 270757
<br />DATE ISSUED: 06.14.07
<br />DRAWN BY: TJB
<br />REVIEWED BY: DZ
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